Cities Index.
CC_11072023_Exhibit_1_9b

Glendale City Council
November 14, 2023

Document
CC_11072023_Exhibit_1_9b
Meeting
November 14, 2023
Body
Glendale City Council
Pages
35
Original file
33.3 MB
Text extracted from the city's file for reading and search. Open the original on glendaleca.primegov.com. That file is the official record.

EXHIBIT 1

CITY OF GLENDALE

PUBLIC WORKS ENGINEERING

APPLICATION AND PERMIT FOR ENCROACHMENT
Date:

Encroachment Permit No.

Receipt No. of Non-Refundable Permit Fee:

Applicant:

Address:

Phone:

Location of Encroachment ____ ____________________________________________ Name and Address of owner of adjacent real property benefited by the encroachment:

Legal Description of adjacent real property:

Applicant shall provide 1 electronic copy of plan of the proposed encroachment.

Specific description and justification for encroachment:

Applicant agrees to satisfy all conditions attached hereto and to remove said structure upon revocation of this permit at no cost to the City of Glendale.

Approved:

Date Yazdan T. Emrani, P. E.

Director of Public Works
Non-Refundable
Fee: $1903.00
Extenet Systems, LLC.
300 E Magnolia Blvd, Ste. 400, Burbank, CA 91502
682-351-3335
Please see attached sheet for detailed scope of work.

This site will be a part of Verizon's 5G network.

Public Right of Way
01/31/2023
FRONT OF 1544 W KENNETH RD. (APN: 5622-027-018)
34° 10' 26.48" N 118° 16' 57.06" W
TRACT NO 4203 SE 55 FT OF NE 130 FT OF LOT 42
EP-823
Clerk
Rec
eipt Date
Receipt Time
Paid By:

Comment:

Receipt Number
City of Glendale, CA
Charge Code AmountDescription
Reference 1: Reference 2:

Reference 1: Reference 2:

Payment Method Reference AmountQuantity
Amount Tendered
Amount Applied
Change
Public Works Department
633 E. Broad
way
Room 209
Glendale, CA 91206
818-548-3945
Receipt
Patino, Adrian
03/06/2023
03:21:43
Extenet, Inc.
(951)453-4194
278944

Page 1 of 1 ends

ENC Encroachment
EP 821-825 $9,515.00
CCFR10 Credit Card Fee Recovery $237.87
Credit Card
Extenet, Inc.
1 $9,515.00
Cc Fee
Extenet, Inc.
1 $237.87
$9,752.87
$9,752.87
$0.00

CITY OF GLENDALE, CALIFORNIA 633 E. Broadway, Suite 201 Public Works Department Glendale, CA 91206-4310
Administration Division Tel (818) 548-3945 Fax (818) 242-7087 www.glendaleca.gov

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City of Glendale WF Policy, Requirements, and Application Guidelines

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WIRELESS TELECOMMUNICATIONS FACILITY

ENCROACHMENT APPLICATION FORM

An applicant for placement of a wireless facility (WF) in the rights-of-way must obtain an encroachment permit from the City by submitting simultaneously, an application for an encroachment permit (as Item 17 to this form) and providing the other information as requested in this form.

You must use this form (latest version) and follow the Director’s Policy found at:

1. https://www.glendaleca.gov/government/departments/public-works/public-meetings-and-notices

2. Public Counter (633 E. Broadway Room 205, Glendale, CA 91206)

Questions about WFs should be directed to the City Public Works Department Engineering Division by calling (818) 548- 3945, however, any effective variance to the policy, requirements, and application guidelines can only be given by the Public Works Director in writing.

INITIAL SUBMISSION
WF applications may only be submitted at in-person appointments, which may be scheduled with the City’s Public Works Engineering department by calling (818) 548-3945. Submission appointments may be scheduled Monday-Tuesday 8 a.m. – 2 p.m. and Wed. – Thursday 8 a.m. – 12 p.m.

RESUBMITTAL PROCEDURES
If the City issues a notice of incompleteness, an applicant must timely resubmit a complete application. The City may exercise any rights available to it if a resubmittal is not timely or is itself incomplete, including rejecting the application. Resubmitt als shall be made in reply to the original assigned city staff member and to TLF ([email protected] ).

FORM OF SUBMISSIONS
Each WF site requires its own application.

Initial submissions shall be named in the following convention:
 [applicant name]-[numerical number]-[calendar year]
 Sample: XYZCompany-01-2022

Resubmissions shall be named in the following convention:
 [applicant name]-[numerical number]-[calendar year]-RESUB[#]  Sample: XYZCompany-01-2022-RESUB1
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Initial applications and resubmissions must be submitted in a n electronic format . The electronic form and all supporting documents must be in searchable PDF format and as individual documents (not a single PDF document/file). Each individual PDF document must be named to indicate the content of the file document. For example: ‘Attachment 1 - Photo Simulations’; ‘ Attachment 14 - RF Report’ ; ‘Attachment 19 - Acoustic Analysis’, etc. are acceptable file name formats.

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Encroachment Permit No. ___________ [From Item 17 on Checklist] Date: __
____ Receipt No. _______
Non-Refundable Wireless Processing Fee:

App
licant: ____________________________________________________ Add
ress: _____________________________________________________ Pho
ne: _______________________________________________________ Sub
mission Name1:_____________________________________________ App
licant’s Identifier for Wireless Facility
Wir
eless Provider: _________________________________________ Coo
rdinates for Wireless Facility: ____________________________ Locati
on of Encroachment: _________________________________
Adj
acent Zone # and Description: ____________________________ Location Type: □ Preferred X Non-Preferred
1 Please see page 1 “Form of Submissions”.

Extenet Systems, LLC.
300 E Magnolia Blvd, Ste. 400, Burbank, CA 91502
682-351-3335
Verizon Wireless
Public Right of Way
EP-823
01/31/2023
34° 10' 26.48" N 118° 16' 57.06" W
R1 I - LOW DENSITY RESIDENTIAL FAR DIST I
Extenet SCL Glendale 237-01-2023

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City of Glendale WF Policy, Requirements, and Application Guidelines

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APPLICATION CHECKLIST – REQUIRED MATERIALS
The applicant shall submit all of the applicable materials listed in this checklist , and in addition, to the extent not included in the list below, the information required by Glendale Municipal Code Sec. 12.08.037, esp. sections D and G.

APPLICATION FEE
1. SWF SUPPLEMENTAL INFORMATION
2. PROJECT DESCRIPTION
3. PROJECT PLANS
A. COVER SHEET
B. SITE SURVEY/DEVELOPMENT PLAN
C. EQUIPMENT/INFRASTRUCTURE INVENTORY AND DETAILS
D. TRAFFIC CONTROL PLAN
E. FIBER NETWORK PLAN
F. POWER NETWORK PLAN
4. LETTER OF AUTHORIZATION
A. CITY-OWNED PROPERTY
B. NON-CITY OWNED PROPERTY
5. SITE PHOTOS AND PHOTO SIMULATIONS
6. ALTERNATIVE SITE ANALYSIS
7. RF COMPLIANCE REPORT
8. FCC LICENSE
9. LATEST KMZ FILES
10. PLANNED NODE AND FIBER OPTIC INFRASTRUCTURE LIST
11. ACOUSTIC ANALYSIS
12. STRUCTURAL ANALYSIS
13. PUBLIC NOTICE
14. CERTIFICATES OF INSURANCE
15. CITY BUSINESS LICENSE
16. CITY INDEMNIFICATION FORM
17. ENCROACHMENT PERMIT FORM
18. CERTIFICATION OF ACCURACY AND RELIABILITY
19. CERTIFICATION OF PUBLIC CONVENIENCE AND NECESSITY (CPCN)

STAFF USE ONLY:

Application No. _________________________ City Receipt Date: ______________

Pole Number (if applicable): ____________________________________________

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City of Glendale WF Policy, Requirements, and Application Guidelines

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APPLICATION CHECKLIST DETAILS

APPLICATION FEE
Each Wireless Telecommunications Facility (WF) Application Form must be accompanied by the applicable application fees per the adopted City -Wide Fee Schedule. The application will not be deemed submitted unless the applicable fees, in full, have been received by the City.

As of May 2022, the required applicable fees are the construction - encroachment permit fee, and the wireless communication facility application processing fee; the City may require an additional fee for expert review. On July 1st of every year, the application fees may be updated to reflect the most recent adopted City-Wide Fee Schedule.

Additional fees will be required to be paid should the application be deemed incomplete after the first submission.

Additional permits and fees may be required. For example, most WF will require an excavation permit.

1. SMALL WIRELESS FACILITY SUPPLEMENTAL INFORMATION
Label this as “Attachment 1 – SWF Supplemental Information”.

If applicant claims the facility is a small wireless facility, the applicant must complete and submit the information to support evaluation of whether the proposed facility qualifies as a Small Wireless Facility under 47 C.F.R. §

1.6002(l). If the facility is not a Small Wireless Facility, applicant should so state.

2. PROJECT DESCRIPTION
Label this as “Attachment 2 – Project Description.”
This section should demonstrate the intended technical service objectives and the nature of the existing service capabilities of the applicant’s network in the area that would be served by the proposed WF.

3. PROJECT PLANS
Label this as “Attachment 3 – Project Plans”.

Provide full-sized and 11”x17” digital project plans in portable document format (PDF) that contain all the following. Dimensions must be shown in decimal feet and volumes must be shown in decimal cubic feet. The Project Plans must be prepared, signed and stamped by a California Registered Civil Engineer.

A. Cover Sheet

1. Contain detailed project description that specifies the proposed installation and/or modifications;
01/31/2023

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2. Contain site information that includes the site address, assessor’s parcel number, site latitude and longitude, project team contact information, location map, and pole number (as applicable); B. Site Survey

1. Be prepared, signed and wet stamped by a California Registered Civil Engineer or Licensed Surveyor;

2. Include the North Arrow, date, scale and legend on each plan page;

3. Show all areas in the public right of way to be occupied by the WF, including all power and fiber vaults and other equipment;

4. Show the actual property lines of all adjacent properties within 15 feet of any portion of the proposed project;

5. Include sidewalk measurements (in feet) to demonstrate full compliance of Americans with Disability Act (“ADA”) regulations (when making measurements, you must measure from the outside of the pole rather than from the centerline;

6. Depict all surrounding (within 15 feet) existing pedestrian ramps, posts, pedestals, traffic signals, sidewalk widths, fire hydrants, transit shelters, kiosks, ramps, driveways, curbs, and all other existing features in the PROW;

7. Show all traffic lanes;

8. Depict planters, vegetation, trees, and any other landscaped areas and features;

9. Depict all above and below-grade utilities, related structures, and encroachments;

10. Demonstrate how and why the proposed WF project will be in full compliance with all building codes, electrical codes and all other required codes in the PROW;
C. Site Development Plans

1. Be prepared, signed and wet stamped by a California Registered Civil Engineer or Licensed Surveyor;

2. Include the North Arrow, date, scale and legend on each plan page;

3. Include all elevations of the proposed WF;

4. Show the actual property lines of all adjacent properties within 15 feet of any portion of the proposed project;

5. Include all existing and proposed improvements, structures, equipment, fixtures, concealment elements, and/or facilities with all dimensions, labels and ownership identifications clearly called out;

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6. Depict all electrical, fiber and data backhaul connections (conduits, vaults, handholes, cables, wires, junctions, meters, meter-less power, etc.);

7. Depict all proposed antennas, associated equipment, pedestals, flush- to-grade vaults, concealment elements, conduits, risers and all conditions related to the proposed SWF;

8. Include all azimuth orientation of all proposed antennas.

D. Equipment/Infrastructure Inventory & Details

1. Contain cut sheets with all the technical specifications (manufacturer, model number, physical dimensions [height, width, length and weight]) of all the proposed antennas and associated equipment;

2. Include all dimensions shown in decimal feet (ft), and all volumes must be shown decimal cubic feet (ft
3);

3. Provide details and specifications of the proposed equipment to be installed.

4. Plans shall also include all infrastructure improvement details, including pole types, foundations, pull boxes, and conduits servicing the proposed infrastructure and any applicable details/cut sheets showing size and dimensioning as applicable.

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E. Traffic Control Plans
Provide engineered traffic control plans that show the traffic control for the project. The plans must be drawn in accordance with the latest version of the California Manual on Uniform Traffic Control Devices by a Registered California Civil Engineer or Traffic Engineer. The preparer’s stamp and signature must be shown on the plans.

F. Fiber & Power Network Plan
To the extent that the project requires running new fiber optic cables to the proposed node, the plans must include a street map view that shows all the proposed nodes in the deployment, clearly labeled with pole number and/or site ID, the hub or base station that serves the nodes in the deployment, all fiber optic cable routes that connect the nodes to the hub, and a legend that identifies any symbols, colors or other items on the map. The fiber plans should clearly identify all meet-me points and points of connection. Even if the fiber deployment will be performed by a third-party vendor, the applicant for wireless nodes must disclose all known or reasonably foreseeable fiber network elements.

The plans should include all underground utilities, all power conduit routes that connect the nodes and a legend that identifies any symbols, colors or other items on the map. The plans should clearly identify the location of the pedestal in addition to all points of connection, as well as the feed point/service spot for the power source. Applicant must show that it has met the requirements of Glendale Water and Power for electric service to the WF. Where new power will be run to a proposed node, this requirement can be satisfied by showing that the plans for electric service have been approved by Glendale Water and Power.

4. LETTER OF AUTHORIZATION
A. City-Owned Property
Label this as “Attachment 4 – City Owned Property LOA”.

If the applicant proposes to install a WF on any structure owned or controlled by the City and located within the public right-of-way, the applicant must contact Glendale Water and Power Electrical Engineering at (818) 548-3921.

Furthermore, the applicant must submit the following documents for review before receiving a City Owned Property LOA:
• Construction plans, including scope of work, vicinity map, site coordinates, site plan showing underground facilities, existing and proposed elevation, load calculations;
• Equipment specification sheets , including, but not limited to poles, foundations, pull boxes, meter sockets, load centers, radios, and antennas; • Structural calculations, stamped and signed by a registered engineer in the State of California; and,
• Photo of the existing pole, as applicable, and a rendering/simulation of the

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existing/proposed pole with the new equipment.

B. Non-City Owned Property
Label this as “Attachment 4 – Non-City Owned Property LOA”.

If the applicant proposes to install a WF on a non-city owned structure, the applicant must submit a letter of authorization from the structure owner.

5. SITE PHOTOS AND PHOTO SIMULATIONS
Label this as “Attachment 5 – Site Photos and Photo Simulations”.

A. Site Photos

1. Provide original base color photos of proposed site, from three vantage points (Google street view or similar online photos are not acceptable);

2. Provide a key map detail showing each location where each photograph was taken, the proposed site and the direction to the site from each photo location;

3. The photos must be in a high-resolution format.

B. Photo Simulations
Provide photo simulations that would allow the City to visualize the proposed project as constructed. The photo simulations must be in a high-resolution format and show the proposed facility from reasonable line-of-sight locations that would accurately and reliably reflect the appearance of the proposed facility and/or modifications as-built.

1. Provide photo simulations using the base photos from the three vantage points. Each base photo and matching photo simulation must be the same size;

2. Depict the proposed facility accurately and reliably by visually representing all elements (cables, conduits, brackets, and electronic equipment such as antennas, radio units and powering equipment etc.) of the proposed facility and/or modifications as-built.

6. ALTERNATIVE SITE ANALYSIS
Label this as “Attachment 6 – Alternatives Site Analysis”.

Provide a detailed written analysis that describes how the proposed WF complies with all the requirements in the Wireless Municipal Code, which includes without limitation the location requirements, and all the alternative locations and designs considered before the applicant submitted this application.

The analysis must include all the following required information and/or materials:

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A. an aerial map that shows the general geographic area of the proposed location annotated to show:

B. the search ring used for this particular project;
C. all locations for each alternative considered for this particular project (or if none, so state);
D. for each alternative site considered, a detailed written description that includes, without limitation all the following:

1. the physical address;

2. zoning district designation;

3. support structure type considered;

4. general design concept and concealment elements/techniques considered;

5. overall height and achievable antenna centerline height;

6. the factual reasons why the applicant considered the potential alternative site location and/or design to be unacceptable, infeasible, unavailable or not in accordance with the standards in the Wireless Municipal Code.

Note: This explanation must include a meaningful comparative analysis and such technical information and other factual justification as are necessary to document the reasons why each alternative is unacceptable, infeasible, unavailable or not as consistent with the standards in the Wireless Municipal Code. Conclusory statements that a particular alternative is unacceptable, infeasible, unavailable or not in accordance with the standards in the Wireless Municipal Code will be deemed incomplete;
Note: If
a less preferred WF location is proposed, the applicant must present fact-based, reliable evidence to support its selection of the less preferred WF location.

Also, for each alternative site within the search ring, signal propagation maps in scale with the street level map that show current and predicted service coverage in the area for all active frequencies in RSSI, RSRP or other relevant signal level or quality indicator with and without the alternative site and with a legend that describes the objective signal levels in dBm that correspond to any colors used to depict signal levels on such propagation maps. The signal propagation maps required must be directly comparable with the signal propagation maps submitted to show before-and-after service from the applicant’s proposed site. If the applicant did not locate any alternatives within the search ring, the analysis must expressly state that no such alternatives were considered.

7. RF COMPLIANCE REPORT
Label this as “Attachment 7 – RF Compliance Report”.

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City of Glendale WF Policy, Requirements, and Application Guidelines

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Provide an RF exposure compliance report prepared and certified by an RF engineer from a 3rd party, and not an employee of the service provider, that certifies that the WF, as well as any collocated facilities, will comply with applicable federal RF exposure standards and exposure limits.

The RF compliance report must include the actual frequency and power levels [in watts effective radiated power (“ERP”), not EIRP] for all existing and proposed antennas at the site; Also, the RF Compliance Report must depict:
 the location and orientation (degree azimuths from true north ) of all transmitting antennas;
 the boundaries of areas with RF exposures in excess of the uncontrolled/general population limit (as that term is defined by the FCC);  the boundaries of areas with RF exposures in excess of the controlled/occupational limit (as that term is defined by the FCC).  the outline of all structures on public or private land that are within 20 feet of the proposed WF site antennas

8. FCC LICENSE
Label this as “Attachment 8 – FCC License”.

Provide a copy of the FCC License of the operator of the facility.

9. LATEST KMZ FILES
Label this as “Attachment 9 – Latest KMZ Files”.

A map showing the location of the streetlight pole where a WF is desired to be located. This map should be in the form of a Google KMZ file.

10. PLANNED NODE AND FIBER OPTIC INFRASTRUCTURE LIST
Label this as “Attachment 10 – Planned Node and Fiber Optic Infrastructure List”.

A master list showing the location of all upcoming node and fiber optic infrastructure planned for the City of Glendale.

11. ACOUSTIC ANALYSIS
Label this as “Attachment 11 – Acoustic Analysis”.

Provide a report prepared and certified by an engineer (or other qualified personnel acceptable to the City) that measures all noise-emitting equipment related to the WF and would operate at the site. Such equipment includes without limitation all environmental control units, sump pumps, temporary backup power generators, and permanent backup power generators. The acoustic analysis must include an analysis of the manufacturers’ specifications for all noise- emitting equipment and a depiction of the proposed equipment relative to all adjacent property lines.

In lieu of a certified report, the applicant may submit evidence from the equipment manufacturer that the ambient noise emitted from all the proposed

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equipment will not, both individually and cumulatively, exceed the applicable ambient noise limits. In addition, describe whether the equipment will be passively or actively cooled if any equipment will be enclosed in a shroud, cabinet, pedestal or other enclosure. If the equipment will be actively cooled, the applicant must include the manufacturer’s specifications for all active cooling mechanisms.

12. STRUCTURAL ANALYSIS
Label this as “Attachment 12 – Structural Analysis”.

Provide a report prepared and certified by a structural engineer (or other qualified personnel acceptable to the City) that evaluates whether the underlying pole or support structure has the structural integrity to support all the proposed equipment and attachments. At a minimum, the analysis must be consistent with all applicable requirements in CPUC General Order 95 (including, but not limited to, load and pole overturning calculations), the National Electric Safety Code, and any safety and construction standards required by the utility.

13. PUBLIC NOTICE
Label this as “Attachment 13 – Public Notice”.

Per the City’s Wireless Facility Wireless Municipal Code, the applicant needs to carry out all necessary public noticing requirements including submitting mailing list and mailing labels for all properties and record owners of properties within 500 feet of the proposed WF location.

14. CERTIFICATES OF INSURANCE
Label this as “Attachment 14 – Certificates of Insurance”.

Provide proof of certificates of insurance.

15. CITY BUSINESS LICENSE
Label this as “Attachment 15 – City Business License”.

Provide proof of City Business License.

16. CITY INDEMNIFICATION FORM
Label this as “Attachment 16 – City Indemnification Form”.

17. ENCROACHMENT PERMIT FORM
Label this as “Attachment 17 – Encroachment Permit Form”.

18. CERTIFICATION OF ACCURACY AND RELIABILITY
The undersigned certifies on behalf of itself, the applicant, and the owner of the property that the information provided in this form and its contents are true and complete to the best of the undersigned’s ability and knowledge, and the information provided here should be relied upon by the City as being accurate and complete when the City evaluates the WF proposal.

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_______________________ ______________________
Signature Title
_________
______________ ______________________
Individual Name Company Name
_________
______________
Date Signed

19. CERTI

FICATION OF PUBLIC CONVENIENCE AND NECESSITY (CPCN)
The undersigned certifies on behalf of itself, the applicant, and the owner of the property that the information provided in this form and its contents are true and complete to the best of the undersigned’s ability and knowledge, and the information provided here should be relied upon by the City as being accurate and complete when the City evaluates the SWF proposal.
_________
______________ ______________________
Signature Title
_________
______________ ______________________
Individual Name Company Name
_________
______________
Date Signed
Alexander Novak
Site Acquisition
Teleworld Solutions
Joe Milone
Executive Director Government Relations
ExteNet Systems, LLC.
01/31/2023
01/31/2023

City
of Glendale, California
Supplemental Wireless/DAS
Application Rev 11/09/10
WirelessSupplementalAppNov9,2010

Page 1 of 13 ends

in 1.10 Must Initial Here: ___________

CITY OF GLENDALE, CALIFORNIA

SUPPLEMENTAL APPLICATION FORM FOR WIRELESS PROJECTS
AND DISTRIBUTED ANTENNA SYSTEM (“DAS”) PROJECTS
The City of Glendale, Californi a recognizes that the provision of wireless and DAS services are h
ighly technical enterprises s ubject to various federal, state, and local regulations. This supplemental application form is designed to elicit necessary and required technical information in support of a planned Conditional Use Permit (“CUP”) or Special Use Permit (“SUP”) or Variance/Waver application for a new or modified wireless telecommunications site project or a Distributed Antenna System (“DAS”) project within the City of Glendale.

Completion of this supplemental application is a mandatory document for a wireless and DAS projects. This form assists the City of Glendale to comply with its duties under Title 30 of the Glendale Municipal Code; Secti ons 253 and 332 of the Communications Act of 1934 as amended; the FCC Shot Clock Order (F CC 09-99); California Public Utilities Code Sections 7901 and 7901.1; the California Environmental Quality Act (CEQA); the provisions of California Government Code Sections 6585 0.6 and 65964; and other local, state, and federal laws, regulations, and cour t rulings. The City of Glenda le requires that the applicant provide this information to assist it in creating a written administrative record containing substantial evidence sufficient to permit the City of Glendale’s informed consideration of your request, and to determine th e duties, rights and obligations of the City of Glendale and the applicant/owner of the proposed project.

No application for a new wireless site or for a modification of an existing wireless site shall be considered for determination of comple teness until all required responses to this supplemental application form and required Exhibits are completed and tendered to the City of Glendale.

Every page of this form including this page and the last page must be tendered to the City of
Glendale, California, and each question must be answered. If you do not believe that a specific item of information is necessary or applies to your application, mark the item on this form with the words, “Not Applicable” and at tach a detailed written explanation as to the basis for your belief (e.g., “Question 94.7 does not apply to this application because the proposed Project has no microwave transmission element.”) An unsupported statement such as “Question 94.7 does not apply” is insufficient as it is not informative as to your reasoning, and the determination of completeness of your application will be delayed while you provide a meaningful and detailed explanation.

Each page including this page and the last page must be initialed where indicated. The last page must also be completed, signed, an d dated. Please note that item numbers are intentionally non-sequential. Questions about this form or the information required by this form should be directed to th e City of Glendale’s Director of Community Development for public or private property projects , or to the Director of Public Works for projects in the public right-of-way.

AN

City of Glendale, California
Supplemental Wireless/DAS
Application Rev 11/09/10

WirelessSupplementalAppNov9,2010

Page 2 of 13 ends

Applicant’s Representative Listed
in 1.10 Must Initial Here: ___________

1.00: Project Location and Applicant Information

1.01:

1.02 1.03:

1.04:

1.08 1.10:

Project Physical Address (if any):

Project Site Number (if any)
Assessor’s Parcel Number:

Legal Name of Applicant
(Wireless Carrier or DAS Firm,
referred to in this form as the
“Project Owner”):

Project Owner is:

Applicant’s Representative is:

Name:

Title:

Firm Name:

Address 1:

Address 2:

City: State: Zip:

Main Tel: Ext:

Direct Tel:

Work Fax:

Mobile Tel:

Email Address:

Website:

1.14 Provide the City of Glendale Business License number for the Applicant or Applicant’s firm listed in 1.10: ____________________________

2.00: Project Owner Information and CPCN Information

2.03: Attach a letter of agency appointing the Applicant’s Representative as the agent for the Project Owner in connection with this application. Designate the letter of agency as “Exhibit 2.03.”

Initial here _______ to indicate that Exhibit 2.03 is attached hereto.

2.05: Attach a letter of agency appointing the Applicant’s Representative as the agent for the underlying Property Owner in connection with this application. Designate the letter of agency as “Exhibit 2.05.”

Initial here _______ to indicate that Exhibit 2.05 is attached hereto.

2.07: Does the Project Owner hold a Californi a Public Utilities Commission ‘Certificate of FRONT OF 1544 W KENNETH RD, Glendale, CA 91201
SCL Glendale 237
5622-027-018
ExteNet Systems, LLC
N/A as project is located in the Public Right-of-Way
Alexander Novak
Site Acquisition Agent
Teleworld Solutions
1054 Texan Tr, Ste. 300
Grapevine
TX
76051
682-351-3335
[email protected]
N/A - Not required for Extenet
AN
AN

City of Glendale, California
Supplemental Wireless/DAS
Application Rev 11/09/10

WirelessSupplementalAppNov9,2010

Page 3 of 13 ends

Applicant’s Representative Listed
in 1.10 Must Initial Here: ___________

Public Convenience and Necessity’ (CPCN) for any service to be provided by this project? ___ Yes ___ No

2.08: If the answer to 2.07 is Yes, provide a tr ue and complete copy of the Project Owner’s CPCN and mark it as “Exhibit 2.07.”

Initial here _______ to indicate that the Exhibit 2.07 is attached hereto.

3.00: FCC License / FAA Compliance / RF Safety Disclosure Information

3.01: For each person/legal entity that will be using the project site, provide the information in Sections 3 and

4. If more than one person/legal entity, provide separate information for each person/legal entity using the project site.

Note to DAS provider applicants named in 1.04: Unless the DAS provider is the FCC licensee for the proposed project, or the non-licensee to be transmitted from the site for its own purposes, the information provided in response to Sections 3 and 4 must be provided by every individual wireless licensee or non-licensee to be transmitted via the project identified in Section 1 of this form. That information must be provided on the letterhead of each entity. Each such response must also be signed by an authorized person, and that person’s printed name and title, address and telephone number must be shown on the letter. DAS provider-provided responses to Section 4 are unacceptable, and will result in your application being determined to be incomplete.

3.02: For questions 3.03 through 3.09 inclusive, disclose all information for each proposed
Radio Frequency signal emitter (“RF Emitter”) at the project site.

3.03:

3.04:

3.05:

3.06:

3.07:

3.08:

3.09:

Name of RF Emitter:

RF Emitter’s Address Line 1:

RF Emitter’s Address Line 2:

RF Emitter’s Phone number:

RF Emitter’s Fax number:

RF Emitter’s Contact Email
address:

Use of facility:
(Check all that apply)

Notice: Applicants not operating
under their own FCC license(s)

__ Amateur Radio
__ Broadcast Radio
__ Broadcast TV
__ Cellular telephone
__ Enhanced Specialized Mobile Radio
✔
AN
Verizon Wireless
15505 Sand Canyon Ave. Irvine, CA 92618
949-677-5953
[email protected]
AN

City of Glendale, California
Supplemental Wireless/DAS
Application Rev 11/09/10

WirelessSupplementalAppNov9,2010

Page 4 of 13 ends

Applicant’s Representative Listed
in 1.10 Must Initial Here: ___________

3.10:

3.11:

3.12:

3.13:

3.14:
must mark “Other” and disclose
of all information required here
for all entities that use the project.

Project latitude and longitude:

Specify DATUM used above:

Project maximum height (ft AGL):

Bottom of lowest transmitting
antenna (ft AGL):

RF Emissions (“Rad”) center of
the lowest transmitting antenna
(ft AGL):
__ Microwave
__ PCS telephone
__ Paging
__ SMR/ESMR
__ WiMax/WIFI
__ Other(s) (specify):____________________

N________________ W________________

__ WGS84 __NAD23 __NAD83
__Other DATUM (specify): _____________

3.15: For each licensee (i.e., “ABC Wireless” or “XYZ Wireless”), and for each radio
service (i.e., “PCS” or “Cellular”), complete and attach a separate two page “Appendix A” form from "A Local Government Official's Guide to Transmitting Antenna RF Emission Safety: Rules, Procedures, and Practical Guidance” available by download directly from the FCC at http://www.fcc.gov/oet/rfsafety/ (the “Appendix A Form”). Ensure that all proposed emissions from this project are accounted for on the Appendix A Forms you submit.

Distributed Antenna System (DAS) providers and all other who are not licensed by the FCC for the radio services proposed for this project and identified in 3.09: Unless the DAS provider is the FCC licensee for the proposed project or the emissions from the site are solely for the DAS provider’s own transmissions, the DAS provider must provide an Appendix A form completed by each wireless carrier or wireless service provider to be transmitted through the Project at each wireless site. Appendix A Forms completed by a DAS provider are unacceptable if they are not the FCC licensee for the particular wireless service(s) to be transmitted through the project.

Designate all completed Appendix A Forms as “Exhibit 3.15.”

For collocation projects: In addition
to the Appendix A Form(s) which you must
submit in connection with the project identified in this application, you must also submit an Appendix A Form for each collocated RF emitter. Designate any additional RF safety compliance information as “Exhibit 3.15-A.”

✔
Verizon Wireless

34.174022°
-118.282517°
✔
28’-4” AGL
25'-9" AGL
26-5” AGL
AN

City of Glendale, California
Supplemental Wireless/DAS
Application Rev 11/09/10

WirelessSupplementalAppNov9,2010

Page 5 of 13 ends

Applicant’s Representative Listed
in 1.10 Must Initial Here: ___________

For consistency, all Appendix A forms submitted must use effective radiated power (ERP) units of measure. Do not use effective isotropic radiated power (EIRP). To verify your understanding of this requirement, you must append the letters “ERP” following each wattage listing in each Appendix A form you submit.

Initial here _______ to indicate that al l required Exhibit 3.15 and 3.15-A forms are attached hereto.

3.16 Considering your response in Exhibit 3.15, above, and any other identifiable RF emitters that FCC OET Bulletin 65 requires be evaluated in connection with this Project, are all
portions of this Project cumulatively “categorically excluded” under FCC OET 65 requirements? ___ Yes ___ No

3.17: Does the project design or location requi re the Applicant to file an FAA Form 7460 or other documentation under Federal Aviation Regulation Part 77.13 et seq, or under the FCC rules? ___ Yes ___ No

3.18: If the answer to 3.17 is NO proceed to 4.00.

3.19: Attach complete copies of all requir ed FAA/FCC forms including all Exhibits and exhibits thereto, including without limitation FAA Form 7460. Designate this Exhibit, “Exhibit 3.17.”

Initial here _______ to indicate that Exhibit 3.17 is attached hereto.

4.00: Project Purpose

4.05: Indicate the dominant
purpose of the Project (check one or more, then proceed as directed):

__ Add network capacity without
adding significant new RF coverage area; Proceed
to 4.10.

__ Provide significant new
radio frequency coverage in an area not already served
by radio frequency coverage; Proceed to 4.10.

__ Increase the existing RF signal level in an area with existing radio frequency coverage; Proceed to 4.10.

__ Other; Proceed to 4.07.

4.07 Attach a written statement fully and expa nsively describing all portions or elements of the “Other” dominant purpose of this Project. Designate this Exhibit, “Exhibit

4.07.”

AN
✔
✔
✔
AN

City of Glendale, California
Supplemental Wireless/DAS
Application Rev 11/09/10

WirelessSupplementalAppNov9,2010

Page 6 of 13 ends

Applicant’s Representative Listed
in 1.10 Must Initial Here: ___________

Initial here _______ to indicate that Exhibit 4.07 is attached hereto.

4.10 Is this project intended to close or reduce what the applicant asserts to be a “significant gap” in its network? ___ Yes ___ No

4.11 If the answer to 4.10 is NO proceed to 4.20.

4.12 Attach a written statement fully and expansively describing the following:

a. A clear description of the geographic boundary of the claimed significant gap area, and
b. Attach a street-level map showing the geographic boundary of the claimed significant gap stated in 4.12(a) using the same standards as in 6.02; and c. Identify the size of the area, in units of square miles, of the claimed significant gap; and
d. Explain exactly the definition of the term “significant gap” as it applies to this project;
e. Explain exactly how the definition of significant gap term defined in 4.12(d) was developed, and identify who developed that definition, and when the definition was developed;
f. Discuss whether the significant gap term defined in 4.12(d) is identical to that term as used by some or all wireless carriers in the City of Glendale and/or the wireless industry as a whole, or whether that information is unknown; g. Specify whether the definition of “significant gap” provided in 4.12(d) is the same definition used in by this applicant and owner in all of its prior projects submitted to the City of Glendale, and if not, explain all differences and the reasons for the differences.
h. Discuss in detail all of the following in relation to the claimed significant gap area only. Where you have relied on external data sources, indentify those sources in detail your response.

1. Whether claimed significant gap affects significant commuter highway or railway, and if so, name each highway or railway, and how affected;

2. Describe in detail the nature and character of that area or the number of potential users in that area who may be affected by the claimed significant gap;

3. Describe whether the proposed facilities are needed to improve weak signals or to fill a complete void in coverage, and provide proof of either;

4. If the claimed significant gap covers well traveled roads on which customers lack roaming capabilities, identify all such well traveled roads by name within the claimed significant gap area and provide road use information about each such road;

5. If any “drive test” has been conducted within the claimed significant gap area, discuss in detail the methodology of how the test(s) was conducted, including details about the test equipment model numbers and location of the test equipment and antennas in or on the test vehicle, and provide all of the objective data collected during the drive test in .XLS or .CSV or ✔
AN

City of Glendale, California
Supplemental Wireless/DAS
Application Rev 11/09/10

WirelessSupplementalAppNov9,2010

Page 7 of 13 ends

Applicant’s Representative Listed
in 1.10 Must Initial Here: ___________

similar portable spreadsheet format;

6. If the claimed significant gap affects a commercial district, show the boundaries of the district on the map

7. If the claimed significant gap poses a public safety risk, describe in detail the claimed risk, and the expansively discuss the basis for this claim. i. If the claimed significant gap is based in whole or in part on factors regarding any factor related to switching center capacity; dropped calls; failed hand-offs; interference from or to other cell sites; pilot channels; site hopping; degraded RXQUAL; degraded Ec/Io; and/or any failure to meet any carrier transmission goal or percentage goal, attach at least the most recent twelve months of historical data by month documenting at least (1) the results or numerical data of each claimed parameter; (2) the wireless carrier’s numerical and percentage requirements for each such claimed perimeter; (3) the total number of calls attempted for each month both successfully and unsuccessfully completed; (4) the total number of calls that were not completed including failed originations; failed hand-offs; and non-normal call terminations; and (5) for every such claimed parameter that is not categorized by way of number or percentage, provide the data in the way kept by the carrier.
j. Provide all other relevant information you want the City of Glendale to consider when evaluating your claim of a significant gap.

Designate this Exhibit, “Exhibit 4.12.” Initial here _______ to indicate that Exhibit 4.12 is attached hereto.

4.13 Is the proposed project the least intrusive means to close the significant gap claimed and described in 4.12? ___ Yes ___ No

4.14 If the answer to 4.13 is NO proceed to 4.20.

4.15 Attach a written statement fully and expansively describing at a minimum:

a. Why this project is the least intrusive means to close the significant gap claimed and described in 4.12.

b. Identify and discuss all alternative sites and means considered to close the significant gap claimed and described in 4.12.

c. Whether two or more sites in lieu of the site proposed in Section 1 could close the significant gap claimed and described in 4.12, or to reduce the significant gap to be less than significant, with less impact on the community as compared with a single site? If the answer is no, please explain in narrative format the basis for that answer.

d. Whether the City of Glendale requiring two or more sites in place of the site proposed in Section 1 would prohibit or have the effect of prohibiting the applicant from providing any interstate or intrastate telecommunications service.

AN

City of Glendale, California
Supplemental Wireless/DAS
Application Rev 11/09/10

WirelessSupplementalAppNov9,2010

Page 8 of 13 ends

Applicant’s Representative Listed
in 1.10 Must Initial Here: ___________

If the response asserts that a prohibition or effective prohibition would occur, explain in detail in narrative form all of the reasons why it would

e. Include and attach all information whatsoever you relied on in reaching your affirmative determination in 4.13.

f. Include any other information you believe would assist the City of Glendale make findings regarding whether the proposed project is the least intrusive means of closing the significant gap claimed and described in 4.12, or to reduce the significant gap to be less than significant.

Designate this Exhibit, “Exhibit 4.15.”

Initial here _______ to indicate that Exhib it 4.15 is attached hereto. Proceed to 4.20

4.20 If any portion of the project is to utilize radio spectrum that does not require an FCC license, identify in detail the portions of the project that used unlicensed spectrum.

Designate this Exhibit, “Exhibit 4.20.”

Initial here _______ to indicate that Exhibit 4.20 is attached hereto.

4.25 Is this project designed to use any form of direct site-to-site radio interconnection (i.e., microwave or donor/donee configuration, for example) with another existing or currently planned site? ___ Yes ___ No

4.26: If the answer to 4.25 is NO proceed to 5.00.

4.27: Attach a detailed written statement fu lly and expansively describing the radio interconnection proposed, and identify all other existing or planned sites that will be interconnected with this project. Designate this Exhibit, “Exhibit 4.25.”

Initial here _______ to indicate that Exhibit 4.25 is attached hereto.

5.00: Build-Out Requirements

5.01: Do any of radio services identified in 3.09 above require the licensee to provide specific radio frequency/population build-out coverage pursuant to the underlying FCC license? ___ Yes ___ No

5.02: If the answer to 5.01 is NO proceed to 6.00.

5.03: Have all of the FCC build-out requirem ents as required by all licenses covering all radio services proposed at this Project been met? ___ Yes ___ No

5.04: If the answer to 5.03 is YES proceed to 6.00.
✔
✔
✔
AN

City of Glendale, California
Supplemental Wireless/DAS
Application Rev 11/09/10

WirelessSupplementalAppNov9,2010

Page 9 of 13 ends

Applicant’s Representative Listed
in 1.10 Must Initial Here: ___________

5.05: Disclose by licensee call sign id entified in Section 3.02 all build-out requirements/obligations which have yet to be met, and the known or estimated date when the remaining build-out requirements will be met. Designate this Exhibit “Exhibit 5.05.”

Initial here _______ to indicate th at Exhibit 5.05 is attached hereto.

5.10 Will this proposed site be interconnected via radio frequency transmissions to any other site or sites now constructed, proposed, or anticipated? For the purpose of this question, interconnection includes one or more radio frequency links to provide for ‘back-haul’ from this site to a switching center or centralized node location. ___ Yes ___ No

5.11: If the answer to 5.10 is NO proceed to 6.00.

5.15 Identify by physical address (or if none, by geographic description) all other sites, regardless of whether now constructed, proposed, or anticipated, that are to be interconnected with this project site. Disclose in technical detail the proposed method of interconnection. Designate this Exhibit “Exhibit 5.15.”

Initial here _______ to indicate th at Exhibit 5.15 is attached hereto.

6.00: Radio Frequency Coverage Maps

6.01: Where a licensee intends to provide radio frequency coverage from the project to an identified geographic coverage, the coverage maps and information requested in Section 6 are required Exhibits.

Distributed Antenna System (DAS) providers and all others who are not the RF
emitters for the radio services proposed for this project and identified in 3.09: You must
provide radio frequency coverage maps prepared by the FCC licensee(s) that will control the RF emissions from this project. Radio frequency coverage maps required here that are completed by a DAS provider are unacceptable if they are not the FCC licensee or in full control of the RF emitter for the particular wireless service transmitted through the project.

If no geographic coverage area is identified, initial here _______ and proceed to 7.00.

6.02 For the coverage maps required here, the following mandatory requirements apply.

Failure to adhere to these requirements may delay your application’s determination of completeness.

a. The size of each submitted map must be no smaller than 11” by 8.5.” Each map must be of the same physical size and map area scale. Each map must use the same base map (i.e., same streets and legends shown on all).

AN
X
AN

City of Glendale, California
Supplemental Wireless/DAS
Application Rev 11/09/10

WirelessSupplementalAppNov9,2010

Page 10 of 13 ends

Applicant’s Representative Listed
in 1.10 Must Initial Here: ___________

b. If the FCC rules for any proposed radio service defines a minimum radio frequency signal level that level must be shown on the map in a color easily distinguishable from the base paper or transparency layer, and adequately identified by RF level and map color or gradient in the map legend. If no minimum signal level is defined by the FCC rules you must indicate that in the legend of each RF coverage map. You may show other RF signal level(s) on the map so long as they are adequately identified by objective RF level and map color or gradient in the map legend.

6.03: Provide a map consistent with the re quirements of 6.02 showing the existing RF coverage within the City of Glendale on the Applicant’s same network, if any (if no existing coverage, so state). This map should not
depict any RF coverage to be
provided by the Project. Designate this Exhibit “Exhibit 6.03.”

Initial here _______ to indicate that Exhibit 6.03 is attached hereto.

6.04: Provide a map consistent with the requi rements of 6.02 showing the RF coverage to be provided only
by the Project. This map should not depict any RF coverage provided any other existing or proposed wireless sites. Designate this Exhibit “Exhibit 6.04.”

Initial here _______ to indicate that Exhibit 6.04 is attached hereto.

6.05: Provide a map consistent with the requi rements of 6.02 showing the RF coverage to be provided by the Project and
by all other existing wireless sites on the same
network should the Project site be activated. Designate this Exhibit “Exhibit 6.05.”

Initial here _______ to indicate that Exhibit 6.05 is attached hereto.

7.00: Project Photographs and Photo Simulations

7.01: The Applicant shall submit photo simulati ons consistent with the following standards:

1. Minimum size of each base photo and
each photo simulation must be 10 inches by 8
inches (landscape orientation). Each base photo and matching photo simulation must be the same size. Single sheets of 11 x 8 ½ inches showing base photos and photo simulations on the same page are unacceptable.

2. All elements of the Project as proposed by the Applicant which can be seen from any point at ground level, or from any level within or on buildings within 500 feet of the Project must be shown in one or more close-in photo simulations (i.e., panel antennas, omni-directional antennas, GPS antennas, antenna camouflage devices, cable trays; equipment cabinets; working lights; etc.).

3. The overall Project as proposed by the Applicant must be shown in three or more area AN
AN
AN
AN

City of Glendale, California
Supplemental Wireless/DAS
Application Rev 11/09/10

WirelessSupplementalAppNov9,2010

Page 11 of 13 ends

Applicant’s Representative Listed
in 1.10 Must Initial Here: ___________

photo simulations. Base photographs must, at a minimum, be taken from widely scattered positions of 120 degrees. A map detail showing each location where a photograph was taken, the proposed site, and the direction to the site from each photo location must be included. Base photographs taken from locations that have some physical feature obscuring the Project site, and the photo simulations associated with those same base photographs, are not acceptable.

Attach all base photographs and photo simulatio ns to this application marked as Exhibit

7.01. The purpose of the photo simulations is to allow the City of Glendale to visualize the Project as completed, therefore the number of site photos, and photo simulations, and the actual or simulated camera location of these photos and photo simulations are subject to City of Glendale determination. The Applicant should submit photos and photo simulations consistent with these instructions, and be prepared to provide additional photos and photo simulations should they be requested by the City of Glendale.

The Applicant certifies by initialing in the space at the end of this paragraph that that all of the photos and photo simulations provided for Exhibit 7.01 are accurate and reliable photographic representations of the current project site and the proposed project to be constructed or modified, and that the Applicant is fully aware that the City of Glendale will rely on all of the photos and photo simulations provided in Exhibit 7.01 when it considers approval of this Project, and later when determining project completion.

Applicant’s initials: ___________ (If not initialed, this application may be deemed incomplete by the City of Glendale.)

8.00: Alternative Candidate Sites

8.01: Amateur radio applicants proceed to 9.00.

8.02: Has the Applicant or Owner or anyone work ing on behalf of the Applicant or Owner secured or attempted to secure any leases or lease-options or similar formal or informal agreements in connection with this
Project for any sites other than the
proposed project site? ___ Yes ___ No

8.03: If the answer to 8.02 is NO proceed to 8.05.

8.04: Provide the physical address of each su ch other location, and provide an expansive technical explanation as to why each such other site was disfavored over the Project Site.

Designate this Exhibit “Exhibit 8.04.”

Initial here _______ to indicate that Exhibit 8.04 is attached hereto.

8.05: Considering this proposed site, is it the one and only one location within or outside of the
AN
X
AN
AN

City of Glendale, California
Supplemental Wireless/DAS
Application Rev 11/09/10

WirelessSupplementalAppNov9,2010

Page 12 of 13 ends

Applicant’s Representative Listed
in 1.10 Must Initial Here: ___________

City of Glendale that can possibly meet the objectives of the Project? ___ Yes ___ No

8.04: If the answer to 8.05 is NO, proceed to 9.00.

8.05: Provide a technically expa nsive and detailed explanation supported as required by comprehensive radio frequency data and all other necessary information fully describing why the proposed site is the one is it the one and only one location within or outside of the City of Glendale that can possibly meet the radio frequency objectives of the Project.

Explain, in exact and expansive technical detail all of the objectives of this Project that can be achieved only at this project site, and why.

Designate this Exhibit “Exhibit 8.05.”

Initial here _______ to indicate that Exhibit 8.05 is attached hereto.

9.00: Identification of Key Persons

9.01: Identify by name, title, company affilia tion, work address, telephone number and extension, and email address the key person or persons most knowledgeable regarding this Project so that the City of Glendale may contact them with questions regarding the Project:

9.10 Person responsible for the final site selection for the Project; Name:

Title:

Company Affiliation:

Work Address:

Telephone / Ext.:

Email Address:

9.20 Person responsible for the radio freq uency engineering of the Project; Name:

Title:

Company Affiliation:

Work Address:

Telephone / Ext.:

Email Address:

9.30 Person responsible for rejection of othe r candidate sites evaluated, if any; Name:

Title:

Company Affiliation:

Work Address:

Telephone / Ext.:

Email Address:

X
Dimitri Gogas
RF
ExteNet Systems
300 E Magnolia Blvd, Ste. 400, Burbank, CA 91502
415-617-5190
[email protected]
AN
Joe Milone
Joe Milone
Executive Director
Executive Director
ExteNet Systems
ExteNet Systems
300 E Magnolia Blvd, Ste. 400, Burbank, CA 91502
300 E Magnolia Blvd, Ste. 400, Burbank, CA 91502
(281) 203-6100
(281) 203-6100
[email protected]
[email protected]

City of Glendale, California
Supplemental Wireless/DAS
Application Rev 11/09/10

WirelessSupplementalAppNov9,2010

Page 13 of 13 ends

Applicant’s Representative Listed
in 1.10 Must Initial Here: ___________

9.40 If more than one key person is now or was involved in any of the functions identified in this section at or before the time of the submission of this form, attach a separate sheet providing the same information for each additional person, and identifying which function or functions are/were performed by each additional person.

Designate this Exhibit “Exhibit 9.40.”

Initial here _______ to indicate that the information above is complete and there is no

Exhibit 9.4, or initial here _______ to indicate that Exhibit 9.40 is attached.

10.00 Additional Informatio n Provided by Applicant

10.01 You are invited and encouraged to provide any additional written information that you wish the City of Glendale to consider in connection with your proposed project.

If you wish to attach information, designate this Exhibit “Exhibit 10.”

Initial here _______ to indicate that Exhibit 10 is attached hereto, or
initial here _______ to indicate that there is no Exhibit 10 attached.

11.00: Certification of Accuracy and Reliability

11.01: The undersigned certifies on be half of itself, the Applicant, and the Owner that the information provided in this form and its contents are true and complete to the best of the undersigned’s ability and knowledge, and that information provided here should be relied upon by the City of Glendale as being accurate and complete when the City of Glendale evaluates this project.

_______________________________ ________________________ Signature Title

_______________________________ ________________________ Print Name Provide Email Address

_______________________________ ________________________ Print Company Name Provide Telephone Number

_______________________________
Date Signed

<Last Page: Remember to sign above and initial below>

AN
AN
ExteNet Systems, LLC Authorized Agent
Alexander Novak
[email protected]
Teleworld Solutions
682-351-3335
2/21/2023
AN

FCC/LSGAC Local Official’s Guide to RF
Optional Checklist for Local Government
To Determine Whether a Facility is Categorically Excluded Purpose: The FCC has determined that many wireless facilities are unlikely to cause human exposures in excess of RF exposure guidelines. Operators of those facilities are exempt from routinely having to determine their compliance. These facilities are termed "categorically excluded." Section 1.1307(b)(1) of the Commission's rules defines those categorically excluded facilities. This checklist will assist state and local government agencies in identifying those wireless facilities that are categorically excluded, and thus are highly unlikely to cause exposure in excess of the FCC’s guidelines. Provision of the information identified on this checklist may also assist FCC staff in evaluating any inquiry regarding a facility’s compliance with the RF exposure guidelines.
continue

BACKGROUND INFORMATION
Facility Operator’s Legal Name: ExteNet Systems, Inc.

Facility Operator’s Mailing Address: 300 E Magnolia Blvd, Ste. 400, Burbank, CA 91502 Facility Operator’s Contact Name/Title: Drew Yoon
Facility Operator’s Office Telephone: 94 9-232-2359
Facility Operator’s Fax:

Facility Name: SCL Glendale 237
Facility Address: FRONT OF 1544 W KENNETH RD
Facility City/Community: Glendale
Facility State and Zip Code: CA 91201
Latitude: 34° 10' 26.48" N
Longitude: 118° 16' 57.06" W
Optional Local Government Checklist (page 2)

EVALUATION OF CATEGORICAL

EXCLUSION

12. Licensed Radio Service (see attached Table 1):Personal Communications Service

13. Structure Type (free-standing or building/roof-mounted): Free Standing

14. Antenna Type [omnidirectional or directional (includes sectored)]: Directional

15. Height above ground of the lowest point of the antenna (in meters): 7.85 m

16. Check if all of the following are true:
(a) This facility will be operated in the Multipoint Distribution Service, Paging and Radiotelephone Service, Cellular Radiotelephone Service, Narrowband or Broadband Personal Communications Service, Private Land Mobile Radio Services Paging Operations, Private Land Mobile Radio Service Specialized Mobile Radio, Local Multipoint Distribution Service, or service regulated under Part 74, Subpart I (see question 12).
(b) This facility will not be mounted on a building (see question 13). (c) The lowest point of the antenna will be at least 10 meters above the ground (see question 15).

If box 16 is checked, this facility is categorically excluded and is unlikely to cause exposure in excess of the FCC’s guidelines. The remainder of the checklist need not be completed. If box 16 is not checked, continue to question 17.

17. Enter the power threshold for categorical exclusion for this service from the attached Table 1 in watts ERP or EIRP∗ (note: EIRP = (1.64) X ERP): Please see attached calculations

18. Enter the total number of channels if this will be an omnidirectional antenna, or the maximum number of channels in any sector if this will be a sectored antenna:

19. Enter the ERP or EIRP per channel (using the same units as in question 17):

20. Multiply answer 18 by answer 19:

21. Is the answer to question 20 less than or equal to the value from question 17 (yes) If the answer to question 21 is YES, this facility is categorically excluded. It is unlikely to cause exposure in excess of the FCC’s guidelines.

If the answer to question 21 is NO, this facility is not categorically excluded. Further investigation may be appropriate to verify whether the facility may cause exposure in excess of the FCC’s guidelines.
∗"ERP" means "effective radiated power" and "EIRP" means "effective isotropic radiated power 1054 Texan Trail, Suite 300 • Grapevine, Texas 76051
Tel: 682-651-0034 • Fax: 817-527-4081
[email protected] • www.gssmidwest.com
MPE Compliance Checklist
GSS || Page 1 of 2
This form shall be filled out by the RF Engineer after construction drawings are finalized and prior to completion of the NEPA report. A new checklist must be prepared for any new or modified facility including height, power/ERP, antenna changes, channel adds, or frequency additions.

RF Engineer Signature: _________
___________________________

1. Are the following sta
tements TRUE?
a. This facility will be operated between 300 kHz and 100 GHz [including 600 MHz, 700 MHz, 800 MHz, 1900 MHz, 2100 MHz, CBRS (3 GHz), LAA (5 GHz), mmWave (24 GHz, 28 GHz, 39 GHz) frequency bands]. YES NO
b. This facility will not be mounted on a building. YES NO c. This facility employs frequency bands between 300 kHz and 100 GHz [including 600 MHz, 700 MHz, 800 MHz, 1900 MHz, 2100 MHz, CBRS (3 GHz), LAA (5 GHz), mmWave (24 GHz, 28 GHz, 39 GHz) frequency bands], is the total power of all RF sources ≤1 as per the following formula.

Figure 1: Multiple RF Source Summation Equation YES NO ERPj = the available maximum time-averaged power or the ERP, whichever is greater, of fixed, mobile, or portable RF source j.

ERPth,j = exemption threshold ERP for fixed, mobile, or portable RF source j, at a distance of at least λ/2π, according to the applicable MPE-based Single RF Source formula at the location in question.

Note: EIRP = (1.64 X ERP)
* If Steps 1.a, b and c are “Yes”
, then the tower is deemed ‘exempt’ from the requirement to perform routine environmental processing for RF exposure. Therefore, Conduct Step 5, provide a copy of the following Compliance Statement to the Project Manager or vendor completing the NEPA report.

X
X
X
Site Name: SCL GLENDALE 237
RFEngineer: Prasad Kuppurangan
Site Number: SW-CA-GLENDA-00237
Date: 2/21/2023

GSS ||Page 2 of 2
*
If you checked NO to any of the three statements, this facility is not ‘exempt’. Further investigation is appropriate to verify whether the facility may cause exposure in excess of the FCC’s guidelines. Continue to question 2.

2. NOTE on Building-Mounts: GSS recommends full MPE evaluation assessment on all rooftops, water tanks and other building mounted antennas - no exemptions apply. (Conduct the full MPE evaluation study then proceed to Step 3 regardless of response)

3. Are the RF Exposure limits in excess of FCC regulations (47 CFR 1.1310 and 2.1093)? YES NO (If “No”, skip question 4)

4. Will the RF power densities exceed occupational or public exposure limits under the RF Exposure Study if all recommended RF mitigation procedures are implemented? YES NO (
If “Yes”, contact RF Planning and Regulatory Affairs for additional mitigation measures before proceeding)

5. F
inal Action: Attach the MPE Analysis and forward this form along with any additional MPE documentation to the Project Manager.

Statement of Compliance with FCC Rules 47 CFR Sec. 1.1307 & Sec. 1.1310 The Federal Communications Commission (“FCC”) regulates the maximum permissible exposure (“MPE”) of persons to RF radiation and wireless carriers must comply with the requirements of the FCC. The relevant requirements which deal with wireless antenna towers and other structures are found in Sections 1.1307 and 1.1310 of the FCC’s RF Exposure Rules.

Appendix

314298574 - 1 -
ALJ/CFG/avs/lil Date of Issuance 9/30/2019

Decision 19-09-045 September 26, 2019

BEFORE THE PUBLIC UTILITIES COMMISSION OF THE STATE OF CALIFORNIA

Application of ExteNet Systems, Inc., for a
Certificate of Public Convenience and
Necessity to Provide Full Facilities-Based
and Resold Competitive Local Exchange
and Interexchange Services.

Application 18-11-002

DECISION GRANTING EXTENET SYSTEMS, INC.

A CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY

IN ORDER TO PROVIDE FULL FACILITIES-BASED AND RESOLD

COMPETITIVE LOCAL EXCHANGE AND INTEREXCHANGE SERVICE

Summary
Pursuant to Public Utilities Code § 1001, we grant ExteNet Services, Inc., a certificate of public convenience and necessity to provide full facilities-based and resold competitive local exchange and interexchange service in California subject to the terms and conditions set forth in the Ordering Paragraphs.

This proceeding is closed.

1. Background
On November 1, 2018, ExteNet Services, Inc. (ESI), a corporation authorized to do business in California, filed an application for a certificate of public convenience and necessity (CPCN) to provide full facilities-based and resold Local Exchange and Interexchange competitive services in the service territories of Pacific Bell Telephone Company d/b/a AT&T California (AT&T A.18-11-002 ALJ/CFG/avs/lil

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California), Frontier California Inc. (Frontier California),1 Citizens Telecommunications Company of California, Inc. d/b/a Frontier Communications of California (Frontier Communications), and Consolidated Communications of California Company (Consolidated Communications, formerly SureWest Telephone)2 and interexchange service in California.

ESI is a privately held Delaware corporation which has operating permits in most states throughout the United States.3 ESI’s principal place of business is in Lisle, Illinois. The ultimate parent of ESI is Mount Royal Holdings, LLC, a Delaware limited liability company which is owned by multiple private equity firms and individuals in the management of ESI, none of which own a majority share.4
ESI itself is the sole owner of six subsidiaries, each one authorized to provide intrastate telecommunications services in at least one state.5 Among these six subsidiaries is one holding a certificate authorizing it to conduct business as a telephone corporation in California; that entity is known as ExteNet Systems (California) LLC (U6959C) (hereinafter, ESI-CA).

Originally, in 2005, ESI-CA’s certificate and utility designation number (U6959C) were issued to its parent, ESI. ESI-CA did not exist at the time. In two decisions, one (D.05-07-004) issued shortly after ESI was initially authorized

1 Frontier California was formerly Verizon California, Inc. (Verizon). As of April 1, 2016, Verizon’s operations in California were acquired and are now operated by Frontier California, Inc., pursuant to Decision (D.) 15-12-005.
2 SureWest Telephone was acquired by Consolidated Communications Inc. in 2012, pursuant to D.12-06-004, and SureWest Telephone changed its name to Consolidated Communications of California Company as of January 1, 2016.
3 See Application at 2. ESI represents in its application that it holds authorizations to provide telecommunications services in 43 states, plus the District of Columbia. 4 Ibid.
5 Application at 2.

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to operate as a telephone corporation in California and the other (D.06-04-063) a year later, the Commission increased ESI’s operating authority to allow ESI to provide full facilities-based and resold competitive local exchange and non-dominant interexchange services.

In November 2006, ESI organized ESI-CA as its wholly owned subsidiary.6 In April 2007, the Commission granted ESI permission to transfer its CPCN to ESI-CA.7
ESI explains in its current application that it desires a CPCN of its own, again, which it will use to provide the same services in California as ESI-CA, even while ESI-CA continues to operate in California.8 Documents, sent by ESI to the Communications Division of the Commission, indicate that ESI’s purpose for seeking another CPCN while ESI-CA continues to hold the original CPCN is “to align the [ESI-CA and ESI] companies with their current and future customer focus … and to obtain debt financing.”9
ESI represents that it and ESI-CA will pursue two new debt financing transactions, each to a separate lender. According to ESI, its subsidiary, ESI-CA, will pledge some of its California assets to secure financing from one source and other of its California assets to secure financing from a different source; however, ESI will provide the services associated with some of the pledged assets while

6 Advice Letter No. 4, dated April 3, 2007, at 2.
7 On April 24, 2007 the Commission approved the transfer requested in Advice Letter No. 4. 8 Application at 7 (“… Applicant will offer similar services at the same rates and on the same conditions as currently provided by [ESI-CA] …”); see also, ESI’s Response to ALJ Request for Additional Information, filed May 29, 2019, at 2 (“ESI and ESI CA will provide identical services in California following issuance of a CPCN to ESI”).
9 Advice Letter No. 141, dated June 7, 2019, at 3. This advice letter sought permission to transfer control of ESI-CA to a newly created, indirect subsidiary of ESI, called ExteNet Issuer, LLC. The Commission granted permission for the change of control on June 10, 2019.

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ESI-CA continues to provide services associated with the remainder of the newly pledged assets.10
ESI provides services to the following types of business customers:
wireless carriers, broadband providers, commercial property owners, enterprises, communities and Internet of Things (IoT) companies. It has a comparatively small number of core customers which provide significant, aggregate, annual, consolidated revenue. If its application for a CPCN is granted, ESI intends to provide infrastructure facilities, such as dark fiber and metro cell nodes, to transport and transmit communications from wireless and wireline carriers in California. ESI states that it expects that any outside plant construction will be small scale, such as short conduit routes, installation of poles or conduit where existing facilities are inadequate and small, above-ground facilities in roadways and other previously developed rights of way. 11 ESI filed its application on November 1, 2018. On November 29, 2018 the Commission determined the proceeding should be characterized as ratesetting and a hearing would be necessary. The proceeding was assigned to Commissioner Liane Randolph and Administrative Law Judge (ALJ) Charles Ferguson.

A prehearing conference was held before the assigned ALJ on April 22, 2019 at which only ESI appeared. On May 29, 2019 ESI supplemented its application by submitting further confidential financial information requested by the assigned ALJ at the April 22 prehearing conference.

10 See ESI’s Response to ALJ Request for Additional Information, filed May 29, 2019, at 2 (“Certain assets currently held in California by ESI CA will be pledged to one financing party and other assets currently held by ESI CA will be pledged to a separate financing party[;] … both ESI and ESI CA will need CPCNs in order to allow them to provide the services associated with those pledged assets”).
11 See Application, Exh. D.

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A scoping memo was issued by the assigned Commissioner on August 12, 2019.

2. Jurisdiction
Public Utilities Code (Pub. Util. Code) § 216(a) defines the term “public utility” to include a “telephone corporation,” which in turn is defined in Pub.

Util. Code § 234(a) as “every corporation or person owning, controlling, operating, or managing any telephone line for compensation within this state.” ESI proposes to provide full facilities-based and resold competitive services throughout California.

ESI is a Common Carrier as defined by § 153 of the Federal Telecommunications Act of 1996 (Act) eligible to interconnect with the public switched telephone network pursuant to §§ 251 and 252 of the Act, and that if granted a CPCN, it will operate as a telephone corporation under Pub. Util. Code § 234(a), and obey the Public Utility Code and all Commission rules, decisions, and orders applicable to telephone corporations.

3. California Environmental Quality Act (CEQA)
Pursuant to CEQA and Rule 2.412 of the Commission’s Rules of Practice and Procedure, the Commission examines projects to determine any potential environmental impacts in order that adverse effects are avoided, and environmental quality is fully restored or enhanced as much as possible under CEQA.

As noted above, ESI’s proposed construction activities will generally include the installation of dark fiber and metro cell nodes, to transport and transmit communications by wireless and wireline carriers in California. These

12 Unless otherwise noted, items labeled “Rule” are from the Commission’s Rules of Practice and Procedure.

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will be small scale, such as short conduit routes, installation of poles, or conduit where existing facilities are inadequate, and small, above-ground facilities in roadways and other previously developed rights of way.

These activities fall within the following classes of projects that are exempt from CEQA and for which neither an Environmental Impact Report nor a Negative Declaration is required.
 Class 1 Exemption: operation, repair, maintenance, leasing or minor alteration of existing public or private structures and facilities, with negligible or no expansion of an existing use. This includes existing facilities used to provide public utility services. (14 CCR § 15301.)
 Class 3 Exemption: construction including water main, sewage, electrical, gas and other utility extensions of reasonable length to serve such construction. This includes the construction of limited numbers of new small facilities or utility extensions. (14 CCR § 15303.)
ESI’s proposed activities involve construction of reasonably short utility extensions (Class 3). In order to provide its service, ESI will install its dark fiber and metro cell nodes in existing roadways and rights of way. The fiber will either be attached to existing poles or will be placed underground in existing conduits or, if there are no poles and no underground conduit, ESI will add them to the existing right of way. Exemption of these activities is consistent with Commission precedent. ESI’s proposed new construction activities are like those undertaken by other carriers that we have decided are categorically exempt from CEQA. See, e.g, D.06-04-063 (ClearLinx Network Corporation); D.06-04-067 (CA-CLEC LLC).

ESI requests approval to utilize a procedure for expedited review of its projects once it is aware of a specific site(s) in which it plans construction. The proposed procedure tracks the expedited review procedure that we have A.18-11-002 ALJ/CFG/avs/lil

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approved for other carriers. Such a process will expedite CEQA review and is appropriate for the type of construction outlined here, which will be categorically exempt. By establishing this expedited review process, we can review the information on a specific project to confirm that it is categorically exempt from CEQA or to explain why further environmental review is required.

At the same time, the proposed CEQA review process will enable ESI to undertake construction of its projects in an efficient manner without experiencing delays caused by an unnecessarily protracted CEQA review.

As we provided for other carriers, the following procedure will be used to obtain Commission approval of ESI’s claimed CEQA exemptions for proposed construction projects:
 ESI will provide the Commission’s Energy Division with:
 A detailed description of the proposed project,
including:
 Customer(s) to be served;
 The precise location of the proposed construction
project; and
 Regional and local site maps.
 A description of the environmental setting, to include at a minimum:
 Cultural, historical, and paleontological resources;
 Biological resources; and
 Current land use and zoning.
 A construction workplan, to include:
 Commission Preconstruction Survey Checklist—
Archaeological Resources;
 Commission Preconstruction Survey Checklist—
Biological Resources;
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 A detailed schedule of construction activities, including site restoration activities;
 A description of construction/installation techniques;  A list of other agencies contacted with respect to siting, land use planning, and environmental resource issues,
including contact information; and
 A list of permits required for the proposed project.
 A statement of the CEQA exemption(s) applicable to the proposed project; and
 Documentation and factual evidence enough to support
a finding that the claimed exemption(s) is (are)
applicable.
 The Energy Division will review ESI’s submission for the proposed project to confirm that the claimed exemption(s) from CEQA are applicable.
 Within 21 days from the date of ESI’s submittal, the
Energy Division will issue either:
 A Notice to Proceed (NTP) and file a Notice of
Exemption with the State Clearinghouse, Office of
Planning and Research, or
 A letter of denial stating the specific reasons why the claimed exemption(s) are not applicable to the proposed project.

We have reviewed the application and find that:
 ESI’s proposed facilities-based project activities are very limited;
 These activities would in almost all circumstances be very likely to qualify for an exemption from CEQA; and
 The proposed process for reviewing the applicability of CEQA exemptions to ESI’s facilities-based projects is not only adequate for the Commission’s purposes as CEQA
Lead Agency, but is also in the public interest because it enables ESI to respond in a timely manner to requests for A.18-11-002 ALJ/CFG/avs/lil

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service without the delay or burden of a full CEQA review when such review is unnecessary.

We therefore approve ESI’s proposed process for Commission review of claimed CEQA exemptions for construction projects undertaken pursuant to ESI’s full facilities-based authority, based on the specific facts of this case with the following modifications related to the Commission’s Energy Division review and approval or disapproval of the proposed exemptions.

If the Energy Division disapproves ESI’s claimed CEQA exemption(s) and issues a letter of denial to ESI, ESI must either re-design the specific project and facilities and then reapply for a finding of exemption from CEQA, or file a formal application with the Commission seeking the requisite approval and full CEQA review, before commencing any construction activities.

ESI shall not perform any full facilities-based construction activities without first obtaining an NTP from the Energy Division or authorization by the Commission after the requisite environmental review.

We have previously determined that the public convenience and necessity require that competition be allowed in the provision of competitive local exchange service, Rulemaking 95-04-043/Investigation 95-04-044. Granting this application will benefit the public interest by expanding the availability of technologically advanced telecommunications services within the state.

4. Financial Qualifications
To be granted a CPCN, an applicant for authority to provide full facilities-based and resold competitive local exchange and interexchange services must demonstrate that it has a minimum of $100,000 cash or cash equivalent, A.18-11-002 ALJ/CFG/avs/lil

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reasonably liquid and readily available to meet the firm’s start-up expenses.13 An applicant must also demonstrate that it has sufficient additional resources to cover all deposits required by local exchange carriers and/or interexchange carriers in order to provide the proposed service.14 In this proceeding, ESI provided its audited financial statements for 2017 and 2018 showing that $100,000, plus an amount equal to the deposits required by AT&T California, Frontier California, Frontier Communications, and Consolidated Communications would be available to ESI for one year following certification.

Since ESI has provided documentation that it possesses a minimum of $100,000 that is reasonably liquid and available, it has demonstrated that it has enough funds to meet its start-up expenses and has fulfilled this requirement. ESI’s financial documentation will be subject to verification and review by the Commission for one year to ensure that such funds are available.

5. Technical Qualifications
To be granted a CPCN for authority to provide competitive local exchange and interexchange service, an applicant must make a reasonable showing of managerial and technical expertise in telecommunications or a related business. 15 ESI has been a part of the telecommunications industry nationwide for many years and supplied biographical information on its management in Exhibit I (eye) to its application that demonstrates it and they have sufficient expertise and

13 The financial requirement for Competitive Local Exchange Carriers (CLEC) is contained in D.95-12-056, Appendix C. The financial requirement for Non-Dominant Interexchange Carriers (NDIEC) is contained in D.91-10-041.
14 The requirement for Competitive Local Carrier (CLC) applicants to demonstrate that they have additional financial resources to meet any deposits required by underlying Local Exchange Carriers (LEC) and/or IECs is set forth in D.95-12-056, Appendix C. For NDIECs, the requirement is found in D.93-05-010.
15 D.95-12-056 at Appendix C, Rule 4.A.

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training to operate as a telecommunications provider in California. Furthermore, ESI’s wholly owned subsidiary, ESI-CA, has been providing telecommunications service in California for several years. There are no outstanding complaints against ESI-CA at this Commission and no notices of deficiencies have ever been issued against ESI-CA by this Commission. ESI represents in its application that it will share the same management team with ESI-CA, thereby benefitting from that team’s knowledge and experience with the California market.16 In its application, ESI verified that no one associated with or employed by ESI as an affiliate, officer, director, partner, or owner of more than 10 percent of ESI, or anyone acting in a management capacity for ESI:
(a) held one of these positions with a company that filed for bankruptcy; (b) been personally found liable, or held one of these positions with a company that has been found liable, for fraud, dishonesty, failure to disclose, or misrepresentations to consumers or others; (c) been convicted of a felony; (d) been (to his/her knowledge) the subject of a criminal referral by judge or public agency; (e) had a telecommunications license or operating authority denied, suspended, revoked, or limited in any jurisdiction; (f) personally entered into a settlement, or held one of these positions with a company that has entered into settlement of criminal or civil claims involving violations of §§ 17000 et seq., §§ 17200 et seq., or §§ 17500 et seq. of the California Business & Professions Code, or of any other statute, regulation, or decisional law relating to fraud, dishonesty, failure to disclose, or misrepresentations to consumers or others; or (g) been found to have violated any statute, law, or rule pertaining to public utilities or other regulated industries; or (h) entered into any settlement agreements or made any voluntary payments or agreed to any

16 Application at 8, section II, subsection 10.

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other type of monetary forfeitures in resolution of any action by any regulatory body, agency, or attorney general.17
Also, to the best of ESI’s knowledge, neither ESI, nor any affiliate, officer, director, partner, nor owner of more than 10 percent of ESI, nor any person acting in such capacity whether or not formally appointed, is being, or has been investigated by the Federal Communications Commission or any law enforcement or regulatory agency for failure to comply with any law, rule or order.18
For the above reasons, we find that ESI has complied with the requirements of D.13-05-035.

ESI represents that no deposit is required by AT&T California, Frontier California, Frontier Communications, and Consolidated Communications. 19 Therefore, no additional resources are required at this time to cover deposits.

6. Tariffs
ESI has requested detariffed status. In its application, ESI states that it does not intend to offer basic service or switched access. It represents that it will provide the services described above in section one “on a non-discriminatory,” “individual case basis” and “at competitive rates.”20 ESI further represents that it will comply with all consumer protection rules identified in D.98-08-031 to the extent they are applicable to the services ESI provides. Furthermore, ESI represents that it will first comply with all tariffing obligations should it ever

17 See Application, Exhibit J, par. 4. These certifications are required by D.13-05-035, Ordering Paragraph 14.
18 Application, Exh. J, par. 4.
19 Application at 8 - 9.
20 Id. at 9, section II, subsection 13.

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decide to offer basic services or switched access.21 Exemption from tariffing obligations is therefore appropriate.

7. Map of Service Territory
To be granted a CPCN for authority to provide competitive local exchange service, an applicant must provide a map of the service territories it proposes to serve.22 In Exhibit F to its application, ESI provided a map of the location of its proposed service territory, in compliance with this requirement.

8. Rule 3.1(i) Statement
Rule 3.1(i) sets forth the requirement that a utility filing an application under Pub. Util. Code § 1001, provide a statement regarding General Order (GO) 104-A, Section 2. ESI states that it is not aware of any reportable matters pursuant to General Order 104-A, Section 2.23 ESI, therefore, has nothing to report under this rule. On a going forward basis, though, ESI must file all reports required of a public utility under Commission jurisdiction and it has represented that it will do so.24

9. Expected Customer Base
ESI provided its estimated customer base for the first and fifth years of operation in Exhibit H of its application. Therefore, ESI has complied with this requirement.

10. Requests for Non-dominant Carrier Treatment and for Exemptions ESI requests treatment as a non-dominant interexchange carrier, which would include exemption from the requirements of Pub. Util. Code §§ 816-830

21 Application 9, Section II, Subsection 13.
22 D.95-12-056 at Appendix C, Rule 4.E.
23 Application at 9, section II, subsection 14.
24 Ibid.

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concerning stocks and securities and § 851 concerning the encumbrance and transfer of utility property. While the Commission has granted exemption from §§ 816 – 830 to others, exemption from § 851 is not commonly granted unless the exemption is expressly limited to issuances of securities and transfers or encumbrances of a utility’s assets for purposes of securing debt. 25 The Commission issued detailed rules regarding exemption of non-dominant carriers in D.85-01-008, which it subsequently modified in D.85-07-081 and D.85-11-044.

ESI represents that it will provide service to business customers only, specifically, wireless service providers, and that it seeks exemption from § 851 for the limited purposes of securing debt. We grant ESI’s request for non-dominant interexchange carrier status, which provides an exemption from Pub. Util.

Code §§ 816-830, as well as ESI’s request for a limited exemption from § 851 in order to use stocks and securities to secure debt, provided that it follows all rules detailed in the above referenced decisions.

ESI also requests exemption from any requirement to maintain its books and records in accordance with the Uniform System of Accounts specified in Title 47 C.F.R. Part 32. Consistent with D.99-02-038, which relieved competitive local carriers that are not part of an incumbent local exchange carrier corporate entity from the requirement to keep their books of account in conformance with the Uniform System of Accounts, we will extend similar relief to ESI.

11. Safety Considerations
With the adoption of the Safety Policy Statement of the California Public Utilities Commission on July 10, 2014, the Commission has, among other things, heightened its focus on the potential safety implications of every proceeding. We

25 See D.85-07-081; D.85-11-044; D.86-08-057 and D.90-09-032.

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have considered the potential safety implications here. The Commission is satisfied that ESI will meet the Commission’s minimum safety goals and expectations of competitive local exchange carriers (CLECs) because: (1) ESI has taken steps to meet the financial requirements as set forth in this decision for a facilities-based CLEC, and (2) ESI is a public utility that is required pursuant to Pub. Util. Code § 451 to “… furnish and maintain such adequate, efficient, just and reasonable service, instrumentalities, equipment, and facilities, including telephone facilities … as are necessary to promote the safety, health, comfort, and convenience of its patrons, employees, and the public.”

12. Conclusion
We conclude that ESI’s application conforms to our rules for certification as a competitive local exchange and interexchange carrier. Accordingly, we grant ESI a CPCN to provide resold and competitive full facilities-based local exchange telecommunications service in the service territory of AT&T California, Frontier California, Frontier Communications, and Consolidated Communications and interexchange service in California subject to compliance with the terms and conditions set forth in the Ordering Paragraphs.

The CPCN granted by this decision provides benefits to ESI and corresponding obligations. ESI receives authority to operate in the prescribed service territory, and this authority enables ESI, pursuant to 251 of the 1934 Communications Act, as amended by the 1996 Telecommunications Act (47 U.S.C. § 251), to interconnect with telecommunications carriers. 26 This authority also enables ESI to obtain access to public rights-of-way in California as

26 The California Public Utilities Code uses the term “telephone corporation.” Its counterpart in federal law is a “telecommunications carrier.”
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set forth in D.98-10-058, subject to the CEQA requirements set forth in this decision.

In return, ESI is obligated to comply with all Public Utilities Code provisions, Commission rules, General Orders, and decisions applicable to telephone corporations providing approved services. The applicable statutes, rules, General Orders, and decisions include, but are not limited to consumer protection rules, tariffing, and reporting requirements. Moreover, ESI is obligated to pay all Commission prescribed user fees and public purpose program surcharges as set forth in the Appendix B of this decision, to comply with CEQA, and to adhere to Pub. Util. Code § 451 which states that every public utility “…shall furnish and maintain such adequate, efficient, just, and reasonable service, instrumentalities, equipment, and facilities, including telephone facilities, as defined in § 54.1 of the Civil Code, as are necessary to promote the safety, health, comfort, and convenience of its patrons, employees, and the public.”

13. Requests to File Under Seal
Pursuant to Rule 11.4 of the Commission’s Rules of Practice and Procedure, ESI has filed motions for leave to file Exhibits G, H and K to its application as confidential materials under seal. ESI represents that the information is sensitive, and disclosure could place ESI at an unfair business disadvantage. We have granted similar requests in the past and do so here.

14. Categorization and Need for Hearings
In Resolution ALJ 176-3328, dated November 29, 2018, the Commission preliminarily categorized this application as ratesetting, and preliminarily determined that hearings were necessary. No party filed a protest to the application. On April 22, 2019, the assigned ALJ held a pre-hearing conference.

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On August 12, 2019, the assigned Commissioner issued a scoping memo stating no hearing was necessary, as no one had appeared to oppose ESI’s application.

Therefore, there will be no evidentiary hearing in this matter.

15. Waiver of Comment Period
This is an uncontested matter in which the decision grants the relief requested. Accordingly, pursuant to § 311(g)(2) of the Public Utilities Code and Rule 14.6(c)(2), the otherwise applicable 30-day period for public review and comment is waived.

16. Assignment of Proceeding
Liane Randolph is the assigned Commissioner and Charles Ferguson is the assigned Administrative Law Judge in this proceeding.

Findings of Fact

1. ESI is a telephone corporation and a public utility as defined in Pub. Util.

Code § 234(a) and § 216(a).

2. ESI’s proposed construction activities appear to fall within one or more CEQA categorical exemptions.

3. ESI has a minimum of $100,000 of cash or cash equivalent that is reasonably liquid and readily available to meet its start-up expenses.

4. ESI has enough additional cash or cash equivalent to cover deposits that may be required by other telephone corporations in order to provide the proposed service.

5. ESI’s management possesses enough experience, knowledge, and technical expertise to provide local exchange services to the public.

6. No one associated with or employed by ESI as an affiliate, officer, director, partner, agent, or owner (directly or indirectly) of more than 10 percent of ESI, or anyone acting in a management capacity for ESI: (a) held one of these positions A.18-11-002 ALJ/CFG/avs/lil

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with a company that filed for bankruptcy; (b) been personally found liable, or held one of these positions with a company that has been found liable, for fraud, dishonesty, failure to disclose, or misrepresentations to consumers or others; (c) been convicted of a felony; (d) been the subject of a criminal referral by judge or public agency; (e) had a telecommunications license or operating authority denied, suspended, revoked, or limited in any jurisdiction; (f) personally entered into a settlement, or held one of these positions with a company that has entered into settlement of criminal or civil claims involving violations of §§ 17000 et seq., §§ 17200 et seq., or §§ 17500 et seq. of the California Business & Professions Code, or of any other statute, regulation, or decisional law relating to fraud, dishonesty, failure to disclose, or misrepresentations to consumers or others; or (g) been found to have violated any statute, law, or rule pertaining to public utilities or other regulated industries; or (h) entered into any settlement agreements or made any voluntary payments or agreed to any other type of monetary forfeitures in resolution of any action by any regulatory body, agency, or attorney general.

7. To the best of ESI’s knowledge, neither ESI, or any affiliate, officer, director, partner, nor owner of more than 10 percent of ESI, or any person acting in such capacity whether or not formally appointed, is being, or has been investigated by the Federal Communications Commission or any law enforcement or regulatory agency for failure to comply with any law, rule or order.

8. ESI requested and is eligible for exemption from tariffing requirements and must observe the consumer protection rules adopted in D.98-08-031.

9. ESI provided a map of the location of its proposed service territory.

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10. ESI has no information to report under Rule 3.1(i), which requires that a utility filing an application under Pub. Util. Code §1001, provide a statement regarding compliance with GO 104-A, Section 2.

11. ESI provided an estimate of its customer base for the first and fifth year of operation.

12. Pursuant to Rule 11.4, ESI filed motions for leave to file confidential materials under seal, including Exhibits G, H and K to ESI’s application in this proceeding.

Conclusions of Law

1. ESI should be granted a CPCN to provide resold, full facilities-based local exchange telecommunications service in the service territories of AT&T California, Frontier California, Frontier Communications, Consolidated Communications and interexchange service in California, subject to the terms and conditions set forth in the Ordering Paragraphs.

2. ESI should be allowed to use the Energy Division 21-day CEQA exemption process.

3. ESI, once granted a CPCN, should be subject to the applicable Commission rules, decisions, General Orders, and statutes that pertain to California public utilities.

4. ESI should be granted an exemption from the requirement to file tariffs.

5. ESI’s motion to file under seal its Exhibits G, H and K to its application, should be granted for three years.

6. ESI should be granted non-dominant carrier status, subject to Commission rules and regulations as detailed in D.85-01-008 and modified in D.85-07-081 and D.85-11-044.

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ORDER
IT IS ORDERED that:

1. A certificate of public convenience and necessity is granted to ExteNet Services, Inc. to provide resold and competitive full facilities-based local exchange telecommunications services in the territories of Pacific Bell Telephone Company d/b/a AT&T California, Frontier California Inc., Citizens Telecommunications Company of California, Inc. d/b/a/ Frontier Communications of California, and Consolidated Communications of California Company, and interexchange service in California, subject to the terms and conditions set forth below.

2. The corporate identification number assigned to ExteNet Services, Inc., U7363C, must be included in the caption of all original filings with this Commission, and in the titles of other pleadings filed in existing cases.

3. ExteNet Services, Inc., must file, in this docket, a written acceptance of the certificate granted in this proceeding within 30 days of the effective date of this decision. Written acceptance filed in this docket does not reopen the proceeding.

4. The certificate granted by this decision will expire if not exercised within 12 months of the effective date of this decision.

5. ExteNet Services, Inc. must notify the Director of the Communications Division of the date that local exchange service is first rendered to the public, no later than five days after service first begins, by email to [email protected].

6. ExteNet Services, Inc. (ESI) must obtain a performance bond of at least $25,000 in accordance with Decision 13-05-035. The performance bond must be a continuous bond (i.e., there is no termination date on the bond) issued by a corporate surety company authorized to transact surety business in California, A.18-11-002 ALJ/CFG/avs/lil

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and the Commission must be listed as the obligee on the bond. Within five days of acceptance of its certificate of public convenience and necessity authority, ESI must submit a Tier-1 advice letter to the Communications Division, containing a copy of the license holder’s executed bond, and submit a Tier-1 advice letter annually, but not later than March 31, with a copy of the executed bond.

7. ExteNet Services, Inc. must not allow its performance bond to lapse during any period of its operation. Pursuant to Decision 13-05-035, the Commission may revoke a certificate of public convenience and necessity if a carrier is more than 120 days late in providing the Communications Division a copy of its executed performance bond and the carrier has not been granted an extension of time by the Communications Division.

8. In addition to all the requirements applicable to competitive local exchange carriers and interexchange carriers included in Attachments B, C, and D to this decision, ExteNet Services, Inc. is subject to the Consumer Protection Rules contained in General Order (GO) 168, and all applicable Commission rules, decisions, GOs, and statutes that pertain to California public utilities.

9. ExteNet Services, Inc. must pay the public purpose surcharges specified in Attachment B, and the Combined California Public Utilities Commission Telephone Surcharge Transmittal Form must be submitted even if the amount due is $0.

10. ExteNet Services, Inc. must pay an annual minimum user fee of $100 or

0.30 percent of gross intrastate revenue, whichever is greater. Under Public Utilities Code § 405, carriers that are in default of reporting and submitting user fees for a period of 30 days or more will be subject to penalties including suspension or revocation of their authority to operate in California.

A.18-11-002 ALJ/CFG/avs/lil

- 22 -

11. Prior to initiating service, ExteNet Services, Inc. must provide the Commission’s Consumer Affairs Branch with the name(s), address(es), and telephone number(s) of its designated contact person(s) for purposes of resolving consumer complaints. This information must be updated if the name(s), address(es), or telephone number(s) change, or at least annually.

12. Prior to initiating service, ExteNet Services, Inc. must provide the Commission’s Communications Division with the name(s), address(es), and telephone number(s) of its designated regulatory/official contact person(s). This information must be provided electronically, using the “Regulatory/Official Contact Information Update Request” found at
http://www.cpuc.ca.gov/communications. This information must be updated if the name or telephone number changes, or at least annually.

13. ExteNet Services, Inc. must submit an affiliate transaction report to the Director of the Communications Division, by e-mail to
[email protected], in compliance with Decision 93-02-019, on a calendar year basis using the form contained in Attachment D.

14. ExteNet Services, Inc. must submit an annual report to the Director of the Communications Division, by email to [email protected], in compliance with General Order 104-A, on a calendar-year basis with the information contained in Attachment C to this decision.

15. ExteNet Services, Inc. must apply for expanded authority to operate without Non-dominant Interexchange Carrier status prior to construction of full facilities.

16. The staff of the Commission’s Energy Division is authorized to review, process, and act upon ExteNet Services, Inc. ’s requests for a determination that A.18-11-002 ALJ/CFG/avs/lil

- 23 -
its full facilities-based construction activities are exempt from the requirements of the California Environmental Quality Act.

17. If ExteNet Services, Inc. (ESI) wishes to engage in full facilities-based construction activities and believes that these activities are exempt from California Environmental Quality Act, ESI shall first apply to the Commission’s Energy Division staff for a determination of exemption from California Environmental Quality Act by providing the Commission’s Energy Division (Energy Division) with:
a. A detailed description of the proposed project, including:
i. Customer(s) to be served;
ii. The precise location of the proposed construction
project; and
iii. Regional and local site maps.
b. A description of the environmental setting, including at a minimum:
i. Cultural, historical, and paleontological resources; ii. Biological resources; and
iii. Current land use and zoning.
c. A construction workplan, including:
i. Commission Preconstruction Survey Checklist—
Archaeological Resources;
ii. Commission Preconstruction Survey Checklist—
Biological Resources;
iii. A detailed schedule of construction activities, including site restoration activities;
iv. A description of construction/installation techniques; v. A list of other agencies contacted with respect to siting, land use planning, and environmental resource issues,
including contact information; and
vi. A list of permits required for the proposed project.

A.18-11-002 ALJ/CFG/avs/lil

- 24 -
d. A statement of the California Environmental Quality Act exemption(s) claimed to apply to the proposed project; and e. Documentation supporting the finding of exemption from California Environmental Quality Act.
f. The Energy Division will then review the submittal and notify ESI of either its approval or its denial of ESI’s claim for exemption from California Environmental Quality Act review within 21 days from the time that ESI’s submittal is complete.

18. If the Energy Division approves ExteNet Services, Inc. (ESI’s) claimed California Environmental Quality Act exemption(s), the staff shall prepare a Notice to Proceed and file a Notice of Exemption with the State Clearinghouse, Office of Planning and Research. If the Energy Division disapproves ESI’s claimed California Environmental Quality Act exemptions, the staff shall issue to ESI a letter which states the specific reasons that the claimed California Environmental Quality Act exemptions do not apply to the proposed project.

19. If the Energy Division disapproves ExteNet Services, Inc. (ESI’s) claimed California Environmental Quality Act exemption(s), ESI shall either re-design the specific project and facilities and then reapply for a finding of exemption from California Environmental Quality Act, or file a formal application with the Commission seeking the requisite approval and full California Environmental Quality Act review, before commencing any full facilities-based construction activities.

20. ExteNet Services, Inc. (ESI’s) motion to file under seal its Exhibits G, H and K is granted for a period of three years after the date of this decision. During this three-year period, this information shall not be publicly disclosed except on further Commission order or Administrative Law Judge ruling. If ESI believes that it is necessary for this information to remain under seal for longer than A.18-11-002 ALJ/CFG/avs/lil

- 25 -
three years, ESI may file a new motion showing good cause for extending this order by no later than 30 days before the expiration of this order.

21. Application 18-11-002 is closed.

This decision is effective today.

Dated September 26, 2019, 2019 at San Francisco, California.

MARYBEL BATJER
President
LIANE M. RANDOLPH

MARTHA GUZMAN ACEVES

CLIFFORD RECHTSCHAFFEN

GENEVIEVE SHIROMA
Commissioners
A.18-11-002 ALJ/CFG/avs/lil

ATTACHMENT A

This Attachment Is Intentionally Left Blank.

(END OF ATTACHMENT A)

A.18-11-002 ALJ/CFG/avs/lil

1 ATTACHMENT B

REQUIREMENTS APPLICABLE TO COMPETITIVE LOCAL EXCHANGE

CARRIERS AND INTEREXCHANGE CARRIERS

1. Applicant must file, in this docket with reference to this decision number, a written acceptance of the certificate granted in this proceeding within 30 days of the effective date of this order. (Please note, written acceptance filed in this docket does not re-open the proceeding.)

2. The certificate granted and the authority to render service under the rates, charges, and rules authorized will expire if not exercised within 12 months of the date of this decision.

3. Applicant is subject to the following fees and surcharges that must be regularly remitted. Per the instructions in Exhibit E to Decision (D.) 00-10-028, the Combined California PUC Telephone Surcharge Transmittal Form must be submitted even if the amount due is $0.
a. The Universal Lifeline Telephone Service Trust
Administrative Committee Fund (Pub. Util. Code § 879);
b. The California Relay Service and Communications Devices Fund (Pub. Util. Code § 2881; D.98-12-073);
c. The California High Cost Fund-A (Pub. Util. Code § 739.3; D.96-10-066, at 3-4, App. B, Rule 1.C);

d. The California High Cost Fund-B (D.96-10-066, at 191, App. B, Rule 6.F.; D.07-12-054);
e. The California Advanced Services Fund (D.07-12-054); f. The California Teleconnect Fund (D.96-10-066, at 88, App. B, Rule 8.G);
A.18-11-002 ALJ/CFG/avs/lil

2 g. The User Fee provided in Pub. Util. Code §§ 431-435. The minimum annual User Fee is $100, as set forth in
D.13-05-035.

Note: These fees change periodically. In compliance with Resolution T-16901, December 2, 2004, Applicant must check the joint tariff for surcharges and fees filed by Pacific Bell Telephone Company (d/b/a AT&T California) and apply the current surcharge and fee amounts in that joint tariff on end-user bills until further revised. Current and historical surcharge rates can be found at
http://www.cpuc.ca.gov/General.aspx?id=1124.
i. Carriers must report and remit CPUC telephone
program surcharges online using the CPUC
Telecommunications and User Fees Filing System
(TUFFS). Information and instructions for online
reporting and payment of surcharges are available at
http://www.cpuc.ca.gov/General.aspx?id=1010. To
request a user ID and password for TUFFS online filing
and for questions, please e-mail
[email protected].
ii. Carriers must submit and pay the PUC User Fee (see
Item 3.g above) upon receiving the User Fee statement
sent by the Commission Instructions for reporting and
filing are available at
http://www.cpuc.ca.gov/General.aspx?id=1009.

Please send an email to [email protected] for
additional questions regarding User Fee reporting and
payment.

4. If Applicant is a competitive local exchange carrier, the effectiveness of its future competitive local exchange carrier tariffs is subject to the requirements of General Order 96-B and the Telecommunications Industry Rules (D.07-09-019).

5. If Applicant is a non-dominant interexchange carrier, the effectiveness of its future non-dominant interexchange carrier tariffs is subject to the requirement of General Order 96-B and the Telecommunications Industry Rules (D.07-09-019).

A.18-11-002 ALJ/CFG/avs/lil

3 6. Tariff filings must reflect all fees and surcharges to which Applicant is subject, as reflected in Item 3, above.

7. Applicant must obtain a performance bond of at least $25,000 in accordance with Decision 13-05-035. The performance bond must be a continuous bond (i.e., there is no termination date on the bond) issued by a corporate surety company authorized to transact surety business in California, and the Commission must be listed as the obligee on the bond. Within five days of acceptance of its certificate of public convenience and necessity authority, Applicant must submit a Tier-1 Advice Letter to the Communications Division, containing a copy of the license holder’s executed bond, and submit a Tier-1 advice letter annually, but not later than March 31, with a copy of the executed bond.

8. Applicant must not allow its performance bond to lapse during any period of its operation. Pursuant to Decision 13-05-035, the Commission may revoke a certificate of public convenience and necessity if a carrier is more than 120 days late in providing the Communications Division a copy of its executed performance bond and the carrier has not been granted an extension of time by the Communications Division.

9. Applicants providing local exchange service must submit a service area map as part of their initial tariff to the Communications Division.

10. Prior to initiating service, Applicant must provide the Commission’s Consumer Affairs Branch with the name(s), address(es), and telephone number(s) of its designated contact person(s) for purposes of resolving consumer complaints. This information must be updated if the name(s), address(es), and telephone number(s) change, or at least annually.

A.18-11-002 ALJ/CFG/avs/lil

4 11. In addition, Applicant must provide the Commission’s Communications Division with the name(s), address(es), and telephone number(s) of its designated regulatory/official contact persons(s). This information must be provided electronically, using the “Regulatory/Official Contact Information Update Request” found at http://www.cpuc.ca.gov/communications. This information must be updated if the name(s), address(es), and telephone number(s) change, or at least annually.

12. Applicant must notify the Director of the Communications Division, in writing submitted by email to [email protected], no later than five days after service first begins, of the date that local exchange service is first rendered to the public.

13. Applicant must keep its books and records in accordance with the Generally Accepted Accounting Principles.

14. In the event Applicant’s books and records are required for inspection by the Commission or its staff, it must either produce such records at the Commission’s offices or reimburse the Commission for the reasonable costs incurred in having Commission staff travel to its office.

15. Applicant must submit an annual report to the Director of the Communications Division at [email protected], in compliance with GO 104-A, on a calendar-year basis with the information contained in Attachment C to this decision.

16. Applicant must submit an affiliate transaction report to the Director of the Communications Division at [email protected], in compliance with D.93-02-019, on a calendar-year basis using the form contained in Attachment D.

17. Applicant must ensure that its employees comply with the provisions of Pub. Util. Code § 2889.5 regarding solicitation of customers.

A.18-11-002 ALJ/CFG/avs/lil

5 18. Within 60 days of the effective date of this order, Applicant must comply with Pub. Util. Code § 708, Employee Identification Cards, and notify the Director of the Communications Division of its compliance in writing, by email to [email protected].

19. If Applicant is 90 days or more late in submitting an annual report, or in remitting the surcharges and fee listed in Item 3 above, and has not received written permission from the Communications Division to file or remit late, the Communications Division must prepare for Commission consideration a resolution that revokes Applicant’s CPCN.

20. Applicant is exempt from Rule 3.1(b) of the Commission’s Rules of Practice and Procedure.

21. Applicant is exempt from Pub. Util. Code §§ 816-830, and 851.

22. If Applicant decides to discontinue service or file for bankruptcy, it must immediately notify the Communications Division’s Bankruptcy Coordinator.

23. Applicant must send a copy of this decision to concerned local permitting agencies no later than 30 days from the date of this order.

(END OF ATTACHMENT B)
A.18-11-002 ALJ/CFG/avs/lil

1 ATTACHMENT C

ANNUAL REPORT
An original and a machine readable, copy using Microsoft Word or compatible format must be submitted to the California Public Utilities Commission, Communications Division, 505 Van Ness Avenue, San Francisco, CA 94102-3298, no later than March 31st of the year following the calendar year for which the annual report is submitted. In addition, an electronic copy of the report must be emailed to [email protected].

Failure to submit this information on time may result in a penalty as provided for in Pub. Util. Code §§ 2107 and 2108.

Required information:

1. Exact legal name and U # of the reporting utility.

2. Address.

3. Name, title, address, and telephone number of the person to be contacted concerning the reported information.

4. Name and title of the officer having custody of the general books of account and the address of the office where such books are kept.

5. Type of organization (e.g., corporation, partnership, sole proprietorship, etc.).

If incorporated, specify:
a. Date of filing articles of incorporation with the Secretary of State. b. State in which incorporated.

6. Number and date of the Commission decision granting the Certificate of Public Convenience and Necessity.

7. Date operations were begun.

8. Description of other business activities in which the utility is engaged.

9. List of all affiliated companies and their relationship to the utility. State if affiliate is a:
a. Regulated public utility.
b. Publicly held corporation.

10. Balance sheet as of December 31st of the year for which information is submitted.

A.18-11-002 ALJ/CFG/avs/lil

2 11. Income statement for California operations for the calendar year for which information is submitted.

12. Cash Flow statement as of December 31st of the calendar year for which information is submitted, for California operations only.

For any questions concerning this report, please send an email to [email protected] with a subject line that includes: “CD Annual Reports.”

(END OF ATTACHMENT C)
A.18-11-002 ALJ/CFG/avs/lil

1 ATTACHMENT D

CALENDAR YEAR AFFILIATE TRANSACTION REPORT
An original and a machine readable, copy using Microsoft Word and Excel, or compatible format must be submitted to the California Public Utilities Commission, Communications Division, 505 Van Ness Avenue, San Francisco, CA 94102-3298, no later than May 1st of the year following the calendar year for which the annual report is submitted. In addition, an electronic copy of the report must be emailed to [email protected].

1. Each utility must list and provide the following information for each affiliated entity and regulated subsidiary that the utility had during the period covered by the Annual Affiliate Transaction Report.
 Form of organization (e.g., corporation, partnership, joint venture, strategic alliance, etc.);
 Brief description of business activities engaged in;
 Relationship to the utility (e.g., controlling corporation, subsidiary, regulated subsidiary, affiliate);
 Ownership of the utility (including type and percent
ownership)
 Voting rights held by the utility and percent; and
 Corporate officers.

2. The utility must prepare and submit a corporate organization chart showing any and all corporate relationships between the utility and its affiliated entities and regulated subsidiaries in Item 1 above. The chart must have the controlling corporation (if any) at the top of the chart, the utility and any subsidiaries and/or affiliates of the controlling corporation in the middle levels of the chart, and all secondary subsidiaries and affiliates (e.g., a subsidiary that in turn is owned by another subsidiary and/or affiliate) in the lower levels. Any regulated subsidiary must be clearly noted.

A.18-11-002 ALJ/CFG/avs/lil

2 3. For a utility that has individuals who are classified as “controlling corporations” of the competitive utility, the utility must only report under the requirements of Items 1 and 2 above any affiliated entity that either (a) is a public utility or (b) transacts any business with the utility filing the annual report excluding the provision of tariff services.

4. Each annual report must be signed by a corporate officer of the utility stating under penalty of perjury under the laws of the State of California (CCP 2015.5) that the annual report is complete and accurate with no material omissions.

5. Any required material that a utility is unable to provide must be reasonably described and the reasons the data cannot be obtained, as well as the efforts expended to obtain the information, must be set forth in the utility’s Annual Affiliate Transaction Report and verified in accordance with Section I-F of Decision 93-02-019.

6. Utilities that do not have affiliated entities must submit, in lieu of the annual transaction report, an annual statement to the Commission stating that the utility had no affiliated entities during the report period. This statement must be signed by a corporate officer of the utility, stating under penalty of perjury under the laws of the State of California (CCP 2015.5) that the annual report is complete and accurate with no material omissions.

For any questions concerning this report, please send an email to [email protected] with a subject line that includes: “CD Annual Reports.”

(END OF ATTACHMENT D)
Reference Copy
Conditions:

Pursuant to §309(h) of the Communications Act of 1934, as amended, 47 U.S.C. §309(h), this license is subject to the following conditions: This license shall not vest in the licensee any right to operate the station nor any right in the use of the frequencies designated in the license beyond the term thereof nor in any other manner than authorized herein. Neither the license nor the right granted thereunder shall be assigned or otherwise transferred in violation of the Communications Act of 1934, as amended. See 47 U.S.C. § 310(d). This license is subject in terms to the right of use or control conferred by §706 of the Communications Act of 1934, as amended. See 47 U.S.C. §606.

Page 1 of 35 ends

LICENSEE:

ATTN: REGULATORY

LOS ANGELES SMSA LIMITED PARTNERSHIP
5055 NORTH POINT PKWY, NP2NE NETWORK ENGINEERING
ALPHARETTA, GA 30022

LOS ANGELES SMSA LIMITED PARTNERSHIP
FCC Registration Number (FRN): 0002963817
Site Information:

Call Sign File Number
Radio Service
Market Numer
KNKA209
CL - Cellular
CMA002
Sub-Market Designator
0 Channel Block
B
Market Name
Los Angeles-Long Beach/Anaheim
Grant Date
08-26-2014
Effective Date
11-01-2016
Expiration Date
10-01-2024
Print DateFive Yr Build-Out Date
Wireless Telecommunications Bureau

RADIO STATION AUTHORIZATION
Federal Communications Commission
6 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-56-38.2 N 116-53-37.3 W 915.0 51.2 1011029
Address: 1999 8TH STREET
City: BANNING County: RIVERSIDE State: CA Construction Deadline:
-668.200
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-417.800 269.800 -7.400 64.200 272.000 202.300 -88.300
0 45 90 135 180 225 270 315

91.830 91.830 91.830 91.830 91.830 91.830 91.830 91.830 Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)

REFERENCE COPY
This is not an official FCC license. It is a record of public information contained in the FCC's licensing database on the date that this reference copy was generated. In cases where FCC rules require the presentation, posting, or display of an FCC license, this document may not be used in place of an official FCC license.

FCC 601-C
March 2018
Reference Copy

Page 2 of 35 ends

10 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-30-25.0 N 117-54-06.3 W 926.8 33.5
Address: 12747 PEARBLOSSOM HIGHWAY
City: Pearblossom County: LOS ANGELES State: CA Construction Deadline:
116.900
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)

94.400 -29.400 -328.400 -564.200 -289.100 -8.200 133.600 0 45 90 135 180 225 270 315 200.000 200.000 200.000 200.000 200.000 200.000 200.000 200.000 Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
11 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-08-51.0 N 118-41-54.3 W 234.4 21.3
Address: 4937 LAS VIRGENES ROAD
City: CALABASAS County: LOS ANGELES State: CA Construction Deadline:
-160.900
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-26.900 -90.200 -182.500 42.000 -144.500 -34.300 184.100 0 45 90 135 180 225 270 315

93.330 93.330 93.330 93.330 93.330 93.330 93.330 93.330 Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
12 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-52-01.1 N 116-26-03.0 W 476.1 37.2
Address: 70500 VARNER RD.

City: DESERT HOT SPRINGS County: RIVERSIDE State: CA Construction Deadline:
-61.800
Antenna: 5
Antenna Height AAT (meters)
Transmitting ERP (watts)
-211.400 183.500 419.200 366.400 352.700 234.700 214.200 0 45 90 135 180 225 270 315

3.800 28.840 91.200 85.110 24.550 2.750 0.200 0.200
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-61.800
Antenna: 6
Antenna Height AAT (meters)
Transmitting ERP (watts)
-211.400 183.500 419.200 366.400 352.700 234.700 214.200 0 45 90 135 180 225 270 315

0.580 0.100 0.100 2.370 15.660 31.940 25.130 6.090
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-61.800
Antenna: 7
Antenna Height AAT (meters)
Transmitting ERP (watts)
-211.400 183.500 419.200 366.400 352.700 234.700 214.200 0 45 90 135 180 225 270 315 159.760 78.440 12.150 0.700 0.400 2.370 30.450 125.700
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 3 of 35 ends

14 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-31-47.0 N 118-08-42.3 W 1334.0 42.7
Address: 35660 VISTA VIEW TERRACE
City: PALMDALE County: LOS ANGELES State: CA Construction Deadline:
566.300
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
578.400 482.000 143.100 268.300 476.600 313.000 379.200 0 45 90 135 180 225 270 315

43.010 42.930 29.600 14.430 38.260 24.800 7.300 29.950
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
15 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-36-37.1 N 117-17-17.3 W 1376.6 27.4
Address: 17232 ORO GRANDE PEAK ROAD
City: VICTORVILLE County: SAN BERNARDINO State: CA Construction Deadline:
454.800
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
339.700 434.200 487.100 535.000 507.100 549.400 571.400 0 45 90 135 180 225 270 315

60.630 56.330 17.180 0.590 0.240 0.240 0.820 23.790
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
455.400
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
340.500 434.900 487.700 535.600 507.700 550.000 572.000 0 45 90 135 180 225 270 315

0.240 0.490 6.630 27.690 47.610 40.110 14.060 1.790
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
16 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-23-11.0 N 118-19-47.2 W 1481.3 30.5
Address: 11005 SANTA CLARA DIVIDE RD., 8 MI N OF
City: LOS ANGELES County: LOS ANGELES State: CA Construction Deadline:
738.500
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
640.900 78.900 506.700 856.500 908.500 872.400 901.100
0 45 90 135 180 225 270 315

87.060 100.090 74.220 12.600 0.290 3.640 43.660 101.550 Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 4 of 35 ends

17 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-49-38.0 N 116-57-15.0 W 1083.0 15.5
Address: 40480 SOBOBA ROAD
City: SAN JACINTO County: RIVERSIDE State: CA Construction Deadline:
325.900
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
245.500 -151.100 487.000 580.100 623.300 604.100 487.900 0 45 90 135 180 225 270 315

0.200 0.510 7.560 24.990 25.340 22.840 5.030 0.200
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
325.900
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
245.500 -151.100 487.000 580.100 623.300 604.100 487.900 0 45 90 135 180 225 270 315

1.480 0.100 0.100 0.280 3.840 10.190 10.010 8.530
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
19 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-05-06.0 N 118-46-57.3 W 842.4 16.8
Address: 1953 LATIGO CANYON ROAD
City: MALIBU County: LOS ANGELES State: CA Construction Deadline:
457.000
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
528.300 404.700 722.400 615.600 591.600 449.600 520.100 0 45 90 135 180 225 270 315

16.000 4.020 0.380 0.100 0.100 0.100 0.330 3.580
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
23 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-48-09.9 N 118-48-53.3 W 1485.0 31.1
Address: Gorman Peak Site 37411 GORMAN POST ROAD
City: GORMAN County: LOS ANGELES State: CA Construction Deadline:
493.200
Antenna: 5
Antenna Height AAT (meters)
Transmitting ERP (watts)
130.500 522.900 363.600 531.400 265.600 -158.700 438.900 0 45 90 135 180 225 270 315

0.540 4.110 215.770 27.160 1.560 0.540 0.540 0.540
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
493.200
Antenna: 6
Antenna Height AAT (meters)
Transmitting ERP (watts)
130.500 522.900 363.600 531.400 265.600 -158.700 438.900 0 45 90 135 180 225 270 315

0.480 0.480 1.010 6.830 242.180 6.230 0.920 0.480
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
493.200
Antenna: 7
Antenna Height AAT (meters)
Transmitting ERP (watts)
130.500 522.900 363.600 531.400 265.600 -158.700 438.900 0 45 90 135 180 225 270 315

1.560 0.540 0.540 0.540 0.540 4.110 215.770 27.160
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 5 of 35 ends

24 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-15-54.0 N 117-10-08.1 W 1620.3 13.4
Address: 29101 Hospital Road
City: Lake Arrowhead County: SAN BERNARDINO State: CA Construction Deadline:
309.100
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)

0.000 -283.100 -77.700 553.300 602.400 233.100 388.000
0 45 90 135 180 225 270 315 200.000 200.000 200.000 200.000 200.000 200.000 200.000 200.000 Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
28 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-31-32.1 N 115-56-38.0 W -64.0 31.7
Address: 98775 HIGHWAY 111
City: MECCA County: RIVERSIDE State: CA Construction Deadline:
-334.700
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-474.700 -122.900 24.800 37.100 32.100 31.800 -53.700
0 45 90 135 180 225 270 315

10.230 0.950 0.200 0.350 3.390 33.110 95.500 63.100
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-334.700
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
-474.700 -122.900 24.800 37.100 32.100 31.800 -53.700
0 45 90 135 180 225 270 315

2.180 18.960 137.390 250.000 99.530 12.530 1.070 0.500
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
29 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-46-17.1 N 118-22-10.3 W 272.2 15.5
Address: 734 SILVER SPUR ROAD
City: ROLLING HILLS County: LOS ANGELES State: CA Construction Deadline:
247.600
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
263.800 256.200 80.700 282.000 142.000 176.100 266.400
0 45 90 135 180 225 270 315

6.680 6.680 6.680 6.680 6.680 6.680 6.680 6.680
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 6 of 35 ends

31 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-23-12.1 N 118-24-08.6 W 479.2 39.7
Address: 5 miles NW of Avalon, ON BLACK JACK MTN.

City: Santa Catalina ISLAN County: LOS ANGELES State: CA Construction Deadline:
472.000
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
473.800 478.100 157.500 383.600 196.000 365.500 282.600 0 45 90 135 180 225 270 315

0.100 0.100 0.960 1.740 0.240 0.100 0.100 0.100
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
472.000
Antenna: 4
Antenna Height AAT (meters)
Transmitting ERP (watts)
473.800 478.100 157.500 383.600 196.000 365.500 282.600 0 45 90 135 180 225 270 315

0.690 0.100 0.100 0.100 0.100 0.100 0.380 1.950
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
32 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-39-19.1 N 115-27-12.9 W 1147.8 35.7
Address: CHUCKWALLA CELL SITE: 6 MILES SW OF
City: DESERT CENTER County: RIVERSIDE State: CA Construction Deadline:
851.900
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
909.500 545.300 242.600 479.000 655.200 690.100 569.500 0 45 90 135 180 225 270 315

34.990 34.990 34.990 34.990 34.990 34.990 34.990 34.990 Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
34 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-54-53.1 N 117-31-27.4 W 997.9 25.9
Address: KRAMER HILLS ROAD AND HIGHWAY 395
City: 5 MI S OF KRAMER County: SAN BERNARDINO State: CA Construction Deadline:
242.800
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
265.900 246.000 150.000 146.300 114.200 118.300 219.700 0 45 90 135 180 225 270 315

0.200 0.840 11.380 81.100 57.810 6.110 0.320 0.200
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
242.800
Antenna: 4
Antenna Height AAT (meters)
Transmitting ERP (watts)
265.900 246.000 150.000 146.300 114.200 118.300 219.700 0 45 90 135 180 225 270 315

0.200 0.860 48.980 34.670 0.870 0.200 0.200 0.200
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
242.800
Antenna: 5
Antenna Height AAT (meters)
Transmitting ERP (watts)
265.900 246.000 150.000 146.300 114.200 118.300 219.700 0 45 90 135 180 225 270 315

70.790 68.230 8.260 0.410 0.200 0.200 0.780 8.430
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 7 of 35 ends

36 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-36-20.1 N 114-54-07.9 W 118.6 53.0
Address: WILEYS WELL ROAD AND INTERSTATE 10
City: 14 M. W. OF BLYTHE County: RIVERSIDE State: CA Construction Deadline:
-98.800
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-118.400 24.600 -35.200 0.200 1.000 45.700 39.500
0 45 90 135 180 225 270 315 200.000 200.000 200.000 200.000 200.000 200.000 200.000 200.000 Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
37 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
35-26-09.9 N 115-55-29.0 W 1354.2 40.5
Address: TURQUOISE MOUNTAIN COMMUNICATIONS CELL SITE: 14 MILES NORTHEAST OF City: BAKER County: SAN BERNARDINO State: CA Construction Deadline:
360.700
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
223.700 176.800 312.300 610.900 621.100 701.400 470.500 0 45 90 135 180 225 270 315 200.000 200.000 200.000 200.000 200.000 200.000 200.000 200.000 Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
38 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-42-36.0 N 116-09-07.0 W 634.0 60.7
Address: 25255 BAGDAD CHASE ROAD; 3 MI S OF
City: LUDLOW County: SAN BERNARDINO State: CA Construction Deadline:
255.100
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)

63.800 81.700 151.500 25.100 -88.300 35.600 71.400
0 45 90 135 180 225 270 315 183.670 183.670 183.670 183.670 183.670 183.670 183.670 183.670 Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
39 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-50-05.0 N 114-37-03.0 W 186.2 34.7 1025847
Address: 1111 BAILEY AVE
City: NEEDLES County: SAN BERNARDINO State: CA Construction Deadline:

67.300
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)

22.600 27.900 67.800 -91.000 -244.700 -271.000 -51.900
0 45 90 135 180 225 270 315 157.770 22.540 1.120 0.400 0.400 1.240 12.740 120.790
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 8 of 35 ends

39 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-50-05.0 N 114-37-03.0 W 186.2 34.7 1025847
Address: 1111 BAILEY AVE
City: NEEDLES County: SAN BERNARDINO State: CA Construction Deadline:

67.300
Antenna: 4
Antenna Height AAT (meters)
Transmitting ERP (watts)

22.600 27.900 67.800 -91.000 -244.700 -271.000 -51.900
0 45 90 135 180 225 270 315

0.400 1.600 22.750 162.190 115.620 12.220 0.640 0.400
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)

67.300
Antenna: 5
Antenna Height AAT (meters)
Transmitting ERP (watts)

22.600 27.900 67.800 -91.000 -244.700 -271.000 -51.900
0 45 90 135 180 225 270 315

1.040 0.400 0.830 7.910 72.620 196.800 110.160 15.140
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
40 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-09-11.6 N 116-23-22.4 W 1156.1 24.4 1263982
Address: Yucca Valley Site 58399 Serin Drive
City: YUCCA VALLEY County: SAN BERNARDINO State: CA Construction Deadline:
194.400
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
270.600 356.000 110.600 -53.900 154.300 -106.700 -1.300 0 45 90 135 180 225 270 315

2.780 49.430 311.890 159.960 10.570 1.390 0.680 0.680
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
194.400
Antenna: 4
Antenna Height AAT (meters)
Transmitting ERP (watts)
270.600 356.000 110.600 -53.900 154.300 -106.700 -1.300 0 45 90 135 180 225 270 315

1.360 0.680 0.680 3.500 35.810 284.450 196.790 14.930
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
194.400
Antenna: 5
Antenna Height AAT (meters)
Transmitting ERP (watts)
270.600 356.000 110.600 -53.900 154.300 -106.700 -1.300 0 45 90 135 180 225 270 315 319.150 58.080 4.610 0.710 0.680 0.680 10.090 156.310
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
41 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-39-17.7 N 115-59-10.8 W 560.0 38.4
Address: INTERSTATE 10, 12 MILES EAST OF
City: INDIO County: RIVERSIDE State: CA Construction Deadline:
-249.500
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-376.300 189.300 272.700 507.000 541.900 491.700 229.100 0 45 90 135 180 225 270 315

0.100 0.100 0.160 2.400 14.390 7.620 0.770 0.100
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 9 of 35 ends

41 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-39-17.7 N 115-59-10.8 W 560.0 38.4
Address: INTERSTATE 10, 12 MILES EAST OF
City: INDIO County: RIVERSIDE State: CA Construction Deadline:
-249.500
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
-376.300 189.300 272.700 507.000 541.900 491.700 229.100 0 45 90 135 180 225 270 315

30.760 2.470 0.200 0.200 0.200 1.770 25.230 99.770
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
42 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
35-19-26.8 N 117-37-05.2 W 998.5 25.6
Address: .4 MILES WEST OF STATE HIGHWAY 395 4 MILES SOUTH OF JOHANNESBURG City: SAN BERNARDINO County: SAN BERNARDINO State: CA Construction Deadline:

0.100
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
-127.300 173.100 106.600 116.800 64.100 -36.500 68.700
0 45 90 135 180 225 270 315

30.900 144.890 195.450 85.320 12.330 0.800 0.400 2.520
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)

0.100
Antenna: 4
Antenna Height AAT (meters)
Transmitting ERP (watts)
-127.300 173.100 106.600 116.800 64.100 -36.500 68.700
0 45 90 135 180 225 270 315

1.150 15.170 100.240 200.000 132.140 24.610 2.240 0.400 Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
43 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
35-07-57.9 N 116-12-23.1 W 468.8 34.7
Address: RASOR ROAD AND INTERSTATE 15 16 MILES SOUTHWEST OF City: BAKER County: SAN BERNARDINO State: CA Construction Deadline:
-195.100
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
115.600 158.900 177.300 113.600 118.000 146.900 -272.200 0 45 90 135 180 225 270 315 183.670 183.670 183.670 183.670 183.670 183.670 183.670 183.670 Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 10 of 35 ends

44 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-40-53.1 N 115-14-52.9 W 220.7 49.8
Address: CORN SPRINGS ROAD & INTERSTATE 10 9 MILES EAST OF DESERT CENTER City: Corn Springs County: RIVERSIDE State: CA Construction Deadline:
127.000
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)

40.100 131.000 61.800 -133.600 -362.100 -99.600 89.600
0 45 90 135 180 225 270 315 200.000 200.000 200.000 200.000 200.000 200.000 200.000 200.000 Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
45 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-29-37.1 N 116-47-42.0 W 1136.0 25.6
Address: 43395 MCCAIN LANE; 5 MILES NE OF
City: AGUANGA County: RIVERSIDE State: CA Construction Deadline:
-65.300
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
-42.700 -98.200 -165.800 131.300 372.900 554.800 287.600 0 45 90 135 180 225 270 315

2.940 106.640 79.060 2.080 0.500 0.500 0.500 0.500
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-65.300
Antenna: 4
Antenna Height AAT (meters)
Transmitting ERP (watts)
-42.700 -98.200 -165.800 131.300 372.900 554.800 287.600 0 45 90 135 180 225 270 315

0.650 0.340 0.340 0.340 0.710 4.790 169.820 4.370
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
46 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
35-27-10.9 N 116-35-41.1 W 1603.0 26.2 1215044
Address: Fort Irwin Military Base
City: Fort Irwin County: SAN BERNARDINO State: CA Construction Deadline:
659.700
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
503.700 552.800 657.000 724.400 627.500 595.200 719.100 0 45 90 135 180 225 270 315

0.960 4.300 49.710 106.690 33.400 3.890 0.610 0.610
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
659.700
Antenna: 5
Antenna Height AAT (meters)
Transmitting ERP (watts)
503.700 552.800 657.000 724.400 627.500 595.200 719.100 0 45 90 135 180 225 270 315

3.440 0.890 0.610 0.700 4.240 82.600 306.890 92.680
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
659.700
Antenna: 6
Antenna Height AAT (meters)
Transmitting ERP (watts)
503.700 552.800 657.000 724.400 627.500 595.200 719.100 0 45 90 135 180 225 270 315 125.500 153.290 39.110 0.430 0.430 0.430 0.430 13.790
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 11 of 35 ends

47 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-04-48.0 N 114-46-45.0 W 277.7 60.7 1030851
Address: STATE HIGHWAY 62
City: RICE County: SAN BERNARDINO State: CA Construction Deadline:
-162.100
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)

3.500 -20.100 65.300 115.700 98.800 63.200 65.700
0 45 90 135 180 225 270 315 200.950 5.410 0.680 0.400 0.400 0.400 0.780 6.650
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-162.100
Antenna: 4
Antenna Height AAT (meters)
Transmitting ERP (watts)

3.500 -20.100 65.300 115.700 98.800 63.200 -65.700
0 45 90 135 180 225 270 315

0.400 0.780 6.650 200.950 5.410 0.680 0.400 0.400
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
48 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-10-45.1 N 114-34-04.9 W 269.8 53.0
Address: 4200 STATE HIGHWAY 95
City: VIDAL JUNCTION County: SAN BERNARDINO State: CA Construction Deadline:
-103.400
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
-72.300 65.200 134.100 51.000 26.400 -35.500 -43.200
0 45 90 135 180 225 270 315

5.330 80.350 357.270 341.190 69.500 6.580 0.860 0.860
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-103.400
Antenna: 4
Antenna Height AAT (meters)
Transmitting ERP (watts)
-72.300 65.200 134.100 51.000 26.400 -35.500 -43.200
0 45 90 135 180 225 270 315

1.230 1.080 1.080 13.900 173.780 540.750 130.920 9.820
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-103.400
Antenna: 5
Antenna Height AAT (meters)
Transmitting ERP (watts)
-72.300 65.200 134.100 51.000 26.400 -35.500 -43.200
0 45 90 135 180 225 270 315 427.560 61.090 3.040 1.080 1.080 3.370 34.510 327.340
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
49 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-28-42.0 N 114-24-59.8 W 175.7 53.0
Address: 12121 Malamedia Rd.

City: HAVASU LAKE County: SAN BERNARDINO State: CA Construction Deadline:

62.100
Antenna: 7
Antenna Height AAT (meters)
Transmitting ERP (watts)
-41.700 -25.600 23.800 -147.000 -70.800 -116.100 -221.600 0 45 90 135 180 225 270 315

55.790 65.260 36.320 5.710 0.490 0.370 2.880 21.870
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 12 of 35 ends

49 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-28-42.0 N 114-24-59.8 W 175.7 53.0
Address: 12121 Malamedia Rd.

City: HAVASU LAKE County: SAN BERNARDINO State: CA Construction Deadline:

62.100
Antenna: 8
Antenna Height AAT (meters)
Transmitting ERP (watts)
-41.700 -25.600 23.800 -147.000 -70.800 -116.100 -221.600 0 45 90 135 180 225 270 315

0.730 11.170 42.900 65.740 53.820 16.090 1.850 0.370
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)

62.100
Antenna: 9
Antenna Height AAT (meters)
Transmitting ERP (watts)
-41.700 -25.600 23.800 -147.000 -70.800 -116.100 -221.600 0 45 90 135 180 225 270 315

1.630 0.350 0.350 0.350 1.240 44.920 170.780 50.400
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
50 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-38-38.9 N 116-37-36.0 W 1815.7 37.8
Address: 21411 CAMP ROCK ROAD 15 MILES SOUTH OF NEWBERRY SPRINGS City: Newberry Springs County: SAN BERNARDINO State: CA Construction Deadline:
824.700
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
743.900 677.300 839.400 833.100 662.000 512.600 548.900 0 45 90 135 180 225 270 315

0.400 0.400 0.400 1.260 38.110 191.000 76.040 3.320
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
824.700
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
743.900 677.300 839.400 833.100 662.000 512.600 548.900 0 45 90 135 180 225 270 315 186.650 31.700 1.050 0.400 0.400 0.500 3.480 83.370
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
824.700
Antenna: 4
Antenna Height AAT (meters)
Transmitting ERP (watts)
743.900 677.300 839.400 833.100 662.000 512.600 548.600 0 45 90 135 180 225 270 315

0.910 14.830 144.890 141.590 12.050 0.940 0.400 0.400
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
51 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
35-14-12.0 N 115-25-24.0 W 1471.6 42.1
Address: CIMA ROAD AND RANCH ROAD 4.5 MILES EAST OF
City: CIMA County: SAN BERNARDINO State: CA Construction Deadline:
417.900
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
269.400 -214.300 -119.100 -157.300 302.100 121.100 119.900 0 45 90 135 180 225 270 315

1.120 9.350 77.810 195.450 129.130 25.180 3.030 0.490
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 13 of 35 ends

51 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
35-14-12.0 N 115-25-24.0 W 1471.6 42.1
Address: CIMA ROAD AND RANCH ROAD 4.5 MILES EAST OF
City: CIMA County: SAN BERNARDINO State: CA Construction Deadline:
417.900
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
269.400 -214.300 -119.100 -157.300 302.100 121.100 119.900 0 45 90 135 180 225 270 315

0.960 0.470 3.170 26.980 135.220 186.650 70.960 8.730
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
417.900
Antenna: 4
Antenna Height AAT (meters)
Transmitting ERP (watts)
269.400 -214.300 -119.100 -157.300 302.100 121.100 119.900 0 45 90 135 180 225 270 315 195.450 138.370 31.700 3.640 1.050 5.510 44.770 151.720 Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
52 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-07-59.0 N 116-03-59.0 W 680.3 29.3
Address: 73195 CACTUS DRIVE
City: TWENTYNINE PALMS County: SAN BERNARDINO State: CA Construction Deadline:
134.700
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
155.500 139.300 -190.300 -632.400 -495.000 -49.300 23.700 0 45 90 135 180 225 270 315 200.000 200.000 200.000 200.000 200.000 200.000 200.000 200.000 Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
53 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-52-50.7 N 115-04-05.9 W 1097.6 30.5
Address: GOFF'S BUTTE CELL SITE: 3.7 MILES NORTH OF I-40; .5 MILES WEST OF

MOUNTAIN SPRI
City: GOFFS BUTTE County: SAN BERNARDINO State: CA Construction Deadline:
250.200
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
340.200 397.500 375.600 176.300 416.300 380.300 233.200 0 45 90 135 180 225 270 315 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 14 of 35 ends

55 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
35-45-58.8 N 116-19-43.0 W 453.0 20.7
Address: (IBEX site) STATE HIGHWAY 127, 35 MILES NW OF
City: BAKER County: SAN BERNARDINO State: CA Construction Deadline:
-83.200
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
-87.600 -16.900 191.800 269.700 270.300 212.000 -397.200 0 45 90 135 180 225 270 315 224.790 93.710 5.780 0.890 0.460 0.460 8.550 110.100
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-83.200
Antenna: 4
Antenna Height AAT (meters)
Transmitting ERP (watts)
-87.600 -16.900 191.800 269.700 270.300 212.000 -397.200 0 45 90 135 180 225 270 315

0.460 4.190 57.780 224.790 159.140 17.450 1.130 0.460
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
56 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-18-34.1 N 114-09-55.8 W 523.8 6.1
Address: BLACK METAL MT. COMMUN. SITE; 2 MI NW OF
City: PARKER DAM County: SAN BERNARDINO State: CA Construction Deadline:
220.200
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)

94.400 251.600 185.000 304.800 249.100 0.000 345.600
0 45 90 135 180 225 270 315

1.100 0.800 0.800 1.260 16.290 235.500 296.480 25.230
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
57 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
35-14-23.8 N 116-44-47.4 W 1098.8 26.2 1215047
Address: (FT IRWIN) Gate of Fort Irwin Military Base
City: Fort Irwin County: SAN BERNARDINO State: CA Construction Deadline:
128.000
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
283.200 378.100 281.200 362.300 130.800 -56.000 83.500
0 45 90 135 180 225 270 315

0.570 7.300 91.300 284.110 68.780 5.160 0.650 0.570
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
128.000
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
283.200 378.100 281.200 362.300 130.800 -56.000 83.500
0 45 90 135 180 225 270 315

91.300 284.110 68.780 5.160 0.650 0.570 0.570 7.300
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
128.000
Antenna: 4
Antenna Height AAT (meters)
Transmitting ERP (watts)
283.200 378.100 281.200 362.300 130.800 -56.000 83.500
0 45 90 135 180 225 270 315

42.310 2.270 0.570 0.570 1.200 13.660 141.740 251.470
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 15 of 35 ends

59 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-37-03.0 N 114-46-23.0 W 247.6 37.2 1048302
Address: LOWER MCCOY PEAK
City: BLYTHE County: RIVERSIDE State: CA Construction Deadline:
112.500
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
147.100 183.600 192.400 161.700 129.300 144.200 -158.200 0 45 90 135 180 225 270 315 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
62 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-07-14.0 N 115-46-07.9 W 399.6 54.3
Address: 14 MILES E OF TWENTYNINE PALMS; STATE HWY 62 (29 PALMS HWY); ASSESORS

PARCEL NUM
City: TWENTYNINE PALMS County: SAN BERNARDINO State: CA Construction Deadline:
-105.500
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-127.200 42.200 -239.300 -136.200 -226.200 -16.000 36.500 0 45 90 135 180 225 270 315 200.000 200.000 200.000 200.000 200.000 200.000 200.000 200.000 Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
63 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-45-00.0 N 114-31-28.8 W 204.3 9.8
Address: BIG MARIA COMMUNIUCATIONS SITE, 11 MILES N OF BLYTHE, OFF HIGHWAY 95 City: RIVERSIDE County: RIVERSIDE State: CA Construction Deadline:
121.100
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
107.700 76.400 71.900 129.400 108.800 -49.800 -150.000
0 45 90 135 180 225 270 315

96.160 2.640 0.290 0.200 0.200 0.200 0.440 6.710
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
64 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-37-47.0 N 116-14-22.0 W -17.3 33.5
Address: 81600 Avenue 58
City: La Quinta County: RIVERSIDE State: CA Construction Deadline:

3.200
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-7.600 35.200 44.400 -315.900 -942.000 -454.200 -44.500 0 45 90 135 180 225 270 315

1.380 0.400 0.400 1.320 12.050 117.770 151.720 17.830
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 16 of 35 ends

64 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-37-47.0 N 116-14-22.0 W -17.3 33.5
Address: 81600 Avenue 58
City: La Quinta County: RIVERSIDE State: CA Construction Deadline:

3.200
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
-7.600 35.200 44.400 -315.900 -942.000 -454.200 -44.500 0 45 90 135 180 225 270 315 244.310 137.390 11.690 0.790 0.690 2.280 51.040 233.310 Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)

3.200
Antenna: 4
Antenna Height AAT (meters)
Transmitting ERP (watts)
-7.600 35.200 44.400 -315.900 -942.000 -454.200 -44.500 0 45 90 135 180 225 270 315

3.560 49.090 200.000 53.830 4.200 0.560 0.400 0.780
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
79 Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-31-07.0 N 115-08-45.0 W 1327.4 15.9
Address: OLD WOMAN CELL SITE 1.69 MILES SOUTH OF SNFLWR SPRING SPUR, 18.1 MILES E
City: OLD WOMAN County: SAN BERNARDINO State: CA Construction Deadline:
323.300
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
522.400 690.400 645.800 574.600 395.800 574.700 224.800 0 45 90 135 180 225 270 315 150.000 150.000 150.000 150.000 150.000 150.000 150.000 150.000 Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
118
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-09-02.0 N 115-08-25.0 W 570.0 53.0
Address: IRON MOUNTAINS CELL SITE 1.19 MILES WEST OF IRON MTN PUMPING ROAD 4.9

MILES N
City: IRON MOUNTAINS County: SAN BERNARDINO State: CA Construction Deadline:
400.400
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
405.100 411.700 358.100 222.400 150.900 176.500 287.700 0 45 90 135 180 225 270 315

0.680 23.120 210.860 319.150 80.170 2.910 0.680 0.680
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
400.400
Antenna: 4
Antenna Height AAT (meters)
Transmitting ERP (watts)
405.100 411.700 358.100 222.400 150.900 176.500 287.700 0 45 90 135 180 225 270 315

1.360 0.860 2.190 23.010 188.360 430.530 202.770 25.180 Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 17 of 35 ends

118
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-09-02.0 N 115-08-25.0 W 570.0 53.0
Address: IRON MOUNTAINS CELL SITE 1.19 MILES WEST OF IRON MTN PUMPING ROAD 4.9

MILES N
City: IRON MOUNTAINS County: SAN BERNARDINO State: CA Construction Deadline:
400.400
Antenna: 5
Antenna Height AAT (meters)
Transmitting ERP (watts)
405.100 411.700 358.100 222.400 150.900 176.500 287.700 0 45 90 135 180 225 270 315 859.010 22.590 1.710 1.710 1.710 1.710 1.710 34.990
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
128
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
35-34-43.7 N 117-42-30.5 W 808.0 40.2
Address: 2600 S. China Lake Blvd.

City: Ridgecrest County: KERN State: CA Construction Deadline: 03-14-2007 141.100
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
108.400 -42.300 -137.800 -238.800 -157.600 11.800 95.700 0 45 90 135 180 225 270 315 369.910 307.680 25.010 1.000 1.040 1.000 1.000 36.150
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
141.100
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
108.400 -42.300 -137.800 -238.800 -157.600 11.800 95.700 0 45 90 135 180 225 270 315

1.000 1.990 95.080 487.640 165.230 11.700 1.000 1.000
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
141.100
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
108.400 -42.300 -137.800 -238.800 -157.600 11.800 95.700 0 45 90 135 180 225 270 315

5.350 1.000 1.000 1.000 10.190 222.900 455.090 68.880
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
132
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-59-12.1 N 118-09-45.3 W 40.8 33.8
Address: 5701 S Eastern Ave
City: City of Commerce County: LOS ANGELES State: CA Construction Deadline:
-73.900
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
-22.300 -55.700 33.300 43.100 37.200 18.400 -24.000
0 45 90 135 180 225 270 315

0.160 1.370 1.890 1.740 1.130 0.120 0.100 0.100
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-73.900
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-22.300 -55.700 33.300 43.100 37.200 18.400 -24.000
0 45 90 135 180 225 270 315

0.100 0.100 0.100 0.390 1.830 1.830 1.740 0.610
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 18 of 35 ends

132
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-59-12.1 N 118-09-45.3 W 40.8 33.8
Address: 5701 S Eastern Ave
City: City of Commerce County: LOS ANGELES State: CA Construction Deadline:
-73.900
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
-22.300 -55.700 33.300 43.100 37.200 18.400 -24.000
0 45 90 135 180 225 270 315

1.800 1.560 0.270 0.100 0.100 0.100 0.850 1.860
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
133
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-52-52.0 N 117-36-18.0 W 198.1 28.0 1011242
Address: (CORONA II) 519 MAPLE STREET
City: CORONA County: RIVERSIDE State: CA Construction Deadline:

30.700
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)

21.300 -29.100 -82.300 -476.400 -256.800 63.500 31.300
0 45 90 135 180 225 270 315

4.140 32.530 106.140 96.220 25.270 3.190 0.330 0.330
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)

30.700
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)

21.300 -29.100 -82.300 -476.400 -256.800 63.500 31.300
0 45 90 135 180 225 270 315

1.720 0.330 1.210 9.430 59.740 146.100 77.290 13.540
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)

30.700
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)

21.300 -29.100 -82.300 -476.400 -256.800 63.500 31.300
0 45 90 135 180 225 270 315

71.570 52.490 13.320 1.450 0.330 0.900 9.410 45.890
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
139
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
35-08-21.4 N 117-14-16.4 W 1190.9 15.2
Address: 195 Black Canyon Rd
City: Hinkley County: SAN BERNARDINO State: CA Construction Deadline:
213.500
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
241.000 268.000 395.900 568.000 560.000 414.200 223.800 0 45 90 135 180 225 270 315 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 19 of 35 ends

140
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-36-07.4 N 117-20-38.8 W 1071.4 36.8
Address: 35603 Main Divide Truck Trail
City: Lake Elsinore County: RIVERSIDE State: CA Construction Deadline:
658.800
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
659.400 646.700 513.800 459.600 548.000 485.600 209.200 0 45 90 135 180 225 270 315

0.110 1.290 5.600 5.530 1.090 0.100 0.100 0.100
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
658.800
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
659.400 646.700 513.800 459.600 548.000 485.600 209.200 0 45 90 135 180 225 270 315

5.020 15.200 5.450 0.330 0.100 0.100 0.100 0.390
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
141
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-04-44.5 N 115-20-04.8 W 364.9 47.2
Address: 8 miles West of Hwy 177 (1A)
City: 29 Palms County: SAN BERNARDINO State: CA Construction Deadline: 08-18-2009 181.600
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)

40.100 41.700 90.400 -260.600 -334.300 -219.800 -75.100 0 45 90 135 180 225 270 315

33.220 2.640 1.070 1.070 3.480 39.010 390.070 372.510
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
181.600
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)

40.100 41.700 90.400 -260.600 -334.300 -219.800 -75.100 0 45 90 135 180 225 270 315

2.760 30.980 309.840 295.900 26.370 2.090 0.850 0.850
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
142
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-09-34.2 N 117-54-29.9 W 230.3 15.8
Address: 1964 N. San Gabriel Canyon Rd.

City: Azusa County: LOS ANGELES State: CA Construction Deadline: 06-26-2010 -642.800
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
-395.900 -358.700 -6.300 88.100 124.300 -36.300 -802.600 0 45 90 135 180 225 270 315

5.020 63.170 186.420 61.730 4.900 0.400 0.400 0.490
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-642.800
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-395.900 -358.700 -6.300 88.100 124.300 -36.300 -802.600 0 45 90 135 180 225 270 315

0.400 0.400 0.400 3.550 50.170 182.170 77.710 6.930
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 20 of 35 ends

143
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-09-11.6 N 117-39-06.1 W 601.2 7.1
Address: 2426 N. Euclid Avenue
City: Upland County: SAN BERNARDINO State: CA Construction Deadline: 06-26-2010 -1293.800
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
-1039.300 68.300 249.300 281.800 247.900 -30.300 -481.100 0 45 90 135 180 225 270 315

1.680 58.300 226.820 56.980 4.130 0.450 0.450 0.450
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-1293.800
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-1039.300 68.300 249.300 281.800 247.900 -30.300 -481.100 0 45 90 135 180 225 270 315

4.130 0.450 0.450 0.450 1.680 58.300 226.820 56.980
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-1293.800
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
-1039.300 68.300 249.300 281.800 247.900 -30.300 -481.100 0 45 90 135 180 225 270 315 226.820 56.980 4.130 0.450 0.450 0.450 1.680 58.300
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
144
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-11-04.0 N 118-07-55.3 W 372.8 11.3
Address: 2235 N. Lake Avenue
City: Altadena County: LOS ANGELES State: CA Construction Deadline: 06-26-2010 -784.300
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
-874.500 -285.000 221.400 209.600 172.300 10.300 -585.100 0 45 90 135 180 225 270 315

62.010 6.060 0.460 0.460 1.270 11.550 83.640 225.130
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-784.300
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-874.600 -285.000 221.400 209.600 172.300 10.300 -585.100 0 45 90 135 180 225 270 315

83.820 225.590 62.130 6.070 0.460 0.460 1.270 11.570
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
146
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-30-05.5 N 117-45-29.8 W 1026.0 23.2
Address: 20719 East Avenue V13
City: Palmdale County: LOS ANGELES State: CA Construction Deadline: 06-26-2010 179.900
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
121.600 14.800 -265.300 -642.400 -252.800 76.300 173.200 0 45 90 135 180 225 270 315

2.220 21.170 127.550 156.920 22.170 2.600 0.380 0.380
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 21 of 35 ends

146
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-30-05.5 N 117-45-29.8 W 1026.0 23.2
Address: 20719 East Avenue V13
City: Palmdale County: LOS ANGELES State: CA Construction Deadline: 06-26-2010 179.900
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
121.600 14.800 -265.300 -642.400 -252.800 76.300 173.200 0 45 90 135 180 225 270 315

4.950 0.380 0.380 1.030 9.430 68.310 183.860 50.640
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
179.900
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
121.600 14.800 -265.300 -642.400 -252.800 76.300 173.200 0 45 90 135 180 225 270 315 160.130 118.710 13.020 0.780 0.380 0.480 3.670 29.820
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
147
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-21-51.5 N 117-38-00.8 W 1899.0 20.4
Address: 1255 Rivera Dr.

City: Wrightwood County: SAN BERNARDINO State: CA Construction Deadline: 06-26-2010 677.600
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
636.900 518.400 342.200 -365.500 181.400 -269.800 357.800 0 45 90 135 180 225 270 315

0.450 2.850 74.900 216.010 43.100 3.120 0.450 0.450
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
677.600
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
636.900 518.400 342.200 -365.500 181.400 -269.800 357.800 0 45 90 135 180 225 270 315

0.470 0.450 0.450 16.430 168.150 139.860 11.370 0.450
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
677.600
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
636.900 518.400 342.200 -0.300 181.400 -269.800 357.800 0 45 90 135 180 225 270 315

6.680 0.450 0.450 0.450 0.490 31.950 211.100 92.150
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
149
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-46-58.5 N 116-45-19.1 W 1763.6 23.8
Address: Hwy. 243, 1/4 Mile South of Round Robin Dr.

City: Idyllwild County: RIVERSIDE State: CA Construction Deadline: 07-20-2010 464.900
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
163.700 -147.500 125.100 444.300 932.400 938.800 399.500 0 45 90 135 180 225 270 315

0.520 4.640 71.940 146.890 26.730 2.120 0.520 0.520
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 22 of 35 ends

149
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-46-58.5 N 116-45-19.1 W 1763.6 23.8
Address: Hwy. 243, 1/4 Mile South of Round Robin Dr.

City: Idyllwild County: RIVERSIDE State: CA Construction Deadline: 07-20-2010 464.900
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
163.700 -347.500 125.100 444.300 932.400 938.800 399.500 0 45 90 135 180 225 270 315 157.390 47.530 1.770 0.520 0.520 0.520 2.170 42.360
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
150
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-33-55.5 N 116-32-39.3 W 1426.9 27.4
Address: Hwy 74 Near Santa Rosa Rd.

City: Mountain Center County: RIVERSIDE State: CA Construction Deadline: 07-20-2010 135.800
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
290.100 42.600 -143.300 403.200 148.000 144.700 3.100
0 45 90 135 180 225 270 315

4.640 71.940 146.890 26.730 2.120 0.520 0.520 0.520
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
135.800
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
290.100 42.600 -143.300 403.200 148.000 144.700 3.100
0 45 90 135 180 225 270 315

2.120 0.520 0.520 0.520 4.640 71.940 146.890 26.730
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
135.800
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
290.100 42.600 -143.300 403.200 148.000 144.700 3.100
0 45 90 135 180 225 270 315

0.520 0.520 2.170 42.360 157.390 47.530 1.770 0.520
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
151
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-57-39.4 N 114-31-21.2 W 118.3 45.7
Address: I-95 (40480 Soboba Rd.)
City: Desert Center County: RIVERSIDE State: CA Construction Deadline: 07-20-2010 -166.600
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)

53.300 46.000 55.300 62.700 -125.300 -82.200 -200.300
0 45 90 135 180 225 270 315 210.380 200.910 17.910 1.420 0.580 0.580 1.870 21.040
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-166.600
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)

53.300 46.000 55.300 62.700 -125.300 -82.200 -200.300
0 45 90 135 180 225 270 315

0.580 0.580 2.590 56.620 283.790 110.410 5.280 0.960
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 23 of 35 ends

152
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-17-03.3 N 114-39-17.7 W 418.8 59.7
Address: 1303 S. Hwy 95
City: Needles County: SAN BERNARDINO State: CA Construction Deadline: 07-20-2010

94.600
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)

59.900 -10.100 151.600 129.900 -15.400 -225.900 -36.000 0 45 90 135 180 225 270 315

1.160 98.400 493.170 6.500 1.160 1.160 1.160 1.160
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)

94.600
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)

59.900 -10.100 151.600 129.900 -15.400 -225.900 -36.000 0 45 90 135 180 225 270 315

0.580 1.330 14.890 183.230 225.420 23.600 2.250 0.580
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)

94.600
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)

59.900 -10.100 151.600 129.900 -15.400 -225.900 -36.000 0 45 90 135 180 225 270 315 290.400 87.700 3.260 0.840 0.580 0.670 4.010 78.160
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
153
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-04-35.0 N 118-28-08.2 W 158.5 17.1
Address: 641 N. Sepulveda Blvd.

City: Los Angeles County: LOS ANGELES State: CA Construction Deadline: 09-17-2010 -91.000
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
-70.900 92.700 112.100 149.800 144.100 -226.500 -212.000 0 45 90 135 180 225 270 315

0.420 0.420 9.210 139.470 156.490 13.630 0.920 0.460
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-91.000
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-70.900 92.700 112.100 149.800 144.100 -226.500 -212.000 0 45 90 135 180 225 270 315 124.300 10.830 0.730 0.370 0.330 0.330 7.320 110.790
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
154
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-50-03.3 N 117-47-53.9 W 252.4 43.9
Address: Cannon Road
City: Orange County: ORANGE State: CA Construction Deadline: 09-17-2010

27.400
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)

57.200 -196.400 -3.700 208.100 222.700 217.200 175.500
0 45 90 135 180 225 270 315

1.080 149.280 52.970 1.010 0.640 0.640 0.640 0.640
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 24 of 35 ends

154
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-50-03.3 N 117-47-53.9 W 252.4 43.9
Address: Cannon Road
City: Orange County: ORANGE State: CA Construction Deadline: 09-17-2010

27.400
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)

57.200 -196.400 -3.700 208.100 222.700 217.200 175.500
0 45 90 135 180 225 270 315

0.920 0.640 0.640 0.640 0.640 2.480 175.390 33.420
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
155
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-41-59.0 N 117-59-18.2 W 13.7 21.3
Address: 18080 Beach Blvd.

City: Huntington Beach County: ORANGE State: CA Construction Deadline: 09-17-2010

15.800
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)

6.600 23.400 13.600 30.500 31.800 33.500 29.700
0 45 90 135 180 225 270 315

0.520 1.080 14.650 28.630 7.610 0.630 0.480 0.480
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)

15.800
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)

6.600 23.400 13.600 30.500 31.800 33.500 29.700
0 45 90 135 180 225 270 315

1.310 0.380 0.810 8.600 66.590 136.440 87.060 15.260
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)

15.800
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)

6.600 23.400 13.600 30.500 31.800 33.500 29.700
0 45 90 135 180 225 270 315

27.250 5.830 0.570 0.480 0.480 0.530 1.460 17.650
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
156
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-13-38.8 N 118-14-50.9 W 468.2 16.8
Address: 4441 Cloud Avenue
City: La Crescenta County: LOS ANGELES State: CA Construction Deadline: 09-17-2010 -582.300
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
-521.000 -493.500 152.300 238.000 198.400 66.800 -125.600 0 45 90 135 180 225 270 315

0.940 1.830 38.280 264.850 126.770 10.540 0.580 0.670
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-582.300
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-521.000 -493.500 152.300 238.000 198.400 66.800 -125.600 0 45 90 135 180 225 270 315

6.970 0.580 0.750 1.360 2.590 55.340 283.790 103.040
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 25 of 35 ends

156
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-13-38.8 N 118-14-50.9 W 468.2 16.8
Address: 4441 Cloud Avenue
City: La Crescenta County: LOS ANGELES State: CA Construction Deadline: 09-17-2010 -582.300
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
-521.000 -493.500 152.300 238.000 198.400 66.800 -125.600 0 45 90 135 180 225 270 315 241.550 155.960 13.270 0.580 0.580 0.580 1.560 29.040
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
157
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-39-51.0 N 117-39-34.1 W 262.4 6.1
Address: 20996 Marin
City: Lake Forest County: ORANGE State: CA Construction Deadline: 09-17-2010 -167.300
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
-504.700 -300.000 18.300 117.900 131.200 198.200 109.900 0 45 90 135 180 225 270 315

0.570 36.880 243.680 106.370 7.710 0.520 0.520 0.520
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-167.300
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-504.700 -300.000 18.300 117.900 131.200 198.200 109.900 0 45 90 135 180 225 270 315 244.450 32.980 1.230 0.520 0.520 0.600 5.350 99.580
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
158
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-07-40.7 N 117-53-09.7 W 193.6 15.2
Address: 990 East Alosta Avenue
City: Azusa County: LOS ANGELES State: CA Construction Deadline: 09-17-2010 -462.500
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
-506.900 -155.600 -55.700 20.200 91.700 63.600 -664.800 0 45 90 135 180 225 270 315

3.000 43.300 184.710 103.870 9.050 0.900 0.390 0.390
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-462.500
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-506.900 -155.600 -55.700 20.200 91.700 63.600 -664.800 0 45 90 135 180 225 270 315

1.110 0.390 0.390 2.170 32.850 172.380 122.030 12.490
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-462.500
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
-506.900 -155.600 -55.700 20.200 91.700 63.600 -664.800 0 45 90 135 180 225 270 315 189.010 45.340 2.800 0.400 0.390 0.450 9.260 99.190
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 26 of 35 ends

159
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-12-02.0 N 118-31-13.3 W 225.9 18.3
Address: 17750 Sherman Way
City: Encino County: LOS ANGELES State: CA Construction Deadline: 09-17-2010 -169.500
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
-63.100 15.500 -20.700 -85.200 -121.900 -50.400 -132.700 0 45 90 135 180 225 270 315

3.140 47.320 210.380 200.910 40.930 3.870 0.510 0.510
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-169.500
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-63.100 15.500 -20.700 -85.200 -121.900 -50.400 -132.700 0 45 90 135 180 225 270 315

0.510 0.510 1.870 28.970 171.400 233.880 66.070 6.530
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-169.500
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
-63.100 15.500 -20.700 -85.200 -121.900 -50.400 -132.700 0 45 90 135 180 225 270 315 218.870 78.360 8.600 0.510 0.510 1.470 22.490 139.050
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
160
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-08-13.0 N 117-58-35.2 W 148.1 19.8
Address: 1400 Buena Vista Street
City: Duarte County: LOS ANGELES State: CA Construction Deadline: 09-17-2010 -812.800
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
-494.300 -81.700 -17.500 55.100 69.600 -26.300 -721.200 0 45 90 135 180 225 270 315

0.540 13.530 62.250 55.070 7.910 0.540 0.540 0.540
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-812.800
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-494.300 -81.700 -17.500 55.100 69.600 -26.300 -721.200 0 45 90 135 180 225 270 315

0.540 0.540 0.540 0.540 9.960 59.120 59.260 10.510
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-812.800
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
-494.300 -81.700 -17.500 55.100 69.600 -26.300 -721.200 0 45 90 135 180 225 270 315 252.800 110.350 7.990 0.540 0.540 0.540 0.590 38.260
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 27 of 35 ends

161
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-02-03.9 N 117-56-15.1 W 105.2 16.2
Address: 15920 Amar Road
City: City of Industry County: LOS ANGELES State: CA Construction Deadline: 09-17-2010 -118.000
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
-84.500 -127.500 -101.200 -37.000 -4.100 28.700 10.100
0 45 90 135 180 225 270 315

0.600 21.900 224.300 186.600 15.200 0.600 0.630 0.600
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-118.000
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-84.500 -127.500 -101.200 -37.000 -4.100 28.700 10.100
0 45 90 135 180 225 270 315

0.600 0.600 0.600 1.060 29.090 120.700 45.630 2.540
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-118.000
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
-84.500 -127.500 -101.200 -37.000 -4.100 28.700 10.100
0 45 90 135 180 225 270 315 276.000 41.770 3.240 0.600 0.600 0.600 6.180 135.180
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
162
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-38-15.2 N 117-14-15.2 W 544.0 23.2
Address: (The Farm) 24240 Bundy Canyon Rd
City: Wildomar County: RIVERSIDE State: CA Construction Deadline: 04-27-2011

86.600
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)

90.900 89.600 132.600 122.400 -27.900 31.700 55.400
0 45 90 135 180 225 270 315

0.520 3.360 54.570 153.810 36.060 1.730 0.520 0.520
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)

86.600
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)

90.900 89.600 132.600 122.400 -27.900 31.700 55.400
0 45 90 135 180 225 270 315

0.520 0.520 0.520 1.400 30.690 153.810 59.840 2.860
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)

86.600
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)

90.900 89.600 132.600 122.400 -27.900 31.700 55.400
0 45 90 135 180 225 270 315

27.350 42.360 5.580 0.520 0.520 0.520 0.520 1.500
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 28 of 35 ends

163
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-40-49.5 N 117-40-41.6 W 212.1 20.4
Address: (Cooks Bay site)25931 Towne Center Drive
City: Foothill Ranch County: ORANGE State: CA Construction Deadline: 04-27-2011 -195.100
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
-438.500 -298.400 -24.000 93.200 94.600 178.100 83.600
0 45 90 135 180 225 270 315

20.600 284.500 334.200 23.100 0.900 0.900 0.900 0.900
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-195.100
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-438.500 -298.400 -24.000 93.200 94.600 178.100 83.600
0 45 90 135 180 225 270 315 236.590 9.420 0.900 0.900 0.900 1.710 40.180 374.970
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
164
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-02-39.7 N 117-26-08.6 W 335.9 19.2
Address: (Via Larga site) 11660 Sierra Avenue
City: Fontana County: SAN BERNARDINO State: CA Construction Deadline: 04-27-2011 -111.600
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
-11.700 41.800 44.600 86.800 136.400 79.100 -29.100
0 45 90 135 180 225 270 315

95.060 487.000 165.200 11.700 1.000 1.000 1.000 1.990
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-111.600
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-11.700 41.800 44.600 86.800 136.400 79.100 -29.100
0 45 90 135 180 225 270 315

1.590 1.590 13.200 269.520 437.110 16.620 1.590 1.590
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-11.600
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
-11.700 41.800 44.700 86.800 136.400 79.100 -29.100
0 45 90 135 180 225 270 315 148.300 10.500 0.890 0.890 0.890 1.780 85.340 437.650
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
165
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-27-58.7 N 117-08-29.8 W 481.9 40.5
Address: 30025 Front Street
City: Temecula County: RIVERSIDE State: CA Construction Deadline: 11-04-2011 143.500
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)

88.600 54.300 80.600 241.200 256.600 179.100 53.800
0 45 90 135 180 225 270 315

3.190 0.870 11.070 2.110 3.340 0.640 0.640 0.640
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 29 of 35 ends

165
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-27-58.7 N 117-08-29.8 W 481.9 40.5
Address: 30025 Front Street
City: Temecula County: RIVERSIDE State: CA Construction Deadline: 11-04-2011 143.500
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)

88.600 54.300 80.600 241.200 256.600 179.100 53.800
0 45 90 135 180 225 270 315

9.140 2.223 0.640 0.640 0.640 0.780 0.640 9.470
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
143.500
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)

88.600 54.300 80.600 241.200 256.600 179.100 53.800
0 45 90 135 180 225 270 315

6.160 11.000 0.640 1.560 0.640 0.640 0.640 3.020
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
166
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-35-07.6 N 117-36-49.5 W 220.7 13.7
Address: (Tesora site) 29658 Oso Parkway
City: Las Flores County: ORANGE State: CA Construction Deadline: 02-10-2012 -156.400
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
-303.900 -228.800 23.300 91.700 123.000 84.000 77.900
0 45 90 135 180 225 270 315

0.400 1.090 12.520 134.100 164.980 21.750 1.770 0.400
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-156.400
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-303.900 -228.800 23.300 91.700 123.000 84.000 77.900
0 45 90 135 180 225 270 315

11.950 1.040 0.400 0.400 1.940 23.850 172.760 125.150
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-156.400
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
-303.900 -228.800 23.300 91.700 123.000 84.000 77.900
0 45 90 135 180 225 270 315

57.210 202.970 65.680 5.100 0.420 0.400 0.400 4.140
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
167
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-29-04.0 N 115-28-55.0 W 243.9 68.3 1025110
Address: Cadiz site SECTION 35, TOWNSHIP 5N, RANGE 14E
City: CADIZ County: SAN BERNARDINO State: CA Construction Deadline: 03-01-2012 -79.100
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
-24.400 -154.700 89.600 119.000 39.000 110.000 69.900
0 45 90 135 180 225 270 315 430.530 430.530 430.530 430.530 430.530 430.530 430.530 430.530 Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 30 of 35 ends

168
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-48-42.0 N 115-36-31.0 W 1261.7 30.5
Address: Granite Pass Granite Mountain
City: Baker County: SAN BERNARDINO State: CA Construction Deadline: 03-01-2012 244.400
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
-10.600 367.600 392.900 279.700 178.300 -159.900 354.500 0 45 90 135 180 225 270 315 113.370 113.370 113.370 113.370 113.370 113.370 113.370 113.370 Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
169
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-43-10.0 N 115-39-18.0 W 1112.5 60.6
Address: Fenner Valley Site 91919 Brown Buttes Rd
City: Twenty-nine Palms County: SAN BERNARDINO State: CA Construction Deadline: 03-01-2012 -78.700
Antenna: 4
Antenna Height AAT (meters)
Transmitting ERP (watts)

78.200 339.900 382.800 617.500 494.400 269.200 -136.100 0 45 90 135 180 225 270 315

15.630 210.860 271.640 29.110 1.670 0.670 0.670 1.430
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-78.700
Antenna: 5
Antenna Height AAT (meters)
Transmitting ERP (watts)

78.200 339.900 382.800 617.500 494.400 269.200 -136.100 0 45 90 135 180 225 270 315

0.670 0.670 2.060 49.430 297.850 163.680 8.390 0.960
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-78.700
Antenna: 6
Antenna Height AAT (meters)
Transmitting ERP (watts)

78.200 339.900 382.800 617.500 494.400 269.200 -136.100 0 45 90 135 180 225 270 315

13.000 1.130 0.670 0.670 1.920 36.640 277.970 192.310
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
170
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-43-52.0 N 115-52-02.0 W 885.1 59.7
Address: Old Dads Mountain 26420 E. Siberia Rd
City: Amboy County: SAN BERNARDINO State: CA Construction Deadline: 03-01-2012 275.900
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
-155.400 -13.100 134.400 422.400 366.500 207.900 168.100 0 45 90 135 180 225 270 315

3.120 82.040 304.790 277.970 58.080 1.710 0.680 0.680
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
275.900
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-155.400 -13.100 134.400 422.400 366.500 207.900 168.100 0 45 90 135 180 225 270 315

7.660 0.680 0.680 0.680 36.640 236.590 326.590 118.580
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 31 of 35 ends

171
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-46-29.1 N 117-29-13.2 W 309.8 51.8
Address: Temescal Cyn 23900 Temescal Canyon Rd
City: Corona County: RIVERSIDE State: CA Construction Deadline: 03-01-2012

23.800
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
-82.900 -318.400 -75.100 -539.400 -551.000 -414.600 38.300 0 45 90 135 180 225 270 315

3.120 31.950 127.200 118.710 24.800 2.260 0.300 0.300
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)

23.800
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-82.900 -318.400 -75.100 -539.400 -551.000 -414.600 38.300 0 45 90 135 180 225 270 315

38.430 24.970 2.630 0.300 0.300 2.000 21.020 38.420
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)

23.800
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
-82.500 -318.400 -75.100 -539.400 -551.000 -414.600 38.300 0 45 90 135 180 225 270 315

0.580 0.330 0.330 1.190 56.820 160.130 80.260 0.770
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
172
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-54-07.0 N 116-21-58.8 W 331.6 16.7
Address: Sky Valley 74555 Dillon Rd
City: Desrt Hot Springs County: RIVERSIDE State: CA Construction Deadline: 03-01-2012 -750.400
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
-790.300 -333.100 85.200 214.200 148.900 78.900 -268.900 0 45 90 135 180 225 270 315

2.030 13.730 62.080 5.040 12.650 2.520 0.740 0.740
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-750.400
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-790.300 -333.100 85.200 214.200 148.900 78.900 -268.900 0 45 90 135 180 225 270 315

0.820 0.820 2.230 15.100 68.250 62.720 13.910 2.770
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-750.400
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
-790.300 -333.100 852.000 214.200 148.900 78.900 -268.900 0 45 90 135 180 225 270 315

25.260 2.010 0.820 0.820 2.650 29.680 296.830 283.470
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 32 of 35 ends

173
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-31-00.3 N 117-03-38.5 W 443.2 32.2
Address: (Cerro Site) 34410 Calac Rd
City: Temecula County: RIVERSIDE State: CA Construction Deadline: 03-01-2012 -52.900
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
-134.900 -161.100 -184.100 38.300 67.700 72.500 26.300
0 45 90 135 180 225 270 315

0.720 13.630 103.390 88.000 9.210 0.400 0.400 0.400
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-52.900
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-134.900 -161.100 -184.100 38.300 67.700 72.500 26.300
0 45 90 135 180 225 270 315

0.770 0.770 0.770 3.580 60.810 242.100 94.190 6.820
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-52.900
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
-134.900 -161.100 -184.100 38.300 67.700 72.500 26.300
0 45 90 135 180 225 270 315 121.470 23.150 1.080 0.400 0.400 0.400 5.300 65.240
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
174
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-23-33.8 N 117-34-33.4 W 1553.6 24.4
Address: Mountain Top 7770 Hwy 138
City: Phelan County: SAN BERNARDINO State: CA Construction Deadline: 07-06-2012 439.000
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
423.200 304.800 473.100 -232.300 -481.000 -274.200 356.700 0 45 90 135 180 225 270 315

0.580 2.970 30.410 241.550 167.110 12.680 1.160 0.580
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
439.000
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
423.200 304.800 473.100 -232.300 -481.000 -274.200 356.700 0 45 90 135 180 225 270 315

0.960 0.580 0.580 2.590 56.620 283.790 110.410 5.280
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
439.000
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
423.200 304.800 473.100 -232.300 -481.000 -274.200 356.700 0 45 90 135 180 225 270 315 110.410 5.280 0.960 0.580 0.580 2.590 56.620 283.790
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 33 of 35 ends

175
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-55-28.8 N 116-25-30.1 W 339.2 22.9
Address: (Long Canyon) 70-875 Dillon Road
City: Desert Hot Springs County: RIVERSIDE State: CA Construction Deadline: 07-27-2013 -671.100
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
-711.400 -420.900 55.300 145.300 181.400 87.100 -211.300 0 45 90 135 180 225 270 315

0.650 42.070 277.970 121.340 8.790 0.590 0.590 0.590
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-671.100
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-711.400 -420.900 55.300 145.300 181.400 87.100 -211.300 0 45 90 135 180 225 270 315

3.190 0.590 0.590 0.590 6.080 133.050 271.640 41.110
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
-671.100
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
-711.400 -420.900 55.300 145.300 181.400 87.100 -211.300 0 45 90 135 180 225 270 315 297.850 74.820 5.420 0.590 0.590 0.590 2.210 76.560
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
176
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-10-26.0 N 116-43-18.4 W 2529.8 27.7 1271970
Address: (Barton Flats site) 49150 Hwy 38
City: Angelus Oaks County: SAN BERNARDINO State: CA Construction Deadline: 04-11-2014 396.800
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
653.100 769.400 784.300 679.600 -137.600 470.000 245.200 0 45 90 135 180 225 270 315

90.600 255.260 59.800 2.860 0.640 0.520 0.520 5.580
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
396.800
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
653.100 769.400 784.300 679.600 -137.600 470.000 245.200 0 45 90 135 180 225 270 315

3.520 0.550 0.520 0.520 7.710 119.390 243.770 44.360
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
177
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-37-35.2 N 114-38-17.6 W 614.2 59.7
Address: (Havasu Pass site) On Hwy 95
City: Needles County: SAN BERNARDINO State: CA Construction Deadline: 04-11-2014 246.500
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
241.200 161.400 -85.300 160.600 203.000 128.100 49.800
0 45 90 135 180 225 270 315

0.160 1.230 9.960 14.400 2.970 0.240 0.100 0.100
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 34 of 35 ends

177
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
34-37-35.2 N 114-38-17.6 W 614.2 59.7
Address: (Havasu Pass site) On Hwy 95
City: Needles County: SAN BERNARDINO State: CA Construction Deadline: 04-11-2014 246.500
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
241.200 161.400 -85.300 160.600 203.000 128.100 49.800
0 45 90 135 180 225 270 315

0.110 0.130 0.790 15.430 57.330 17.310 0.640 0.170
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
246.500
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
241.200 161.400 -85.300 160.600 203.000 128.100 49.800
0 45 90 135 180 225 270 315

31.760 17.850 1.660 0.240 0.110 0.110 0.470 6.200
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
178
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
33-29-16.5 N 117-34-55.1 W 269.1 12.2
Address: (Portada Village site) 1498 1/2 Avenida Talega City: San Clemente County: ORANGE State: CA Construction Deadline: 04-11-2014

98.600
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
-121.500 -96.900 134.200 201.000 244.300 200.400 152.100 0 45 90 135 180 225 270 315

3.420 58.080 192.310 68.320 4.110 0.380 0.380 0.380
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)

98.600
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
-121.500 -96.900 134.200 201.000 244.300 200.400 152.100 0 45 90 135 180 225 270 315

0.380 0.380 0.380 10.810 110.660 175.390 30.480 1.390
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)

98.600
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
-121.500 -96.900 134.200 201.000 244.300 200.400 152.100 0 45 90 135 180 225 270 315

17.140 0.400 0.380 0.380 0.380 21.090 149.280 142.560
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
179
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
35-21-45.8 N 117-38-27.1 W 1260.9 78.0 1200992
Address: (Johannesburg) 36753 Randsburg Loop
City: Johannesburg County: KERN State: CA Construction Deadline: 08-14-2014 348.100
Antenna: 1
Antenna Height AAT (meters)
Transmitting ERP (watts)
240.400 331.500 397.200 350.400 146.700 538.800 431.600 0 45 90 135 180 225 270 315 354.700 104.950 5.940 0.740 0.740 0.740 2.380 84.380
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018
Reference Copy

Page 35 of 35 ends

179
Location Latitude Longitude Ground Elevation
(meters)
Structure Hgt to Tip
(meters)
Antenna Structure
Registration No.
35-21-45.8 N 117-38-27.1 W 1260.9 78.0 1200992
Address: (Johannesburg) 36753 Randsburg Loop
City: Johannesburg County: KERN State: CA Construction Deadline: 08-14-2014 348.100
Antenna: 2
Antenna Height AAT (meters)
Transmitting ERP (watts)
240.400 331.500 397.200 350.400 146.700 538.800 431.600 0 45 90 135 180 225 270 315

0.740 0.880 28.460 301.410 202.420 16.350 1.290 0.740
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
348.100
Antenna: 3
Antenna Height AAT (meters)
Transmitting ERP (watts)
240.400 331.500 397.200 350.400 146.700 538.800 431.600 0 45 90 135 180 225 270 315

16.350 1.290 0.740 0.740 0.880 28.460 301.410 202.420
Maximum Transmitting ERP in Watts: 140.820
Azimuth(from true north)
Control Points:

Control Pt. No. 5
Address: 500 W. Dove Road
City: Southlake County: TARRANT State: TX Telephone Number: (800)264-6620 Waivers/Conditions:

Grant of the request to update licensee name is conditioned on it not reflecting an assignment or transfer of control (see Rule

1.948); if an assignment or transfer occurred without proper notification or FCC approval, the grant is void and the station is licensed under the prior name.

License renewal granted on a conditional basis, subject to the outcome of FCC proceeding WT Docket No. 10-112 (see FCC 10-86, paras. 113 and 126).

Licensee Name: LOS ANGELES SMSA LIMITED
Call Sign: KNKA209 File Number: Print Date:

FCC 601-C
March 2018

Radio Frequency
–

Electromagnetic Energy
(RF
-
EME) Compliance Report

Site No.

CA002_GLENDALE_137

SW
-
CA
-
GLENDA
-
00237C

Front Of 1544 Kenneth Rd

Glendale
,
California

91201

Los Angeles

County

34.174022
;
-
118.282517

NAD83

EBI Proje
ct No.
6222007072

Prepared for:

Verizon
Small Cell

c/o
ExteNet
, LLC

3030 Warrenville Road, Suite 340

Lisle, Illinois 60532

Prepared by:

RF
-
EME Compliance Report

Site No.

CA002_GLENDALE_137

EBI Project No.
6222007072

Front Of 1544 Kenneth Rd
,
Glendale
,
California

EBI Consulting
·

21 B Street
·

Burlington, MA 01803
·

1.800.786.2346

1 T

ABLE OF
C

ONTENTS

E

XECUTIVE
S
UMMARY
................................
................................
................................
.....................

2 1.0

S
ITE
D

ESCRIPTION AND
A
NTENNA
I

NVENTORY

................................
................................
..

3 2.0

B

ACKGROUND
I

NFORMATION AND
M

ODELING
P

ROCEDURE

................................
..............

4 3.0

M

ITIGATION
/S
ITE
C
ONTROL
O
PTIONS

................................
................................
................

5 4.0

S

UMMARY AND
C

ONCLUSIONS

................................
................................
.............................

6 5.0

L

IMITATIONS

................................
................................
................................
.........................

6 A

PPENDICES

A

PPENDIX
A

C

ERTIFICATIONS

A

PPENDIX
B

F
EDERAL
C

OMMUNICATIONS
C

OMMISSION
(FCC)

R

EQUIREMENTS

A

PPENDIX
C

R
ADIO
F

REQUENCY
E

LECTROMAGNETIC
E
NERGY
S
AFETY
/

S
IGNAGE
P
LANS

RF
-
EME Compliance Report

Site No.

CA002_GLENDALE_137

EBI Project No.
6222007072

Front Of 1544 Kenneth Rd
,
Glendale
,
California

EBI Consulting
·

21 B Street
·

Burlington, MA 01803
·

1.800.786.2346

2 E

XECUTIVE
S
UMMARY

Purpose of Report

EnviroBusiness Inc. (dba EBI Con
sulting) has been
contracted by

ExteNet

to
to conduct radio frequency
electromagnetic (RF
-
EME) modeling for
ExteNet

site
SW
-
CA
-
GLENDA
-
00237C

located in
Glendale
,
California

to determine RF
-
EME exposure levels from the proposed wireless communications equipment at this site. As described in greater detail in Appendix B, the Federal Communications Commission (FCC) has developed Maximum Permissibl
e Exposure (MPE) Limits for general public exposures and occupational exposures. This report summarizes the results of RF
-
EME modeling in relation to relevant FCC RF
-
EME
compliance standards for limiting human exposure to RF
-
EME fields.

Modeling results in
cluded in this report are based on
a
site node list dated
March 19, 2021

as provided to
EBI Consulting.

Subsequent changes to the drawings or site design may yield changes in the MPE levels or FCC Compliance rec
ommendations.

The nearest adjacent building is located at a distance of at least

46 feet from the proposed installation.

Since the exact height of the adjacent structure is unknown, calculat ions were performed

at the Maximum
Antenna Face Value at a horizontal distance
of

46 feet.

All adjacent buildings are assumed to be accessible
to the general public, including all persons not fully aware of RF hazards and who are not trained in

RF
safety procedures

Maximum Permissible Exposure (MPE) Summary

Location

% of FCC General
Public/Uncontrolled
Exposure Limit

% of FCC
Occupational/Controlled
Exposure Limit

Power Density
(mW/cm
2 )

Horizontal
Approach
Distance of
Occupational
Limit

Horizontal
Approach
Distance of
General
Public Limit

Proposed Verizon Antennas

Maximum
Antenna
Face
Value

198.0600

39.6120

1.9806

N/A

4 Nearest
Walking
Surface

0.6875

0.1375

0.0069

N/A

N/A

Ground
Level

0.1000

0.0200

0.0010

N/A

N/A

These results are calculated based on max power assumptions for this site. The proposed antennas will contribute the majority to these emissions. Workers
accessing any equipment on the pole should follow
all safety procedures outlined by the carrier and property owner.

Statement of Compliance

Signage recommendations are presented in Section

3.0 to bring the site into

compliance with the FCC
Rules and Regula
tions.

RF
-
EME Compliance Report

Site No.

CA002_GLENDALE_137

EBI Project No.
6222007072

Front Of 1544 Kenneth Rd
,
Glendale
,
California

EBI Consulting
·

21 B Street
·

Burlington, MA 01803
·

1.800.786.2346

3 1.0

S
ITE
D

ESCRIPTION AND
A
NTENNA
I

NVENTORY

This project involves the installation of
three proposed
active wireless telecommunication

antennas on a
pole

in
Glendale
,
California
. This site is located in the
right of way.

The

antennas

are to be mounted on a
pole

and operating in the directions, frequencies, and heights mentioned below.

Ant #

Operator

Antenna Make

Antenna Model

Frequency
(MHz)

Azimuth (deg.)

Aperture (feet)

Total Power
Input (Watts)

Antenna Gain
(dBd)

Total ERP
(Watts)

Total EIRP
(Watts)

1 Verizon

ERICSSON

SM6705 CM1 02.07.22 28GHz VZW

28000

0 1.3

0.6 26.14

250.8

411.3

2 Verizon

ERICSSON

SM6705 CM1 02.07.22 28GHz VZW

28000

120

1.3 0.6

26.14 250.8

411.3

3 Verizon

ERICSSON

SM6705 CM1 02.07.22 28GHz VZW

28000

240

1.3 0.6

26.14 250.8

411.3

ID

Carrier

X

Y

Antenna Radiation
Centerline

Z
-
Height

Ground

1 Verizon

0.2 0.4

26 25.4

2 Verizon

0.2 0.4

26 25.4

3 Verizon

0.2 0.4

26 25.4

*Z
-
Height represents the distance measured from the bottom of the antenna.

RF
-
EME Compliance Report

Site No.

CA002_GLENDALE_137

EBI Project No.
6222007072

Front Of 1544 Kenneth Rd
,
Glendale
,
California

EBI Consulting
·

21 B Street
·

Burlington, MA 01803
·

1.800.786.2346

4 2.0

B

ACKGROUND
I

NFORMATION AND
M

ODELING
P

ROCEDURE

EBI has performed theoretical modeling using Roofmaster™ software to estimate the worst -
case power
density at the site antenna face, ground level and
relevent adjacent structures
-
level resulting from the
operation of the
antennas. Using the computational methods set forth in Federal Communications (FCC) Office of Engineering & Technology (OET) Bulletin 65, “Evaluating Compliance with FCC Guidelines for Human Exposure to Radiofrequency Electromagnetic Fields” (OET -
65), Roof
master™ calculates
predicted power density in a scalable grid based on the contributions of all RF sources characterized in the study scenario. At each grid location, the cumulative power density is expressed as a percentage of the FCC limits. Manufacturer

antenna pattern data is utilized in these calculations. Roofmaster™ models consist of the Far Field model as specified in OET
-
65 and an implementation of the OET
-
65 Cylindrical
Model (Sula9). The models utilize several operational specifications for diff erent types of antennas to
produce a plot of spatially
-
averaged power densities that can be expressed as a percentage of the applicable exposure limit.

For this report, EBI utilized antenna and power data provided by ExteNet and compared the resultant wors
t
-
case MPE levels to the FCC’s occupational/controlled exposure limits outlined in OET Bulletin 65.

The assumptions used in the modeling are based upon information provided by ExteNet and information gathered from other sources. The parameters used for mod eling are summarized in Section

1.0 .

A site is considered out of compliance with FCC regulations if there are areas that exceed the FCC exposure limit
s and there are no RF hazard mitigation measures in place. Any carrier which has an installation that contributes more than 5% of the applicable MPE must participate in mitigating these RF hazards.

RF
-
EME Compliance Report

Site No.

CA002_GLENDALE_137

EBI Project No.
6222007072

Front Of 1544 Kenneth Rd
,
Glendale
,
California

EBI Consulting
·

21 B Street
·

Burlington, MA 01803
·

1.800.786.2346

5 3.0

M

ITIGATION
/S
ITE
C
ONTROL
O
PTIONS

EBI’s modeling indicates

that there are no areas in front of the Verizon antennas that exceed the FCC standards for occupational or general public exposure
at ground level or on any adjacent structure
observed within 50 feet of this site.

To reduce the risk of exposure and/or in
jury, EBI recommends that access to areas associated with the active antenna installation be restricted and secured where possible.

Access to this site is accomplished by approaching the
pole
at ground level. Access to the

pole

is gained
via a lift or clim
bing with fall protection and therefore
antennas

are

not considered to be accessible to the
general public.

Implementation of recommended signage in this report will bring this site into compliance with the FCC’s
rules and regulations.

Attachment 1: Signage T able

Sign

Description

Posting
Instructions

Required Signage / Mitigation

Yellow

Caution

Sign

Used to alert individuals that they are
entering an area where the power density
emitted from transmitting antenna(s) may
exceed the FCC’s maximum permissible
exposure limit for the
occupational

population.

Securely post

2 signs

on
opposite sides of the
pole
3 feet below the
antennas (

22.4 feet
above ground level).

2 signs posted below the
antennas.

RF
-
EME Compliance Report

Site No.

CA002_GLENDALE_137

EBI Project No.
6222007072

Front Of 1544 Kenneth Rd
,
Glendale
,
California

EBI Consulting
·

21 B Street
·

Burlington, MA 01803
·

1.800.786.2346

6 4.0

S

UMMARY AND
C

ONCLUSIONS

EBI has prepared this Radiofrequency
–

Electromagnetic Energy (RF
-
EME) Compliance Report for the
proposed ExteNet site to be located on a pole
in
Glendale
,
California
.

EBI has conducted theoretical modeling to
estimate the worst
-
case power density from the proposed
antennas to document potential MPE levels at this location and to ensure that site control measures are adequate to meet FCC and OSHA requirements.

Maximum Permissible Exposure (MPE) Summary

Location

% of FCC General
Public/Uncontrolled
Exposure Limit

% of FCC
Occupational/Controlled
Exposure Limit

Power Density
(mW/cm
2 )

Horizontal
Approach
Distance of
Occupational
Limit

Horizontal
Approach
Distance of
General Public
Limit

Proposed Verizon
Antennas

Maximum
Antenna
Face
Value

198.0600

39.6120

1.9806

N/A

4 Nearest
Walking
Surface

0.6875

0.1375

0.0069

N/A

N/A

Ground
Level

0.1000

0.0200

0.0010

N/A

N/A

Workers should be informed about the presence and locations of antennas and their associated fields.

Recommended control measures are outlined in Section

3.0 .

To reduce the risk of exposure and/or injury, EBI recommends that access to areas associated with the active antenna installation be restricted and secured where possible.

Implementation of the signage recommended in this report will bring this s ite into compliance with the
FCC’s rules and regulations.

5.0 L

IMITATIONS

This report was prepared for the use of
ExteNet.

It was performed in accordance with generally accepted
practices of other consultants undertaking similar studies at the same time and in the same locale under like circumstances. The conclusions provided by
EBI

are based solely on the information provided

by the
client. The observations in this report are valid on the date of the investigation. Any additional information that becomes available concerning the site should be provided to EBI

so that our conclusions may be
revised and modified, if necessary. T
his report has been prepared in accordance with Standard Conditions for Engagement and authorized proposal, both of which are integral parts of this report. No other warranty, expressed or implied, is made.

Small Cell Noise Study

Site No.

CA002_GLENDALE_137

EBI Project No.
6222007072

Front Of 1544 Kenneth Rd
,
Glendale
,
California

EBI Consulting
·

21 B Street
·

Burlington, MA 01803
·

1.800.786.2346

Appendix A

Certifications

Small Cell Noise Study

Site No.

CA002_GLENDALE_137

EBI Project No.
6222007072

Front Of 1544 Kenneth Rd
,
Glendale
,
California

EBI Consulting
·

21 B Street
·

Burlington, MA 01803
·

1.800.786.2346

Preparer
Certification

I,
Jonathan Walz
, state that:

§

I am an employee of EnviroBusiness Inc. (d/b/a EBI Consulting), which provides RF -
EME safety
and compliance services to the wireless communications industry.

§

I have successfully completed RF
-
EME safety training,
and I am aware of the potential hazards
from RF
-
EME and would be classified “occupational” under the FCC regulations.

§

I am fully aware of and familiar with the Rules and Regulations of both the Federal Communications Commissions (FCC) and the Occupational
Safety and Health Administration
(OSHA) with regard to Human Exposure to Radio Frequency Radiation.

§

I have been trained on RF
-
EME modeling using Roofmaster™ modeling software.

§

I have reviewed the data provided by the client and incorporated it into this S ite Compliance
Report such that the information contained in this report is true and accurate to the best of my knowledge.

Small Cell Noise Study

Site No.

CA002_GLENDALE_137

EBI Project No.
6222007072

Front Of 1544 Kenneth Rd
,
Glendale
,
California

EBI Consulting
·

21 B Street
·

Burlington, MA 01803
·

1.800.786.2346

Reviewed and Approved by:

Michael McGuire

Electrical Engineer

[email protected]

Note that EBI’s scope of work is limited to an evaluation of the Radio Frequency –

Electromagnetic Energy
(RF
-
EME) field generated by the antennas and broadcast equipment noted in this report. The engineering
and design of the building and related structures, as well as the impact of the antennas and broadcast equipment on the structural integrity of the building, are specifically excluded from EBI’s scope of work.

sealed 30dec2022
Small Cell Noise Study

Site No.

CA002_GLENDALE_137

EBI Project No.
6222007072

Front Of 1544 Kenneth Rd
,
Glendale
,
California

EBI Consulting
·

21 B Street
·

Burlington, MA 01803
·

1.800.786.2346

Appendix B

Federal Communications Commission (FCC) Requirements

Small Cell Noise Study

Site No.

CA002_GLENDALE_137

EBI Project No.
6222007072

Front Of 1544 Kenneth Rd
,
Glendale
,
California

EBI Consulting
·

21 B Street
·

Burlington, MA 01803
·

1.800.786.2346

The FCC has established Maximum Permissible Exposure (MPE) limits for human exposure to Radiofrequency Electromagnetic (RF
-
EME) energy fields, based on exposure limits recommended by the Nat
ional Council on Radiation Protection and Measurements (NCRP) and, over a wide range of frequencies, the exposure limits developed by the Institute of Electrical and Electronics Engineers, Inc. (IEEE) and adopted by the American National Standards Institut e (ANSI) to replace the 1982 ANSI
guidelines. Limits for localized absorption are based on recommendations of both ANSI/IEEE and NCRP.

The FCC guidelines incorporate two separate tiers of exposure limits that are based upon occupational/controlled exposure

limits (for workers) and general public/uncontrolled exposure limits for members of the general public.

Occupational/controlled exposure limits

apply to situations in which persons are exposed as a
consequence of their employment and in which those person s who are exposed have been made fully
aware of the potential for exposure and can exercise control over their exposure. Occupational/ controlled exposure limits also apply where exposure is of a transient nature as a result of incidental passage through a

location where exposure levels may be above general public/uncontrolled limits (see below), as long as the exposed person has been made fully aware of the potential for exposure and can exercise control over his or her exposure by leaving the area or by s ome other appropriate means.

General public/uncontrolled exposure limits

apply to situations in which the general public may be
exposed or in which persons who are exposed as a consequence of their employment may not be made fully aware of the potential fo
r exposure or cannot exercise control over their exposure. Therefore, members of the general public would always be considered under this category when exposure is not employment
-
related, for example, in the case of a telecommunications tower that exposes persons in a
nearby residential area.

Table 1 and Figure 1 (below), which are included within the FCC’s OET Bulletin 65, summarize the MPE limits for RF emissions. These limits are designed to provide a substantial margin of safety. They vary by frequency
to take into account the different types of equipment that may be in operation at a particular facility and are “time
-
averaged” limits to reflect different durations resulting from controlled and uncontrolled exposures.

The FCC’s MPEs are measured in terms

of power (mW) over a unit surface area (cm
2 ). Known as the
power density, the FCC has established an occupational MPE of 5 milliwatts per square centimeter (mW/cm
2 ) and an uncontrolled MPE of 1 mW/cm
2 for equipment operating in the 1900 MHz frequency
rang
e
.

Equipment operating in the

700 MHz frequency range has an established occupational MPE of 2.33 (mW/cm
2 ) and a general public MPE of 0.47 mW/cm
2 ,
equipment operating in the

850 MHz frequency
range the occupational MPE is 2.83 mW/cm
2 and the general publi
c MPE is 0.57 mW/cm
2 , and
equipment
operating in the

1900 and 2100 MHz frequency range the occupational MPE is

5 mW/cm
2 and general
public MPE is 1 mW/cm
2 . These limits are considered protective of these populations.

Small Cell Noise Study

Site No.

CA002_GLENDALE_137

EBI Project No.
6222007072

Front Of 1544 Kenneth Rd
,
Glendale
,
California

EBI Consulting
·

21 B Street
·

Burlington, MA 01803
·

1.800.786.2346

Table 1: Limits for Maximum
Permissible Exposure (MPE)

(A) Limits for Occupational/Controlled Exposure

Frequency Range
(MHz)

Electric Field
Strength (E)

(V/m)

Magnetic Field
Strength (H)

(A/m)

Power Density (S)

(mW/cm
2 )

Averaging Time
[E]
2 , [H]
2 , or S

(minutes)

0.3 -

3.0 614

1.63 (100)*

6 3.0
-
30 1842/f

4.89/f

(900/f
2 )*

6 30
-
300

61.4 0.163

1.0 6

300
-
I,500

--

--

f/300

6 1,500
-
100,000

--

--

5 6

(B) Limits for General Public/Uncontrolled Exposure

Frequency Range
(MHz)

Electric Field
Strength (E)

(V/m)

Magnetic Field
Strength (H)

(A/m)

Power Density (S)

(mW/cm
2 )

Averaging Time
[E]
2 , [H]
2 , or S

(minutes)

0.3 -

1.34 614

1.63 (100)*

30 1.34
-
30 824/f

2.19/f

(180/f
2 )*

30 30
-
300

27.5 0.073

0.2 30

300
-
1,500

--

--

f/1,500

30 1,500
-
100,000

--

--

1.0 30

f =
Frequency in (MHz)

* Plane
-
wave equivalent power density

Power Density (mW/cm
2 )

Small Cell Noise Study

Site No.

CA002_GLENDALE_137

EBI Project No.
6222007072

Front Of 1544 Kenneth Rd
,
Glendale
,
California

EBI Consulting
·

21 B Street
·

Burlington, MA 01803
·

1.800.786.2346

Based on the above, the most restrictive thresholds for exposures of unlimited duration to RF energy for several personal wireless services are summarized
below:

Personal Wireless Service

Approximate

Frequency

Occupational
MPE

Public MPE

Microwave (Point
-
to
-
Point)

5,000
-

80,000 MHz

5.00 mW/cm
2 1.00 mW/cm
2 Broadband Radio (BRS)

2,600 MHz

5.00 mW/cm
2 1.00 mW/cm
2 Wireless Communication (WCS)

2,300 MHz

5.00 mW/cm
2 1.00 mW/cm
2 Advanced Wireless (AWS)

2,100 MHz

5.00 mW/cm
2 1.00 mW/cm
2 Personal Communication (PCS)

1,950 MHz

5.00 mW/cm
2 1.00 mW/cm
2 Cellular Telephone

870 MHz

2.90 mW/cm
2 0.58 mW/cm
2 Specialized Mobile Radio (SMR)

855 MHz

2.85 mW/cm
2 0.57 mW/cm
2 Long Term Evolution (LTE)

700 MHz

2.33 mW/cm
2 0.47 mW/cm
2 Most Restrictive Frequency Range

30 -
300 MHz

1.00 mW/cm
2 0.20 mW/cm
2 MPE limits are designed to provide a substantial margin of safety. These limits apply for continuous exposures and
are intended to provide a prudent margin of safety for all persons, regardless of age, gender, size, or health.

Personal Communication Services (PCS) facilities operate within a frequency range of 1850 -
1990 MHz.

Facilities typically consist of: 1) electronic transceivers (the radios or cabinets) connected to wired telephone lines; and 2) antennas that send the wirel
ess signals created by the transceivers to be received
by individual subscriber units (PCS telephones). Transceivers are typically connected to antennas by coaxial cables.

Advanced Wireless Services (AWS) facilities operate within a frequency range of 2155 -
2180 MHz. Facilities
typically consist of: 1) electronic transceivers (the radios or cabinets); and 2) antennas that send the wireless signals created by the transceivers to be received by individual subscriber units. Transceivers are typically connected
to antennas by coaxial cables.

Because of the short wavelength of PCS/AWS services, the antennas require line -
of
-
site paths for good
propagation, and are typically installed above ground level. Antennas are constructed to concentrate energy towards the hor
izon, with as little energy as possible scattered towards the ground or the sky.

This design, combined with the low power of PCS facilities, generally results in no possibility for exposure to approach Maximum Permissible Exposure (MPE) levels, with the ex ception of areas directly in front of
the antennas.

FCC Compliance Requirement

A site is considered out of compliance with FCC regulations if there are areas that exceed the FCC exposure limits
and

there are no RF hazard mitigation measures in place. Any carrier which has an installation that contributes more than 5% of the applicabl e MPE must participate in mitigating these RF
hazards.

Copyright © 2021 TeleWorld Solutions

Alternative Site Analysis
SW-CA-GLENDA-00237C
Front of 1544 W. Kenneth Rd., Glendale, CA91201

February 2, 2023

Site Location and Vicinity Map

North

Copyright © 2021 TeleWorld Solutions

Proposed Site

• The proposed site location will
adequately fulfill the RF coverage
objectives and will eliminate or
minimize gaps in pre-existing
coverage.

• Provides coverage along the roadway
and adjacent areas.

• There are no tall trees or structures in
the immediate vicinity of this site
which would decrease the RF
coverage.

Aerial View

Alternative 1
Copyright © 2021 TeleWorld Solutions

• Alternative 1 is on the wooden
utility pole which GWP has advised
against.

• Alternative 1 is located at an
intersection and would require more
extensive traffic coordination than the
proposed site.

• Alternative 1 has tree in the
immediate vicinity which would
decrease the RF coverage.

Aerial View

Alternative 2
Copyright © 2021 TeleWorld Solutions

• Alternative 2 is on the wooden
utility pole which GWP has advised
against.

• Alternative 2 is located at an
intersection and would require more
extensive traffic coordination than the
proposed site.

• Alternative 2 has tree in the
immediate vicinity which would
decrease the RF coverage.

Aerial View

Alternative 3
Copyright © 2021 TeleWorld Solutions

• Alternative 3 is farther away from the
coverage objective.

• Alternative 3 is located close to
the driveway which is not
recommended.

• Alternative 3 is not in a location that
will meet coverage objectives.

•

Aerial View

Glendale
Existing 4G Sites With Proposed 5G Locations
0 1 2 Scale in miles
In Building Coverage
In Transit Coverage
Outdoor Coverage
RSRP Levels
N

SW-CA-GLENDA-00237B
Antenna Height: 26.42 ft AGL
0 400 800
Scale in feet
RSRP Levels
In Building Coverage
In Transit Coverage
Outdoor Coverage
SW-CA-GLENDA-00237C
FO 1544 W Kenneth Rd
Glendale, CA 91201
Copyright © 2021 TeleWorld Solutions
Disclaimer: This photo simulation is an artist’s depiction of a future installation. The actual construction may vary slightly in size, layout, color and texture from this simulation.

Facing W
Facing N
Copyright © 2021 TeleWorld Solutions
Disclaimer: This photo simulation is an artist’s depiction of a future installation. The actual construction may vary slightly in size, layout, color and texture from this simulation.

SW-CA-GLENDA-00237C
FO 1544 W Kenneth Rd
Glendale, CA 91201
Facing North

EXISTING PROPOSED

Copyright © 2021 TeleWorld Solutions
Disclaimer: This photo simulation is an artist’s depiction of a future installation. The actual construction may vary slightly in size, layout, color and texture from this simulation.

EXISTING PROPOSED
SW-CA-GLENDA-00237C
FO 1544 W Kenneth Rd
Glendale, CA 91201
Facing West

TITLE SHEET
DRAWN BY:

CHECKED BY:

REV
WTG
JKR
DATE DESCRIPTION INT.

SITE POLE # & ADDRESS

SHEET NUMBER
T-1
STAMP

SHEET NAME

SITE NAME

SITE NUMBER
SW-CA-GLENDA-00237C

HUB LOCATION
0 09/23/21 90% REVIEW WTG
Engineering /g121 Design /g121 Consulting
Engineering with Precision, Pace & Passion.

Structural | Mechanical/Electrical/Plumbing
Civil | Land Survey | Telecommunication | Aquatic
Accessibility Consulting | Design & Program Management
COPYRIGHT 2023 THE W-T GROUP, LLC©
JOB#: T2100237
CA002_GLENDALE_137
GLENDALE, CA 91201
STRUCTURE ID: SL_6164

FRONT OF
1544 W KENNETH RD.

GLENDALE, CA 91201
SIGNED: 06/27/23EXPIRES: 12/31/24
1 11/11/22 UPDATED DYP
2 01/11/23 STRUCTURAL DYP
6671 S. Las Vegs Blvd. Ste. D210-271 | Las Vegas, NV 89119 wtgroup.com
3 02/21/23 1A DYP
4 04/12/23 GWP COMMENTS DYP

CODE COMPLIANCE

GENERAL NOTES

SITE INFORMATION

PROJECT TEAM
THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A

TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE
MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE,

POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS NEEDED.

PROPERTY OWNER: PUBLIC RIGHT OF WAY
POLE OWNER: GLENDALE WATER AND POWER
POWER PROVIDER: GLENDALE WATER AND POWER
141 N. GLENDALE AVE.

GLENDALE, CA 91206
CONTACT: SENIOR ELECTRICAL ENGINEER
PHONE: (818) 548-3924
EMAIL: TBD
APPLICANT: EXTENET SYSTEMS, CA LLC.

ADDRESS: 300 E. MAGNOLIA BLVD. SUITE 400
BURBANK, CA 91502
LATITUDE (NAD 83): 34° 10' 26.48" N

34.174022°
LONGITUDE (NAD 83): 118° 16' 57.06" W
-118.282517°
LONGITUDE / LATITUDE TYPE: NAVD 83
GROUND ELEVATION (NAVD 88): ±624'-6"
ADJACENT APN#: 5622-027-018
JURISDICTION: CITY OF GLENDALE
CURRENT ZONING: PUBLIC RIGHT OF WAY
NEW USE: UNMANNED TELECOMMUNICATIONS

TO OBTAIN LOCATION OF PARTICIPANTS

UNDERGROUND FACILITIES BEFORE YOU DIG
IN CALIFORNIA (SOUTH). CALL DIG ALERT
TOLL FREE: 1-800-227-2600 OR
www.digalert.org

CALIFORNIA STATUTE REQUIRES MINIMUM OF
2 WORKING DAYS NOTICE BEFORE YOU

EXCAVATE

VICINITY MAP LOCAL MAP

DRIVING DIRECTIONS

DIRECTIONS FROM
EXTENET OFFICE:
300 E. MAGNOLIA BLVD. SUITE 400, BURBANK, CA 91502.

HEAD NORTHEAST ON E MAGNOLIA BLVD TOWARD N GLENOAKS BLVD, TURN RIGHT ONTO N GLENOAKS BLVD, TURN LEFT ONTO ALLEN AVE, TURN RIGHT ONTO W KENNETH RD, DESTINATION WILL BE ON THE RIGHT.

ARRIVE AT 1544 W KENNETH RD., GLENDALE, CA 91201

DO NOT SCALE DRAWINGS

PROJECT DESCRIPTION

APPROVALS

CONSTRUCTION DRAWING
IF USING 11" X 17" PLOT. DRAWINGS WILL BE HALF SCALE

SUBCONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON

THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY

DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME

THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS & AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS

ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & MAY IMPOSE CHANGES OR MODIFICATIONS.

APPROVED BY: INITIALS: DATE:

RF ENGINEER:

OPERATIONS:

SITE ACQUISITION MANAGER:

PROJECT MANAGER:

ZONING MANAGER:

LEASING VENDOR:

CONSTRUCTION MANAGER:

A/E MANAGER:

PROPERTY OWNER:

UTILITY:
 
 
PROJECT: SW-CA-GLN5GG02-VZW
SITE NAME: CA002_GLENDALE_137
SITE NUMBER: SW-CA-GLENDA-00237C
POLE ID#: SL_6164
SITE ADDRESS: FRONT OF 1544 W KENNETH RD.

GLENDALE, CA 91201

SHEET INDEX
MAP DATA /g164/;#23#23#232023 GOOGLE
N
MAP DATA /g164/;#23#23#232023 GOOGLE
N

PROJECT MANAGER

TELEWORLD SOLUTIONS
43130 AMBERWOOD PLAZA, SUITE 210
CHANTILLY, VA 20152
CONTACT: RYAN GROSS
PHONE: (224) 293-6355
EMAIL: [email protected]

OSP ENGINEER
TBD
CONTACT:

PHONE:

EMAIL:

SAC/ZONING/PERMITTING

TELEWORLD SOLUTIONS
43130 AMBERWOOD PLAZA, SUITE 210
CHANTILLY, VA 20152
CONTACT: ALEXANDER NOVAK
PHONE: (682) 351-3335
EMAIL: [email protected]

RF ENGINEER
TBD
CONTACT:

PHONE:

EMAIL:

ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN

ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE

PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES.

1. GLENDALE BUILDING & SAFETY CODE, 2019 - ORDINANCE 5892

2. GLENDALE BUILDING & SAFETY CODE, 2019 - INSERT VERSION

3. 2019 CALIFORNIA BUILDING CODE

4. 2019 CALIFORNIA RESIDENTIAL CODE

5. 2019 CALIFORNIA EXISTING BUILDING CODE

6. 2019 CALIFORNIA PLUMBING CODE

7. 2019 CALIFORNIA MECHANICAL CODE

8. 2019 CALIFORNIA ELECTRICAL CODE

9. 2019 CALIFORNIA FIRE CODE

10. 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE

11. 2019 CALIFORNIA ENERGY CODE

12. GO95/GO128
ADA COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN
HABITATION. AND IS EXEMPTED FROM ACCESSIBILITY REQUIREMENTS IN ACCORDANCE WITH 2019 CALIFORNIA BUILDING CODE SECTION 11B-203.5

SENIOR TECHNICAL PROJECT MANAGER
EXTENET SYSTEMS CA, LLC.
300 E. MAGNOLIA BLVD. SUITE 400
BURBANK, CA 91502
CONTACT: EDWARD MARTINEZ
PHONE: (818) 419-2147
EMAIL: [email protected]
T-1 TITLE SHEET
T-3
GENERAL NOTES AND 1-A CERTIFICATION LETTER (COMPLETED BY OTHERS) A-1 OVERALL SITE PLAN
A-2 ENLARGED SITE PLAN
A-3 EXISTING AND NEW SOUTH ELEVATIONS
A-4 EXISTING AND NEW EAST ELEVATIONS
D-1 EQUIPMENT DETAILS
E-2

EXISTING SITE POLE PHOTOS
T-2
E-1

CONDUIT PLACEMENT DETAILS
D-2 EQUIPMENT DETAILS
G-1 GROUNDING DIAGRAM, NOTES AND DETAILS
E-4
E-3

UTILITY SITE PLAN

SINGLE LINE DIAGRAM & PANEL SCHEDULE

CONDUIT PLACEMENT DETAILS

THE PROJECT CONSIST OF THE INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED

EQUIPMENT FOR EXTENET'S PERSONAL COMMUNICATION SERVICE (PCS) WIRELESS TELECOMMUNICATIONS NETWORK.
/g120REMOVE & REPLACE EXISTING 25'-0" AGL ROUND METAL STREET LIGHT POLE & FOUNDATION WITH NEW 25'-0" AGL ROUND METAL STREET LIGHT POLE (CA002_GLENDALE_137) & FOUNDATION 5'-0" EAST OF ORIGINAL LOCATION.
/g120NEW 3'-6" X 8'-0" REINFORCED FOUNDATION 5'-0" EAST OF ORIGINAL LOCATION. /g120(3) 16.2" X 8.1" X 6.1" PANEL ANTENNAS WITH INTEGRATED RRU'S WITHIN CONCEALMENT SHROUD. /g12011.50" X 8.0" X 3.313" METER CAN WITHIN NEW ROUND METAL STREET LIGHT POLE. /g12010.43" X 9.38" X 5.06" AC DISCONNECT/LOAD CENTER WITH INTEGRATED SURGE PROTECTION WITHIN NEW ROUND METAL STREET LIGHT POLE.
/g120(1) 24" X 36" X 18" PULL BOX FOR FIBER (UNDER SEPARATE PERMIT). /g120(2) 17" X 30" X 24" PULL BOX FOR POWER.
/g120PROPOSED FACILITY WILL NOT EMIT ANY SOUND.

SENIOR CONSTRUCTION MANAGER
EXTENET SYSTEMS CA, LLC.
300 E. MAGNOLIA BLVD. SUITE 400
BURBANK, CA 91502
CONTACT: MARCOS A. CASTRO
PHONE: (760) 625-5476
EMAIL: [email protected]
N1 NOTES & SPECIFICATIONS (COMPLETED BY OTHERS)
S1 ASSEMBLY - ELEVATIONS (COMPLETED BY OTHERS)
S2 ASSEMBLY - ELEVATIONS (COMPLETED BY OTHERS)
S3 ASSEMBLY - ELEVATIONS (COMPLETED BY OTHERS)
S5
FOUNDATION DETAILS (COMPLETED BY OTHERS)S6

LIGHT ARM CONNECTION DETAILS (COMPLETED BY OTHERS)
TCP-1 TRAFFIC CONTROL PLAN (COMPLETED BY OTHERS)

DRAWN BY:

CHECKED BY:

REV
WTG
JKR
DATE DESCRIPTION INT.

SITE POLE # & ADDRESS

SHEET NUMBER
T-2
STAMP

SHEET NAME

SITE NAME

SITE NUMBER
SW-CA-GLENDA-00237C

HUB LOCATION
0 09/23/21 90% REVIEW WTG
Engineering /g121 Design /g121 Consulting
Engineering with Precision, Pace & Passion.

Structural | Mechanical/Electrical/Plumbing
Civil | Land Survey | Telecommunication | Aquatic
Accessibility Consulting | Design & Program Management
COPYRIGHT 2023 THE W-T GROUP, LLC©
JOB#: T2100237
CA002_GLENDALE_137
GLENDALE, CA 91201
STRUCTURE ID: SL_6164

FRONT OF
1544 W KENNETH RD.

GLENDALE, CA 91201
1 11/11/22 UPDATED DYP
2 01/11/23 STRUCTURAL DYP
6671 S. Las Vegs Blvd. Ste. D210-271 | Las Vegas, NV 89119 wtgroup.com
3 02/21/23 1A DYP
4 04/12/23 GWP COMMENTS DYP
GENERAL NOTES 1-A CERTIFICATION LETTER1 2
GENERAL NOTES AND 1-A

CERTIFICATION LETTER

COMPLETED BY OTHERS/ FOR REFERENCE ONLY
GENERAL NOTES:

1. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS, CONTRACT AND CONSTRUCTION DOCUMENTS.

2. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THESE PLANS AND IN THE CONTRACT DOCUMENTS.

3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR(S) SHALL VISIT THE JOB SITES(S) AND BE RESPONSIBLE FOR ALL THE

CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS, AND CONFIRM THAT THE WORK MAY BE ACCOMPLISHED PER THE CONTRACT DOCUMENTS. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER AND ARCHITECT/ENGINEER PRIOR TO BID SUBMITTAL.

4. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED ON ANY WORK NOT CLEARLY DEFINED OR IDENTIFIED IN THE CONTRACT AND CONSTRUCTION DOCUMENTS BEFORE STARTING ANY WORK.

5. ALL WORK PREFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES, INCLUDING APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS.

6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. IF THESE RECOMMENDATIONS ARE IN CONFLICT WITH THE CONTRACT AND CONSTRUCTION

DOCUMENTS AND/OR APPLICABLE CODES OR REGULATIONS, REVIEW AND RESOLVE THE CONFLICT WITH DIRECTION FROM THE IMPLEMENTATION ENGINEER AND ARCHITECT/ENGINEER PRIOR TO PROCEEDING.

7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES,

AND PROCEDURES AND FOR COORDINATION OF ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT

AND COORDINATION WITH THE IMPLEMENTATION ENGINEER AND WITH THE AUTHORIZED REPRESENTATIVE OF ANY OUTSIDE POLE OR PROPERTY OWNER.

8. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, INCLUDING BUT NOT

LIMITED TO PAVING, CURBS, VEGETATION, GALVANIZED SURFACE OR OTHER EXISTING ELEMENTS AND UPON COMPLETION OF THE WORK, REPAIR ANY DAMAGE THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF EXTENET.

9. CONTRACTOR IS TO KEEP THE GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH, AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN CONDITION DAILY.

10. PLANS ARE INTENDED TO BE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED UNLESS OTHERWISE NOTED. RELY ONLY ON ANNOTATED DIMENSIONS AND REQUEST INFORMATION IF ADDITIONAL DIMENSIONS ARE REQUIRED.

11. THE EXISTENCE AND LOCATION OF UTILITIES AND OTHER AGENCY'S FACILITIES WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. OTHER FACILITIES MAY EXIST. CONTRACTOR SHALL VERIFY LOCATIONS PRIOR TO START OF CONSTRUCTION AND USE EXTREME CARE AND PROTECTIVE MEASURES TO PREVENT DAMAGE TO THESE FACILITIES. CONTRACTOR IS RESPONSIBLE

FOR THE PROTECTION OF UTILITIES OR OTHER AGENCY'S FACILITIES WITHIN THE LIMITS OF THE WORK, WHETHER THEY ARE IDENTIFIED IN THE CONTRACT DOCUMENTS OR NOT.

12. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 227- 2600, AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY EXCAVATION.

13. THE EXISTING STREET LIGHT FACILITIES (PULL BOXES, STREET LIGHT POLES, CONDUITS, ETC.) SHALL BE PROTECTED IN PLACE AND BE ACCESSIBLE TO GWP PERSONNEL AT ALL TIMES.

14. ANY WORK TO BE DONE BY GLENDALE WATER & POWER, AS A RESULT OF THIS PROJECT, SHALL BE COORDINATED WITH GWP STREET LIGHT ENGINEERING DEPARTMENT IN ADVANCE AT THE PROJECT'S EXPENSE.

EXISTING SITE POLE
PHOTOS
EXISTING SITE POLE LOCATION LOOKING WESTEXISTING SITE POLE LOCATION LOOKING NORTH 1 2 DRAWN BY:

CHECKED BY:

REV
WTG
JKR
DATE DESCRIPTION INT.

SITE POLE # & ADDRESS

SHEET NUMBER
T-3
STAMP

SHEET NAME

SITE NAME

SITE NUMBER
SW-CA-GLENDA-00237C

HUB LOCATION
0 09/23/21 90% REVIEW WTG
Engineering /g121 Design /g121 Consulting
Engineering with Precision, Pace & Passion.

Structural | Mechanical/Electrical/Plumbing
Civil | Land Survey | Telecommunication | Aquatic
Accessibility Consulting | Design & Program Management
COPYRIGHT 2023 THE W-T GROUP, LLC©
JOB#: T2100237
CA002_GLENDALE_137
GLENDALE, CA 91201
STRUCTURE ID: SL_6164

FRONT OF
1544 W KENNETH RD.

GLENDALE, CA 91201
SIGNED: 06/27/23EXPIRES: 12/31/24
1 11/11/22 UPDATED DYP
2 01/11/23 STRUCTURAL DYP
6671 S. Las Vegs Blvd. Ste. D210-271 | Las Vegas, NV 89119 wtgroup.com
3 02/21/23 1A DYP
4 04/12/23 GWP COMMENTS DYP

T
T
T
T
T
T
T
T
T
O/H
O/H
O/H
O/H
O/H
DRAWN BY:

CHECKED BY:

REV
WTG
JKR
DATE DESCRIPTION INT.

SITE POLE # & ADDRESS

SHEET NUMBER
A-1
STAMP

SHEET NAME

SITE NAME

SITE NUMBER
SW-CA-GLENDA-00237C

HUB LOCATION
0 09/23/21 90% REVIEW WTG
Engineering /g121 Design /g121 Consulting
Engineering with Precision, Pace & Passion.

Structural | Mechanical/Electrical/Plumbing
Civil | Land Survey | Telecommunication | Aquatic
Accessibility Consulting | Design & Program Management
COPYRIGHT 2023 THE W-T GROUP, LLC©
JOB#: T2100237
CA002_GLENDALE_137
GLENDALE, CA 91201
STRUCTURE ID: SL_6164

FRONT OF
1544 W KENNETH RD.

GLENDALE, CA 91201
SIGNED: 06/27/23EXPIRES: 12/31/24
1 11/11/22 UPDATED DYP
2 01/11/23 STRUCTURAL DYP
6671 S. Las Vegs Blvd. Ste. D210-271 | Las Vegas, NV 89119 wtgroup.com
3 02/21/23 1A DYP
4 04/12/23 GWP COMMENTS DYP

OVERALL SITE PLAN
OVERALL SITE PLAN 120' 10' 0" 20'
24"x36" SCALE: 1" = 20'-0"
11"x17" SCALE: 1" = 40'-0"
NOTE:

THE EXISTING POLE FOUNDATION WILL BE

COMPLETELY REMOVED
N
LEGEND:

ELECTRIC
FIBER

OVERHEAD FIBER
SEWER
GAS
WATER
E
F
TELCO

STREET LIGHT

STORM DRAIN
ROW
C/F
C/L
C/F
ROW
50'-0" R.O.W.
25'-0"
25'-0"
30'-0"
15'-0"
15'-0"
10'-0"
9'-0"
4" WATER
SEWER
GAS
ROW
C/F
C/L
C/F
ROW
60'-0" R.O.W.
30'-0"
30'-0"
36'-0"
18'-0"
18'-0"
12'-0"
19'-6"
6'-0"
12'-0"
4" WATER
GAS
SEWER

TELECOM
WATER
ROW
C/F
C/L
C/F
ROW
50'-0" R.O.W.
25'-0"
25'-0"
28'-0"
14'-0"
14'-0"
5'-0"
10'-0"
WATER
SEWER
WATER

JUSTIN AVE

JUSTIN AVE

W KENNETH RD
ROW
C/F
C/L
C/F
ROW
60'-0" R.O.W.
30'-0"
30'-0"
36'-0"
18'-0"
18'-0"
12'-0"
12'-0"
6'-0"
GAS
SEWER

TELECOM
WATER
NEW 25'-0" ROUND METAL STREET LIGHT
POLE (CA002_GLENDALE_137)

FOUNDATION, AND NEW EQUIPMENT TO
BE INSTALLED 3'-0" SOUTH OF ORIGINAL

LOCATION (BY OTHERS)
EXISTING 25'-0" ROUND METAL
STREET LIGHT POLE (ID# SL_6164)

AND FOUNDATION TO BE REMOVED
EXTENET TO PLACE NEW 3'-6" X
8'-0" REINFORCED FOUNDATION
(BY OTHERS)

NEW EXTENET

SITE LOCATION
-
A-2

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING
CURB (TYP.)

EXISTING
GUTTER (TYP.)

EXISTING FIRE

HYDRANT

EXISTING WOODEN
POLE (TYP.)

EXISTING
LANDSCAPE (TYP.)

EXISTING CONCRETE
SIDEWALK (TYP.)
EXISTING TREE (TYP.)
3'-0"
3'-0"
-
S6
-
S1-S3

T
T
T
T
T
T
T
T
T
T
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
DRAWN BY:

CHECKED BY:

REV
WTG
JKR
DATE DESCRIPTION INT.

SITE POLE # & ADDRESS

SHEET NUMBER
A-2
STAMP

SHEET NAME

SITE NAME

SITE NUMBER
SW-CA-GLENDA-00237C

HUB LOCATION
0 09/23/21 90% REVIEW WTG
Engineering /g121 Design /g121 Consulting
Engineering with Precision, Pace & Passion.

Structural | Mechanical/Electrical/Plumbing
Civil | Land Survey | Telecommunication | Aquatic
Accessibility Consulting | Design & Program Management
COPYRIGHT 2023 THE W-T GROUP, LLC©
JOB#: T2100237
CA002_GLENDALE_137
GLENDALE, CA 91201
STRUCTURE ID: SL_6164

FRONT OF
1544 W KENNETH RD.

GLENDALE, CA 91201
SIGNED: 06/27/23EXPIRES: 12/31/24
1 11/11/22 UPDATED DYP
2 01/11/23 STRUCTURAL DYP
6671 S. Las Vegs Blvd. Ste. D210-271 | Las Vegas, NV 89119 wtgroup.com
3 02/21/23 1A DYP
4 04/12/23 GWP COMMENTS DYP

ENLARGED SITE PLAN
ENLARGED SITE PLAN 1
24"x36" SCALE: 1/8" = 1'-0"
11"x17" SCALE: 1/16" = 1'-0" 8' 6' 4' 0" 8'2'
N
LEGEND:

ELECTRIC
FIBER

OVERHEAD FIBER
SEWER
GAS
WATER
E
F
TELCO

STREET LIGHT

STORM DRAIN
NOTE:

THE EXISTING POLE FOUNDATION WILL

BE COMPLETELY REMOVED
NOTE:

LOCATION OF CONDUIT(S), AND PULL

BOX(ES) TO BE DETERMINED BY GWP

INSPECTOR DURING

PRE-CONSTRUCTION MEETING
NOTE:

CONDUIT SHALL BE RGC OR SCH80 PVC
UNDERGROUND UTILITIES NOTE:

THE LOCATIONS AND EXISTENCE OF ANY

UNDERGROUND PIPES, STRUCTURES OR CONDUITS

SHOWN ON THIS PLAN WERE OBTAINED BY A SEARCH
OF AVAILABLE RECORDS. THERE MAY BE EXISTING
UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN.

THE CONTRACTOR IS REQUIRED TO TAKE

PRECAUTIONARY MEASURES TO PROTECT THE

UTILITY LINES SHOWN AND ANY OTHER LINES NOT
SHOWN ON THIS PLAN.

NOTES:

1. IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE

CORRECTLY, CHECK FOR REDUCTION OR
ENLARGEMENT FROM ORIGINAL PLANS.

2. UTILITY DESIGN AND RUNS ARE PRELIMINARY.

PENDING FINAL DESIGN FROM UTILITY PROVIDERS.

3. CONTRACTOR TO VERIFY SUB STRUCTURE

LOCATIONS PRIOR TO ANY EXCAVATION

CONTRACTOR TO REPLACE ASPHALT, CURBS, ADA

RAMPS, PARKWAYS AND SIDEWALKS TO ORIGINAL
STATE PER CITY STANDARDS.

4. ALL CONDUCTORS/WIRES & CONDUIT, SHALL BE
INSTALLED IN A NEAT AND TIDY FASHION. ALL

EXCESS WIRE SLACK IS TO BE REMOVED AND
HIDDEN AS MUCH AS POSSIBLE.

5. ALL NEWLY INSTALLED EQUIPMENT SHALL BE

PAINTED TO MATCH EXISTING POLE, AND OR

SURROUNDINGS UNLESS PROHIBITED BY
MANUFACTURER.

NOTE:

CONTRACTOR TO REPLACE EXISTING
STREET LIGHT PULL BOXES AS NEEDED.
6 E-3

EXTENET TO EXCAVATE & INSTALL
(1) 24" X 36" X 18" PULL BOX FOR

FIBER (UNDER SEPARATE PERMIT)
5 E-3
EXTENET TO EXCAVATE & INSTALL (1)
17" X 30" X 24" PULL BOX FOR POWER
NEW 25'-0" ROUND METAL STREET LIGHT
POLE (CA002_GLENDALE_137)

FOUNDATION, AND NEW EQUIPMENT TO
BE INSTALLED 3'-0" SOUTH OF ORIGINAL

LOCATION (BY OTHERS)
EXTENET TO PLACE NEW 3'-6" X
8'-0" REINFORCED FOUNDATION
(BY OTHERS)
-
S6

EXTENET TO PLACE NEW PANEL

ANTENNAS AND SHROUD ON NEW

ROUND METAL STREET LIGHT POLE
3, 4
D-1
EXISTING 25'-0" ROUND METAL
STREET LIGHT POLE ID# SL_6164

AND FOUNDATION TO BE REMOVED
-
S1-S3

EXISTING
CURB (TYP.)

EXISTING
GUTTER (TYP.)

EXISTING STAND ALONE

UTILITY WOODEN POLE

EXISTING
LANDSCAPE (TYP.)

EXISTING CONCRETE
SIDEWALK (TYP.)
EXISTING TREE (TYP.)
-
A-4
-
A-3

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING
ROW
C/F
C/L
C/F
ROW

EXISTING MANHOLE

W KENNETH RD
10'-0"
TO C/L OF E. MOUNTAIN ST.
5'-0"
4'-0"
2'-0"
10'-0"

EXISTING OVER HEAD

STREET LIGHT POWER
(TYP.)

EXTENET TO EXCAVATE &
INSTALL (1) 17" X 30" X 24"

PULL BOX FOR POWER
5 E-3
3'-0"

O/H O/H O/H O/H O/H O/H O/H
NOTICE
DRAWN BY:

CHECKED BY:

REV
WTG
JKR
DATE DESCRIPTION INT.

SITE POLE # & ADDRESS

SHEET NUMBER
A-3
STAMP

SHEET NAME

SITE NAME

SITE NUMBER
SW-CA-GLENDA-00237C

HUB LOCATION
0 09/23/21 90% REVIEW WTG
Engineering /g121 Design /g121 Consulting
Engineering with Precision, Pace & Passion.

Structural | Mechanical/Electrical/Plumbing
Civil | Land Survey | Telecommunication | Aquatic
Accessibility Consulting | Design & Program Management
COPYRIGHT 2023 THE W-T GROUP, LLC©
JOB#: T2100237
CA002_GLENDALE_137
GLENDALE, CA 91201
STRUCTURE ID: SL_6164

FRONT OF
1544 W KENNETH RD.

GLENDALE, CA 91201
SIGNED: 06/27/23EXPIRES: 12/31/24
1 11/11/22 UPDATED DYP
2 01/11/23 STRUCTURAL DYP
6671 S. Las Vegs Blvd. Ste. D210-271 | Las Vegas, NV 89119 wtgroup.com
3 02/21/23 1A DYP
4 04/12/23 GWP COMMENTS DYP
EXISTING SOUTH ELEVATION (LOOKING NORTH) NEW SOUTH ELEVATION (LOOKING NORTH)2' 0" 2' 24"x36" SCALE: 3/8" = 1'-0"
11"x17" SCALE: 3/16" = 1'-0" 1' 2' 0" 2'
24"x36" SCALE: 3/8" = 1'-0"
11"x17" SCALE: 3/16" = 1'-0" 1'1 2

EXISTING AND NEW

SOUTH ELEVATIONS

TOP OF EXISTING POLE
±25'-0" AGL

TOP OF EXISTING LUMINAIRE
±26'-5" AGL
EXISTING 25'-0" ROUND METAL STREET
LIGHT POLE (ID# SL_6164) TO BE

REMOVED

EXTENET TO REMOVE

EXISTING FOUNDATION

EXISTING LUMINAIRE

TO BE REMOVED
EXTENET TO PLACE NEW 3'-6" X
8'-0" REINFORCED FOUNDATION
(BY OTHERS)
3'-6"
8'-0"
-
S6

EXTENET TO PLACE NEW RF

SIGNAGE MOUNTED ON NEW POLE
2 D-1

NEW MAST ARM AND LUMINAIRE

TO MATCH EXISTING MAST ARM

AND LUMINAIRE (BY OTHERS)
NEW 25'-0" ROUND METAL STREET LIGHT
POLE (CA002_GLENDALE_137),

FOUNDATION, AND NEW EQUIPMENT TO
BE INSTALLED 3'-0" SOUTH OF ORIGINAL

LOCATION (BY OTHERS)

FUTURE CARRIER PANEL ANTENNA WITH

INTEGRATED RRUS TO BE INSTALLED
(TOTAL OF 3)
3 D-1

EXISTING CURB

EXISTING CURB

NEW CABLE COVER TO BE INSTALLED

EXTENET TO PLACE NEW CONCEALMENT

SHROUD MOUNTED ONTO NEW ROUND

METAL STREET LIGHT POLE

PAINT SHROUD TO MATCH THE

STREET LIGHT COLOR
4 D-1

FINISHED GRADE

TOP OF NEW METAL POLE
±25'-0"

FUTURE CARRIER RAD CENTER OF NEW PANEL ANTENNAS
±26'-11 1/2"

TOP OF NEW CONCEALMENT SHROUD
±28'-0"
NEW METER FACE ℄
±4'-6"

EXISTING DIRT/GRASS EXISTING DIRT/GRASS

EXISTING OVERHEAD STREET LIGHT

POWER TO BE REMOVED AND

REROUTED UNDERGROUND
GRADE
±0'-0"
NEW DISCONNECT/LOAD CENTER ℄
±6'-0"

NEW AC DISCONNECT/LOAD CENTER

WITH INTEGRATED SURGE PROTECTION

TO BE INSTALLED WITHIN NEW ROUND

METAL STREET LIGHT POLE
5 D-1BOTTOM OF RELOCATED SIGN
±7'-0"

TOP OF CONCRETE FOUNDATION
±0'-0"
-
S5

NEW METER CAN TO BE INSTALLED

WITHIN NEW ROUND METAL STREET LIGHT
POLE. GWP TO PROVIDE A MAXIMUM OF
60A SERVICE AND SERVICE METER
1 D-2

TOP OF NEW RF SIGNAGE
±21'-6"
NEW MAST ARM MOUNT ℄
±22'-0"
-
S1-S3
NOTE:

AN ANALYSIS OF THE TOWER OR STRUCTURE HAS
BEEN PERFORMED BY NB+C ENGINEERING
SERVICES DATED 12/19/2022. THE LOCATION AND

MOUNTING SHOWN IN THE STRUCTURAL ANALYSIS
SHALL SUPERSEDE THESE DRAWINGS.

NOTE:

TOWER DESIGN HAS BEEN COMPLETED BY OTHERS.

SEE SHEETS S1-S3.

NOTE:

TOWER FOUNDATION DESIGN HAS BEEN
COMPLETED BY OTHERS. SEE SHEET S6.

CONTRACTOR TO EXCAVATE & INSTALL
±45'-0" OF (1) 3" SCH. 80 CONCRETE

ENCASED PVC POWER CONDUIT FROM

PULL BOX TO PULL BOX AT A MINIMUM
DEPTH OF 36
5 E-3

EXTENET TO EXCAVATE & INSTALL
(1) 17" X 30" X 24" PULL BOX FOR
POWER

CONTRACTOR TO EXCAVATE & INSTALL
±5'-0" OF (1) 2" SCH. 80 CONCRETE

ENCASED PVC POWER CONDUIT FROM

PULL BOX TO SITE POLE AT A MINIMUM
DEPTH OF 36"

CONTRACTOR TO EXCAVATE & INSTALL
±5'-0" OF (1) 1" RGC POWER CONDUIT

FROM PULL BOX TO SITE POLE AT A
MINIMUM DEPTH OF 18" FOR GLENDALE

STREET LIGHT POWER FEED

DRAWN BY:

CHECKED BY:

REV
WTG
JKR
DATE DESCRIPTION INT.

SITE POLE # & ADDRESS

SHEET NUMBER
A-4
STAMP

SHEET NAME

SITE NAME

SITE NUMBER
SW-CA-GLENDA-00237C

HUB LOCATION
0 09/23/21 90% REVIEW WTG
Engineering /g121 Design /g121 Consulting
Engineering with Precision, Pace & Passion.

Structural | Mechanical/Electrical/Plumbing
Civil | Land Survey | Telecommunication | Aquatic
Accessibility Consulting | Design & Program Management
COPYRIGHT 2023 THE W-T GROUP, LLC©
JOB#: T2100237
CA002_GLENDALE_137
GLENDALE, CA 91201
STRUCTURE ID: SL_6164

FRONT OF
1544 W KENNETH RD.

GLENDALE, CA 91201
SIGNED: 06/27/23EXPIRES: 12/31/24
1 11/11/22 UPDATED DYP
2 01/11/23 STRUCTURAL DYP
6671 S. Las Vegs Blvd. Ste. D210-271 | Las Vegas, NV 89119 wtgroup.com
3 02/21/23 1A DYP
4 04/12/23 GWP COMMENTS DYP

EXISTING AND NEW EAST

ELEVATIONS
EXISTING EAST ELEVATION (LOOKING WEST) NEW EAST ELEVATION (LOOKING WEST)2' 0" 2' 24"x36" SCALE: 3/8" = 1'-0"
11"x17" SCALE: 3/16" = 1'-0" 1' 2' 0" 2'
24"x36" SCALE: 3/8" = 1'-0"
11"x17" SCALE: 3/16" = 1'-0" 1'1 2

TOP OF EXISTING POLE
±25'-0" AGL
GRADE
±0'-0"

TOP OF EXISTING LUMINAIRE
±26'-5" AGL
EXISTING 25'-0" ROUND METAL STREET
LIGHT POLE (ID# SL_6164) TO BE

REMOVED

EXTENET TO REMOVE

EXISTING FOUNDATION

EXISTING LUMINAIRE

TO BE REMOVED

EXISTING DIRT/GRASS
EXTENET TO PLACE NEW 3'-6" X
8'-0" REINFORCED FOUNDATION
(BY OTHERS)
-
S6

EXTENET TO PLACE NEW RF

SIGNAGE MOUNTED ON NEW POLE
2 D-1

NEW MAST ARM AND LUMINAIRE

TO MATCH EXISTING MAST ARM

AND LUMINAIRE (BY OTHERS)
NEW 25'-0" ROUND METAL STREET LIGHT
POLE (CA002_GLENDALE_137),

FOUNDATION, AND NEW EQUIPMENT TO
BE INSTALLED 3'-0" SOUTH OF ORIGINAL

LOCATION (BY OTHERS)

FUTURE CARRIER PANEL ANTENNA WITH

INTEGRATED RRUS TO BE INSTALLED
(TOTAL OF 3)
3 D-1

NEW CABLE COVER TO BE INSTALLED

EXTENET TO PLACE NEW CONCEALMENT

SHROUD MOUNTED ONTO NEW ROUND

METAL STREET LIGHT POLE

PAINT SHROUD TO MATCH THE

STREET LIGHT COLOR
4 D-1

TOP OF NEW METAL POLE
±25'-0"
NEW METER FACE ℄
±4'-6"

EXISTING DIRT/GRASS

EXTENET TO EXCAVATE & INSTALL
(1) 24" X 36" X 18" PULL BOX FOR

FIBER (UNDER SEPARATE PERMIT)
CONTRACTOR TO EXCAVATE & INSTALL ±5'-0"
OF (3) 1.25" HDPE FIBER CONDUITS FROM PULL
BOX TO SITE POLE AT A MINIMUM DEPTH OF 30"

CONTRACTOR TO EXCAVATE & INSTALL
±5'-0" OF (1) 1" RGC POWER CONDUIT

FROM PULL BOX TO SITE POLE AT A
MINIMUM DEPTH OF 18" FOR GLENDALE

STREET LIGHT POWER FEED
NEW DISCONNECT/LOAD CENTER ℄
±6'-0"

NEW AC DISCONNECT/LOAD CENTER

WITH INTEGRATED SURGE PROTECTION

TO BE INSTALLED WITHIN NEW ROUND

METAL STREET LIGHT POLE
5 D-1

BOTTOM OF RELOCATED SIGN
±7'-0"
6 E-3

FINISHED GRADE

TOP OF CONCRETE FOUNDATION
±0'-0"
3'-6"
8'-0"
-
S5

NEW METER CAN TO BE INSTALLED

WITHIN NEW ROUND METAL STREET LIGHT
POLE. GWP TO PROVIDE A MAXIMUM OF
60A SERVICE AND SERVICE METER
1 D-2

TOP OF NEW RF SIGNAGE
±21'-6"
NEW MAST ARM MOUNT ℄
±22'-0"
-
S1-S3

FUTURE CARRIER RAD CENTER OF NEW PANEL ANTENNAS
±26'-11 1/2"

TOP OF NEW CONCEALMENT SHROUD
±28'-0"
NOTE:

AN ANALYSIS OF THE TOWER OR STRUCTURE HAS
BEEN PERFORMED BY NB+C ENGINEERING
SERVICES DATED 12/19/2022. THE LOCATION AND

MOUNTING SHOWN IN THE STRUCTURAL ANALYSIS
SHALL SUPERSEDE THESE DRAWINGS.

NOTE:

TOWER DESIGN HAS BEEN COMPLETED BY OTHERS.

SEE SHEETS S1-S3.

NOTE:

TOWER FOUNDATION DESIGN HAS BEEN
COMPLETED BY OTHERS. SEE SHEET S6.

CONTRACTOR TO EXCAVATE & INSTALL
±45'-0" OF (1) 3" SCH. 80 CONCRETE

ENCASED PVC POWER CONDUIT FROM

PULL BOX TO PULL BOX AT A MINIMUM
DEPTH OF 36
5 E-3

EXTENET TO EXCAVATE & INSTALL
(1) 17" X 30" X 24" PULL BOX FOR
POWER

CONTRACTOR TO EXCAVATE & INSTALL
±5'-0" OF (1) 2" SCH. 80 CONCRETE

ENCASED PVC POWER CONDUIT FROM

PULL BOX TO SITE POLE AT A MINIMUM
DEPTH OF 36"

DRAWN BY:

CHECKED BY:

REV
WTG
JKR
DATE DESCRIPTION INT.

SITE POLE # & ADDRESS

SHEET NUMBER
D-1
STAMP

SHEET NAME

SITE NAME

SITE NUMBER
SW-CA-GLENDA-00237C

HUB LOCATION
0 09/23/21 90% REVIEW WTG
Engineering /g121 Design /g121Consulting
Engineering with Precision, Pace & Passion.

Structural | Mechanical/Electrical/Plumbing
Civil | Land Survey | Telecommunication | Aquatic
Accessibility Consulting | Design & Program Management
COPYRIGHT 2023 THE W-T GROUP, LLC©
JOB#: T2100237
CA002_GLENDALE_137
GLENDALE, CA 91201
STRUCTURE ID: SL_6164

FRONT OF
1544 W KENNETH RD.

GLENDALE, CA 91201
SIGNED: 06/27/23EXPIRES: 12/31/24
1 11/11/22 UPDATED DYP
2 01/11/23 STRUCTURAL DYP
6671 S. Las Vegs Blvd. Ste. D210-271 | Las Vegas, NV 89119 wtgroup.com
3 02/21/23 1A DYP
4 04/12/23 GWP COMMENTS DYP

EQUIPMENT DETAILS
CARRIER AZIMUTHS 1

CONCEALMENT SHROUD DETAIL

DISCONNECT DETAIL
4 5
ALPHA = 0°
BETA = 120°GAMMA = 240°
ANTENNA DETAIL 3
RF SIGNAGE DETAIL 2
RAYCAP - RSCAC-1333-P-240
R
(FOR REFERENCE ONLY)
ERICSSON - AIR 6705
DIMENSIONS: 16.2" X 8.1" X 6.1"
WEIGHT: 31 LBS (14KG)
1"

E ONLY)
(FOR REFERENCE

DRAWN BY:

CHECKED BY:

REV
WTG
JKR
DATE DESCRIPTION INT.

SITE POLE # & ADDRESS

SHEET NUMBER
D-2
STAMP

SHEET NAME

SITE NAME

SITE NUMBER
SW-CA-GLENDA-00237C

HUB LOCATION
0 09/23/21 90% REVIEW WTG
Engineering /g121 Design /g121 Consulting
Engineering with Precision, Pace & Passion.

Structural | Mechanical/Electrical/Plumbing
Civil | Land Survey | Telecommunication | Aquatic
Accessibility Consulting | Design & Program Management
COPYRIGHT 2023 THE W-T GROUP, LLC©
JOB#: T2100237
CA002_GLENDALE_137
GLENDALE, CA 91201
STRUCTURE ID: SL_6164

FRONT OF
1544 W KENNETH RD.

GLENDALE, CA 91201
SIGNED: 06/27/23EXPIRES: 12/31/24
1 11/11/22 UPDATED DYP
2 01/11/23 STRUCTURAL DYP
6671 S. Las Vegs Blvd. Ste. D210-271 | Las Vegas, NV 89119 wtgroup.com
3 02/21/23 1A DYP
4 04/12/23 GWP COMMENTS DYP

EQUIPMENT DETAILS

RF SYSTEM SCHEDULE
42 RF INFORMATION

RF SYSTEM SCHEDULE

ANTENNA

SECTOR AZIMUTH NUMBER OF

ANTENNAS

ANTENNA
MODEL NO. COAX SIZE JUMPER

ANTENNA

ANTENNA
RAD CENTER # OF COAX
A 0° 1 ERICSSON AIR 6705 1/2" - 26'-11 1/2" TBD
B 120° 1 1/2" - 26'-11 1/2" TBD
C 240° 1 1/2" - 26'-11 1/2" TBD
OSP ENG.:

POLE NUMBER
POLE

ANTENNA TIP HEIGHT
CLOSEST AVAILABLE PWR.

CLOSEST AVAILABLE TELCO
TELCO CONTACT/PHONE #
COMM: GTE, H
PWR PLANNER/PHONE #

X-ARM ORIENTATION

CROSS STREET
PWR E. M. OTHER
T.B.G. MAP NO.:

BTS LOCATIONRC AMSLGROUND ELV. DIVERSITY SEP# OF TRU'S BTS TYPE

SECTOR A
AZIMUTH TN RC TIP HT. LENGTH(S) ANTENNA

SECTOR A CABLE
QTY

SECTOR A
RC TIP HT. ANTENNA LENGTH(S) QTYAZIMUTH TN

SECTOR B SECTOR B CABLE SECTOR B

SECTOR C
AZIMUTH TN RC TIP HT. LENGTH(S) ANTENNA

SECTOR G CABLE
QTY

SECTOR C
RF ENGINEER:

STREET ADDRESS:

COORDINATES: LATITUDE: LONGITUDE:

R.F. INFORMATION
R.F. REQUIREMENTS

GENERAL PROJECT INFORMATION
TBD
1544 W KENNETH RD. GLENDALE, CA 91201
34° 10' 26.48" N 118° 16' 57.06" W
±624'-6" ± 651'-0" ON POLE -- RRUS
0° 26'-11 1/2" 28'-0" ERICSSON AIR 6705 TBD 1
120° 26'-11 1/2" 28'-0" ERICSSON AIR 6705 TBD 1
240° 26'-11 1/2" 28'-0" ERICSSON AIR 6705 TBD 1
TBD
TBD
HEIGHT 25'-0" AGL
28'-0"
N/A

W KENNETH RD
TBD

CITY OF GLENDALE
TBD
TBD

N/A (EXTENET)
N/A
N/A
ERICSSON AIR 6705
ERICSSON AIR 6705
3METER CAN DETAIL 1
MILBANK - U7490-RL-TG
4 TERMINAL RING TYPE SMALL HUB OPEN TRIPLEX GROUND 125 AMPERE TYPE: RING TYPE METER SOCKET
APPLICATION: METER SOCKET
STANDARD: UL LISTED; TYPE 3R
VOLTAGE RATING: 600 VOLTS ALTERNATING CURRENT
AMPERAGE RATING: 125 CONTINUOUS AMPERE
PHASE: 1 PHASE
FREQUENCY RATING: 60 HERTZ
SIZE: 3.313L X 8W X 11.5H
NUMBER OF MAIN BREAKERS: 0
MAIN BREAKER SIZE: NO MAIN BREAKER
CABLE ENTRY: OVERHEAD OR UNDERGROUND
TERMINAL: LAY IN
INSULATION: GLASS POLYESTER
MOUNTING: SURFACE MOUNT
MATERIAL: G90 GALVANIZED STEEL WITH POWER COAT FINISH
NUMBER OF JAWS: 4 TERMINAL
BYPASS PROVISION: NO BYPASS
NUMBER OF METER POSITIONS: 1 POSITION
EQUIPMENT GROUND: TRIPLEX GROUND
HUB/CLOSING PLATE: SMALL HUB OPENING
LINE SIDE WIRE RANGE: 6 - 2/0 AWG
LOAD SIDE WIRE RANGE: 6 - 2/0 AWG
NUMBER OF RECEPTACLES: 0

ANTENNA SPECIFICATIONS

T
T
T
T
T
T
T
T
T
T
O/H
O/H
O/H
O/H
O/H
O/H
O/H
E
E
E
E
E
E
E
DRAWN BY:

CHECKED BY:

REV
WTG
JKR
DATE DESCRIPTION INT.

SITE POLE # & ADDRESS

SHEET NUMBER
E-1
STAMP

SHEET NAME

SITE NAME

SITE NUMBER
SW-CA-GLENDA-00237C

HUB LOCATION
0 09/23/21 90% REVIEW WTG
Engineering /g121 Design /g121 Consulting
Engineering with Precision, Pace & Passion.

Structural | Mechanical/Electrical/Plumbing
Civil | Land Survey | Telecommunication | Aquatic
Accessibility Consulting | Design & Program Management
COPYRIGHT 2023 THE W-T GROUP, LLC©
JOB#: T2100237
CA002_GLENDALE_137
GLENDALE, CA 91201
STRUCTURE ID: SL_6164

FRONT OF
1544 W KENNETH RD.

GLENDALE, CA 91201
SIGNED: 06/27/23EXPIRES: 03/31/24
1 11/11/22 UPDATED DYP
2 01/11/23 STRUCTURAL DYP
6671 S. Las Vegs Blvd. Ste. D210-271 | Las Vegas, NV 89119 wtgroup.com
3 02/21/23 1A DYP
4 04/12/23 GWP COMMENTS DYP

UTILITY SITE PLAN
UTILITY SITE PLAN 14' 3' 2' 1' 0" 4'
24"x36" SCALE: 1/4" = 1'-0"
11"x17" SCALE: 1/8" = 1'-0"
NOTE:

LOCATION OF PEDESTAL, CONDUIT(S), AND PULL

BOX(ES) TO BE DETERMINED BY GWP INSPECTOR

DURING PRE-CONSTRUCTION MEETING
NOTES:

1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY

TO COORDINATE WITH THE PROPERTY OWNER &

NECESSARY UTILITY COMPANIES FOR THE

LOCATION OF ALL EXISTING BELOW GRADE
UTILITIES PRIOR TO BEGINNING CONSTRUCTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY

DAMAGE COSTS ASSOCIATED WITH THE EXISTING
BELOW GRADE UTILITIES.

2. CONTRACTOR TO COORDINATE WITH UTILITY

COMPANY FOR CONNECTION OF TEMPORARY AND
PERMANENT POWER TO SITE. THE TEMPORARY

POWER AND ALL HOOKUP COSTS TO BE PAID BY
CONTRACTOR.

3. CONTRACTOR TO VERIFY LOCAL UTILITY

REQUIREMENTS FOR DEPTH, SIZE & SEPARATION
OF CONDUITS PRIOR TO INSTALLATION. NOTIFY

CONSTRUCTION MANAGER IMMEDIATELY FOR ANY
DISCREPANCIES.

4. CONTRACTOR TO CALL DIG ALERT (800) 227-2600
MINIMUM OF 48 HRS PRIOR TO EXCAVATING FOR
UNDERGROUND UTILITY LOCATIONS.

CONTRACTOR IS RESPONSIBLE TO HAVE ALL

NONPUBLIC UTILITIES LOCATED AT THEIR OWN
EXPENSE.

5. NEW UTILITY SERVICES SHOWN NEED TO BE

VERIFIED & APPROVED BY UTILITY COMPANIES
BEFORE START OF CONSTRUCTION. CONTRACTOR

TO VERIFY WITH CLIENT PROJECT MANAGER TO
OBTAIN FINAL APPROVAL.

6. LINES SHOWN DO NOT REPRESENT THE EXACT

LOCATION OF THE CONDUIT RUNS CONTRACTOR

TO VERIFY SERVICE LOCATIONS W/ ACTUAL FIELD
CONDITIONS.

7. CONTRACTOR SHALL IMMEDIATELY INFORM CLIENT

OF ANY ACCIDENTAL DAMAGE TO EXISTING

UTILITIES BY TELEPHONE AND E-MAIL
REGARDLESS OF ABILITY TO REPAIR OR MITIGATE.

A FOLLOW-UP EMAIL REPORT WITH DIGITAL

PHOTOS WILL BE REQUIRED DAILY UNTIL

RESOLUTION HAS BEEN ACCEPTED BY CLIENT AND
AFFECTED SERVICE PROVIDERS AND RECIPIENTS.

AT THEIR OWN EXPENSE, CONTRACTOR WILL

EXERCISE ALL EFFORTS TO HAVE REPAIRS MADE

BY QUALIFIED TECHNICIANS AS APPROVED BY
SERVICE PROVIDER.

NOTE TO CONTRACTOR:

CONCRETE SIDEWALKS SHALL BE SAWCUT TO THE

NEAREST SCORE MARK AND BE REPLACED EQUAL IN
DIMENSION TO THAT REMOVED.

NOTE:

CONTRACTOR TO ALLOW INGRESS AND EGRESS TO
DRIVEWAYS AT ALL TIMES DURING CONSTRUCTION.

UNDERGROUND UTILITIES NOTE:

THE LOCATIONS AND EXISTENCE OF ANY

UNDERGROUND PIPES, STRUCTURES OR CONDUITS

SHOWN ON THIS PLAN WERE OBTAINED BY A SEARCH
OF AVAILABLE RECORDS. THERE MAY BE EXISTING
UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN.

THE CONTRACTOR IS REQUIRED TO TAKE

PRECAUTIONARY MEASURES TO PROTECT THE

UTILITY LINES SHOWN AND ANY OTHER LINES NOT
SHOWN ON THIS PLAN.

N
LEGEND:

ELECTRIC
FIBER

OVERHEAD FIBER
SEWER
GAS
WATER
E
F
TELCO

STREET LIGHT

STORM DRAIN
NOTE:

FOR FIBER FACILITIES, MINIMUM

HORIZONTAL DISTANCE FROM STORM
DRAIN & SEWER FACILITIES TO BE 5'
EDGE TO EDGE.

NOTE:

ALL PROPOSED UTILITIES PARALLEL WITH
WATER MAINS SHALL HAVE A MINIMUM 4' OF

LATERAL CLEARANCE IF THE PROPOSED

UTILITIES ARE INSTALLED AT THE SAME DEPTH
AS THE EXISTING WATER MAIN. IF THE
PROPOSED UTILITIES HAVE A MINIMUM 1'

VERTICAL CLEARANCE FROM THE EXISTING

WATER MAIN, THEN THE LATERAL CLEARANCE

BETWEEN THE PROPOSED UTILITIES AND THE
EXISTING WATER MAIN SHALL BE 2'.

NOTE:

ALL PROPOSED UTILITIES CROSSING WATER
MAINS SHALL MAINTAIN A MINIMUM 1'

VERTICAL CLEARANCE FROM THE WATER
MAIN. PLEASE PLAN ACCORDINGLY IN ORDER

TO MAINTAIN THE CLEARANCE BETWEEN THE

PROPOSED UTILITIES AND THE EXISTING
WATER MAINS.

NOTE:

CONTRACTOR TO REPLACE EXISTING STREET LIGHT
PULL BOXES AS NEEDED. 6
E-3

EXTENET TO EXCAVATE & INSTALL
(1) 24" X 36" X 18" PULL BOX FOR

FIBER (UNDER SEPARATE PERMIT)
5 E-3
EXTENET TO EXCAVATE & INSTALL (1)
17" X 30" X 24" PULL BOX FOR POWER

EXISTING OVER HEAD

STREET LIGHT POWER

CONTRACTOR TO EXCAVATE & INSTALL
±5'-0" OF (1) 2" SCH. 80 CONCRETE

ENCASED PVC POWER CONDUIT FROM

PULL BOX TO SITE POLE AT A MINIMUM
DEPTH OF 36"

CONTRACTOR TO EXCAVATE & INSTALL
±5'-0" OF (1) 1" RGC POWER CONDUIT

FROM PULL BOX TO SITE POLE AT A
MINIMUM DEPTH OF 18" FOR GLENDALE

STREET LIGHT POWER FEED

CONTRACTOR TO EXCAVATE & INSTALL
±5'-0" OF (3) 1.25" HDPE FIBER CONDUITS

FROM PULL BOX TO SITE POLE AT A
MINIMUM DEPTH OF 30"

CONTRACTOR TO EXCAVATE & INSTALL
±45'-0" OF (1) 3" SCH. 80 CONCRETE

ENCASED PVC POWER CONDUIT FROM

PULL BOX TO PULL BOX AT A MINIMUM
DEPTH OF 36"

EXISTING UTILITY WOOD
POLE #TBD TO BE UTILIZED
FOR POWER P.O.C.

EXTENET TO EXCAVATE &
INSTALL (1) 17" X 30" X 24"

PULL BOX FOR POWER
5 E-3

CONTRACTOR TO EXCAVATE & INSTALL
±5'-0" OF (1) 3" SCH. 80 CONCRETE

ENCASED PVC POWER CONDUIT FROM

UTILITY POLE TO PULL BOX AT A
MINIMUM DEPTH OF 36"
EXTENET TO INSTALL (1) 3" RIGID RISER
AS SPOTTED BY GWP. CONTRACTOR TO
INSTALL CONDUIT 10FT UP POLE

DRAWN BY:

CHECKED BY:

REV
WTG
JKR
DATE DESCRIPTION INT.

SITE POLE # & ADDRESS

SHEET NUMBER
E-2
STAMP

SHEET NAME

SITE NAME

SITE NUMBER
SW-CA-GLENDA-00237C

HUB LOCATION
0 09/23/21 90% REVIEW WTG
Engineering /g121 Design /g121 Consulting
Engineering with Precision, Pace & Passion.

Structural | Mechanical/Electrical/Plumbing
Civil | Land Survey | Telecommunication | Aquatic
Accessibility Consulting | Design & Program Management
COPYRIGHT 2023 THE W-T GROUP, LLC©
JOB#: T2100237
CA002_GLENDALE_137
GLENDALE, CA 91201
STRUCTURE ID: SL_6164

FRONT OF
1544 W KENNETH RD.

GLENDALE, CA 91201
SIGNED: 06/27/23EXPIRES: 03/31/24
1 11/11/22 UPDATED DYP
2 01/11/23 STRUCTURAL DYP
6671 S. Las Vegs Blvd. Ste. D210-271 | Las Vegas, NV 89119 wtgroup.com
3 02/21/23 1A DYP
4 04/12/23 GWP COMMENTS DYP

SINGLE LINE DIAGRAM &

PANEL SCHEDULE

ELECTRICAL
2 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, 2019 CEC AND ALL
APPLICABLE LOCAL CODES.

2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL

INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT
BLOCKED.

3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS

SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND
TELCORDIA.

4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDIA.

5. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE
CABLE TRAY RUNGS.

6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS), GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE

LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL
TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL
CONFORM WITH NEC & OSHA.

7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED
WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT

SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE

CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY
RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S).

8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT

BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED
WITH ENGRAVED LAMACOID PLASTIC LABELS.

9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. POWER, CONTROL, AND

EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE
SINGLE CONDUCTOR (#14 AWG OR LARGER), 600 V, OIL
RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER
CABLE RATED FOR 90 °C (WET AND DRY) OPERATION; LISTED OR

LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED,
UNLESS OTHERWISE SPECIFIED.

10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED
INDOORS SHALL BE SINGLE CONDUCTOR (#6 AWG OR LARGER),
600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION,
CLASS B STRANDED COPPER CABLE RATED FOR 90 °C (WET AND
DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND
RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED.

11. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 AWG OR
LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B
STRANDED COPPER CABLE RATED FOR 90 °C (WET AND DRY)
OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED.

12. ALL POWER AND GROUNDING CONNECTIONS SHALL BE

CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY
THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL
BE RATED FOR OPERATION AT NO LESS THAN 75°C (90°C IF
AVAILABLE).

13. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR

ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE,
AND NEC.

14. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC
SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE)
SHALL BE USED FOR EXPOSED INDOOR LOCATIONS.

15. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL

NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC CONDUIT
(RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED
INDOOR LOCATIONS.

16. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE.

17. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND;

DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE

TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF
HEAVY VEHICLE TRAFFIC.

18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX)

SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION
OCCURS OR FLEXIBILITY IS NEEDED.

19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR
COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED.

SETSCREW FITTINGS ARE NOT ACCEPTABLE.

20. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR

LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA,
UL, ANSI/IEEE, AND NEC.

21. WIREWAYS SHALL BE EPOXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL
BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR
BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS.

22. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES,

AND PULL BOXES SHALL BE GALVANIZED OR EPOXY-COATED
SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS

23. METAL DEVICE BOXES SHALL BE GALVANIZED, EPOXY-COATED, OR NON-CORRODING; SHALL MEET OR EXCEED UL 514A AND
NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR
WEATHER PROTECTED (WP OR BETTER) OUTDOORS.

24. NONMETALLIC DEVICE BOXES SHALL MEET OR EXCEED NEMA
OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER
PROTECTED (WP OR BETTER) OUTDOORS.

25. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY

AUTHORIZATION FROM THE CONTRACTOR BEFORE
COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS.

26. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING

ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN

1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE

EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING

PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR

STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ),

THE SITE-SPECIFIC (UL, LPI, OR NFPA) LIGHTING PROTECTION

CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA
GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT

ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR
FOR RESOLUTION.

2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING

TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC

POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW

GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN
ACCORDANCE WITH THE NEC.

3. THE SUBCONTRACTOR SHALL PERFORM IEEE

FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE

SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL

GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT
OF 5 OHMS OR LESS.

4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED
EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER

CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE

WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT.

5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO

THE MASTER GROUND BAR WITH GREEN INSULATED
SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED
COPPER OR LARGER FOR INDOOR BTS; 2 AWG STRANDED
COPPER FOR OUTDOOR BTS.

6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING
CONNECTIONS BELOW GRADE.

7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR

PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED
GROUND CONNECTIONS.

8. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR
SHALL NOT BE USED FOR GROUNDING CONNECTIONS.

9. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL

BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE
GROUND RING, IN ACCORDANCE WITH THE NEC.

10. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE

ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWS COPPER
WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS.

ELECTRICAL NOTES GROUNDING NOTES

SINGLE LINE DIAGRAM
PANEL SCHEDULE 31
NOTE #1: CONTRACTOR TO DETERMINE APPLICABILITY OF ELECTRIC SINGLE LINE AND WIRING PLAN. IF CONDITIONS EXIST THAT REQUIRE MODIFICATIONS TO THE ELECTRIC

SINGLE LINE OR WIRING PLAN, CONTRACTOR TO NOTIFY THE ELECTRICAL ENGINEER FOR A REVISED E SHEET.
1 1
2 (N) GWP U.G. INCOMING
ELECTRICAL SERVICE 2"C - 60A,
240V, 1Ø, 2W
2#10 AWG. CU.
1"C, 2#10, 1#6 E.G.
~5'
(N) 125A RATED METER CAN
(SEE SHEET D-2 FOR METER CAN

DETAILS)
NOTE: SEE WT GROUP SHEETS E-1 FOR SITE PLAN AND A-3
& A-4 FOR POLE EQUIPMENT LOCATIONS

VOLTAGE DROP TABLE
~5' L
2#12 AWG. CU. 20' L %VD = NEGL
NOTE #2: BREAKERS MUST COMPLY WITH AT LEAST CURVE (3) TRIPPING CHARACTERISTICS AND IN ACCORDANCE WITH IEC/60934. 15A BREAKER SIZED FOR PSU INPUT CURRENT LIMITING SELECTOR SWITCH SET @ 8.5A.
(N) 3" U.G. CONDUIT ONLY
(CABLE BY GWP)
%VD = 0.27%
(N) PULL BOX
17" x 30" x 24"
10A, 2P
30A, 2P
3/4"C-1#8 GND
(N) (22,000 A.I.C.) PANEL "A"
(RSCAC-1333-P-240) MTD.

WITHIN POLE AT 6'
(SEE SHEET A-3 & A-4)

CADWELD TO

GROUND ROD

COPPER-CLAD GROUND
ROD 5/8"Ø x 10' L
N
SEE NOTE #2
10A, 2P
(3) ERICSSON PANEL

ANTENNAS W/
(3) INTEGRATED RRU'S
3/4"C-2#12

CONNECTED LOAD SUMMARY

METER/MAIN TOTAL CONNECTION LOAD
= 10A @ 240V, 1Ø, 2W
G
10A, 2P
(N) SERVICE METER TO BE

PROVIDED BY GWP

1. UTILITY POINTS OF SERVICE AND WORK / MATERIALS SHOWN ARE BASED UPON PRELIMINARY INFORMATION PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID PURPOSES ONLY.

2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK / MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY C OMPANY ENGINEERING PLANS AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL ROPES, CABLES, PULL BOXES, CONCRETE ENCASEMENT OF CONDUIT (IF REQUIRED), TRANSFORMER PAD, BARRIERS, POLE RISERS, TRENCHING, BACKFILL, PAY ALL UTILITY COMPANY FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK.

3. SEE WT GROUP SHEET G-1 FOR GROUNDING DETAILS.

4. SEE WT GROUP SHEET D-1 FOR EQUIPMENT DETAILS.

C
E
R
G
T
L
R
K
B
E
L
O
R
I
C
P
R
I
C
G
L
E
L
O
R
K
B
P
C
R
PHASE A =
(22,000 A.I.C.) PANEL "A"
30A BUS 240 VOLTS 1 PHASE 2 WIRE MAIN 30A - 2P TYPE NEMA 4X

VOLT AMPS

PHASE A

REMARK ET
500
500
RRU #1
RRU #3 2 10A
10A2 10A 2 RRU #2
REMARK

VOLT AMPS

PHASE A
500

NON-CONTINUOUS LOADS
0 W
TOTAL ADJUST WATT =
TOTAL ADJUST AMPS =
1875

7.8 A W/LCL
W1875x1.25=W1500

CONTINUOUS LOADS
500 W

VA/LINE
PHASE B = 1000 W

PHASE B PHASE B
(E) UTILITY WOOD
POLE #TBD
3/4"C-3#6 E.G.
2 DRAWN BY:

CHECKED BY:

REV
WTG
JKR
DATE DESCRIPTION INT.

SITE POLE # & ADDRESS

SHEET NUMBER
E-3
STAMP

SHEET NAME

SITE NAME

SITE NUMBER
SW-CA-GLENDA-00237C

HUB LOCATION
0 09/23/21 90% REVIEW WTG
Engineering /g121 Design /g121 Consulting
Engineering with Precision, Pace & Passion.

Structural | Mechanical/Electrical/Plumbing
Civil | Land Survey | Telecommunication | Aquatic
Accessibility Consulting | Design & Program Management
COPYRIGHT 2023 THE W-T GROUP, LLC©
JOB#: T2100237
CA002_GLENDALE_137
GLENDALE, CA 91201
STRUCTURE ID: SL_6164

FRONT OF
1544 W KENNETH RD.

GLENDALE, CA 91201
SIGNED: 06/27/23EXPIRES: 03/31/24
1 11/11/22 UPDATED DYP
2 01/11/23 STRUCTURAL DYP
6671 S. Las Vegs Blvd. Ste. D210-271 | Las Vegas, NV 89119 wtgroup.com
3 02/21/23 1A DYP
4 04/12/23 GWP COMMENTS DYP

CONDUIT PLACEMENT

DETAILS

NOT USED
6 4
2 7BORE DETAIL (FIBER ONLY)
3 5
1 /g12024" X 36" X 18" VAULT

ARMORCAST,
A6001974TAPCX18
/g120LID TO BE MARKED
"EXTENET"
/g120LID TO BE

ARMORCAST,
A6001975TAPCX18
BOLTDOWN (4X)
35-7/8"
24-1/4"
38-1/8"
26-5/8"
18"

POLYMER CONCRETE
BOX

OPEN BASE

NON-SKID SURFACE

POLYMER CONCRETE
COVER

ARMORCAST LOGO
LIFT PIN (2X)
STD. MARKING
24" X 36" X 18" PULL BOX DETAIL
17" X 30" X 24" PULL BOX DETAIL
24"
30" MIN.

PROPOSED INSTALLATION OF

CONDUIT IS TO BE BY METHOD

OF DIRECTIONAL BORE
(3) 1.25" HDPE CONDUITS
(EXTENET FIBER)
GRADE

TRENCH DETAIL (FIBER ONLY UNDER ASPHALT)
GRADE

TRENCH WIDTH
12" MIN.

NATIVE SOIL

BACKFILL
(ONE SACK SAND

SLURRY MIX)
SUBGRADE (TYP.)

EXISTING

CONCRETE

PARKWAY

TRENCH DETAIL (FIBER ONLY UNDER CONCRETE)

TRENCH DETAIL (FIBER ONLY UNDER DIRT/GRASS)

TRENCH WIDTH
12" MIN.

BACKFILL
(ONE SACK SAND

SLURRY MIX)
SUBGRADE (TYP.)

NATIVE SOIL

CRUSHED AGGREGATE BASE
(COMPACT PRIOR TO RESURFACING)

EXISTING ROAD BASE MATERIAL

EXISTING PAVEMENT/CONCRETE

EXISTING ASPHALT

TRENCH WIDTH
12" MIN.

EXISTING

DIRT/GRASS

PARKWAY
GRADE

BACKFILL
(ONE SACK SAND

SLURRY MIX)
SUBGRADE (TYP.)

NATIVE SOIL
30" MIN. COVER
30" MIN. COVER
30" MIN. COVER
BEDDING (TYP.)
(3) 1.25" HDPE CONDUITS
(EXTENET FIBER)
BEDDING (TYP.)
(3) 1.25" HDPE CONDUITS
(EXTENET FIBER)
BEDDING (TYP.)
(3) 1.25" HDPE CONDUITS
(EXTENET FIBER)
GRADE
PROPOSED EXCAVATION.

REPLACE BASE & FINISHED SURFACE

EQUAL TO OR GREATER THAN EXISTING
& MUST BE TO THE SATISFACTION OF

PUBLIC WORKS INSPECTOR
PROPOSED EXCAVATION.

REPLACE BASE & FINISHED SURFACE

EQUAL TO OR GREATER THAN EXISTING
& MUST BE TO THE SATISFACTION OF

PUBLIC WORKS INSPECTOR
PROPOSED EXCAVATION.

REPLACE BASE & FINISHED SURFACE

EQUAL TO OR GREATER THAN EXISTING
& MUST BE TO THE SATISFACTION OF

PUBLIC WORKS INSPECTOR

DRAWN BY:

CHECKED BY:

REV
WTG
JKR
DATE DESCRIPTION INT.

SITE POLE # & ADDRESS

SHEET NUMBER
E-4
STAMP

SHEET NAME

SITE NAME

SITE NUMBER
SW-CA-GLENDA-00237C

HUB LOCATION
0 09/23/21 90% REVIEW WTG
Engineering /g121 Design /g121 Consulting
Engineering with Precision, Pace & Passion.

Structural | Mechanical/Electrical/Plumbing
Civil | Land Survey | Telecommunication | Aquatic
Accessibility Consulting | Design & Program Management
COPYRIGHT 2023 THE W-T GROUP, LLC©
JOB#: T2100237
CA002_GLENDALE_137
GLENDALE, CA 91201
STRUCTURE ID: SL_6164

FRONT OF
1544 W KENNETH RD.

GLENDALE, CA 91201
SIGNED: 06/27/23EXPIRES: 03/31/24
1 11/11/22 UPDATED DYP
2 01/11/23 STRUCTURAL DYP
6671 S. Las Vegs Blvd. Ste. D210-271 | Las Vegas, NV 89119 wtgroup.com
3 02/21/23 1A DYP
4 04/12/23 GWP COMMENTS DYP

CONDUIT PLACEMENT

DETAILS

TRENCH DETAIL (POWER ONLY UNDER ASPHALT)
18" MIN. COVER (OFF STREET)
24" MIN. COVER (ON STREET)
36" MIN. COVER (GWP POWER)
GRADE

TRENCH WIDTH
12" MIN.

NATIVE SOIL

BACKFILL
(ONE SACK SAND

SLURRY MIX)
3" CONCRETE ENCASEMENT
(3.0 SACK WITH 3/8" PEA GRAVEL)
(1) SCH. 80 PVC POWER CONDUIT
SUBGRADE (TYP.)
3 6 CONDUIT STUB-UP/TRENCH DETAIL
NOTES:

1. SIMILAR CONSTRUCTION FOR FEWER CONDUITS.

2. NO CUTS THROUGH THE EXISTING CONCRETE SHALL BE MADE. CONTRACTOR SHALL REMOVE/REPAIR THE EXISTING SQUARE CUT SECTIONS ALONG THE NEW TRENCH.

3. BWP CONDUIT TO ENTER VERTICALLY (USE 90° SWEEP WITH MIN. 36" RADIUS. CONDUIT SHOULD TERMINATE 6" ABOVE GRAVEL AND 8" UNDERNEATH LID. DOT NOT CUT SWEEP.

CONCRETE SIDEWALK
(NOTE 2)
5 4'-0" MIN.

VARIES

TOP OF SIDEWALK

UNTREATED BASE
MATERIAL (TYP.)

BOTTOM OF
TRENCH

PVC/RIGID CONDUIT
PER PLAN 90° BEND MAX W/ 3'-0"

RADIUS PVC SWEEP

PULL BOX

EXISTING

CONCRETE

PARKWAY
PROPOSED EXCAVATION.

REPLACE BASE & FINISHED SURFACE

EQUAL TO OR GREATER THAN EXISTING
& MUST BE TO THE SATISFACTION OF

PUBLIC WORKS INSPECTOR
TRENCH DETAIL (POWER ONLY UNDER CONCRETE) 41
TRENCH DETAIL (POWER ONLY UNDER DIRT/GRASS) 2
9 8
7TRENCH DETAIL (STREET LIGHTING UNDER CONCRETE)

TRENCH DETAIL (STREET LIGHTING UNDER DIRT/GRASS)
18" MIN. COVER (OFF STREET)
24" MIN. COVER (ON STREET)
36" MIN. COVER (GWP POWER)
PROPOSED EXCAVATION.

REPLACE BASE & FINISHED SURFACE

EQUAL TO OR GREATER THAN EXISTING
& MUST BE TO THE SATISFACTION OF

PUBLIC WORKS INSPECTOR

TRENCH WIDTH
12" MIN.

BACKFILL
(ONE SACK SAND

SLURRY MIX)
SUBGRADE (TYP.)

NATIVE SOIL

CRUSHED AGGREGATE BASE
(COMPACT PRIOR TO RESURFACING)

EXISTING ROAD BASE MATERIAL

EXISTING PAVEMENT/CONCRETE

EXISTING ASPHALT
18" MIN. COVER (OFF STREET)
24" MIN. COVER (ON STREET)
36" MIN. COVER (GWP POWER)

TRENCH WIDTH
12" MIN.

EXISTING

DIRT/GRASS

PARKWAY
GRADE

BACKFILL
(ONE SACK SAND

SLURRY MIX)
SUBGRADE (TYP.)

NATIVE SOIL
3" CONCRETE ENCASEMENT
(3.0 SACK WITH 3/8" PEA GRAVEL)
(1) SCH. 80 PVC POWER CONDUIT
3" CONCRETE ENCASEMENT
(3.0 SACK WITH 3/8" PEA GRAVEL)
(1) SCH. 80 PVC POWER CONDUIT
GRADE
18" MIN. COVER

TRENCH WIDTH
12" MIN.

EXISTING

DIRT/GRASS

PARKWAY
GRADE

BACKFILL
(ONE SACK SAND

SLURRY MIX)
BEDDING (TYP.)
(1) RGC CONDUIT
(GLENDALE STREET LIGHTING)
SUBGRADE (TYP.)

NATIVE SOIL
GRADE

TRENCH WIDTH
12" MIN.

NATIVE SOIL

BACKFILL
(ONE SACK SAND

SLURRY MIX)

EXISTING

CONCRETE

PARKWAY
18" MIN. COVER
BEDDING (TYP.)
(1) RGC CONDUIT
(GLENDALE STREET LIGHTING)
SUBGRADE (TYP.)
PROPOSED EXCAVATION.

REPLACE BASE & FINISHED SURFACE

EQUAL TO OR GREATER THAN EXISTING
& MUST BE TO THE SATISFACTION OF

PUBLIC WORKS INSPECTOR
PROPOSED EXCAVATION.

REPLACE BASE & FINISHED SURFACE

EQUAL TO OR GREATER THAN EXISTING
& MUST BE TO THE SATISFACTION OF

PUBLIC WORKS INSPECTOR
PROPOSED EXCAVATION.

REPLACE BASE & FINISHED SURFACE

EQUAL TO OR GREATER THAN EXISTING
& MUST BE TO THE SATISFACTION OF

PUBLIC WORKS INSPECTOR

JOINT TRENCH DETAIL (POWER/FIBER UNDER DIRT/GRASS)

JOINT TRENCH DETAIL (POWER/FIBER UNDER ASPHALT)

JOINT TRENCH DETAIL (POWER/FIBER UNDER CONCRETE)
30" MIN. COVER
GRADE

TRENCH WIDTH
24" MIN.

BEDDING (TYP.)
SUBGRADE (TYP.)

NATIVE SOIL
3" CONCRETE ENCASEMENT
(3.0 SACK WITH 3/8" PEA GRAVEL)
(1) 2" SCH. 40 PVC FIBER CONDUIT
(EXTENET FIBER)
(1) SCH. 80 PVC POWER CONDUIT

CRUSHED AGGREGATE

BASE (COMPACT PRIOR

TO RESURFACING)

EXISTING ROAD BASE

MATERIAL

EXISTING PAVEMENT/

CONCRETE
42" MIN. COVER

TRENCH WIDTH
24" MIN.

EXISTING

DIRT/GRASS

PARKWAY
GRADE

NATIVE SOIL
30" MIN. COVER
BEDDING (TYP.)
SUBGRADE (TYP.)

BACKFILL
(ONE SACK SAND

SLURRY MIX)
3" CONCRETE ENCASEMENT
(3.0 SACK WITH 3/8" PEA GRAVEL)
(1) 2" SCH. 40 PVC FIBER CONDUIT
(EXTENET FIBER)
(1) SCH. 80 PVC POWER CONDUIT
42" MIN. COVER
GRADE

TRENCH WIDTH
24" MIN.

NATIVE SOIL

EXISTING

CONCRETE

PARKWAY
30" MIN. COVER
BEDDING (TYP.)
SUBGRADE (TYP.)

BACKFILL
(ONE SACK SAND

SLURRY MIX)
3" CONCRETE ENCASEMENT
(3.0 SACK WITH 3/8" PEA GRAVEL)
(1) 2" SCH. 40 PVC FIBER CONDUIT
(EXTENET FIBER)
(1) SCH. 80 PVC POWER CONDUIT
42" MIN. COVER

EXISTING ASPHALT
PROPOSED EXCAVATION.

REPLACE BASE & FINISHED SURFACE

EQUAL TO OR GREATER THAN EXISTING
& MUST BE TO THE SATISFACTION OF

PUBLIC WORKS INSPECTOR
PROPOSED EXCAVATION.

REPLACE BASE & FINISHED SURFACE

EQUAL TO OR GREATER THAN EXISTING
& MUST BE TO THE SATISFACTION OF

PUBLIC WORKS INSPECTOR
PROPOSED EXCAVATION.

REPLACE BASE & FINISHED SURFACE

EQUAL TO OR GREATER THAN EXISTING
& MUST BE TO THE SATISFACTION OF

PUBLIC WORKS INSPECTOR

BACKFILL
(ONE SACK SAND

SLURRY MIX)
12" MIN. HORIZONTAL

SEPARATION FROM POWER
12" MIN. HORIZONTAL

SEPARATION FROM POWER
12" MIN. HORIZONTAL

SEPARATION FROM POWER

DRAWN BY:

CHECKED BY:

REV
WTG
JKR
DATE DESCRIPTION INT.

SITE POLE # & ADDRESS

SHEET NUMBER
G-1
STAMP

SHEET NAME

SITE NAME

SITE NUMBER
SW-CA-GLENDA-00237C

HUB LOCATION
0 09/23/21 90% REVIEW WTG
Engineering /g121 Design /g121 Consulting
Engineering with Precision, Pace & Passion.

Structural | Mechanical/Electrical/Plumbing
Civil | Land Survey | Telecommunication | Aquatic
Accessibility Consulting | Design & Program Management
COPYRIGHT 2023 THE W-T GROUP, LLC©
JOB#: T2100237
CA002_GLENDALE_137
GLENDALE, CA 91201
STRUCTURE ID: SL_6164

FRONT OF
1544 W KENNETH RD.

GLENDALE, CA 91201
SIGNED: 06/27/23EXPIRES: 03/31/24
1 11/11/22 UPDATED DYP
2 01/11/23 STRUCTURAL DYP
6671 S. Las Vegs Blvd. Ste. D210-271 | Las Vegas, NV 89119 wtgroup.com
3 02/21/23 1A DYP
4 04/12/23 GWP COMMENTS DYP

GROUNDING DIAGRAM,

NOTES AND DETAILS
1/16"
(TYP)
G G
G G G

G G G G
G

G G G G
G G G

GROUNDING BAR ON WALL,

FLOOR OR ANTENNA TOWER
(2) EXOTHERMIC TO BE USED
WITH #2 AWG SOLID BARE

TINNED COPPER GROUNDING

CONDUCTOR, EXOTHERMIC

WELD TO BE BURIED GROUNDING

RING AND GROUNDING BAR
PVC NONMETALLIC CONDUIT SCH 40

TYPE (NMC) CONDUIT WITH STRAP

WITHIN TWO INCHES OF CONDUIT END
#4 OR #6 AWG STRANDED CU

CONDUCTOR WITH GREEN,
600V, THWN-2 INSULATION
#2 AWG GREEN INSULATED

STRANDED COPPER WIRE
(EXISTING GROUNDING HALO)
T&B CO. "C-TAP", CAT. #54730,

CRIMP TYPE PARALLELED

TAP OR EQUIVALENT
#6 AWG GREEN INSULATED

STRANDED COPPER WIRE
(UNIT BOND)

DIRECTION OF BOND TO

TURN TO SHORTEST

DISTANCE TO MGB

TYPE SS TYPE TA

TYPE VB TYPE PH TYPE GR

TYPE PG

TYPE GT TYPE GY TYPE NC

TYPE LJ
TYPE HA TYPE VS TYPE NX1 TYPE ND

TYPE XA

TYPE GR TYPE GL LUG TYPE PC TYPE RR
BOLT GRND.

ROD CLAMP2 HOLE LUG
"U" BOLT PIPE
CLAMP
2 BOLT PARALLEL

SPLICER
1 BOLT PARALLEL
CLAMP

CROSS RUN
CLAMP
CAST "T" SPLICER

UNIVERSAL PIPE
CLAMPS 50H2

UNIVERSAL PIPE
CLAMPS 75/1.25
1 BOLT PARALLEL
CLAMP
GROUNDING NOTES:

1. THE CONDUIT ROUTING ARE DIAGRAMMATICALLY SHOWN ON THE PLANS AND ARE ONLY APPROXIMATIONS. THE EXACT LOCATION AND ROUTING SHALL BE FIELD VERIFIED.

2. THE SUBCONTRACTOR SHALL SUPPLY 'FUTURE CARRIER' WITH THE RESULTS

FROM PRE-CONSTRUCTION AND POST- CONSTRUCTION OHM TESTING (GROUNDING) RESULTS ON ALL MODIFIED CELL SITES AND AS REQUIRED BY 'FUTURE CARRIER' GROUNDING & BONDING STANDARD TP-76416.

3. THE SUBCONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TWO APPROVED "FALL OF POTENTIAL" TESTS. THE FIRST, WILL BE CONDUCTED PRIOR TO MAKING

CONNECTIONS AND THE SECOND WILL BE CONDUCTED AFTER THE FINAL

CONNECTIONS HAVE BEEN MADE TO NEW EQUIPMENT, THE SUPPLEMENTAL GROUNDING SYSTEM, AND THE EXISTING GROUNDING SYSTEM. THESE TESTS SHALL BE PERFORMED BY A QUALIFIED AND CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. THE GROUNDING SYSTEM RESISTANCE TO EARTH GROUNDING SHALL NOT EXCEED (5) OHMS. IF THE GROUNDING TEST EXCEEDS THE MAXIMUM OF (5) OHMS, THE

SUBCONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ADDITIONAL GROUNDING RODS AND CONNECTIONS AS REQUIRED TO MEET THE (5) OHMS' MAXIMUM.

4. THE INSPECTOR HAVING JURISDICTION SHALL INSPECT ALL GROUNDING CONNECTIONS FOR TIGHTNESS. EXOTHERMIC WELDED CONNECTIONS SHALL BE APPROVED BEFORE BEING PERMANENTLY CONCEALED.

5. SUBCONTRACTOR SHALL PROVIDE STRAIN-RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES, COAX CABLES, AND RET CONTROL CABLES. CABLE STRAIN-RELIEF AND CABLE SUPPORTS SHALL BE APPROVED FOR THE PURPOSE.

INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.

6. SUBCONTRACTOR SHALL GROUND ALL EQUIPMENT. INCLUDING ANTENNAS,

RET MOTORS, DIPLEXER'S, TMA'S, COAX CABLES, AND RET CONTROL CABLES AS A COMPLETE SYSTEM. GROUNDING SHALL BE EXECUTED BY QUALIFIED WIREMEN

IN COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS AND
RECOMMENDATIONS.

7. ALL ELECTRICAL EQUIPMENT AND CONTROLLING DEVICES SHALL BE

PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES, INDICATING THE CIRCUITS ORIGINATION AND ALL EQUIPMENT TERMINATIONS.

8. SUBCONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS, CABLE TRAY,

AND CIRCUIT CONDUCTORS, AS REQUIRED FOR A COMPLETED SYSTEM AND SHALL BE IN COMPLIANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 5/8" X 10'-0" ,CU. GND ROD IN TEST
WELL 30" MIN. BELOW GRADE.

CHEMICAL GROUND ROD
(XIT GROUND ROD)
GROUNDING SYMBOLS:

CADWELD

CONNECTION

MECHANICAL

CONNECTION

HALO GROUND

CONNECTION

GROUND BAR

GROUNDING

G G G G G

GROUNDING BAR DETAIL GROUNDING LEGEND

GROUND WIRE CONNECTION

EXOTHERMIC CONNECTION

GROUNDING NOTES MECHANICAL CONNECTION GROUNDING DIAGRAM 1 2
3 4
5 6 8
G G

G G G G G
G

G G G G

NEW COPPER GROUND BAR

AT ANTENNA LOCATION
#8 AWG GREEN INSULATED

STRANDED COPPER WIRE, TO

GROUND BAR AT POLE

LOCATION
#6 AWG GREEN INSULATED
STRANDED COPPER WIRE, (TYP.)

NEW ANTENNA W/

INTEGRATED RRU
(TYP.)
GROUNDING DETAIL 7

CRUSHED ROCK
1-1/2" SYSTEM CONDUIT
2" DRAIN HOLE
1-1/2" SYSTEM CONDUIT
12" X 22" PULL BOX

PULL BOX LID SHALL BE INSCRIBED
"STREET LIGHTING"
1" RIGID GALVANIZED CONDUIT

FINISHED GRADE
6"
5/8" GROUND ROD

GROUND BUSBAR

GREEN COPPER

GROUND WIRE

AHZ Consulting Engineers
Raycap Pole Design
Prepared for Raycap – Verizon New Site Build

S I T E I N F O R M A T I O N
Address
Verizon Site Name
Raycap Project Number
Glendale, CA
ExtenetGlendale Poles Phase 2 (25ft Pole)
VZ22-01389H-29
NB+C Project Number 100111
Date December 16, 2022
NB+C Engineering Services, LLC
Prepared by: Ian Suppo
Respectfully Submitted by:

Arash Zandieh, P.E.

Principal Engineer
CA PE License #C82118

NB+C ES
6095 Marshalee Drive, Suite 300
Elkridge, MD 21075
Standard Calculation Sheet
Raycap|Stealth®
1 Date: 12/16/2022
ExtenetGlendale PolesPhs2.xmcd
100111

PURPOSE / ASSUMPTIONS
The purpose of these calculation is to design light pole located in Glendale, CA for supporting the new Verizon Wireless panel antennas. Contractor to verify the site specific conditions prior to fabrications)
Code - 2018 IBC and ANSI/TIA-222-H
Ultimate Windspeed - 95mph
Exposure Category - C
Site Class - II
Ice Thickness - 0in
Ice Windspeed - 30mph
Goetech Condition - Presumptive Soil Parameters provided by ANSI/TIA-222-H Anne x F
- Ground Wa ter ass umed at 1ft depth
- Neglected Soil depth - 2ft
Raycap Pole Mount Pole Design Summary :

Base Pole - 12" STD pipe stressed at 35.4%
Base Plate - 1.25" A36 thick base plate, 21"diame ter stressed at 37.9% Anchor Bolts - (4) 1.25" bolts with bolt center 17" stressed at 47.9% Foundation - 42" ϕ x 8' minimum embedment
Structural Analysis : Passing
Network Building + Consulting
NB+C
6095 Marshalee Dr.

Elkridge, MD 21075
Phone: (410) 712-7092
FAX:

Job: ExtenetGlendale PolesPhs2
Project: VZ22-01389H-29
Client: Raycap (100111) Drawn by: isuppo App'd:

Code: TIA-222-H Date: 12/13/22 Scale: NTS
Path:

R:\Blue Bell\Projects\Stealth Structural Design (26702)\ExtenetGlendale PolesPhs2 (VZ22-01389H-29)\Structural\25ft\Analysis\tnx\ExtenetGlendale PolesPhs2.eri Dwg No. E-1

27.8 ft

25.0 ft

0.0 ft
REACTIONS - 95 mph WINDTORQUE 1 kip-ft
1 K
SHEAR
13 kip-ft
MOMENT
3 K
AXIAL

SEISMIC
2 KSHEAR 40 kip-ftMOMENT
3 KAXIAL

ARE FACTOREDALL REACTIONS
Section 12 Size P 3.5 STDHSS12.75x.375 Length (ft) 2.8025.00 Grade A53-B35A500-42 Weight (K) 0.01.21.2 6705 Street Macro 26.92 6705 Street Macro 26.92 6705 Street Macro 26.92 CCISeismic ericsson VZ-AIR6701 TB 26.92 CCISeismic ericsson VZ-AIR6701 TB 26.92 CCISeismic ericsson VZ-AIR6701 TB 26.92 CCISeismic T ower Section 1 - 1 26.4 Radome (16ø x 2.75ft) 26.29 CCISeismic stealth Radome (16ø x

2.75ft)

26.29 Street Light Arm 24 Street Light (3sq ft) 24 CCISeismic miscl Street Light (3sq ft) 24 CCISeismic miscl Street Light Arm 24 CCISeismic (6) andrew (cci) LDF7-50A (1-5/8 FOAM) From 0 to 27.8 (17.8ft
to27.8ft)

22.8 CCISeismic T ower Section 2 - 1 22.5 CCISeismic T ower Section 2 - 2 15 CCISeismic (6) andrew (cci) LDF7-50A (1-5/8 FOAM) From 0 to 27.8 (7.8ft
to17.8ft)

12.8 Enclosed Equipment (500 lbs) 6 CCISeismic stealth Enclosed Equipment (500 lbs)
6 CCISeismic T ower Section 2 - 3 5 CCISeismic (6) andrew (cci) LDF7-50A (1-5/8 FOAM) From 0 to 27.8 (0ft
to7.8ft)

3.9DESIGNED APPURTENANCE LOADING

TYPE TYPEELEVATION ELEVATION
6705 Street Macro 26.92
6705 Street Macro 26.92
6705 Street Macro 26.92
CCISeismic ericsson VZ-AIR6701 TB 26.92
CCISeismic ericsson VZ-AIR6701 TB 26.92
CCISeismic ericsson VZ-AIR6701 TB 26.92
CCISeismic T ower Section 1 - 1 26.4
Radome (16ø x 2.75ft) 26.29
CCISeismic stealth Radome (16ø x

2.75ft)

26.29 Street Light Arm 24
Street Light (3sq ft) 24
CCISeismic miscl Street Light (3sq ft) 24
CCISeismic miscl Street Light Arm 24
CCISeismic (6) andrew (cci) LDF7-50A
(1-5/8 FOAM) From 0 to 27.8 (17.8ft
to27.8ft)

22.8 CCISeismic T ower Section 2 - 1 22.5
CCISeismic T ower Section 2 - 2 15
CCISeismic (6) andrew (cci) LDF7-50A
(1-5/8 FOAM) From 0 to 27.8 (7.8ft
to17.8ft)

12.8 Enclosed Equipment (500 lbs) 6
CCISeismic stealth Enclosed
Equipment (500 lbs)
6 CCISeismic T ower Section 2 - 3 5
CCISeismic (6) andrew (cci) LDF7-50A
(1-5/8 FOAM) From 0 to 27.8 (0ft
to7.8ft)

3.9 MATERIAL STRENGTH
GRADE GRADEFy FyFu Fu
A53-B35 35 ksi 60 ksi A500-42 42 ksi 58 ksi

TOWER DESIGN NOTES

1. Tower designed for Exposure C to the TIA-222-H Standard.2. Tower designed for a 95 mph basic wind in accordance with the TIA-222-H Standard.

3. Deflections are based upon a 60 mph wind.

4. Tower Risk Category II.

5. Topographic Category 1 with Crest Height of 0.00 ft

6. CCISeismic Note: Seismic loads generated by CCISeismic 3.3.57. CCISeismic Note: Seismic calculations are in accordance with TIA-222-H8. TOWER RATING: 24.4%

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Job
ExtenetGlendale PolesPhs2
Page
1 of 14
NB+C
6095 Marshalee Dr.

Project
VZ22-01389H-29
Date
08:13:04 12/13/22
Elkridge, MD 21075
Phone: (410) 712-7092
FAX:

Client
Raycap (100111)
Designed by
isuppo

Tower Input Data

The tower is a monopole.

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

The following design criteria apply:

Tower base elevation above sea level: 561.00 ft.

Basic wind speed of 95 mph.

Risk Category II.

Exposure Category C.

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

Topographic Category: 1.

Crest Height: 0.00 ft.

Deflections calculated using a wind speed of 60 mph.

CCISeismic Note: Seismic loads generated by CCISeismic 3.3.5.

CCISeismic Note: Seismic calculations are in accordance with TIA -222-H.

A non-linear (P-delta) analysis was used.

Pressures are calculated at each section.

Stress ratio used in pole design is 1.

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

Pole Section Geometry

Section Elevation

ft
Section
Length
ft
Pole
Size

Pole
Grade
Socket Length
ft
L1 27.80-25.00 2.80 P 3.5 STD A53-B35
(35 ksi)

L2 25.00-0.00 25.00 HSS12.75x.375 A500-42
(42 ksi)

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
L1 27.80-25.00 1 1 1
L2 25.00-0.00 1 1 1

Feed Line/Linear Appurtenances - Entered As Area

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

ft
Total
Number
CAAA

ft2/ft
Weight

plf
LDF7-50A (1-5/8
FOAM)
B No Yes Inside Pole 27.80 - 0.00 6 No Ice 0.00 0.82

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ExtenetGlendale PolesPhs2
Page
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NB+C
6095 Marshalee Dr.

Project
VZ22-01389H-29
Date
08:13:04 12/13/22
Elkridge, MD 21075
Phone: (410) 712-7092
FAX:

Client
Raycap (100111)
Designed by
isuppo

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
L1 27.80-25.00 A
B
C

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.00 0.01

0.00 L2 25.00-0.00 A
B
C

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.00 0.12

0.00 User Defined Loads - Seismic

Description Elevation

ft
Offset
From
Centroid
ft
Azimuth
Angle

°
Ev

K
Ehx

K
Ehz

K
Eh

K
CCISeismic Tower Section 1 - 1 26.40 0.00 0.0000 0.01 0.00 0.00 0.05 CCISeismic Tower Section 2 - 1 22.50 0.00 0.0000 0.07 0.00 0.00 0.38 CCISeismic Tower Section 2 - 2 15.00 0.00 0.0000 0.13 0.00 0.00 0.50 CCISeismic Tower Section 2 - 3 5.00 0.00 0.0000 0.13 0.00 0.00 0.17 CCISeismic ericsson
VZ-AIR6701 TB

26.92 0.00 0.0000 0.01 0.00 0.00 0.06
CCISeismic ericsson
VZ-AIR6701 TB

26.92 0.00 0.0000 0.01 0.00 0.00 0.06
CCISeismic ericsson
VZ-AIR6701 TB

26.92 0.00 0.0000 0.01 0.00 0.00 0.06
CCISeismic stealth Radome (16ø
x 2.75ft)

26.29 0.00 0.0000 0.03 0.00 0.00 0.19
CCISeismic stealth Enclosed
Equipment (500 lbs)

6.00 0.00 0.0000 0.14 0.00 0.00 0.22
CCISeismic miscl Street Light
(3sq ft)

24.00 0.00 0.0000 0.02 0.00 0.00 0.12
CCISeismic miscl Street Light
Arm

24.00 0.00 0.0000 0.02 0.00 0.00 0.14
CCISeismic (6) andrew (cci)
LDF7-50A (1-5/8 FOAM) From
0 to 27.8 (17.8ft to27.8ft)

22.80 0.00 0.0000 0.01 0.00 0.00 0.08
CCISeismic (6) andrew (cci)
LDF7-50A (1-5/8 FOAM) From
0 to 27.8 (7.8ft to17.8ft)

12.80 0.00 0.0000 0.01 0.00 0.00 0.05
CCISeismic (6) andrew (cci)
LDF7-50A (1-5/8 FOAM) From
0 to 27.8 (0ft to7.8ft)

3.90 0.00 0.0000 0.01 0.00 0.00 0.01

Discrete Tower Loads

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ExtenetGlendale PolesPhs2
Page
3 of 14
NB+C
6095 Marshalee Dr.

Project
VZ22-01389H-29
Date
08:13:04 12/13/22
Elkridge, MD 21075
Phone: (410) 712-7092
FAX:

Client
Raycap (100111)
Designed by
isuppo
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
6705 Street Macro C From Leg 0.50

0.00 0.00

0.0000 26.92 No Ice 1.09 0.83 0.03
6705 Street Macro A From Leg 0.50

0.00 0.00

0.0000 26.92 No Ice 1.09 0.83 0.03
6705 Street Macro B From Face 0.50

0.00 0.00

0.0000 26.92 No Ice 1.09 0.83 0.03
Radome (16ø x 2.75ft) C From Leg 0.50

0.00 0.00

0.0000 26.29 No Ice 1.83 1.83 0.10
Enclosed Equipment (500 lbs) C From Leg 0.50

0.00 0.00

0.0000 6.00 No Ice 0.00 0.00 0.50
Street Light (3sq ft) C From Leg 7.00

0.00 0.00

0.0000 24.00 No Ice 3.00 3.00 0.07
Street Light Arm C From Leg 6.00

0.00 0.00

0.0000 24.00 No Ice 3.67 3.67 0.08

Force Totals

Load
Case
Vertical
Forces

K
Sum of
Forces
X
K
Sum of
Forces
Z
K
Sum of
Overturning
Moments, Mx
kip-ft
Sum of
Overturning
Moments, Mz
kip-ft
Sum of Torques

kip-ft
Leg Weight 1.18
Bracing Weight 0.00
Total Member Self-Weight 1.18 0.80 1.41
Total Weight 2.16 0.80 1.41
Wind 0 deg - No Ice 0.00 -0.59 -9.93 1.30 -0.92
Wind 30 deg - No Ice 0.30 -0.51 -8.55 -4.05 -0.54
Wind 60 deg - No Ice 0.51 -0.30 -4.66 -7.93 -0.01
Wind 90 deg - No Ice 0.59 -0.00 0.68 -9.31 0.52
Wind 120 deg - No Ice 0.51 0.29 6.06 -7.82 0.91
Wind 150 deg - No Ice 0.29 0.51 10.03 -3.85 1.06
Wind 180 deg - No Ice -0.00 0.59 11.52 1.53 0.92
Wind 210 deg - No Ice -0.30 0.51 10.14 6.87 0.54
Wind 240 deg - No Ice -0.51 0.30 6.26 10.76 0.01
Wind 270 deg - No Ice -0.59 0.00 0.91 12.14 -0.52
Wind 300 deg - No Ice -0.51 -0.29 -4.47 10.65 -0.91
Wind 330 deg - No Ice -0.29 -0.51 -8.44 6.68 -1.06
Total Weight 2.16 0.80 1.41
Wind 0 deg - Service 0.00 -0.25 -3.52 1.37 -0.33
Wind 30 deg - Service 0.13 -0.22 -2.96 -0.78 -0.19
Wind 60 deg - Service 0.22 -0.13 -1.40 -2.35 -0.00
Wind 90 deg - Service 0.25 -0.00 0.76 -2.90 0.19
Wind 120 deg - Service 0.21 0.12 2.92 -2.31 0.32
Wind 150 deg - Service 0.12 0.21 4.51 -0.71 0.38

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ExtenetGlendale PolesPhs2
Page
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NB+C
6095 Marshalee Dr.

Project
VZ22-01389H-29
Date
08:13:04 12/13/22
Elkridge, MD 21075
Phone: (410) 712-7092
FAX:

Client
Raycap (100111)
Designed by
isuppo
Load
Case
Vertical
Forces

K
Sum of
Forces
X
K
Sum of
Forces
Z
K
Sum of
Overturning
Moments, Mx
kip-ft
Sum of
Overturning
Moments, Mz
kip-ft
Sum of Torques

kip-ft
Wind 180 deg - Service -0.00 0.25 5.11 1.45 0.33
Wind 210 deg - Service -0.13 0.22 4.55 3.61 0.19
Wind 240 deg - Service -0.22 0.13 2.99 5.17 0.00
Wind 270 deg - Service -0.25 0.00 0.84 5.73 -0.19
Wind 300 deg - Service -0.21 -0.12 -1.33 5.13 -0.32
Wind 330 deg - Service -0.12 -0.21 -2.92 3.54 -0.38
Seismic Vertical 0.62
Seismic Horizontal 0 deg 0.00 -2.08 -37.97 0.00 0.00
Seismic Horizontal 30 deg 1.04 -1.80 -32.88 -18.99 0.00 Seismic Horizontal 60 deg 1.80 -1.04 -18.99 -32.88 0.00 Seismic Horizontal 90 deg 2.08 0.00 0.00 -37.97 0.00
Seismic Horizontal 120 deg 1.80 1.04 18.99 -32.88 0.00 Seismic Horizontal 150 deg 1.04 1.80 32.88 -18.99 0.00 Seismic Horizontal 180 deg 0.00 2.08 37.97 0.00 0.00
Seismic Horizontal 210 deg -1.04 1.80 32.88 18.99 0.00 Seismic Horizontal 240 deg -1.80 1.04 18.99 32.88 0.00 Seismic Horizontal 270 deg -2.08 0.00 0.00 37.97 0.00
Seismic Horizontal 300 deg -1.80 -1.04 -18.99 32.88 0.00 Seismic Horizontal 330 deg -1.04 -1.80 -32.88 18.99 0.00

Load Combinations

Comb.

No.

Description
1 Dead Only
2 1.2 Dead+1.0 Wind 0 deg - No Ice
3 0.9 Dead+1.0 Wind 0 deg - No Ice
4 1.2 Dead+1.0 Wind 30 deg - No Ice
5 0.9 Dead+1.0 Wind 30 deg - No Ice
6 1.2 Dead+1.0 Wind 60 deg - No Ice
7 0.9 Dead+1.0 Wind 60 deg - No Ice
8 1.2 Dead+1.0 Wind 90 deg - No Ice
9 0.9 Dead+1.0 Wind 90 deg - No Ice
10 1.2 Dead+1.0 Wind 120 deg - No Ice
11 0.9 Dead+1.0 Wind 120 deg - No Ice
12 1.2 Dead+1.0 Wind 150 deg - No Ice
13 0.9 Dead+1.0 Wind 150 deg - No Ice
14 1.2 Dead+1.0 Wind 180 deg - No Ice
15 0.9 Dead+1.0 Wind 180 deg - No Ice
16 1.2 Dead+1.0 Wind 210 deg - No Ice
17 0.9 Dead+1.0 Wind 210 deg - No Ice
18 1.2 Dead+1.0 Wind 240 deg - No Ice
19 0.9 Dead+1.0 Wind 240 deg - No Ice
20 1.2 Dead+1.0 Wind 270 deg - No Ice
21 0.9 Dead+1.0 Wind 270 deg - No Ice
22 1.2 Dead+1.0 Wind 300 deg - No Ice
23 0.9 Dead+1.0 Wind 300 deg - No Ice
24 1.2 Dead+1.0 Wind 330 deg - No Ice
25 0.9 Dead+1.0 Wind 330 deg - No Ice
26 Dead+Wind 0 deg - Service
27 Dead+Wind 30 deg - Service
28 Dead+Wind 60 deg - Service
29 Dead+Wind 90 deg - Service
30 Dead+Wind 120 deg - Service
31 Dead+Wind 150 deg - Service
32 Dead+Wind 180 deg - Service

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ExtenetGlendale PolesPhs2
Page
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NB+C
6095 Marshalee Dr.

Project
VZ22-01389H-29
Date
08:13:04 12/13/22
Elkridge, MD 21075
Phone: (410) 712-7092
FAX:

Client
Raycap (100111)
Designed by
isuppo
Comb.

No.

Description
33 Dead+Wind 210 deg - Service
34 Dead+Wind 240 deg - Service
35 Dead+Wind 270 deg - Service
36 Dead+Wind 300 deg - Service
37 Dead+Wind 330 deg - Service
38 1.2 Dead+1.0 Ev+1.0 Eh 0 deg
39 0.9 Dead-1.0 Ev+1.0 Eh 0 deg
40 1.2 Dead+1.0 Ev+1.0 Eh 30 deg
41 0.9 Dead-1.0 Ev+1.0 Eh 30 deg
42 1.2 Dead+1.0 Ev+1.0 Eh 60 deg
43 0.9 Dead-1.0 Ev+1.0 Eh 60 deg
44 1.2 Dead+1.0 Ev+1.0 Eh 90 deg
45 0.9 Dead-1.0 Ev+1.0 Eh 90 deg
46 1.2 Dead+1.0 Ev+1.0 Eh 120 deg
47 0.9 Dead-1.0 Ev+1.0 Eh 120 deg
48 1.2 Dead+1.0 Ev+1.0 Eh 150 deg
49 0.9 Dead-1.0 Ev+1.0 Eh 150 deg
50 1.2 Dead+1.0 Ev+1.0 Eh 180 deg
51 0.9 Dead-1.0 Ev+1.0 Eh 180 deg
52 1.2 Dead+1.0 Ev+1.0 Eh 210 deg
53 0.9 Dead-1.0 Ev+1.0 Eh 210 deg
54 1.2 Dead+1.0 Ev+1.0 Eh 240 deg
55 0.9 Dead-1.0 Ev+1.0 Eh 240 deg
56 1.2 Dead+1.0 Ev+1.0 Eh 270 deg
57 0.9 Dead-1.0 Ev+1.0 Eh 270 deg
58 1.2 Dead+1.0 Ev+1.0 Eh 300 deg
59 0.9 Dead-1.0 Ev+1.0 Eh 300 deg
60 1.2 Dead+1.0 Ev+1.0 Eh 330 deg
61 0.9 Dead-1.0 Ev+1.0 Eh 330 deg

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
L1 27.8 - 25 Pole Max Tension 19 0.00 -0.00 -0.00
Max. Compression 42 -0.33 -0.50 0.31
Max. Mx 56 -0.33 0.73 -0.02
Max. My 50 -0.33 0.07 -0.67
Max. Vy 56 -0.42 0.73 -0.02
Max. Vx 50 0.42 0.07 -0.67
Max. Torque 2 0.02
L2 25 - 0 Pole Max Tension 1 0.00 0.00 0.00
Max. Compression 42 -3.21 -31.34 18.12
Max. Mx 56 -3.21 39.86 -0.96
Max. My 50 -3.21 1.71 -39.12
Max. Vy 56 -2.09 32.05 -0.96
Max. Vx 50 2.09 1.71 -31.30
Max. Torque 24 1.06

Maximum Reactions

Location Condition Gov.

Load
Comb.

Vertical
K
Horizontal, X
K
Horizontal, Z
K

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ExtenetGlendale PolesPhs2
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NB+C
6095 Marshalee Dr.

Project
VZ22-01389H-29
Date
08:13:04 12/13/22
Elkridge, MD 21075
Phone: (410) 712-7092
FAX:

Client
Raycap (100111)
Designed by
isuppo
Location Condition Gov.

Load
Comb.

Vertical
K
Horizontal, X
K
Horizontal, Z
K
Pole Max. Vert 42 3.21 -1.80 1.04
Max. Hx 57 1.32 2.08 0.00
Max. Hz 39 1.32 -0.00 2.08
Max. Mx 39 37.33 -0.00 2.08
Max. Mz 45 36.77 -2.08 0.00
Max. Torsion 24 1.06 0.29 0.51
Min. Vert 55 1.32 1.80 -1.04
Min. Hx 45 1.32 -2.08 0.00
Min. Hz 51 1.32 -0.00 -2.08
Min. Mx 50 -39.12 -0.00 -2.08
Min. Mz 56 -39.86 2.08 0.00
Min. Torsion 12 -1.06 -0.29 -0.51

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 2.16 0.00 -0.00 0.80 1.42 -0.00

1.2 Dead+1.0 Wind 0 deg - No
Ice

2.59 0.00 -0.59 -9.81 1.59 -0.92

0.9 Dead+1.0 Wind 0 deg - No
Ice

1.94 0.00 -0.59 -10.04 1.16 -0.92

1.2 Dead+1.0 Wind 30 deg - No
Ice

2.59 0.30 -0.51 -8.42 -3.78 -0.54

0.9 Dead+1.0 Wind 30 deg - No
Ice

1.94 0.30 -0.51 -8.65 -4.20 -0.54

1.2 Dead+1.0 Wind 60 deg - No
Ice

2.59 0.51 -0.30 -4.52 -7.68 -0.01

0.9 Dead+1.0 Wind 60 deg - No
Ice

1.94 0.51 -0.30 -4.76 -8.10 -0.01

1.2 Dead+1.0 Wind 90 deg - No
Ice

2.59 0.59 -0.00 0.85 -9.06 0.52

0.9 Dead+1.0 Wind 90 deg - No
Ice

1.94 0.59 -0.00 0.61 -9.48 0.52

1.2 Dead+1.0 Wind 120 deg -
No Ice

2.59 0.51 0.29 6.25 -7.57 0.91

0.9 Dead+1.0 Wind 120 deg -
No Ice

1.94 0.51 0.29 6.00 -7.98 0.91

1.2 Dead+1.0 Wind 150 deg -
No Ice

2.59 0.29 0.51 10.23 -3.58 1.06

0.9 Dead+1.0 Wind 150 deg -
No Ice

1.94 0.29 0.51 9.98 -4.00 1.06

1.2 Dead+1.0 Wind 180 deg -
No Ice

2.59 -0.00 0.59 11.73 1.82 0.92

0.9 Dead+1.0 Wind 180 deg -
No Ice

1.94 -0.00 0.59 11.48 1.39 0.92

1.2 Dead+1.0 Wind 210 deg -
No Ice

2.59 -0.30 0.51 10.34 7.19 0.54

0.9 Dead+1.0 Wind 210 deg -
No Ice

1.94 -0.30 0.51 10.09 6.75 0.54

1.2 Dead+1.0 Wind 240 deg -
No Ice

2.59 -0.51 0.30 6.44 11.09 0.01

0.9 Dead+1.0 Wind 240 deg -
No Ice

1.94 -0.51 0.30 6.20 10.65 0.01

1.2 Dead+1.0 Wind 270 deg -
No Ice

2.59 -0.59 0.00 1.07 12.47 -0.52

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ExtenetGlendale PolesPhs2
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6095 Marshalee Dr.

Project
VZ22-01389H-29
Date
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Elkridge, MD 21075
Phone: (410) 712-7092
FAX:

Client
Raycap (100111)
Designed by
isuppo
Load
Combination
Vertical

K
Shearx

K
Shearz

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

kip-ft

0.9 Dead+1.0 Wind 270 deg -
No Ice

1.94 -0.59 0.00 0.83 12.04 -0.52

1.2 Dead+1.0 Wind 300 deg -
No Ice

2.59 -0.51 -0.29 -4.33 10.97 -0.91

0.9 Dead+1.0 Wind 300 deg -
No Ice

1.94 -0.51 -0.29 -4.56 10.54 -0.91

1.2 Dead+1.0 Wind 330 deg -
No Ice

2.59 -0.29 -0.51 -8.31 6.99 -1.06

0.9 Dead+1.0 Wind 330 deg -
No Ice

1.94 -0.29 -0.51 -8.54 6.56 -1.06
Dead+Wind 0 deg - Service 2.16 0.00 -0.25 -3.53 1.38 -0.33 Dead+Wind 30 deg - Service 2.16 0.13 -0.22 -2.97 -0.78 -0.19 Dead+Wind 60 deg - Service 2.16 0.22 -0.13 -1.40 -2.35 -0.00 Dead+Wind 90 deg - Service 2.16 0.25 -0.00 0.76 -2.91 0.19 Dead+Wind 120 deg - Service 2.16 0.21 0.12 2.93 -2.31 0.32 Dead+Wind 150 deg - Service 2.16 0.12 0.21 4.53 -0.71 0.38 Dead+Wind 180 deg - Service 2.16 -0.00 0.25 5.13 1.46 0.33 Dead+Wind 210 deg - Service 2.16 -0.13 0.22 4.57 3.62 0.19 Dead+Wind 240 deg - Service 2.16 -0.22 0.13 3.00 5.19 0.00 Dead+Wind 270 deg - Service 2.16 -0.25 0.00 0.84 5.75 -0.19 Dead+Wind 300 deg - Service 2.16 -0.21 -0.12 -1.33 5.15 -0.32 Dead+Wind 330 deg - Service 2.16 -0.12 -0.21 -2.93 3.55 -0.38

1.2 Dead+1.0 Ev+1.0 Eh 0 deg 3.21 0.00 -2.08 -37.19 1.71 -0.00

0.9 Dead-1.0 Ev+1.0 Eh 0 deg 1.32 0.00 -2.08 -37.33 1.28 -0.00

1.2 Dead+1.0 Ev+1.0 Eh 30 deg 3.21 1.04 -1.80 -32.08 -17.37 -0.00

0.9 Dead-1.0 Ev+1.0 Eh 30 deg 1.32 1.04 -1.80 -32.23 -17.75 -0.00

1.2 Dead+1.0 Ev+1.0 Eh 60 deg 3.21 1.80 -1.04 -18.12 -31.34 0.00

0.9 Dead-1.0 Ev+1.0 Eh 60 deg 1.32 1.80 -1.04 -18.31 -31.68 0.00

1.2 Dead+1.0 Ev+1.0 Eh 90 deg 3.21 2.08 -0.00 0.96 -36.45 0.00

0.9 Dead-1.0 Ev+1.0 Eh 90 deg 1.32 2.08 -0.00 0.72 -36.77 0.00

1.2 Dead+1.0 Ev+1.0 Eh 120
deg

3.21 1.80 1.04 20.04 -31.34 0.00

0.9 Dead-1.0 Ev+1.0 Eh 120
deg

1.32 1.80 1.04 19.74 -31.68 0.00

1.2 Dead+1.0 Ev+1.0 Eh 150
deg

3.21 1.04 1.80 34.01 -17.37 0.00

0.9 Dead-1.0 Ev+1.0 Eh 150
deg

1.32 1.04 1.80 33.67 -17.75 0.00

1.2 Dead+1.0 Ev+1.0 Eh 180
deg

3.21 0.00 2.08 39.12 1.71 0.00

0.9 Dead-1.0 Ev+1.0 Eh 180
deg

1.32 0.00 2.08 38.77 1.28 0.00

1.2 Dead+1.0 Ev+1.0 Eh 210
deg

3.21 -1.04 1.80 34.01 20.78 0.00

0.9 Dead-1.0 Ev+1.0 Eh 210
deg

1.32 -1.04 1.80 33.67 20.30 0.00

1.2 Dead+1.0 Ev+1.0 Eh 240
deg

3.21 -1.80 1.04 20.04 34.75 -0.00

0.9 Dead-1.0 Ev+1.0 Eh 240
deg

1.32 -1.80 1.04 19.74 34.23 -0.00

1.2 Dead+1.0 Ev+1.0 Eh 270
deg

3.21 -2.08 -0.00 0.96 39.86 -0.00

0.9 Dead-1.0 Ev+1.0 Eh 270
deg

1.32 -2.08 -0.00 0.72 39.32 -0.00

1.2 Dead+1.0 Ev+1.0 Eh 300
deg

3.21 -1.80 -1.04 -18.12 34.75 -0.00

0.9 Dead-1.0 Ev+1.0 Eh 300
deg

1.32 -1.80 -1.04 -18.31 34.23 -0.00

1.2 Dead+1.0 Ev+1.0 Eh 330
deg

3.21 -1.04 -1.80 -32.08 20.78 -0.00

0.9 Dead-1.0 Ev+1.0 Eh 330 1.32 -1.04 -1.80 -32.23 20.30 -0.00

ttnnxxTToowweerr
Job
ExtenetGlendale PolesPhs2
Page
8 of 14
NB+C
6095 Marshalee Dr.

Project
VZ22-01389H-29
Date
08:13:04 12/13/22
Elkridge, MD 21075
Phone: (410) 712-7092
FAX:

Client
Raycap (100111)
Designed by
isuppo
Load
Combination
Vertical

K
Shearx

K
Shearz

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

kip-ft
deg

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 0.00 -2.16 0.00 -0.00 2.16 0.00 0.000%
2 0.00 -2.59 -0.59 -0.00 2.59 0.59 0.000%
3 0.00 -1.94 -0.59 -0.00 1.94 0.59 0.000%
4 0.30 -2.59 -0.51 -0.30 2.59 0.51 0.002%
5 0.30 -1.94 -0.51 -0.30 1.94 0.51 0.002%
6 0.51 -2.59 -0.30 -0.51 2.59 0.30 0.002%
7 0.51 -1.94 -0.30 -0.51 1.94 0.30 0.002%
8 0.59 -2.59 -0.00 -0.59 2.59 0.00 0.002%
9 0.59 -1.94 -0.00 -0.59 1.94 0.00 0.002%
10 0.51 -2.59 0.29 -0.51 2.59 -0.29 0.000%
11 0.51 -1.94 0.29 -0.51 1.94 -0.29 0.000%
12 0.29 -2.59 0.51 -0.29 2.59 -0.51 0.000%
13 0.29 -1.94 0.51 -0.29 1.94 -0.51 0.000%
14 -0.00 -2.59 0.59 0.00 2.59 -0.59 0.000%
15 -0.00 -1.94 0.59 0.00 1.94 -0.59 0.000%
16 -0.30 -2.59 0.51 0.30 2.59 -0.51 0.000%
17 -0.30 -1.94 0.51 0.30 1.94 -0.51 0.000%
18 -0.51 -2.59 0.30 0.51 2.59 -0.30 0.000%
19 -0.51 -1.94 0.30 0.51 1.94 -0.30 0.003%
20 -0.59 -2.59 0.00 0.59 2.59 -0.00 0.000%
21 -0.59 -1.94 0.00 0.59 1.94 -0.00 0.000%
22 -0.51 -2.59 -0.29 0.51 2.59 0.29 0.000%
23 -0.51 -1.94 -0.29 0.51 1.94 0.29 0.000%
24 -0.29 -2.59 -0.51 0.29 2.59 0.51 0.000%
25 -0.29 -1.94 -0.51 0.29 1.94 0.51 0.000%
26 0.00 -2.16 -0.25 -0.00 2.16 0.25 0.001%
27 0.13 -2.16 -0.22 -0.13 2.16 0.22 0.001%
28 0.22 -2.16 -0.13 -0.22 2.16 0.13 0.000%
29 0.25 -2.16 -0.00 -0.25 2.16 0.00 0.001%
30 0.21 -2.16 0.12 -0.21 2.16 -0.12 0.001%
31 0.12 -2.16 0.21 -0.12 2.16 -0.21 0.001%
32 -0.00 -2.16 0.25 0.00 2.16 -0.25 0.001%
33 -0.13 -2.16 0.22 0.13 2.16 -0.22 0.001%
34 -0.22 -2.16 0.13 0.22 2.16 -0.13 0.001%
35 -0.25 -2.16 0.00 0.25 2.16 -0.00 0.001%
36 -0.21 -2.16 -0.12 0.21 2.16 0.12 0.001%
37 -0.12 -2.16 -0.21 0.12 2.16 0.21 0.001%
38 0.00 -3.21 -2.08 -0.00 3.21 2.08 0.001%
39 0.00 -1.32 -2.08 -0.00 1.32 2.08 0.001%
40 1.04 -3.21 -1.80 -1.04 3.21 1.80 0.001%
41 1.04 -1.32 -1.80 -1.04 1.32 1.80 0.001%
42 1.80 -3.21 -1.04 -1.80 3.21 1.04 0.001%
43 1.80 -1.32 -1.04 -1.80 1.32 1.04 0.001%
44 2.08 -3.21 0.00 -2.08 3.21 0.00 0.001%
45 2.08 -1.32 0.00 -2.08 1.32 0.00 0.001%
46 1.80 -3.21 1.04 -1.80 3.21 -1.04 0.001%
47 1.80 -1.32 1.04 -1.80 1.32 -1.04 0.001%
48 1.04 -3.21 1.80 -1.04 3.21 -1.80 0.001%
49 1.04 -1.32 1.80 -1.04 1.32 -1.80 0.001%
50 0.00 -3.21 2.08 -0.00 3.21 -2.08 0.001%
51 0.00 -1.32 2.08 -0.00 1.32 -2.08 0.001%

ttnnxxTToowweerr
Job
ExtenetGlendale PolesPhs2
Page
9 of 14
NB+C
6095 Marshalee Dr.

Project
VZ22-01389H-29
Date
08:13:04 12/13/22
Elkridge, MD 21075
Phone: (410) 712-7092
FAX:

Client
Raycap (100111)
Designed by
isuppo

Load
Comb.

Sum of Applied Forces Sum of Reactions
% Error PX
K
PY
K
PZ
K
PX
K
PY
K
PZ
K
52 -1.04 -3.21 1.80 1.04 3.21 -1.80 0.001%
53 -1.04 -1.32 1.80 1.04 1.32 -1.80 0.001%
54 -1.80 -3.21 1.04 1.80 3.21 -1.04 0.001%
55 -1.80 -1.32 1.04 1.80 1.32 -1.04 0.001%
56 -2.08 -3.21 0.00 2.08 3.21 0.00 0.001%
57 -2.08 -1.32 0.00 2.08 1.32 0.00 0.001%
58 -1.80 -3.21 -1.04 1.80 3.21 1.04 0.001%
59 -1.80 -1.32 -1.04 1.80 1.32 1.04 0.001%
60 -1.04 -3.21 -1.80 1.04 3.21 1.80 0.001%
61 -1.04 -1.32 -1.80 1.04 1.32 1.80 0.001%

Non-Linear Convergence Results

Load
Combination
Converged? Number
of Cycles
Displacement
Tolerance
Force
Tolerance
1 Yes 6 0.00000001 0.00000001
2 Yes 7 0.00000001 0.00000001
3 Yes 7 0.00000001 0.00000001
4 Yes 6 0.00000001 0.00011994
5 Yes 6 0.00000001 0.00000001
6 Yes 6 0.00000001 0.00000001
7 Yes 6 0.00000001 0.00000001
8 Yes 6 0.00000001 0.00011710
9 Yes 6 0.00000001 0.00000001
10 Yes 7 0.00000001 0.00000001
11 Yes 7 0.00000001 0.00000001
12 Yes 7 0.00000001 0.00000001
13 Yes 7 0.00000001 0.00000001
14 Yes 7 0.00000001 0.00000001
15 Yes 7 0.00000001 0.00000001
16 Yes 7 0.00000001 0.00000001
17 Yes 7 0.00000001 0.00000001
18 Yes 7 0.00000001 0.00000001
19 Yes 6 0.00000001 0.00014642
20 Yes 7 0.00000001 0.00000001
21 Yes 7 0.00000001 0.00000001
22 Yes 7 0.00000001 0.00000001
23 Yes 7 0.00000001 0.00000001
24 Yes 7 0.00000001 0.00000001
25 Yes 7 0.00000001 0.00000001
26 Yes 6 0.00000001 0.00000001
27 Yes 6 0.00000001 0.00000001
28 Yes 6 0.00000001 0.00000001
29 Yes 6 0.00000001 0.00000001
30 Yes 6 0.00000001 0.00000001
31 Yes 6 0.00000001 0.00000001
32 Yes 6 0.00000001 0.00000001
33 Yes 6 0.00000001 0.00000001
34 Yes 6 0.00000001 0.00000001
35 Yes 6 0.00000001 0.00000001
36 Yes 6 0.00000001 0.00000001
37 Yes 6 0.00000001 0.00000001
38 Yes 7 0.00000001 0.00007948
39 Yes 7 0.00000001 0.00000001
40 Yes 7 0.00000001 0.00007378
41 Yes 7 0.00000001 0.00000001

ttnnxxTToowweerr
Job
ExtenetGlendale PolesPhs2
Page
10 of 14
NB+C
6095 Marshalee Dr.

Project
VZ22-01389H-29
Date
08:13:04 12/13/22
Elkridge, MD 21075
Phone: (410) 712-7092
FAX:

Client
Raycap (100111)
Designed by
isuppo
42 Yes 7 0.00000001 0.00007266
43 Yes 7 0.00000001 0.00000001
44 Yes 7 0.00000001 0.00007724
45 Yes 7 0.00000001 0.00000001
46 Yes 7 0.00000001 0.00007459
47 Yes 7 0.00000001 0.00000001
48 Yes 7 0.00000001 0.00007844
49 Yes 7 0.00000001 0.00000001
50 Yes 7 0.00000001 0.00008503
51 Yes 7 0.00000001 0.00000001
52 Yes 7 0.00000001 0.00008117
53 Yes 7 0.00000001 0.00000001
54 Yes 7 0.00000001 0.00008223
55 Yes 7 0.00000001 0.00000001
56 Yes 7 0.00000001 0.00008718
57 Yes 7 0.00000001 0.00000001
58 Yes 7 0.00000001 0.00008081
59 Yes 7 0.00000001 0.00000001
60 Yes 7 0.00000001 0.00007701
61 Yes 7 0.00000001 0.00000001

Maximum Tower Deflections - Service Wind

Section
No.

Elevation

ft
Horz.

Deflection
in
Gov.

Load
Comb.

Tilt

°
Twist

°
L1 27.8 - 25 0.332 34 0.0910 0.0135
L2 25 - 0 0.279 34 0.0834 0.0127

Critical Deflections and Radius of Curvature - Service Wind

Elevation

ft
Appurtenance Gov.

Load
Comb.

Deflection

in
Tilt

°
Twist

°
Radius of
Curvature
ft

26.92 6705 Street Macro 34 0.315 0.0886 0.0132 17255

26.40 CCISeismic Tower Section 1 - 1 34 0.305 0.0872 0.0131 17255

26.29 Radome (16ø x 2.75ft) 34 0.303 0.0869 0.0131 17255

24.00 Street Light (3sq ft) 34 0.262 0.0805 0.0124 17255

22.80 CCISeismic (6) andrew (cci)
LDF7-50A (1-5/8 FOAM) From 0 to

27.8 (17.8ft to27.8ft)
34 0.242 0.0771 0.0121 17255

22.50 CCISeismic Tower Section 2 - 1 34 0.237 0.0762 0.0120 17159

15.00 CCISeismic Tower Section 2 - 2 34 0.135 0.0526 0.0087 24556

12.80 CCISeismic (6) andrew (cci)
LDF7-50A (1-5/8 FOAM) From 0 to

27.8 (7.8ft to17.8ft)
34 0.111 0.0452 0.0076 28776

6.00 Enclosed Equipment (500 lbs) 34 0.048 0.0215 0.0037 61389

5.00 CCISeismic Tower Section 2 - 3 34 0.040 0.0180 0.0031 73667

3.90 CCISeismic (6) andrew (cci)
LDF7-50A (1-5/8 FOAM) From 0 to

27.8 (0ft to7.8ft)
34 0.031 0.0140 0.0024 73667

ttnnxxTToowweerr
Job
ExtenetGlendale PolesPhs2
Page
11 of 14
NB+C
6095 Marshalee Dr.

Project
VZ22-01389H-29
Date
08:13:04 12/13/22
Elkridge, MD 21075
Phone: (410) 712-7092
FAX:

Client
Raycap (100111)
Designed by
isuppo
Maximum Tower Deflections - Design Wind

Section
No.

Elevation

ft
Horz.

Deflection
in
Gov.

Load
Comb.

Tilt

°
Twist

°
L1 27.8 - 25 0.689 18 0.1843 0.0377
L2 25 - 0 0.583 18 0.1693 0.0357

Critical Deflections and Radius of Curvature - Design Wind

Elevation

ft
Appurtenance Gov.

Load
Comb.

Deflection

in
Tilt

°
Twist

°
Radius of
Curvature
ft

26.92 6705 Street Macro 18 0.655 0.1796 0.0371 8915

26.40 CCISeismic Tower Section 1 - 1 18 0.635 0.1768 0.0367 8915

26.29 Radome (16ø x 2.75ft) 18 0.631 0.1763 0.0367 8915

24.00 Street Light (3sq ft) 18 0.547 0.1637 0.0349 8915

22.80 CCISeismic (6) andrew (cci)
LDF7-50A (1-5/8 FOAM) From 0 to

27.8 (17.8ft to27.8ft)
18 0.506 0.1568 0.0338 8915

22.50 CCISeismic Tower Section 2 - 1 18 0.497 0.1551 0.0335 8866

15.00 CCISeismic Tower Section 2 - 2 18 0.287 0.1077 0.0245 12687

12.80 CCISeismic (6) andrew (cci)
LDF7-50A (1-5/8 FOAM) From 0 to

27.8 (7.8ft to17.8ft)
18 0.236 0.0927 0.0213 14868

6.00 Enclosed Equipment (500 lbs) 18 0.103 0.0442 0.0104 31718

5.00 CCISeismic Tower Section 2 - 3 18 0.085 0.0369 0.0087 38062

3.90 CCISeismic (6) andrew (cci)
LDF7-50A (1-5/8 FOAM) From 0 to

27.8 (0ft to7.8ft)
18 0.066 0.0288 0.0068 38062

Compression Checks

Pole Design Data

Section
No.

Elevation

ft
Size

L

ft
Lu

ft
Kl/r

A

in2
Pu

K
Pn

K
Ratio
Pu
Pn
L1 27.8 - 26.4 P 3.5 STD 2.80 0.00 0.0 2.6795 -0.16 84.41 0.002

26.4 - 25 2.6795 -0.33 84.41 0.004
L2 25 - 23.75 HSS12.75x.375 25.00 0.00 0.0 13.5967 -0.63 513.95 0.001

23.75 - 22.5 13.5967 -0.72 513.95 0.001

22.5 - 21.25 13.5967 -0.86 513.95 0.002

21.25 - 20 13.5967 -0.94 513.95 0.002
20 - 18.75 13.5967 -1.02 513.95 0.002

18.75 - 17.5 13.5967 -1.09 513.95 0.002

17.5 - 16.25 13.5967 -1.17 513.95 0.002

16.25 - 15 13.5967 -1.25 513.95 0.002
15 - 13.75 13.5967 -1.46 513.95 0.003

13.75 - 12.5 13.5967 -1.55 513.95 0.003

12.5 - 11.25 13.5967 -1.62 513.95 0.003

11.25 - 10 13.5967 -1.70 513.95 0.003

ttnnxxTToowweerr
Job
ExtenetGlendale PolesPhs2
Page
12 of 14
NB+C
6095 Marshalee Dr.

Project
VZ22-01389H-29
Date
08:13:04 12/13/22
Elkridge, MD 21075
Phone: (410) 712-7092
FAX:

Client
Raycap (100111)
Designed by
isuppo
Section
No.

Elevation

ft
Size

L

ft
Lu

ft
Kl/r

A

in2
Pu

K
Pn

K
Ratio
Pu
Pn
10 - 8.75 13.5967 -1.78 513.95 0.003

8.75 - 7.5 13.5967 -1.86 513.95 0.004

7.5 - 6.25 13.5967 -1.93 513.95 0.004

6.25 - 5 13.5967 -2.76 513.95 0.005
5 - 3.75 13.5967 -2.98 513.95 0.006

3.75 - 2.5 13.5967 -3.06 513.95 0.006

2.5 - 1.25 13.5967 -3.14 513.95 0.006

1.25 - 0 13.5967 -3.21 513.95 0.006

*Refer to Mathcad Calculations for Section Capacity

Pole Bending Design Data

Section
No.

Elevation

ft
Size

Mux

kip-ft
Mnx

kip-ft
Ratio
Mux
Mnx
Muy

kip-ft
Mny

kip-ft
Ratio
Muy
Mny
L1 27.8 - 26.4 P 3.5 STD 0.12 8.46 0.014 0.00 8.46 0.000

26.4 - 25 0.73 8.46 0.086 0.00 8.46 0.000
L2 25 - 23.75 HSS12.75x.375 2.57 169.11 0.015 0.00 169.11 0.000

23.75 - 22.5 3.45 169.11 0.020 0.00 169.11 0.000

22.5 - 21.25 4.88 169.11 0.029 0.00 169.11 0.000

21.25 - 20 6.31 169.11 0.037 0.00 169.11 0.000
20 - 18.75 7.73 169.11 0.046 0.00 169.11 0.000

18.75 - 17.5 9.16 169.11 0.054 0.00 169.11 0.000

17.5 - 16.25 10.59 169.11 0.063 0.00 169.11 0.000

16.25 - 15 12.02 169.11 0.071 0.00 169.11 0.000
15 - 13.75 14.09 169.11 0.083 0.00 169.11 0.000

13.75 - 12.5 16.16 169.11 0.096 0.00 169.11 0.000

12.5 - 11.25 18.28 169.11 0.108 0.00 169.11 0.000

11.25 - 10 20.40 169.11 0.121 0.00 169.11 0.000
10 - 8.75 22.51 169.11 0.133 0.00 169.11 0.000

8.75 - 7.5 24.63 169.11 0.146 0.00 169.11 0.000

7.5 - 6.25 26.74 169.11 0.158 0.00 169.11 0.000

6.25 - 5 29.70 169.11 0.176 0.00 169.11 0.000
5 - 3.75 32.30 169.11 0.191 0.00 169.11 0.000

3.75 - 2.5 34.91 169.11 0.206 0.00 169.11 0.000

2.5 - 1.25 37.51 169.11 0.222 0.00 169.11 0.000

1.25 - 0 40.11 169.11 0.237 0.00 169.11 0.000

*Refer to Mathcad Calculations for Section Capacity

Pole Shear Design Data

Section
No.

Elevation

ft
Size

Actual
Vu
K
Vn

K
Ratio
Vu
Vn
Actual
Tu
kip-ft
Tn

kip-ft
Ratio
Tu
Tn
L1 27.8 - 26.4 P 3.5 STD 0.18 25.32 0.007 0.00 8.40 0.000

26.4 - 25 0.42 25.32 0.017 0.00 8.40 0.000
L2 25 - 23.75 HSS12.75x.375 0.68 154.19 0.004 0.00 168.10 0.000

23.75 - 22.5 0.76 154.19 0.005 0.00 168.10 0.000

22.5 - 21.25 1.14 154.19 0.007 0.00 168.10 0.000

21.25 - 20 1.14 154.19 0.007 0.00 168.10 0.000
20 - 18.75 1.14 154.19 0.007 0.00 168.10 0.000

18.75 - 17.5 1.14 154.19 0.007 0.00 168.10 0.000

ttnnxxTToowweerr
Job
ExtenetGlendale PolesPhs2
Page
13 of 14
NB+C
6095 Marshalee Dr.

Project
VZ22-01389H-29
Date
08:13:04 12/13/22
Elkridge, MD 21075
Phone: (410) 712-7092
FAX:

Client
Raycap (100111)
Designed by
isuppo
Section
No.

Elevation

ft
Size

Actual
Vu
K
Vn

K
Ratio
Vu
Vn
Actual
Tu
kip-ft
Tn

kip-ft
Ratio
Tu
Tn

17.5 - 16.25 1.14 154.19 0.007 0.00 168.10 0.000

16.25 - 15 1.14 154.19 0.007 0.00 168.10 0.000
15 - 13.75 1.65 154.19 0.011 0.00 168.10 0.000

13.75 - 12.5 1.69 154.19 0.011 0.00 168.10 0.000

12.5 - 11.25 1.69 154.19 0.011 0.00 168.10 0.000

11.25 - 10 1.69 154.19 0.011 0.00 168.10 0.000
10 - 8.75 1.69 154.19 0.011 0.00 168.10 0.000

8.75 - 7.5 1.69 154.19 0.011 0.00 168.10 0.000

7.5 - 6.25 1.69 154.19 0.011 0.00 168.10 0.000

6.25 - 5 1.91 154.19 0.012 0.00 168.10 0.000
5 - 3.75 2.09 154.19 0.014 0.00 168.10 0.000

3.75 - 2.5 2.09 154.19 0.014 0.00 168.10 0.000

2.5 - 1.25 2.08 154.19 0.014 0.00 168.10 0.000

1.25 - 0 2.08 154.19 0.014 0.00 168.10 0.000

*Refer to Mathcad Calculations for Section Capacity

Pole Interaction Design Data

Section
No.

Elevation

ft
Ratio
Pu
Pn
Ratio
Mux
Mnx
Ratio
Muy
Mny
Ratio
Vu
Vn
Ratio
Tu
Tn
Comb.

Stress
Ratio
Allow.

Stress
Ratio
Criteria
L1 27.8 - 26.4 0.002 0.014 0.000 0.007 0.000 0.016

1.000 4.8.2

26.4 - 25 0.004 0.086 0.000 0.017 0.000 0.090

1.000 4.8.2

L2 25 - 23.75 0.001 0.015 0.000 0.004 0.000 0.016

1.000 4.8.2

23.75 - 22.5 0.001 0.020 0.000 0.005 0.000 0.022

1.000 4.8.2

22.5 - 21.25 0.002 0.029 0.000 0.007 0.000 0.031

1.000 4.8.2

21.25 - 20 0.002 0.037 0.000 0.007 0.000 0.039

1.000 4.8.2

20 - 18.75 0.002 0.046 0.000 0.007 0.000 0.048

1.000 4.8.2

18.75 - 17.5 0.002 0.054 0.000 0.007 0.000 0.056

1.000 4.8.2

17.5 - 16.25 0.002 0.063 0.000 0.007 0.000 0.065

1.000 4.8.2

16.25 - 15 0.002 0.071 0.000 0.007 0.000 0.074

1.000 4.8.2

15 - 13.75 0.003 0.083 0.000 0.011 0.000 0.086

1.000 4.8.2

13.75 - 12.5 0.003 0.096 0.000 0.011 0.000 0.099

1.000 4.8.2

12.5 - 11.25 0.003 0.108 0.000 0.011 0.000 0.111

1.000 4.8.2

11.25 - 10 0.003 0.121 0.000 0.011 0.000 0.124

1.000 4.8.2

10 - 8.75 0.003 0.133 0.000 0.011 0.000 0.137 1.000 4.8.2

ttnnxxTToowweerr
Job
ExtenetGlendale PolesPhs2
Page
14 of 14
NB+C
6095 Marshalee Dr.

Project
VZ22-01389H-29
Date
08:13:04 12/13/22
Elkridge, MD 21075
Phone: (410) 712-7092
FAX:

Client
Raycap (100111)
Designed by
isuppo
Section
No.

Elevation

ft
Ratio
Pu
Pn
Ratio
Mux
Mnx
Ratio
Muy
Mny
Ratio
Vu
Vn
Ratio
Tu
Tn
Comb.

Stress
Ratio
Allow.

Stress
Ratio
Criteria

8.75 - 7.5 0.004 0.146 0.000 0.011 0.000 0.149

1.000 4.8.2

7.5 - 6.25 0.004 0.158 0.000 0.011 0.000 0.162

1.000 4.8.2

6.25 - 5 0.005 0.176 0.000 0.012 0.000 0.181

1.000 4.8.2

5 - 3.75 0.006 0.191 0.000 0.014 0.000 0.197

1.000 4.8.2

3.75 - 2.5 0.006 0.206 0.000 0.014 0.000 0.213

1.000 4.8.2

2.5 - 1.25 0.006 0.222 0.000 0.014 0.000 0.228

1.000 4.8.2

1.25 - 0 0.006 0.237 0.000 0.014 0.000 0.244

1.000 4.8.2

*Refer to Mathcad Calculations for Section Capacity

Section Capacity Table

Section
No.

Elevation
ft
Component
Type
Size Critical
Element
P
K
øPallow
K
%
Capacity
Pass
Fail
*L1 27.8 - 25 Pole P 3.5 STD 1 -0.33 84.41 9.0 Pass
*L2 25 - 0 Pole HSS12.75x.375 2 -3.21 513.95 24.4 Pass
Summary
Pole (L2) 24.4 Pass
RATING = 24.4 Pass
*Refer to Mathcad Calculations for Section Capacity

Program Version 8.1.1.0 - 6/3/2021 File:R:/Blue Bell/Projects/Stealth Structural Design (26702)/ExtenetGlendale PolesPhs2 (VZ22-01389H-29)/Structural/25ft/Analysis/tnx/ExtenetGlendale PolesPhs2.eri Monopole Base Plate Connection
#VALUE!
Anchor Rod Data Anchor Rod Summary (units of kips, kip-in) (4) 1-1/4" ø bolts (F1554-55 N; Fy=55 ksi, Fu=75 ksi) on 17" BC Pu_c = 29.06 φPn_c = 60.75 Stress Rating Vu = 0.52 φVn = 27.34 47.9%
Base Plate Data Mu = n/a φMn = n/a Pass
21" OD x 1.25" Plate (A36; Fy=36 ksi, Fu=58 ksi)
Base Plate Summary
Stiffener Data Max Stress (ksi): 12.27 (Roark's Flexural) (8) 6"H x 3"W x 0.5"T, Notch: 0.5" Allowable Stress (ksi): 32.4 plate: Fy= 36 ksi ; weld: Fy= 70 ksi Stress Rating: 37.9% Pass horiz. weld: 0.1875" fillet
vert. weld: 0.1875" fillet Stiffener Summary
Horizontal Weld: 43.8% Pass
Pole Data Vertical Weld: 23.4% Pass

12.75" x 0.349" round pole (A500-42; Fy=42 ksi, Fu=58 ksi) Plate Flexure+Shear: 9.6% Pass Plate Tension+Shear: 22.6% Pass
Plate Compression: 30.0% Pass
Pole Summary
Punching Shear: 7.0% Pass

3.21 2.08
Adjusted Pole Reactions
Client Raycap
Applied Loads
Site Name ExtenetGlendale PolesPh2
Foundation Type
Analysis Considerations
Site Info
TIA-222 Revision H
Grout Considered: No
Analysis ResultsConnection Properties
Iar (in) 1.5
Moment (kip-ft) 40.11
Axial Force (kips) 3.21
Shear Force (kips) 2.08
Moment (kip-ft)
Axial Force (kips)
Shear Force (kips)

0.00 Analysis Date: 12/13/2022CCIplate - Version 3.7.2
Monopole Flange Plate Connection
Top Plate Data Bottom Plate Data
9" OD x 1" Plate (A36; Fy=36 ksi, Fu=58 ksi) 2" ID x 1" Plate (A36; Fy=36 ksi, Fu=58 ksi) Top Stiffener Data Bottom Stiffener Data

N/A N/A
Top Pole Data Bottom Pole Data
4" x 0.226" round pole (A53-B35; Fy=35 ksi, Fu=60 ksi) 12.75" x 0.349" round pole (A500-42; Fy=42 ksi, Fu=58 ksi) Max Load (kips) 1.25
Allowable (kips) 30.06
Stress Rating: 4.2% Pass
Top Plate Capacity Bottom Plate Capacity

1.38 (Flexural) 1.66 (Flexural)

32.40 32.40

4.3% Pass 5.1% Pass

1.5% Pass N/A
Elevation = 25 ft.

Order # Axial Force (kips) 0.33
BU # Applied Loads
Site Name ExtenetGlendale PolesPh2 Moment (kip-ft) 0.73 Shear Force (kips) 0.42
TIA-222 Revision H
Bottom Plate - InternalTop Plate - External
Allowable Stress (ksi): Allowable Stress (ksi):

Connection Properties
Bolt Data
Analysis Results
Bolt Capacity
Max Stress (ksi): Max Stress (ksi):
(4) 3/4" ø bolts (A325 N; Fy=92 ksi, Fu=120 ksi) on 6.5" BC Stress Rating: Stress Rating:

Tension Side Stress Rating: Tension Side Stress Rating:

Show image?
Plate Dia.

Shaft Dia.

Pole Shape
Plate Type:

Plate Geometry:

Plate Quantity
Plate Dia. 2
Shaft Dia. 2
Show image?
Plate Dia.

Shaft Dia.

Pole Shape
Plate Type:

Plate Geometry:

Plate Quantity
Plate Dia. 2
Shaft Dia. 2
Analysis Date: 12/13/2022CCIplate - Version 3.7.2
Report File:

TIA-222 Revison: Check Pier Capacity only at location of Max Moment? No Tower Type:

Soil Lateral Check Compression Uplift
Comp. Uplift 2.54 -

40.11 1.89 -

3.21 45.28 -

2.08 70.3% -
Soil Vertical Check Compression Uplift Go to Soil Calculations

14.34 -

3.5 ksi 28.86 -
60 ksi 9.53 -
40 ksi 43.20 -

12.74 -

26.8% -
8 ft Reinforced Concrete Flexure Compression Uplift
0 ft 2.54 -

45.28 -
713.56 -

3.5 ft 6.3% -
27 12 Reinforced Concrete Shear Compression Uplift
8 5.69 -
3 in 16.81 -
4 301.85 -
3 in 5.6% - Shear-Friciton Methodology is Applied
in
2 # of Layers 3
121
FALSE 1 0 1 1 110 150 0.000 0.000
FALSE 2 1 2 1 110 150 0.000 0.000
FALSE 3 2 8 6 47.6 87.6 0 30 0.290 0.290 4 10
Check Limitation
Apply TIA-222-H Section 15.5:

Pier Diameter
Rebar Quantity
Rebar Size
Critical Shear (kip)
Rebar Strength, Fy:

End Bearing (kips)
Axial (kips)
Pier Section 1
From 0' below grade to 8' below grade
Rebar Size
Clear Cover to Ties
Tie Size
Rebar Quantity
Rebar Cage Diameter
Calculated
Ultimate Skin
Friction Uplift
(ksf)
Calculated
Ultimate Skin
Friction Comp
(ksf)
Layer Top
(ft)
Bottom
(ft)
Thickness
(ft)
Ultimate Skin
Friction Comp
Override
(ksf)
Groundwater Depth
Soil Profile
Soil TypeSPT Blow
Count
Ult. Gross
Bearing
Capacity
(ksf)
γsoil
(pcf)
γconcrete
(pcf)
Cohesion
(ksf)
Angle of
Friction
(degrees)
Analysis Results
Drilled Pier Foundation
BU # :

Site Name:

Order Number:

Monopole
Applied Loads
Material Properties
Pier Design Data
H
ExtenetGlendale PolesPh2
Moment (kip-ft)
Axial Force (kips)
Shear Force (kips)
Concrete Strength, f'c:

Dv=0 (ft from TOC)
Soil Safety Factor
Max Moment (kip-ft)
Rating
Skin Friction (kips)
Weight of Concrete (kips)
Rating
Cohesionless
Rating
N/A
Cohesionless
Cohesionless
Ultimate Skin
Friction Uplift
Override (ksf)
Shear Design Options
Check Shear along Depth of Pier:

Utilize Shear-Friction Methodology:

Critical Shear Capacity
Rating
H:\Projects\Stealth Structural Design (26702)\SW-CA-GLN5GG02 (VZ21-00459S-00)\Structural\Analysis\TNX\SW-CA-GLN5GG02 CCISeismic 3.3.5 Wind And Seismic Analysis.eri.rtf

6.3%Structural Foundation Rating
Total Capacity (kips)Tie Yield Strength, Fyt:

Tie Spacing
Critical Depth (ft from TOC)
Critical Depth (ft from TOC)

70.3%Soil Interaction Rating
Depth
Ext. Above Grade
Critical Moment (kip-ft)
Critical Moment Capacity
Rebar & Pier Options
Embedded Pole Inputs
Belled Pier Inputs
Version 4.1.2
Report File:

TIA-222 Revison:

Tower Type: Check Pier Capacity only at location of Max Moment? No Location:

Soil Lateral Check Compression Uplift
Comp. Uplift 2.54 -

40.11 1.89 -

3.21 45.28 -

2.08 70.3% -
Soil Vertical Check Compression Uplift Go to Soil Calculations

14.34 -

3.5 ksi 28.86 -
60 ksi 9.05 -
40 ksi 43.20 -

12.26 -

28.4% -
8 ft Embedded Pole Interaction Compression Uplift
0 ft 2.54 -

45.28 -
106.51 -

3.5 ft 43.9% -
27 8 Reinforced Concrete Shear Compression Uplift
8 - -
3 in - -
4 - -
12 in - -
in
2 # of Layers 3
121
FALSE 1 0 1 1 110 150 0.000 0.000
FALSE 2 1 2 1 110 150 0.000 0.000
FALSE 3 2 8 6 47.6 87.6 30 0.290 0.290 4 10
R:\Blue Bell\Projects\Stealth Structural Design (26702)\ExtenetGlendale PolesPhs2 (VZ22-01389H-29)\Structural\25ft\Analysis\tnx\ExtenetGlendale PolesPhs2.eri.rtf

43.9%Structural Foundation Rating
Total Capacity (kips)
N/A
Analysis Results
Rebar Size
Pier Section 1
Check Limitation
Apply TIA-222-H Section 15.5:

Additional Longitudinal Rebar
Shear Design Options
N/A
N/A
N/A
Dv=0 (ft from TOC)
Soil Safety Factor
Max Moment (kip-ft)
Rating
Ext. Above Grade
Critical Moment (kip-ft)
Critical Moment Capacity
Rating
From 0' below grade to 8' below grade
Rebar Size
Clear Cover to Ties
Tie Size
Input Effective Depths (else Actual):

Critical Depth (ft from TOC)

70.3%Soil Interaction Rating
Rebar 2, Fy
Override
(ksi)
Rebar 3, Fy
Override
(ksi)
Depth
Cohesionless
Layer Top
(ft) Bottom (ft) Thickness
(ft)
Groundwater Depth
Cohesion
(ksf)
Angle of
Friction
(degrees)
Cohesionless
Ultimate Skin
Friction Uplift
Override (ksf)
Critical Shear Capacity
Rating
Skin Friction (kips)
Weight of Concrete (kips)
Rating
Critical Shear (kip)
End Bearing (kips)
Axial (kips)
Critical Depth (ft from TOC)
Calculated
Ultimate Skin
Friction Uplift
(ksf)
Calculated
Ultimate Skin
Friction Comp
(ksf)
Ultimate Skin
Friction Comp
Override
(ksf)
Soil Profile
Soil TypeSPT Blow
Count
Ult. Gross
Bearing
Capacity
(ksf)
γsoil
(pcf)
γconcrete
(pcf)
Cohesionless
Embedded Pole Foundation
BU # :

Site Name:

Order Number:

Monopole
Applied Loads
Material Properties
Pier Design Data
H
ExtenetGlendale Poles Phase 2
Moment (kip-ft)
Axial Force (kips)
Shear Force (kips)
Concrete Strength, f'c:

Rebar Strength, Fy:

Tie Yield Strength, Fyt:

Pier Diameter
Rebar Quantity
Rebar Cage Diameter
Rebar Quantity
Tie Spacing
Rebar & Pier Options
Embedded Pole Inputs
Belled Pier Inputs
Version 5.0.3
BU # :

Site Name: ExtenetGlendale Poles Phase 2
Order Number:

Encased in Concrete: No
Number of Sides: 0
Yield Strength (ksi): 42
Thickness (in): 0.349
Bend Radius (in): 0.5235
Taper Factor (in/ft): 0.0000
Depth from Grade (ft): 8.00
Diameter (in): 10.19
Axial Demand (kip): 5.93
Axial Capacity (kip): 407.65
Rating: 1.5%
Depth from Grade (ft): 2.54
Diameter (in): 10.19
Flexural Demand (kip-ft): 45.28
Flexural Capacity (kip-ft): 106.51
Rating: 42.5%
Depth from Grade (ft): 2.54
Diameter (in): 10.19
Axial Demand (kip): 5.70
Axial Capacity (kip): 407.65
Flexural Demand (kip-ft): 45.28
Flexural Capacity (kip-ft): 106.51
Version Rating: 43.9% Structural Rating: 43.9%
Version 5.0.3
Maximum Interaction Rating
Maximum Flexural Rating
Maximum Axial Rating

SUPPLEMENTAL EMBEDDED POLE REPORT
Embedded Pole Properties

NB+C ES
6095 Marshalee Drive, Suite 300
Elkridge, MD 21075
Standard Calculation Sheet
Raycap|Stealth®
2 Date: 12/16/2022
ExtenetGlendale PolesPhs2.xmcd
100111
Wind Load per 2018 IBC
Location: ANSI / TIA-222-H
Risk category: II Table 2-1
Importance factor: I 1.0:= Table 2-3
Exposure: Exp "C":= Section 2.6.5
T opographic factor: Kzt 1.0:= Section 2.6.6.2
Ground Elevation factor: Ke 1.0:= Section 2.6.8
Wind directional factor: Kd 0.95:= Table 2-2
Gust response factor: G 1.1:= Section 2.6.9
Basic wind speed: V 95:= mph Section 2.6.4
Equipment Height (ft): z 25ft:=
Nominal Height of the
Atmospheric Boundary Layer:
zg 1200ft Exp "B"=if
900ft Exp "C"=if
700ft Exp "D"=if
274.32=:= Table 2-4
3-Sec Gust-Speed Power Law
Exponent:
α 7 Exp "B"=if

9.5 Exp "C"=if

11.5 Exp "D"=if

9.5=:=
Velocity Pressure Exposure
Coefficients:

Section 2.6.5.2K x( ) 2.01max 15ft x, ( )
zg


2 α
:=
Velocity Pressure: q x( ) Kz K x( )
qx 0.00256 Kz Kzt Ke Kd V2 psf
:=
Section 2.6.1 1.6
Atmospheric Ice Loads on Pole Per TIA-222-H (2.6.10)
Nominal Ice Thickness: t 0in:=
Height Factor: kiz
z
33ft



0.1 0.973=:= 1.4<
Importance Factor: Ii 1.0:= T able 2-3
Design Ice Thickness: td t Ii kiz Kzt

0.35 0 in=:=
Ice Density: ρi 56pcf:=
Design Wind Speed on Ice: Vi 30:=
Wind on Ice Velocity Pressure (psf): qhi 0.00256 K z( ) Kzt Kd Ii Vi 2 psf:=
qzi qhi 2.07 psf=:=
NB+C ES
6095 Marshalee Drive, Suite 300
Elkridge, MD 21075
Standard Calculation Sheet
Raycap|Stealth®
3 Date: 12/16/2022
ExtenetGlendale PolesPhs2.xmcd
100111
Force Coefficient for Pole: T able 2-8b
Cp d shape, ( ) C r Kzt K z( ) Ke( )0.5V d
12in
C18 1.2 C r 39if

16.6 Cr

0.717 39 Cr< 78<if

0.73 Cr 78>if

C16 1.2 C r 39if

14.4 Cr
.678 39 Cr< 78<if

0.75 Cr 78>if

C12 1.2 C r 39if

4.12 Cr

0.337 39 Cr< 78<if

0.95 Cr 78>if

C8 1.2 C r 39if

1.2 39 Cr< 78<if

1.2 C r 78>if

C0 1.2 C r 39if

46.8 Cr
1 39 Cr< 78<if

0.60 Cr 78>if

C18return shape 18=if
C16return shape 16=if
C12return shape 12=if
C8return shape 8=if
C0return shape 0=if
:= D in ft
Design Wind Force:

Ff app l, d, type, shape, ( ) q z ( ) G Cf l d, type, ( ) l d( )[ ] app "antenna" =if q z( ) G Cp d shape, ( ) l d( )[ ] app "pole" =if
:=
NB+C ES
6095 Marshalee Drive, Suite 300
Elkridge, MD 21075
Standard Calculation Sheet
Raycap|Stealth®
4 Date: 12/16/2022
ExtenetGlendale PolesPhs2.xmcd
100111
Top Pole Capacity
ϕc 0.9:= resistance factor for axial compression Section 4.8.2 ϕf 0.9:= resistance factor for flexure
ϕv 0.9:= resistance facture for shear
ϕT 0.95:= resistance factor for torsion
Fy shape fy, D, t, E, ( )F18 1.27fy
fy
E
D
t 0.759<if

1.56fy 1.0 0.245fy
E D
t-

 0.759 fy
E
D
t< 2.14<if

F16 1.27fy
fy
E
D
t 0.836<if

1.578fy 1.0 0.233fy
E D
t-

 0.836 fy
E
D
t< 2.14<if

F12 1.26fy
fy
E
D
t 0.992<if

1.611fy 1.0 0.220fy
E D
t-

 0.992 fy
E
D
t< 2.14<if

F8 1.24fy
fy
E
D
t 1.10<if

1.578fy 1.0 0.194fy
E D
t-

 1.10 fy
E
D
t< 2.14<if

F0 fy
D
t 0.114E
fy
<if

0.0379E
D
t

 fy
2 3+

fy 0.114E
fy
D
t< 0.448E
fy
<if

0.337 E
D
t





0.448E
fy
D
t< 300<if

F18return shape 18=if
F16return shape 16=if
F12return shape 12=if
F8return shape 8=if
F0return shape 0=if
:=
NB+C ES
6095 Marshalee Drive, Suite 300
Elkridge, MD 21075
Standard Calculation Sheet
Raycap|Stealth®
5 Date: 12/16/2022
ExtenetGlendale PolesPhs2.xmcd
100111

CALCULA TE LOADS ON EQUIPMENT AND SUPPORT
Radome:

Dimensions: h 33.25in:= w 16in:= d 16in:=
Cross Section T ype: type
:= app
:= side
:=
Front Wind Load: Ff app h, w, type, side, ( )42.2 lbf=
1 h w Ff app h, w, type, side, ( )( )11.4 psf=
Antenna:

Dimensions: h 20in:= w 8in:= d 5in:=
Cross Section T ype: type
:= app
:= side
:=
Front Wind Load: Ff app h, w, type, side, ( )30.4 lbf=
Side Wind Load: Ff app h, d, type, side, ( )20.1 lbf=
T otal Wind Load: Wtotal 32.1lbf 21.1lbf+ 53.2lbf=:=
Light Arm:

Dimensions: h 72in:= w 2.375in:= d 2.375in:=
Cross Section T ype: type
:= app
:= side
:=
Front Wind Load: Ff app h, w, type, side, ( )32.5 lbf=
1 h Ff app h, w, type, side, ( )( )5.4 plf=
Light:

Dimensions: h 1.5ft:= w 1.5ft:= W1 70lbf:=
Cross Section T ype: type
:= app
:= side
:=
Front Wind Load: Ff app h, w, type, side, ( )61.6 lbf=
NB+C ES
6095 Marshalee Drive, Suite 300
Elkridge, MD 21075
Standard Calculation Sheet
Raycap|Stealth®
6 Date: 12/16/2022
ExtenetGlendale PolesPhs2.xmcd
100111
Base Pole Capacity
Effective Yield Stress fo 12" STD pipe Members
fy 42ksi:= minimum yield strength of steel
E 29000ksi:= modulus of elasticity
D 12.75in:= diameter of base module
t 0.349in:= design wall thickness
Section Properties from CAD at base plate
A 10.7924in2:= area of cross section
c 6.2961in:= distance from neutral axis to edge
Ix 207.6563in4:= Moment of Inertia along X axis
Iz 207.6563in4:= Moment of Inertia along Z axis
J Ix Iz+ 415.31 in4=:= Polar moment of Inertia
S Ix
c 32.98 in3=:= Section Modulus
At
A
2:= Area in compression and tension
Ac At:= for constant yielding stress from CAD
dt 4.1072in:= Distance of neutral axis fro area in tension dc 4.1072in:= Distance of neutral axis fro area in compression Z At dt Ac dc+:= Plastic Section Modulus
Z 44.33 in3=
side 0:=
m side( ) 1.58 side 18if

1.59 side 16if

1.61 side 12if

1.66 side 8if

1.57 side 0if


:= torsional constant T able 4-9
Ct m side( ) t D t-( ) 2:=
Ct 89.094 in3=
Lp z:= height of pole structre
NB+C ES
6095 Marshalee Drive, Suite 300
Elkridge, MD 21075
Standard Calculation Sheet
Raycap|Stealth®
7 Date: 12/16/2022
ExtenetGlendale PolesPhs2.xmcd
100111
Forces on the pole
Mu 40.11kip ft:= flexural moment due to factored loads Pu 3.21kip:= axial compressive loads due to factored loads Vu 2.08kip:= transverse shear due to factored loads
Tu 0kip ft:= torsion due to factored loads
Design Strength Section 4.8.2
Pn Fy side fy, D, t, E, ( )A 453.3 kip=:= nominal axial compressive strength Vn shape( ) F side 0.6 Fy side fy, D, t, E, ( )A
2
Fround 0.5 A min 0.6 Fy side fy, D, t, E, ( ) max 1.60E Lp
D
D
t


5 4

0.78E
D
t


3 2
, 

, 


Froundreturn shape 0 =if
Fsidereturn otherwise
:=
nominal shear strengthVn Vn side( ) 136.0 kip=:=
Tn shape( ) F side 0.6 Fy side fy, D, t, E, ( )Ct
Fround Ct min 0.6 Fy side fy, D, t, E, ( ) max 1.23E
Lp
D
D
t


5 4

0.6E
D
t


3 2
, 

, 


Froundreturn shape 0 =if
Fsidereturn otherwise
:= Section 4.8.2.1/4.8.2.2
Tn Tn side( ) 187.1 kip ft=:= nominal torsional strength Section 4.8.2.1/4.8.2.2
NB+C ES
6095 Marshalee Drive, Suite 300
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Standard Calculation Sheet
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8 Date: 12/16/2022
ExtenetGlendale PolesPhs2.xmcd
100111
Mn shape( ) F side Fy side fy, D, t, E, ( )S
Fround Fy side fy, D, t, E, ( )S Tu
ϕT Tn 0.2>if
fy Z D
t 0.0714E
fy
<if

0.0207E
D
t

 fy
1+

fy S 0.0714E
fy
D
t< 0.309E
fy
<if

0.330 E
D
t




S 0.309E
fy
D
t< 300<if
Tu
ϕT Tn 0.2<if

Froundreturn side 0 =if
Fsidereturn otherwise
:= Section 4.7.2/4.7.3
Mn Mn side( ) 155.1 kip ft=:= nominal flexural stength Combined Bending and A xial Foces
Pu
ϕc Pn( )


Mu
ϕf Mn( )


+ Vu
ϕv Vn( )


Tu
ϕT Tn( )


+

2 + 29.5 %=

NB+C ES
6095 Marshalee Drive, Suite 300
Elkridge, MD 21075
Standard Calculation Sheet
Raycap|Stealth®
9 Date: 12/16/2022
ExtenetGlendale PolesPhs2.xmcd
100111
Base Pole Capacity
Effective Yield Stress fo 12" STD pipe Members
fy 42ksi:= minimum yield strength of steel
E 29000ksi:= modulus of elasticity
D 12.75in:= diameter of base module
t 0.349in:= design wall thickness

3.5x0.5 A36 Plates Reinforcement
Section Properties from CAD for Cut Out w/ Reinforcement A 12.17in2:= area of cross section
c 5.0604in:= distance from neutral axis to edge
Ix 107.02in4:= Moment of Inertia along X axis
Iz 304.98in4:= Moment of Inertia along Z axis
J Ix Iz+ 412.00 in4=:= Polar moment of Inertia
S Ix
c 21.15 in3=:= Section Modulus
At
A
2:= Area in compression and tension
Ac At:= for constant yielding stress from CAD
dt 3.23in:= Distance of neutral axis fro area in tension dc 2.02in:= Distance of neutral axis fro area in compression Z At dt Ac dc+:= Plastic Section Modulus
Z 31.95 in3=
side 0:=
m side( ) 1.58 side 18if

1.59 side 16if

1.61 side 12if

1.66 side 8if

1.57 side 0if


:= torsional constant T able 4-9
Ct m side( ) t D t-( ) 2:=
Ct 89.094 in3=
Lp z:= height of pole structre
NB+C ES
6095 Marshalee Drive, Suite 300
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Standard Calculation Sheet
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ExtenetGlendale PolesPhs2.xmcd
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Forces on the pole
Mu 34.91kip ft:= flexural moment due to factored loads Pu 3.06kip:= axial compressive loads due to factored loads Vu 2.09kip:= transverse shear due to factored loads
Tu 0kip ft:= torsion due to factored loads
Design Strength Section 4.8.2
Pn Fy side fy, D, t, E, ( )A 511.1 kip=:= nominal axial compressive strength Section 4.8.2.1/4.8.2.2
Vn shape( ) F side 0.6 Fy side fy, D, t, E, ( )A
2
Fround 0.5 A min 0.6 Fy side fy, D, t, E, ( ) max 1.60E Lp
D
D
t


5 4

0.78E
D
t


3 2
, 

, 


Froundreturn shape 0 =if
Fsidereturn otherwise
:=
nominal shear strength
Vn Vn side( ) 153.3 kip=:=
Tn shape( ) F side 0.6 Fy side fy, D, t, E, ( )Ct
Fround Ct min 0.6 Fy side fy, D, t, E, ( ) max 1.23E
Lp
D
D
t


5 4

0.6E
D
t


3 2
, 

, 


Froundreturn shape 0 =if
Fsidereturn otherwise
:= Section 4.8.2.1/4.8.2.2
nominal torsional strength
Tn Tn side( ) 187.1 kip ft=:=
NB+C ES
6095 Marshalee Drive, Suite 300
Elkridge, MD 21075
Standard Calculation Sheet
Raycap|Stealth®
11 Date: 12/16/2022
ExtenetGlendale PolesPhs2.xmcd
100111
Mn shape( ) F side Fy side fy, D, t, E, ( )S
Fround Fy side fy, D, t, E, ( )S Tu
ϕT Tn 0.2>if
fy Z D
t 0.0714E
fy
<if

0.0207E
D
t

 fy
1+

fy S 0.0714E
fy
D
t< 0.309E
fy
<if

0.330 E
D
t




S 0.309E
fy
D
t< 300<if
Tu
ϕT Tn 0.2<if

Froundreturn side 0 =if
Fsidereturn otherwise
:= Section 4.7.2/4.7.3
Mn Mn side( ) 111.8 kip ft=:= nominal flexural stength Combined Bending and A xial Foces
Pu
ϕc Pn( )


Mu
ϕf Mn( )


+ Vu
ϕv Vn( )


Tu
ϕT Tn( )


+

2 + 35.4 %=

NB+C ES
6095 Marshalee Drive, Suite 300
Elkridge, MD 21075
Standard Calculation Sheet
Raycap|Stealth®
12 Date: 12/16/2022
ExtenetGlendale PolesPhs2.xmcd
100111
Weld Check for Poles :

Forces on the pole at base plate
Mu 40.1kip ft:= flexural moment due to factored loads
Pu 3.21kip:= axial compressive loads due to factored loads Vu 2.08kip:= transverse shear due to factored loads
Tu 0kip ft:= torsion due to factored loads
Weld Properties:

Weld Shear Strength: fw 0.6 70 ksi:=
Resistance Factor: ϕ 0.75:=
Diameter of Pole: D 10.19in:=
Thickness of Fillet: t 0.3125in:=
Throat: a .707t 0.22 in=:=
Weld Throat Area: Aw 4 8 in a 7.07 in2=:=
Weld Moment of Inertia: Iw 207.6563in4 207.66 in4=:=
Weld Polar Moment of Inertia:Jw 2 Iw 415.31 in4=:=
Stress Due to Axial: sa
Pu
Aw

0.45 ksi=:=
Stress Due to Moment: sm
Mu
D
2
Iw

11.81 ksi=:=
Stress Due to Shear: sv
Vu
Aw

0.29 ksi=:=
Stress Due to T orque:st
Tu
D
2
Jw

0.00 ksi=:=
Max Stress: Max s a sm+( )2 sv st+( )2+ 12.26 ksi=:=
Ultimate Stress: ϕfw 31.5 ksi=
DCratio
Max
ϕfw 38.9 %=:=
Hence "O.K" DCratio 1<if
"NOT O.K" DCratio 1>if
:=
Hence "O.K"=
NB+C ES
6095 Marshalee Drive, Suite 300
Elkridge, MD 21075
Standard Calculation Sheet
Raycap|Stealth®
13 Date: 12/16/2022
ExtenetGlendale PolesPhs2.xmcd
100111
Weld Check for Poles :

Forces on the pole at flange base plate
Mu 40.1kip ft:= flexural moment due to factored loads
Pu 3.21kip:= axial compressive loads due to factored loads Vu 2.08kip:= transverse shear due to factored loads
Tu 0kip ft:= torsion due to factored loads
Weld Properties:

Weld Shear Strength: fw 0.6 70 ksi:=
Resistance Factor: ϕ 0.75:=
Diameter of Pole: D 12.75in:=
Thickness of Fillet: t 0.3125in:=
Groove Depth: gd 0.25in:=
Throat: a t2 gd
1 8in-

2 + 0.34 in=:=
Weld Throat Area: Aw 4 8 in a 10.77 in2=:=
Weld Moment of Inertia: Iw 207.6563in4 207.66 in4=:=
Weld Polar Moment of Inertia:Jw 2 Iw 415.31 in4=:=
Stress Due to Axial: sa
Pu
Aw

0.30 ksi=:=
Stress Due to Moment: sm
Mu
D
2
Iw

14.77 ksi=:=
Stress Due to Shear: sv
Vu
Aw

0.19 ksi=:=
Stress Due to T orque:st
Tu
D
2
Jw

0.00 ksi=:=
Max Stress: Max sa sm+( )2 sv st+( )2+ 15.07 ksi=:=
Ultimate Stress: ϕfw 31.5 ksi=
DCratio
Max
ϕfw 47.8 %=:=
Hence "O.K" DCratio 1<if
"NOT O.K" DCratio 1>if
:=
Hence "O.K"=
NB+C ES
6095 Marshalee Drive, Suite 300
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Standard Calculation Sheet
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14 Date: 12/16/2022
ExtenetGlendale PolesPhs2.xmcd
100111
Weld Check at Top
ϕ 0.75:=
Forces on the pole at Top
Mu 0.73kip ft:= flexural moment due to factored loads
Pu 0.33kip:= axial compressive loads due to factored loads Vu 0.42kip:= transverse shear due to factored loads
Tu 0kip ft:= torsion due to factored loads
L 3.5in:=
Maximum T ension force (in Y-direction) Pmax Pu
Mu
D+:= Pmax 1017.1 lbf=
Maximum Shear at each bolt Vmax Vu
Tu
D+:= Vmax 420.0 lbf=
Weld size:(1/16 of an in): Dw 4in:=
Weld Length l L 3.5 in=:=
Weld Strength Fexx 70ksi:=
Weld Strength Rn ϕ0.6 Fexx .707 Dw
16 
 l
 19.487 kip=:=
DCratio
Pmax
Rn

5.2 %=:=
Hence "O.K" DCratio 1<if
"NOT O.K" DCratio 1>if
:=
Hence "O.K"=
NB+C ES
6095 Marshalee Drive, Suite 300
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Standard Calculation Sheet
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15 Date: 12/16/2022
ExtenetGlendale PolesPhs2.xmcd
100111
Weld Check for Poles :

Forces on the pole at Light Arm
Mu .92kip ft:= flexural moment due to factored loads
Pu 0.15kip:= axial compressive loads due to factored loads Vu 0.15kip:= transverse shear due to factored loads
Tu 0kip ft:= torsion due to factored loads
Weld Properties:

Weld Shear Strength: fw 0.6 70 ksi:=
Resistance Factor: ϕ 0.75:=
Diameter of Pole: D 2.375in:=
Thickness of Fillet: t .1875in:=
Throat: a .707t 0.13 in=:=
Weld Throat Area: Aw 4 8 in a 4.24 in2=:=
Weld Moment of Inertia: Iw 207.6563in4 207.66 in4=:=
Weld Polar Moment of Inertia:Jw 2 Iw 415.31 in4=:=
Stress Due to Axial: sa
Pu
Aw

0.04 ksi=:=
Stress Due to Moment: sm
Mu
D
2
Iw

0.06 ksi=:=
Stress Due to Shear: sv
Vu
Aw

0.04 ksi=:=
Stress Due to T orque:st
Tu
D
2
Jw

0.00 ksi=:=
Max Stress: Max sa sm+( )2 sv st+( )2+ 0.10 ksi=:=
Ultimate Stress: ϕfw 31.5 ksi=
DCratio
Max
ϕfw 0.3 %=:=
Hence "O.K" DCratio 1<if
"NOT O.K" DCratio 1>if
:=
Hence "O.K"=
NB+C ES
6095 Marshalee Drive, Suite 300
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Standard Calculation Sheet
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ExtenetGlendale PolesPhs2.xmcd
100111
Bolt Check at Light Arm
1/2" A325 Bolts
Fnt 90ksi:= T able J3.2(A325 Bolts)
Fnv 54ksi:= T able J3.2
Db 6.25in:=
Bolt Diameter: d 0.5in:=
Number of Bolts:n 1:=
Bolt Area:

Ab π d2
4 0.196 in2=:=
FntAb 17.671 kip=
FnvAb 10.603 kip=
Max Load from RISA 3D using LRFD Load Combinations :

FT1 143lbf:=
FV1 146lbf:=
FV2 105lbf:=
MT 918lbf ft:=
FT FT1:=
FV FV1
2 FV2
2+ MT
Db
+ 1942.4 lbf=:=
ϕ 0.75:=
FT
ϕFnt Ab n
FV
ϕFnv Ab n+ 25.5 %= <100% OKA Y
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6095 Marshalee Drive, Suite 300
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Standard Calculation Sheet
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ExtenetGlendale PolesPhs2.xmcd
100111
Design Port Hole Reinforcement for 4"x8" Opening:

Yield Strength of Pole: Fy 42ksi:=
Yield Strength of Rei nforcem ent:Fyr 46ksi:=
Bottom Section of Monopole Properties
Outside Diameter OD 12.75in:=
Thickness: t .375in:=
Inside Diameter: ID OD 2 t- 12 in=:=
Port Holes
Area of Pole Removed: Ap 4in t 1.5 in2=:=
Required Area of Reinforcement:

Ar
Ap Fy
Fyr

1.37 in2=:=
Radius of Section: r OD
2 6.375 in=:=
Thickness of Reinforcement tr 0.375in:=
Aract 2 2.5 in tr 1.875 in2=:= Aract Ar> OK
Minimum distance from centerline of
section to centerline of Reinforcement:

Xr
Ap Fy 0.5 OD t-( )
AractFyr 4.52 in=:=
Xract

0.5in
2 r+ 6.625 in=:= Xract Xr> OK

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Light Arm.r3d
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Light Arm.r3d
Company
Designer
Job Number
Model Name
:
:
:
:

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Checked By : __________
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2:54:02 PM
RISA-3D Version 20 [ Light Arm.r3d ] Page 1
Node Boundary Conditions
Node Label X [k/in] Y [k/in] Z [k/in] Y Rot [k-ft/rad]
1 N11 Reaction Reaction Reaction Reaction
2 N14 Reaction Reaction Reaction Reaction
Hot Rolled Steel Properties
Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³]Yield [ksi] Ry Fu [ksi] Rt 1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1
2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2
3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1
4 A500 Gr.B RND29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 5 A500 Gr.B Rect29000 11154 0.3 0.65 0.527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2
7 A1085 29000 11154 0.3 0.65 0.49 50 1.4 65 1.3
8 FRP 2800 450 0.35 0.44 0.12 16.67 1.5 50 1.2
9 ABS 297 77.8 0.2 0.07 0.064 9.5 1 9.5 1.2
Hot Rolled Steel Section Sets
Label Shape Type Design List Material Design RuleArea [in²] Iyy [in⁴] Izz [in⁴] J [in⁴] 1 Light Arm PIPE_2.0 Beam Pipe A53 Gr.B Typical 1.02 0.627 0.627 1.25 2 Channel PIPE_2.0 Beam Pipe A53 Gr.B Typical 1.02 0.627 0.627 1.25 Member Primary Data
Label I Node J Node Section/Shape Type Design List Material Design Rule 1 M1 N1 N2 Light Arm Beam Pipe A53 Gr.B Typical
2 M4 N1 N27 RIGID None None RIGID Typical
3 M5 N1 N30 RIGID None None RIGID Typical
4 M6 N1 N34 RIGID None None RIGID Typical
5 M7 N1 N37 RIGID None None RIGID Typical
6 M8 N28 N1 RIGID None None RIGID Typical
7 M9 N1 N31 RIGID None None RIGID Typical
8 M8A N47 N2 RIGID None None RIGID Typical
Member Advanced Data
Label Physical Deflection Ratio Options Seismic DR
1 M1 Yes N/A None
2 M4 Yes ** NA ** None
3 M5 Yes ** NA ** None
4 M6 Yes ** NA ** None
5 M7 Yes ** NA ** None
6 M8 Yes ** NA ** None
7 M9 Yes ** NA ** None
8 M8A Yes ** NA ** None
Hot Rolled Steel Design Parameters
Label Shape Length [in] Lcomp top [in] Channel Conn.a [in] Function 1 M1 Light Arm 80.498 Lbyy N/A N/A Lateral
Company
Designer
Job Number
Model Name
:
:
:
:

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RISA-3D Version 20 [ Light Arm.r3d ] Page 2
Plate Primary Data
Label A Node B Node C Node D Node Material Thickness [in] 1 P9 N9 N17 N19 N18 gen_Steel 0.5
2 P10 N17 N13 N20 N19 gen_Steel 0.5
3 P11 N18 N19 N21 N3 gen_Steel 0.5
4 P12 N19 N20 N11 N21 gen_Steel 0.5
5 P12A N3 N21 N23 N22 gen_Steel 0.5
6 P13 N21 N11 N24 N23 gen_Steel 0.5
7 P14 N22 N23 N25 N6 gen_Steel 0.5
8 P15 N23 N24 N12 N25 gen_Steel 0.5
9 P15A N13 N26 N27 N20 gen_Steel 0.5
10 P16 N26 N8 N28 N27 gen_Steel 0.5
11 P17 N20 N27 N29 N11 gen_Steel 0.5
12 P18 N27 N28 N1 N29 gen_Steel 0.5
13 P18A N11 N29 N30 N24 gen_Steel 0.5
14 P19 N29 N1 N31 N30 gen_Steel 0.5
15 P20 N24 N30 N32 N12 gen_Steel 0.5
16 P21 N30 N31 N5 N32 gen_Steel 0.5
17 P21A N8 N33 N34 N28 gen_Steel 0.5
18 P22 N33 N16 N35 N34 gen_Steel 0.5
19 P23 N28 N34 N36 N1 gen_Steel 0.5
20 P24 N34 N35 N14 N36 gen_Steel 0.5
21 P24A N1 N36 N37 N31 gen_Steel 0.5
22 P25 N36 N14 N38 N37 gen_Steel 0.5
23 P26 N31 N37 N39 N5 gen_Steel 0.5
24 P27 N37 N38 N15 N39 gen_Steel 0.5
25 P27A N16 N40 N41 N35 gen_Steel 0.5
26 P28 N40 N10 N42 N41 gen_Steel 0.5
27 P29 N35 N41 N43 N14 gen_Steel 0.5
28 P30 N41 N42 N4 N43 gen_Steel 0.5
29 P30A N14 N43 N44 N38 gen_Steel 0.5
30 P31 N43 N4 N45 N44 gen_Steel 0.5
31 P32 N38 N44 N46 N15 gen_Steel 0.5
32 P33 N44 N45 N7 N46 gen_Steel 0.5
Node Loads and Enforced Displacements (BLC 1 : DEAD)
Node Label L, D, M Direction Magnitude [(k, k-ft), (in, rad), (k*s²/in, k*s²*in)] 1 N47 L Y -0.07
Node Loads and Enforced Displacements (BLC 2 : WIND X)
Node Label L, D, M Direction Magnitude [(k, k-ft), (in, rad), (k*s²/in, k*s²*in)] 1 N47 L X -0.062
Node Loads and Enforced Displacements (BLC 3 : WIND Z)
Node Label L, D, M Direction Magnitude [(k, k-ft), (in, rad), (k*s²/in, k*s²*in)] 1 N47 L Z -0.062
Member Distributed Loads (BLC 2 : WIND X)
Member LabelDirectionStart Magnitude [k/ft, F, ksf, k-ft/in]End Magnitude [k/ft, F, ksf, k-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 X -0.006 -0.006 0 %100
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/15/2022
2:54:02 PM
RISA-3D Version 20 [ Light Arm.r3d ] Page 3
Member Distributed Loads (BLC 3 : WIND Z)
Member LabelDirectionStart Magnitude [k/ft, F, ksf, k-ft/in]End Magnitude [k/ft, F, ksf, k-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 Z -0.006 -0.006 0 %100
Load Combinations
Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor 1 Deflection 1 Yes Y 1 1
2 Deflection 2 Yes Y LL 1
3 Deflection 3 Yes Y 1 1 LL 1
4 IBC 16-8 Yes Y 1 1
5 IBC 16-9 Yes Y 1 1 LL 1
6 1.2D + 1.0Wo (0º) Yes Y 1 1.2 2 1 3
7 1.2D + 1.0Wo (30º) Yes Y 1 1.2 2 0.866 3 0.5
8 1.2D + 1.0Wo (45º) Yes Y 1 1.2 2 0.707 3 0.707
9 1.2D + 1.0Wo (60º) Yes Y 1 1.2 2 0.5 3 0.866
10 1.2D + 1.0Wo (90º) Yes Y 1 1.2 2 3 1
11 1.2D + 1.0Wo (120º)Yes Y 1 1.2 2 -0.5 3 0.866
12 1.2D + 1.0Wo (135º)Yes Y 1 1.2 2 -0.707 3 0.707
13 1.2D + 1.0Wo (150º)Yes Y 1 1.2 2 -0.866 3 0.5
14 1.2D + 1.0Wo (180º)Yes Y 1 1.2 2 -1 3
15 1.2D + 1.0Wo (210º)Yes Y 1 1.2 2 -0.866 3 -0.5
16 1.2D + 1.0Wo (225º)Yes Y 1 1.2 2 -0.707 3 -0.707
17 1.2D + 1.0Wo (240º)Yes Y 1 1.2 2 -0.5 3 -0.866
18 1.2D + 1.0Wo (270º)Yes Y 1 1.2 2 3 -1
19 1.2D + 1.0Wo (330º)Yes Y 1 1.2 2 0.5 3 -0.866
20 1.2D + 1.0Wo (315º)Yes Y 1 1.2 2 0.707 3 -0.707
21 1.2D + 1.0Wo (330º)Yes Y 1 1.2 2 0.866 3 -0.5
22 ***ICE***
23 1.2D + 1.0Di + 1.0Wi (0º)Yes Y 1 1.2 4 1 5 1 6
24 1.2D + 1.0Di + 1.0Wi (30º)Yes Y 1 1.2 4 1 5 0.866 6 0.5 25 1.2D + 1.0Di + 1.0Wi (45º)Yes Y 1 1.2 4 1 5 0.707 6 0.707 26 1.2D + 1.0Di + 1.0Wi (60º)Yes Y 1 1.2 4 1 5 0.5 6 0.866 27 1.2D + 1.0Di + 1.0Wi (90º)Yes Y 1 1.2 4 1 5 6 1
281.2D + 1.0Di + 1.0Wi (120º)Yes Y 1 1.2 4 1 5 -0.5 6 0.866 291.2D + 1.0Di + 1.0Wi (135º)Yes Y 1 1.2 4 1 5 -0.707 6 0.707 301.2D + 1.0Di + 1.0Wi (150º)Yes Y 1 1.2 4 1 5 -0.866 6 0.5 311.2D + 1.0Di + 1.0Wi (180º)Yes Y 1 1.2 4 1 5 -1 6
321.2D + 1.0Di + 1.0Wi (210º)Yes Y 1 1.2 4 1 5 -0.866 6 -0.5 331.2D + 1.0Di + 1.0Wi (225º)Yes Y 1 1.2 4 1 5 -0.707 6 -0.707 341.2D + 1.0Di + 1.0Wi (240º)Yes Y 1 1.2 4 1 5 -0.5 6 -0.866 351.2D + 1.0Di + 1.0Wi (270º)Yes Y 1 1.2 4 1 5 6 -1
361.2D + 1.0Di + 1.0Wi (300º)Yes Y 1 1.2 4 1 5 0.5 6 -0.866 371.2D + 1.0Di + 1.0Wi (315º)Yes Y 1 1.2 4 1 5 0.707 6 -0.707 381.2D + 1.0Di + 1.0Wi (330º)Yes Y 1 1.2 4 1 5 0.866 6 -0.5 Envelope Node Reactions
Node Label X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N11 max 0 2 0.059 6 0.528 10 0 38 0.28 18 0 38
2 min -1.802 14 0 2 -0.528 18 0 1 -0.28 10 0 1
3 N14 max 1.7 14 0.059 6 0.426 18 0 38 0.28 18 0 38
4 min 0 2 0 2 -0.426 10 0 1 -0.28 10 0 1
5 Totals: max 0.102 6 0.117 6 0.102 10
6 min -0.102 14 0 2 -0.102 18
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/15/2022
2:54:02 PM
RISA-3D Version 20 [ Light Arm.r3d ] Page 4
Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks MemberShapeCode CheckLoc[in]LC Shear CheckLoc[in]LC phi*Pnc [k]phi*Pnt [k]phi*Mn y-y [k-ft]phi*Mn z-z [k-ft] Cb Eqn 1 M1 PIPE_2.00.509 0 17 0.032 0 18 18.732 32.13 1.872 1.872 1 H1-1b NB+C ES
IAS
100111
Raycap
Rendered
SK-1
Dec 13, 2022
Radome.r3d
NB+C ES
IAS
100111
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Shapes
SK-2
Dec 13, 2022
Radome.r3d
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Dead
SK-1
Dec 16, 2022
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Wind X
SK-2
Dec 16, 2022
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Wind Z
SK-3
Dec 16, 2022
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Bending
SK-4
Dec 13, 2022
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Shear
SK-5
Dec 13, 2022
Radome.r3d
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Plate Stress
SK-4
Dec 16, 2022
Radome.r3d
Company
Designer
Job Number
Model Name
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:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 1
Node Boundary Conditions
Node Label X [k/in] Y [k/in] Z [k/in]
1 N2 Reaction Reaction Reaction
2 N3 Reaction Reaction Reaction
3 N9 Reaction Reaction Reaction
4 N10 Reaction Reaction Reaction
5 N11 Reaction Reaction Reaction
6 N15 Reaction Reaction Reaction
7 N16 Reaction Reaction Reaction
8 N17 Reaction Reaction Reaction
9 N23 Reaction Reaction Reaction
Hot Rolled Steel Properties
Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³]Yield [ksi] Ry Fu [ksi] Rt 1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1
2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2
3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1
4 A500 Gr.B RND29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 5 A500 Gr.B Rect29000 11154 0.3 0.65 0.527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2
7 A1085 29000 11154 0.3 0.65 0.49 50 1.4 65 1.3
8 FRP 2800 450 0.35 0.44 0.12 16.67 1.5 50 1.2
9 ABS 297 77.8 0.2 0.07 0.064 9.5 1 9.5 1.2
Hot Rolled Steel Section Sets
Label Shape Type Design List Material Design RuleArea [in²] Iyy [in⁴] Izz [in⁴] J [in⁴] 1 MOUNT PIPE PIPE_3.0 Beam Pipe A53 Gr.B Typical 2.07 2.85 2.85 5.69 2 Channel PIPE_2.0 Beam Pipe A53 Gr.B Typical 1.02 0.627 0.627 1.25 Member Primary Data
Label I Node J Node Section/Shape Type Design List Material Design Rule 1 M1 N71 N125A RIGID None None RIGID Typical
2 M2 N79 N128A RIGID None None RIGID Typical
3 M3 N85 N131A RIGID None None RIGID Typical
4 M4 N128A N366A RIGID None None RIGID Typical
5 M5 N125A N363A RIGID None None RIGID Typical
6 M6 N131A N369A RIGID None None RIGID Typical
7 M7 N772A N860A RIGID None None RIGID Typical
8 M8 N778 N866A RIGID None None RIGID Typical
9 M9 N775 N863A RIGID None None RIGID Typical
10 M10 N415 N404A RIGID None None RIGID Typical
11 M11 N410 N399A RIGID None None RIGID Typical
12 M12 N396A N407 RIGID None None RIGID Typical
13 M13 N824 N813 RIGID None None RIGID Typical
14 M14 N819 N808 RIGID None None RIGID Typical
15 M15 N805 N816 RIGID None None RIGID Typical
16 M16 N945A N946A MOUNT PIPE Beam Pipe A53 Gr.B Typical Company
Designer
Job Number
Model Name
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:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 2
Member Advanced Data
Label Physical Deflection Ratio Options Seismic DR
1 M1 Yes ** NA ** None
2 M2 Yes ** NA ** None
3 M3 Yes ** NA ** None
4 M4 Yes ** NA ** None
5 M5 Yes ** NA ** None
6 M6 Yes ** NA ** None
7 M7 Yes ** NA ** None
8 M8 Yes ** NA ** None
9 M9 Yes ** NA ** None
10 M10 Yes ** NA ** None
11 M11 Yes ** NA ** None
12 M12 Yes ** NA ** None
13 M13 Yes ** NA ** None
14 M14 Yes ** NA ** None
15 M15 Yes ** NA ** None
16 M16 Yes N/A None
Hot Rolled Steel Design Parameters
Label Shape Length [in] Lcomp top [in] Channel Conn.a [in] Function 1 M16 MOUNT PIPE 35 Lbyy N/A N/A Lateral
Plate Primary Data
Label A Node B Node C Node D Node Material Thickness [in] 1 P1 N2 N3 N26 N25 gen_Steel 1
2 P8 N9 N10 N33 N32 gen_Steel 1
3 P9 N10 N11 N34 N33 gen_Steel 1
4 P14 N15 N16 N39 N38 gen_Steel 1
5 P15 N16 N17 N40 N39 gen_Steel 1
6 P22 N23 N2 N25 N46 gen_Steel 1
7 P23 N25 N26 N49 N48 gen_Steel 1
8 P30 N32 N33 N56 N55 gen_Steel 1
9 P31 N33 N34 N57 N56 gen_Steel 1
10 P36 N38 N39 N62 N61 gen_Steel 1
11 P37 N39 N40 N63 N62 gen_Steel 1
12 P44 N46 N25 N48 N69 gen_Steel 1
13 P45 N48 N49 N72 N71 gen_Steel 1
14 P52 N55 N56 N79 N78 gen_Steel 1
15 P53 N56 N57 N80 N79 gen_Steel 1
16 P58 N61 N62 N85 N84 gen_Steel 1
17 P59 N62 N63 N86 N85 gen_Steel 1
18 P66 N69 N48 N71 N92 gen_Steel 1
19 P89 N113 N114 N137 N136 gen_Steel 1
20 P90 N114 N115 N138 N137 gen_Steel 1
21 P91 N115 N116 N139 N138 gen_Steel 1
22 P92 N116 N117 N140 N139 gen_Steel 1
23 P93 N117 N118 N141 N140 gen_Steel 1
24 P94 N118 N119 N142 N141 gen_Steel 1
25 P95 N119 N120 N143 N142 gen_Steel 1
26 P96 N120 N121 N144 N143 gen_Steel 1
27 P97 N121 N122 N145 N144 gen_Steel 1
28 P98 N122 N123 N146 N145 gen_Steel 1
29 P99 N123 N124 N147 N146 gen_Steel 1
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 3
Plate Primary Data (Continued)
Label A Node B Node C Node D Node Material Thickness [in] 30 P100 N124 N125 N148 N147 gen_Steel 1
31 P101 N125 N126 N149 N148 gen_Steel 1
32 P102 N126 N127 N150 N149 gen_Steel 1
33 P103 N127 N128 N151 N150 gen_Steel 1
34 P104 N128 N129 N152 N151 gen_Steel 1
35 P105 N129 N130 N153 N152 gen_Steel 1
36 P106 N130 N131 N154 N153 gen_Steel 1
37 P107 N131 N132 N155 N154 gen_Steel 1
38 P108 N132 N133 N156 N155 gen_Steel 1
39 P109 N133 N134 N157 N156 gen_Steel 1
40 P110 N134 N113 N136 N157 gen_Steel 1
41 P111 N136 N137 N72 N71 gen_Steel 1
42 P112 N137 N138 N161 N72 gen_Steel 1
43 P113 N138 N139 N162 N161 gen_Steel 1
44 P114 N139 N140 N163 N162 gen_Steel 1
45 P115 N140 N141 N164 N163 gen_Steel 1
46 P116 N141 N142 N165 N164 gen_Steel 1
47 P117 N142 N143 N78 N165 gen_Steel 1
48 P118 N143 N144 N79 N78 gen_Steel 1
49 P119 N144 N145 N80 N79 gen_Steel 1
50 P120 N145 N146 N169 N80 gen_Steel 1
51 P121 N146 N147 N170 N169 gen_Steel 1
52 P122 N147 N148 N171 N170 gen_Steel 1
53 P123 N148 N149 N84 N171 gen_Steel 1
54 P124 N149 N150 N85 N84 gen_Steel 1
55 P125 N150 N151 N86 N85 gen_Steel 1
56 P126 N151 N152 N175 N86 gen_Steel 1
57 P127 N152 N153 N176 N175 gen_Steel 1
58 P128 N153 N154 N177 N176 gen_Steel 1
59 P129 N154 N155 N178 N177 gen_Steel 1
60 P130 N155 N156 N179 N178 gen_Steel 1
61 P131 N156 N157 N92 N179 gen_Steel 1
62 P132 N157 N136 N71 N92 gen_Steel 1
63 P107A N156A N157A N179A N178A Stainless Steel 304 0.188 64 P108A N157A N158 N180A N179A Stainless Steel 304 0.188 65 P109A N158 N159A N181 N180A Stainless Steel 304 0.188 66 P110A N159A N160A N182 N181 Stainless Steel 304 0.188 67 P111A N160A N161A N183 N182 Stainless Steel 304 0.188 68 P112A N161A N162A N184 N183 Stainless Steel 304 0.188 69 P113A N162A N163A N185 N184 Stainless Steel 304 0.188 70 P114A N163A N164A N186 N185 Stainless Steel 304 0.188 71 P115A N164A N165A N187 N186 Stainless Steel 304 0.188 72 P116A N165A N166A N188 N187 Stainless Steel 304 0.188 73 P117A N166A N167A N189 N188 Stainless Steel 304 0.188 74 P118A N167A N168A N190 N189 Stainless Steel 304 0.188 75 P119A N168A N169A N191 N190 Stainless Steel 304 0.188 76 P120A N169A N170A N192 N191 Stainless Steel 304 0.188 77 P121A N170A N171A N193 N192 Stainless Steel 304 0.188 78 P122A N171A N172A N194 N193 Stainless Steel 304 0.188 79 P123A N172A N173A N195 N194 Stainless Steel 304 0.188 80 P124A N173A N174A N196 N195 Stainless Steel 304 0.188 81 P125A N174A N175A N197 N196 Stainless Steel 304 0.188 82 P126A N175A N176A N198 N197 Stainless Steel 304 0.188 83 P127A N176A N177A N199 N198 Stainless Steel 304 0.188 84 P128A N177A N156A N178A N199 Stainless Steel 304 0.188 Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 4
Plate Primary Data (Continued)
Label A Node B Node C Node D Node Material Thickness [in] 85 P129A N178A N179A N126A N125A Stainless Steel 304 0.188 86 P130A N179A N180A N202 N126A Stainless Steel 304 0.188 87 P131A N180A N181 N203 N202 Stainless Steel 304 0.188 88 P132A N181 N182 N204 N203 Stainless Steel 304 0.188
89 P133 N182 N183 N205 N204 Stainless Steel 304 0.188
90 P134 N183 N184 N206 N205 Stainless Steel 304 0.188
91 P135 N184 N185 N127A N206 Stainless Steel 304 0.188
92 P136 N185 N186 N128A N127A Stainless Steel 304 0.188 93 P137 N186 N187 N129A N128A Stainless Steel 304 0.188 94 P138 N187 N188 N210 N129A Stainless Steel 304 0.188
95 P139 N188 N189 N211 N210 Stainless Steel 304 0.188
96 P140 N189 N190 N212 N211 Stainless Steel 304 0.188
97 P141 N190 N191 N130A N212 Stainless Steel 304 0.188
98 P142 N191 N192 N131A N130A Stainless Steel 304 0.188 99 P143 N192 N193 N132A N131A Stainless Steel 304 0.188 100 P144 N193 N194 N216 N132A Stainless Steel 304 0.188 101 P145 N194 N195 N217 N216 Stainless Steel 304 0.188
102 P146 N195 N196 N218 N217 Stainless Steel 304 0.188
103 P147 N196 N197 N219 N218 Stainless Steel 304 0.188
104 P148 N197 N198 N220 N219 Stainless Steel 304 0.188
105 P149 N198 N199 N133A N220 Stainless Steel 304 0.188 106 P150 N199 N178A N125A N133A Stainless Steel 304 0.188 107 P151 N204A N205A N228 N227 Stainless Steel 304 0.188 108 P152 N205A N206A N229 N228 Stainless Steel 304 0.188 109 P153 N206A N207 N230 N229 Stainless Steel 304 0.188 110 P154 N207 N208 N231 N230 Stainless Steel 304 0.188
111 P155 N208 N209 N232 N231 Stainless Steel 304 0.188
112 P156 N209 N210A N233 N232 Stainless Steel 304 0.188 113 P157 N210A N211A N234 N233 Stainless Steel 304 0.188 114 P158 N211A N212A N235 N234 Stainless Steel 304 0.188 115 P159 N212A N213 N236 N235 Stainless Steel 304 0.188 116 P160 N213 N214 N237 N236 Stainless Steel 304 0.188
117 P161 N214 N215 N238 N237 Stainless Steel 304 0.188
118 P162 N215 N216A N239 N238 Stainless Steel 304 0.188 119 P163 N216A N217A N240 N239 Stainless Steel 304 0.188 120 P164 N217A N218A N241 N240 Stainless Steel 304 0.188 121 P165 N218A N219A N242 N241 Stainless Steel 304 0.188 122 P166 N219A N220A N243 N242 Stainless Steel 304 0.188 123 P167 N220A N221 N244 N243 Stainless Steel 304 0.188 124 P168 N221 N222 N245 N244 Stainless Steel 304 0.188
125 P169 N222 N223 N246 N245 Stainless Steel 304 0.188
126 P170 N223 N224 N247 N246 Stainless Steel 304 0.188
127 P171 N224 N225 N248 N247 Stainless Steel 304 0.188
128 P172 N225 N204A N227 N248 Stainless Steel 304 0.188 129 P173 N227 N228 N251 N250 Stainless Steel 304 0.188
130 P174 N228 N229 N252 N251 Stainless Steel 304 0.188
131 P175 N229 N230 N253 N252 Stainless Steel 304 0.188
132 P176 N230 N231 N254 N253 Stainless Steel 304 0.188
133 P177 N231 N232 N255 N254 Stainless Steel 304 0.188
134 P178 N232 N233 N256 N255 Stainless Steel 304 0.188
135 P179 N233 N234 N257 N256 Stainless Steel 304 0.188
136 P180 N234 N235 N258 N257 Stainless Steel 304 0.188
137 P181 N235 N236 N259 N258 Stainless Steel 304 0.188
138 P182 N236 N237 N260 N259 Stainless Steel 304 0.188
139 P183 N237 N238 N261 N260 Stainless Steel 304 0.188
Company
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Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
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Plate Primary Data (Continued)
Label A Node B Node C Node D Node Material Thickness [in] 140 P184 N238 N239 N262 N261 Stainless Steel 304 0.188
141 P185 N239 N240 N263 N262 Stainless Steel 304 0.188
142 P186 N240 N241 N264 N263 Stainless Steel 304 0.188
143 P187 N241 N242 N265 N264 Stainless Steel 304 0.188
144 P188 N242 N243 N266 N265 Stainless Steel 304 0.188
145 P189 N243 N244 N267 N266 Stainless Steel 304 0.188
146 P190 N244 N245 N268 N267 Stainless Steel 304 0.188
147 P191 N245 N246 N269 N268 Stainless Steel 304 0.188
148 P192 N246 N247 N270 N269 Stainless Steel 304 0.188
149 P193 N247 N248 N271 N270 Stainless Steel 304 0.188
150 P194 N248 N227 N250 N271 Stainless Steel 304 0.188
151 P195 N250 N251 N126A N125A Stainless Steel 304 0.188 152 P196 N251 N252 N202 N126A Stainless Steel 304 0.188 153 P197 N252 N253 N203 N202 Stainless Steel 304 0.188
154 P198 N253 N254 N204 N203 Stainless Steel 304 0.188
155 P199 N254 N255 N205 N204 Stainless Steel 304 0.188
156 P200 N255 N256 N206 N205 Stainless Steel 304 0.188
157 P201 N256 N257 N127A N206 Stainless Steel 304 0.188 158 P202 N257 N258 N128A N127A Stainless Steel 304 0.188 159 P203 N258 N259 N129A N128A Stainless Steel 304 0.188 160 P204 N259 N260 N210 N129A Stainless Steel 304 0.188 161 P205 N260 N261 N211 N210 Stainless Steel 304 0.188
162 P206 N261 N262 N212 N211 Stainless Steel 304 0.188
163 P207 N262 N263 N130A N212 Stainless Steel 304 0.188 164 P208 N263 N264 N131A N130A Stainless Steel 304 0.188 165 P209 N264 N265 N132A N131A Stainless Steel 304 0.188 166 P210 N265 N266 N216 N132A Stainless Steel 304 0.188 167 P211 N266 N267 N217 N216 Stainless Steel 304 0.188
168 P212 N267 N268 N218 N217 Stainless Steel 304 0.188
169 P213 N268 N269 N219 N218 Stainless Steel 304 0.188
170 P214 N269 N270 N220 N219 Stainless Steel 304 0.188
171 P215 N270 N271 N133A N220 Stainless Steel 304 0.188 172 P216 N271 N250 N125A N133A Stainless Steel 304 0.188 173 P217 N204A N205A N316 N315 Stainless Steel 304 0.188 174 P224 N211A N212A N323 N322 Stainless Steel 304 0.188 175 P225 N212A N213 N324 N323 Stainless Steel 304 0.188 176 P230 N217A N218A N329 N328 Stainless Steel 304 0.188 177 P231 N218A N219A N330 N329 Stainless Steel 304 0.188 178 P238 N225 N204A N315 N336 Stainless Steel 304 0.188 179 P239 N315 N316 N339 N338 Stainless Steel 304 0.188
180 P246 N322 N323 N346 N345 Stainless Steel 304 0.188
181 P247 N323 N324 N347 N346 Stainless Steel 304 0.188
182 P252 N328 N329 N352 N351 Stainless Steel 304 0.188
183 P253 N329 N330 N353 N352 Stainless Steel 304 0.188
184 P260 N336 N315 N338 N359 Stainless Steel 304 0.188
185 P261 N338 N339 N362 N361 Stainless Steel 304 0.188
186 P268 N345 N346 N369 N368 Stainless Steel 304 0.188
187 P269 N346 N347 N370 N369 Stainless Steel 304 0.188
188 P274 N351 N352 N375 N374 Stainless Steel 304 0.188
189 P275 N352 N353 N376 N375 Stainless Steel 304 0.188
190 P282 N359 N338 N361 N382 Stainless Steel 304 0.188
191 P283 N361 N362 N385 N384 Stainless Steel 304 0.188
192 P284 N362 N363 N386 N385 Stainless Steel 304 0.188
193 P285 N363 N364 N387 N386 Stainless Steel 304 0.188
194 P286 N364 N365 N388 N387 Stainless Steel 304 0.188
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
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Raycap
Checked By : __________
12/16/2022
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Plate Primary Data (Continued)
Label A Node B Node C Node D Node Material Thickness [in] 195 P287 N365 N366 N389 N388 Stainless Steel 304 0.188
196 P288 N366 N367 N390 N389 Stainless Steel 304 0.188
197 P289 N367 N368 N391 N390 Stainless Steel 304 0.188
198 P290 N368 N369 N392 N391 Stainless Steel 304 0.188
199 P291 N369 N370 N393 N392 Stainless Steel 304 0.188
200 P292 N370 N371 N394 N393 Stainless Steel 304 0.188
201 P293 N371 N372 N395 N394 Stainless Steel 304 0.188
202 P294 N372 N373 N396 N395 Stainless Steel 304 0.188
203 P295 N373 N374 N397 N396 Stainless Steel 304 0.188
204 P296 N374 N375 N398 N397 Stainless Steel 304 0.188
205 P297 N375 N376 N399 N398 Stainless Steel 304 0.188
206 P298 N376 N377 N400 N399 Stainless Steel 304 0.188
207 P299 N377 N378 N401 N400 Stainless Steel 304 0.188
208 P300 N378 N379 N402 N401 Stainless Steel 304 0.188
209 P301 N379 N380 N403 N402 Stainless Steel 304 0.188
210 P302 N380 N381 N404 N403 Stainless Steel 304 0.188
211 P303 N381 N382 N405 N404 Stainless Steel 304 0.188
212 P304 N382 N361 N384 N405 Stainless Steel 304 0.188
213 P279 N394A N395A N417 N416 gen_Steel 1
214 P280 N395A N396A N418 N417 gen_Steel 1
215 P281 N396A N397A N419 N418 gen_Steel 1
216 P282A N397A N398A N420 N419 gen_Steel 1
217 P283A N398A N399A N421 N420 gen_Steel 1
218 P284A N399A N400A N422 N421 gen_Steel 1
219 P285A N400A N401A N423 N422 gen_Steel 1
220 P286A N401A N402A N424 N423 gen_Steel 1
221 P287A N402A N403A N425 N424 gen_Steel 1
222 P288A N403A N404A N426 N425 gen_Steel 1
223 P289A N404A N405A N427 N426 gen_Steel 1
224 P290A N405A N406 N428 N427 gen_Steel 1
225 P291A N406 N407 N429 N428 gen_Steel 1
226 P292A N407 N408 N430 N429 gen_Steel 1
227 P293A N408 N409 N431 N430 gen_Steel 1
228 P294A N409 N410 N432 N431 gen_Steel 1
229 P295A N410 N411 N433 N432 gen_Steel 1
230 P296A N411 N412 N434 N433 gen_Steel 1
231 P297A N412 N413 N435 N434 gen_Steel 1
232 P298A N413 N414 N436 N435 gen_Steel 1
233 P299A N414 N415 N437 N436 gen_Steel 1
234 P300A N415 N394A N416 N437 gen_Steel 1
235 P301A N416 N417 N364A N363A gen_Steel 1
236 P302A N417 N418 N438 N364A gen_Steel 1
237 P303A N418 N419 N439 N438 gen_Steel 1
238 P304A N419 N420 N440 N439 gen_Steel 1
239 P305 N420 N421 N441 N440 gen_Steel 1
240 P306 N421 N422 N442 N441 gen_Steel 1
241 P307 N422 N423 N365A N442 gen_Steel 1
242 P308 N423 N424 N366A N365A gen_Steel 1
243 P309 N424 N425 N367A N366A gen_Steel 1
244 P310 N425 N426 N443 N367A gen_Steel 1
245 P311 N426 N427 N444 N443 gen_Steel 1
246 P312 N427 N428 N445 N444 gen_Steel 1
247 P313 N428 N429 N368A N445 gen_Steel 1
248 P314 N429 N430 N369A N368A gen_Steel 1
249 P315 N430 N431 N370A N369A gen_Steel 1
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 7
Plate Primary Data (Continued)
Label A Node B Node C Node D Node Material Thickness [in] 250 P316 N431 N432 N446 N370A gen_Steel 1
251 P317 N432 N433 N447 N446 gen_Steel 1
252 P318 N433 N434 N448 N447 gen_Steel 1
253 P319 N434 N435 N449 N448 gen_Steel 1
254 P320 N435 N436 N450 N449 gen_Steel 1
255 P321 N436 N437 N371A N450 gen_Steel 1
256 P322 N437 N416 N363A N371A gen_Steel 1
257 P323 N451 N452 N474 N473 gen_Steel 1
258 P324 N452 N453 N475 N474 gen_Steel 1
259 P325 N453 N454 N476 N475 gen_Steel 1
260 P326 N454 N455 N477 N476 gen_Steel 1
261 P327 N455 N456 N478 N477 gen_Steel 1
262 P328 N456 N457 N479 N478 gen_Steel 1
263 P329 N457 N458 N480 N479 gen_Steel 1
264 P330 N458 N459 N481 N480 gen_Steel 1
265 P331 N459 N460 N482 N481 gen_Steel 1
266 P332 N460 N461 N483 N482 gen_Steel 1
267 P333 N461 N462 N484 N483 gen_Steel 1
268 P334 N462 N463 N485 N484 gen_Steel 1
269 P335 N463 N464 N486 N485 gen_Steel 1
270 P336 N464 N465 N487 N486 gen_Steel 1
271 P337 N465 N466 N488 N487 gen_Steel 1
272 P338 N466 N467 N489 N488 gen_Steel 1
273 P339 N467 N468 N490 N489 gen_Steel 1
274 P340 N468 N469 N491 N490 gen_Steel 1
275 P341 N469 N470 N492 N491 gen_Steel 1
276 P342 N470 N471 N493 N492 gen_Steel 1
277 P343 N471 N472 N494 N493 gen_Steel 1
278 P344 N472 N451 N473 N494 gen_Steel 1
279 P345 N473 N474 N496 N495 gen_Steel 1
280 P346 N474 N475 N497 N496 gen_Steel 1
281 P347 N475 N476 N498 N497 gen_Steel 1
282 P348 N476 N477 N499 N498 gen_Steel 1
283 P349 N477 N478 N500 N499 gen_Steel 1
284 P350 N478 N479 N501 N500 gen_Steel 1
285 P351 N479 N480 N502 N501 gen_Steel 1
286 P352 N480 N481 N503 N502 gen_Steel 1
287 P353 N481 N482 N504 N503 gen_Steel 1
288 P354 N482 N483 N505 N504 gen_Steel 1
289 P355 N483 N484 N506 N505 gen_Steel 1
290 P356 N484 N485 N507 N506 gen_Steel 1
291 P357 N485 N486 N508 N507 gen_Steel 1
292 P358 N486 N487 N509 N508 gen_Steel 1
293 P359 N487 N488 N510 N509 gen_Steel 1
294 P360 N488 N489 N511 N510 gen_Steel 1
295 P361 N489 N490 N512 N511 gen_Steel 1
296 P362 N490 N491 N513 N512 gen_Steel 1
297 P363 N491 N492 N514 N513 gen_Steel 1
298 P364 N492 N493 N515 N514 gen_Steel 1
299 P365 N493 N494 N516 N515 gen_Steel 1
300 P366 N494 N473 N495 N516 gen_Steel 1
301 P367 N495 N496 N364A N363A gen_Steel 1
302 P368 N496 N497 N438 N364A gen_Steel 1
303 P369 N497 N498 N439 N438 gen_Steel 1
304 P370 N498 N499 N440 N439 gen_Steel 1
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 8
Plate Primary Data (Continued)
Label A Node B Node C Node D Node Material Thickness [in] 305 P371 N499 N500 N441 N440 gen_Steel 1
306 P372 N500 N501 N442 N441 gen_Steel 1
307 P373 N501 N502 N365A N442 gen_Steel 1
308 P374 N502 N503 N366A N365A gen_Steel 1
309 P375 N503 N504 N367A N366A gen_Steel 1
310 P376 N504 N505 N443 N367A gen_Steel 1
311 P377 N505 N506 N444 N443 gen_Steel 1
312 P378 N506 N507 N445 N444 gen_Steel 1
313 P379 N507 N508 N368A N445 gen_Steel 1
314 P380 N508 N509 N369A N368A gen_Steel 1
315 P381 N509 N510 N370A N369A gen_Steel 1
316 P382 N510 N511 N446 N370A gen_Steel 1
317 P383 N511 N512 N447 N446 gen_Steel 1
318 P384 N512 N513 N448 N447 gen_Steel 1
319 P385 N513 N514 N449 N448 gen_Steel 1
320 P386 N514 N515 N450 N449 gen_Steel 1
321 P387 N515 N516 N371A N450 gen_Steel 1
322 P388 N516 N495 N363A N371A gen_Steel 1
323 P389 N509A N510A N385 N384 Stainless Steel 304 0.188 324 P390 N510A N511A N386 N385 Stainless Steel 304 0.188 325 P391 N511A N512A N387 N386 Stainless Steel 304 0.188 326 P392 N512A N513A N388 N387 Stainless Steel 304 0.188 327 P393 N513A N514A N389 N388 Stainless Steel 304 0.188 328 P394 N514A N515A N390 N389 Stainless Steel 304 0.188 329 P395 N515A N516A N391 N390 Stainless Steel 304 0.188 330 P396 N516A N517 N392 N391 Stainless Steel 304 0.188 331 P397 N517 N518 N393 N392 Stainless Steel 304 0.188
332 P398 N518 N519 N394 N393 Stainless Steel 304 0.188
333 P399 N519 N520 N395 N394 Stainless Steel 304 0.188
334 P400 N520 N521 N396 N395 Stainless Steel 304 0.188
335 P401 N521 N522 N397 N396 Stainless Steel 304 0.188
336 P402 N522 N523 N398 N397 Stainless Steel 304 0.188
337 P403 N523 N524 N399 N398 Stainless Steel 304 0.188
338 P404 N524 N525 N400 N399 Stainless Steel 304 0.188
339 P405 N525 N526 N401 N400 Stainless Steel 304 0.188
340 P406 N526 N527 N402 N401 Stainless Steel 304 0.188
341 P407 N527 N528 N403 N402 Stainless Steel 304 0.188
342 P408 N528 N529 N404 N403 Stainless Steel 304 0.188
343 P409 N529 N530 N405 N404 Stainless Steel 304 0.188
344 P410 N530 N509A N384 N405 Stainless Steel 304 0.188 345 P411 N553 N554 N510A N509A Invisiwave 0.181
346 P412 N554 N555 N511A N510A Invisiwave 0.181
347 P413 N555 N556 N512A N511A Invisiwave 0.181
348 P414 N556 N557 N513A N512A Invisiwave 0.181
349 P415 N557 N558 N514A N513A Invisiwave 0.181
350 P416 N558 N559 N515A N514A Invisiwave 0.181
351 P417 N559 N560 N516A N515A Invisiwave 0.181
352 P418 N560 N561 N517 N516A Invisiwave 0.181
353 P419 N561 N562 N518 N517 Invisiwave 0.181
354 P420 N562 N563 N519 N518 Invisiwave 0.181
355 P421 N563 N564 N520 N519 Invisiwave 0.181
356 P422 N564 N565 N521 N520 Invisiwave 0.181
357 P423 N565 N566 N522 N521 Invisiwave 0.181
358 P424 N566 N567 N523 N522 Invisiwave 0.181
359 P425 N567 N568 N524 N523 Invisiwave 0.181
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 9
Plate Primary Data (Continued)
Label A Node B Node C Node D Node Material Thickness [in] 360 P426 N568 N569 N525 N524 Invisiwave 0.181
361 P427 N569 N570 N526 N525 Invisiwave 0.181
362 P428 N570 N571 N527 N526 Invisiwave 0.181
363 P429 N571 N572 N528 N527 Invisiwave 0.181
364 P430 N572 N573 N529 N528 Invisiwave 0.181
365 P431 N573 N574 N530 N529 Invisiwave 0.181
366 P432 N574 N553 N509A N530 Invisiwave 0.181
367 P433 N576 N577 N554 N553 Invisiwave 0.181
368 P434 N577 N578 N555 N554 Invisiwave 0.181
369 P435 N578 N579 N556 N555 Invisiwave 0.181
370 P436 N579 N580 N557 N556 Invisiwave 0.181
371 P437 N580 N581 N558 N557 Invisiwave 0.181
372 P438 N581 N582 N559 N558 Invisiwave 0.181
373 P439 N582 N583 N560 N559 Invisiwave 0.181
374 P440 N583 N584 N561 N560 Invisiwave 0.181
375 P441 N584 N585 N562 N561 Invisiwave 0.181
376 P442 N585 N586 N563 N562 Invisiwave 0.181
377 P443 N586 N587 N564 N563 Invisiwave 0.181
378 P444 N587 N588 N565 N564 Invisiwave 0.181
379 P445 N588 N589 N566 N565 Invisiwave 0.181
380 P446 N589 N590 N567 N566 Invisiwave 0.181
381 P447 N590 N591 N568 N567 Invisiwave 0.181
382 P448 N591 N592 N569 N568 Invisiwave 0.181
383 P449 N592 N593 N570 N569 Invisiwave 0.181
384 P450 N593 N594 N571 N570 Invisiwave 0.181
385 P451 N594 N595 N572 N571 Invisiwave 0.181
386 P452 N595 N596 N573 N572 Invisiwave 0.181
387 P453 N596 N597 N574 N573 Invisiwave 0.181
388 P454 N597 N576 N553 N574 Invisiwave 0.181
389 P455 N599 N600 N577 N576 Invisiwave 0.181
390 P456 N600 N601 N578 N577 Invisiwave 0.181
391 P457 N601 N602 N579 N578 Invisiwave 0.181
392 P458 N602 N603 N580 N579 Invisiwave 0.181
393 P459 N603 N604 N581 N580 Invisiwave 0.181
394 P460 N604 N605 N582 N581 Invisiwave 0.181
395 P461 N605 N606 N583 N582 Invisiwave 0.181
396 P462 N606 N607 N584 N583 Invisiwave 0.181
397 P463 N607 N608 N585 N584 Invisiwave 0.181
398 P464 N608 N609 N586 N585 Invisiwave 0.181
399 P465 N609 N610 N587 N586 Invisiwave 0.181
400 P466 N610 N611 N588 N587 Invisiwave 0.181
401 P467 N611 N612 N589 N588 Invisiwave 0.181
402 P468 N612 N613 N590 N589 Invisiwave 0.181
403 P469 N613 N614 N591 N590 Invisiwave 0.181
404 P470 N614 N615 N592 N591 Invisiwave 0.181
405 P471 N615 N616 N593 N592 Invisiwave 0.181
406 P472 N616 N617 N594 N593 Invisiwave 0.181
407 P473 N617 N618 N595 N594 Invisiwave 0.181
408 P474 N618 N619 N596 N595 Invisiwave 0.181
409 P475 N619 N620 N597 N596 Invisiwave 0.181
410 P476 N620 N599 N576 N597 Invisiwave 0.181
411 P477 N622 N623 N600 N599 Invisiwave 0.181
412 P478 N623 N624 N601 N600 Invisiwave 0.181
413 P479 N624 N625 N602 N601 Invisiwave 0.181
414 P480 N625 N626 N603 N602 Invisiwave 0.181
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 10
Plate Primary Data (Continued)
Label A Node B Node C Node D Node Material Thickness [in] 415 P481 N626 N627 N604 N603 Invisiwave 0.181
416 P482 N627 N628 N605 N604 Invisiwave 0.181
417 P483 N628 N629 N606 N605 Invisiwave 0.181
418 P484 N629 N630 N607 N606 Invisiwave 0.181
419 P485 N630 N631 N608 N607 Invisiwave 0.181
420 P486 N631 N632 N609 N608 Invisiwave 0.181
421 P487 N632 N633 N610 N609 Invisiwave 0.181
422 P488 N633 N634 N611 N610 Invisiwave 0.181
423 P489 N634 N635 N612 N611 Invisiwave 0.181
424 P490 N635 N636 N613 N612 Invisiwave 0.181
425 P491 N636 N637 N614 N613 Invisiwave 0.181
426 P492 N637 N638 N615 N614 Invisiwave 0.181
427 P493 N638 N639 N616 N615 Invisiwave 0.181
428 P494 N639 N640 N617 N616 Invisiwave 0.181
429 P495 N640 N641 N618 N617 Invisiwave 0.181
430 P496 N641 N642 N619 N618 Invisiwave 0.181
431 P497 N642 N643 N620 N619 Invisiwave 0.181
432 P498 N643 N622 N599 N620 Invisiwave 0.181
433 P499 N645 N646 N623 N622 Invisiwave 0.181
434 P500 N646 N647 N624 N623 Invisiwave 0.181
435 P501 N647 N648 N625 N624 Invisiwave 0.181
436 P502 N648 N649 N626 N625 Invisiwave 0.181
437 P503 N649 N650 N627 N626 Invisiwave 0.181
438 P504 N650 N651 N628 N627 Invisiwave 0.181
439 P505 N651 N652 N629 N628 Invisiwave 0.181
440 P506 N652 N653 N630 N629 Invisiwave 0.181
441 P507 N653 N654 N631 N630 Invisiwave 0.181
442 P508 N654 N655 N632 N631 Invisiwave 0.181
443 P509 N655 N656 N633 N632 Invisiwave 0.181
444 P510 N656 N657 N634 N633 Invisiwave 0.181
445 P511 N657 N658 N635 N634 Invisiwave 0.181
446 P512 N658 N659 N636 N635 Invisiwave 0.181
447 P513 N659 N660 N637 N636 Invisiwave 0.181
448 P514 N660 N661 N638 N637 Invisiwave 0.181
449 P515 N661 N662 N639 N638 Invisiwave 0.181
450 P516 N662 N663 N640 N639 Invisiwave 0.181
451 P517 N663 N664 N641 N640 Invisiwave 0.181
452 P518 N664 N665 N642 N641 Invisiwave 0.181
453 P519 N665 N666 N643 N642 Invisiwave 0.181
454 P520 N666 N645 N622 N643 Invisiwave 0.181
455 P521 N668 N669 N646 N645 Invisiwave 0.181
456 P522 N669 N670 N647 N646 Invisiwave 0.181
457 P523 N670 N671 N648 N647 Invisiwave 0.181
458 P524 N671 N672 N649 N648 Invisiwave 0.181
459 P525 N672 N673 N650 N649 Invisiwave 0.181
460 P526 N673 N674 N651 N650 Invisiwave 0.181
461 P527 N674 N675 N652 N651 Invisiwave 0.181
462 P528 N675 N676 N653 N652 Invisiwave 0.181
463 P529 N676 N677 N654 N653 Invisiwave 0.181
464 P530 N677 N678 N655 N654 Invisiwave 0.181
465 P531 N678 N679 N656 N655 Invisiwave 0.181
466 P532 N679 N680 N657 N656 Invisiwave 0.181
467 P533 N680 N681 N658 N657 Invisiwave 0.181
468 P534 N681 N682 N659 N658 Invisiwave 0.181
469 P535 N682 N683 N660 N659 Invisiwave 0.181
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 11
Plate Primary Data (Continued)
Label A Node B Node C Node D Node Material Thickness [in] 470 P536 N683 N684 N661 N660 Invisiwave 0.181
471 P537 N684 N685 N662 N661 Invisiwave 0.181
472 P538 N685 N686 N663 N662 Invisiwave 0.181
473 P539 N686 N687 N664 N663 Invisiwave 0.181
474 P540 N687 N688 N665 N664 Invisiwave 0.181
475 P541 N688 N689 N666 N665 Invisiwave 0.181
476 P542 N689 N668 N645 N666 Invisiwave 0.181
477 P543 N691 N692 N669 N668 Invisiwave 0.181
478 P544 N692 N693 N670 N669 Invisiwave 0.181
479 P545 N693 N694 N671 N670 Invisiwave 0.181
480 P546 N694 N695 N672 N671 Invisiwave 0.181
481 P547 N695 N696 N673 N672 Invisiwave 0.181
482 P548 N696 N697 N674 N673 Invisiwave 0.181
483 P549 N697 N698 N675 N674 Invisiwave 0.181
484 P550 N698 N699 N676 N675 Invisiwave 0.181
485 P551 N699 N700 N677 N676 Invisiwave 0.181
486 P552 N700 N701 N678 N677 Invisiwave 0.181
487 P553 N701 N702 N679 N678 Invisiwave 0.181
488 P554 N702 N703 N680 N679 Invisiwave 0.181
489 P555 N703 N704 N681 N680 Invisiwave 0.181
490 P556 N704 N705 N682 N681 Invisiwave 0.181
491 P557 N705 N706 N683 N682 Invisiwave 0.181
492 P558 N706 N707 N684 N683 Invisiwave 0.181
493 P559 N707 N708 N685 N684 Invisiwave 0.181
494 P560 N708 N709 N686 N685 Invisiwave 0.181
495 P561 N709 N710 N687 N686 Invisiwave 0.181
496 P562 N710 N711 N688 N687 Invisiwave 0.181
497 P563 N711 N712 N689 N688 Invisiwave 0.181
498 P564 N712 N691 N668 N689 Invisiwave 0.181
499 P565 N714 N715 N692 N691 Invisiwave 0.181
500 P566 N715 N716 N693 N692 Invisiwave 0.181
501 P567 N716 N717 N694 N693 Invisiwave 0.181
502 P568 N717 N718 N695 N694 Invisiwave 0.181
503 P569 N718 N719 N696 N695 Invisiwave 0.181
504 P570 N719 N720 N697 N696 Invisiwave 0.181
505 P571 N720 N721 N698 N697 Invisiwave 0.181
506 P572 N721 N722 N699 N698 Invisiwave 0.181
507 P573 N722 N723 N700 N699 Invisiwave 0.181
508 P574 N723 N724 N701 N700 Invisiwave 0.181
509 P575 N724 N725 N702 N701 Invisiwave 0.181
510 P576 N725 N726 N703 N702 Invisiwave 0.181
511 P577 N726 N727 N704 N703 Invisiwave 0.181
512 P578 N727 N728 N705 N704 Invisiwave 0.181
513 P579 N728 N729 N706 N705 Invisiwave 0.181
514 P580 N729 N730 N707 N706 Invisiwave 0.181
515 P581 N730 N731 N708 N707 Invisiwave 0.181
516 P582 N731 N732 N709 N708 Invisiwave 0.181
517 P583 N732 N733 N710 N709 Invisiwave 0.181
518 P584 N733 N734 N711 N710 Invisiwave 0.181
519 P585 N734 N735 N712 N711 Invisiwave 0.181
520 P586 N735 N714 N691 N712 Invisiwave 0.181
521 P587 N751 N752 N715 N714 Stainless Steel 304 0.188
522 P588 N752 N753 N716 N715 Stainless Steel 304 0.188
523 P589 N753 N754 N717 N716 Stainless Steel 304 0.188
524 P590 N754 N755 N718 N717 Stainless Steel 304 0.188
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 12
Plate Primary Data (Continued)
Label A Node B Node C Node D Node Material Thickness [in] 525 P591 N755 N756 N719 N718 Stainless Steel 304 0.188
526 P592 N756 N757 N720 N719 Stainless Steel 304 0.188
527 P593 N757 N758 N721 N720 Stainless Steel 304 0.188
528 P594 N758 N759 N722 N721 Stainless Steel 304 0.188
529 P595 N759 N760 N723 N722 Stainless Steel 304 0.188
530 P596 N760 N761 N724 N723 Stainless Steel 304 0.188
531 P597 N761 N762 N725 N724 Stainless Steel 304 0.188
532 P598 N762 N763 N726 N725 Stainless Steel 304 0.188
533 P599 N763 N764 N727 N726 Stainless Steel 304 0.188
534 P600 N764 N765 N728 N727 Stainless Steel 304 0.188
535 P601 N765 N766 N729 N728 Stainless Steel 304 0.188
536 P602 N766 N767 N730 N729 Stainless Steel 304 0.188
537 P603 N767 N768 N731 N730 Stainless Steel 304 0.188
538 P604 N768 N769 N732 N731 Stainless Steel 304 0.188
539 P605 N769 N770 N733 N732 Stainless Steel 304 0.188
540 P606 N770 N771 N734 N733 Stainless Steel 304 0.188
541 P607 N771 N772 N735 N734 Stainless Steel 304 0.188
542 P608 N772 N751 N714 N735 Stainless Steel 304 0.188
543 P631 N803 N804 N826 N825 gen_Steel 1
544 P632 N804 N805 N827 N826 gen_Steel 1
545 P633 N805 N806 N828 N827 gen_Steel 1
546 P634 N806 N807 N829 N828 gen_Steel 1
547 P635 N807 N808 N830 N829 gen_Steel 1
548 P636 N808 N809 N831 N830 gen_Steel 1
549 P637 N809 N810 N832 N831 gen_Steel 1
550 P638 N810 N811 N833 N832 gen_Steel 1
551 P639 N811 N812 N834 N833 gen_Steel 1
552 P640 N812 N813 N835 N834 gen_Steel 1
553 P641 N813 N814 N836 N835 gen_Steel 1
554 P642 N814 N815 N837 N836 gen_Steel 1
555 P643 N815 N816 N838 N837 gen_Steel 1
556 P644 N816 N817 N839 N838 gen_Steel 1
557 P645 N817 N818 N840 N839 gen_Steel 1
558 P646 N818 N819 N841 N840 gen_Steel 1
559 P647 N819 N820 N842 N841 gen_Steel 1
560 P648 N820 N821 N843 N842 gen_Steel 1
561 P649 N821 N822 N844 N843 gen_Steel 1
562 P650 N822 N823 N845 N844 gen_Steel 1
563 P651 N823 N824 N846 N845 gen_Steel 1
564 P652 N824 N803 N825 N846 gen_Steel 1
565 P653 N825 N826 N773 N772A gen_Steel 1
566 P654 N826 N827 N847 N773 gen_Steel 1
567 P655 N827 N828 N848 N847 gen_Steel 1
568 P656 N828 N829 N849 N848 gen_Steel 1
569 P657 N829 N830 N850 N849 gen_Steel 1
570 P658 N830 N831 N851 N850 gen_Steel 1
571 P659 N831 N832 N774 N851 gen_Steel 1
572 P660 N832 N833 N775 N774 gen_Steel 1
573 P661 N833 N834 N776 N775 gen_Steel 1
574 P662 N834 N835 N852 N776 gen_Steel 1
575 P663 N835 N836 N853 N852 gen_Steel 1
576 P664 N836 N837 N854 N853 gen_Steel 1
577 P665 N837 N838 N777 N854 gen_Steel 1
578 P666 N838 N839 N778 N777 gen_Steel 1
579 P667 N839 N840 N779 N778 gen_Steel 1
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 13
Plate Primary Data (Continued)
Label A Node B Node C Node D Node Material Thickness [in] 580 P668 N840 N841 N855 N779 gen_Steel 1
581 P669 N841 N842 N856 N855 gen_Steel 1
582 P670 N842 N843 N857 N856 gen_Steel 1
583 P671 N843 N844 N858 N857 gen_Steel 1
584 P672 N844 N845 N859 N858 gen_Steel 1
585 P673 N845 N846 N780 N859 gen_Steel 1
586 P674 N846 N825 N772A N780 gen_Steel 1
587 P675 N860 N861 N883 N882 gen_Steel 1
588 P676 N861 N862 N884 N883 gen_Steel 1
589 P677 N862 N863 N885 N884 gen_Steel 1
590 P678 N863 N864 N886 N885 gen_Steel 1
591 P679 N864 N865 N887 N886 gen_Steel 1
592 P680 N865 N866 N888 N887 gen_Steel 1
593 P681 N866 N867 N889 N888 gen_Steel 1
594 P682 N867 N868 N890 N889 gen_Steel 1
595 P683 N868 N869 N891 N890 gen_Steel 1
596 P684 N869 N870 N892 N891 gen_Steel 1
597 P685 N870 N871 N893 N892 gen_Steel 1
598 P686 N871 N872 N894 N893 gen_Steel 1
599 P687 N872 N873 N895 N894 gen_Steel 1
600 P688 N873 N874 N896 N895 gen_Steel 1
601 P689 N874 N875 N897 N896 gen_Steel 1
602 P690 N875 N876 N898 N897 gen_Steel 1
603 P691 N876 N877 N899 N898 gen_Steel 1
604 P692 N877 N878 N900 N899 gen_Steel 1
605 P693 N878 N879 N901 N900 gen_Steel 1
606 P694 N879 N880 N902 N901 gen_Steel 1
607 P695 N880 N881 N903 N902 gen_Steel 1
608 P696 N881 N860 N882 N903 gen_Steel 1
609 P697 N882 N883 N905 N904 gen_Steel 1
610 P698 N883 N884 N906 N905 gen_Steel 1
611 P699 N884 N885 N907 N906 gen_Steel 1
612 P700 N885 N886 N908 N907 gen_Steel 1
613 P701 N886 N887 N909 N908 gen_Steel 1
614 P702 N887 N888 N910 N909 gen_Steel 1
615 P703 N888 N889 N911 N910 gen_Steel 1
616 P704 N889 N890 N912 N911 gen_Steel 1
617 P705 N890 N891 N913 N912 gen_Steel 1
618 P706 N891 N892 N914 N913 gen_Steel 1
619 P707 N892 N893 N915 N914 gen_Steel 1
620 P708 N893 N894 N916 N915 gen_Steel 1
621 P709 N894 N895 N917 N916 gen_Steel 1
622 P710 N895 N896 N918 N917 gen_Steel 1
623 P711 N896 N897 N919 N918 gen_Steel 1
624 P712 N897 N898 N920 N919 gen_Steel 1
625 P713 N898 N899 N921 N920 gen_Steel 1
626 P714 N899 N900 N922 N921 gen_Steel 1
627 P715 N900 N901 N923 N922 gen_Steel 1
628 P716 N901 N902 N924 N923 gen_Steel 1
629 P717 N902 N903 N925 N924 gen_Steel 1
630 P718 N903 N882 N904 N925 gen_Steel 1
631 P719 N904 N905 N773 N772A gen_Steel 1
632 P720 N905 N906 N847 N773 gen_Steel 1
633 P721 N906 N907 N848 N847 gen_Steel 1
634 P722 N907 N908 N849 N848 gen_Steel 1
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 14
Plate Primary Data (Continued)
Label A Node B Node C Node D Node Material Thickness [in] 635 P723 N908 N909 N850 N849 gen_Steel 1
636 P724 N909 N910 N851 N850 gen_Steel 1
637 P725 N910 N911 N774 N851 gen_Steel 1
638 P726 N911 N912 N775 N774 gen_Steel 1
639 P727 N912 N913 N776 N775 gen_Steel 1
640 P728 N913 N914 N852 N776 gen_Steel 1
641 P729 N914 N915 N853 N852 gen_Steel 1
642 P730 N915 N916 N854 N853 gen_Steel 1
643 P731 N916 N917 N777 N854 gen_Steel 1
644 P732 N917 N918 N778 N777 gen_Steel 1
645 P733 N918 N919 N779 N778 gen_Steel 1
646 P734 N919 N920 N855 N779 gen_Steel 1
647 P735 N920 N921 N856 N855 gen_Steel 1
648 P736 N921 N922 N857 N856 gen_Steel 1
649 P737 N922 N923 N858 N857 gen_Steel 1
650 P738 N923 N924 N859 N858 gen_Steel 1
651 P739 N924 N925 N780 N859 gen_Steel 1
652 P740 N925 N904 N772A N780 gen_Steel 1
653 P763 N891A N892A N914A N913A Stainless Steel 304 0.188 654 P764 N892A N893A N915A N914A Stainless Steel 304 0.188 655 P765 N893A N894A N916A N915A Stainless Steel 304 0.188 656 P766 N894A N895A N917A N916A Stainless Steel 304 0.188 657 P767 N895A N896A N918A N917A Stainless Steel 304 0.188 658 P768 N896A N897A N919A N918A Stainless Steel 304 0.188 659 P769 N897A N898A N920A N919A Stainless Steel 304 0.188 660 P770 N898A N899A N921A N920A Stainless Steel 304 0.188 661 P771 N899A N900A N922A N921A Stainless Steel 304 0.188 662 P772 N900A N901A N923A N922A Stainless Steel 304 0.188 663 P773 N901A N902A N924A N923A Stainless Steel 304 0.188 664 P774 N902A N903A N925A N924A Stainless Steel 304 0.188 665 P775 N903A N904A N926 N925A Stainless Steel 304 0.188 666 P776 N904A N905A N927 N926 Stainless Steel 304 0.188 667 P777 N905A N906A N928 N927 Stainless Steel 304 0.188 668 P778 N906A N907A N929 N928 Stainless Steel 304 0.188 669 P779 N907A N908A N930 N929 Stainless Steel 304 0.188 670 P780 N908A N909A N931 N930 Stainless Steel 304 0.188 671 P781 N909A N910A N932 N931 Stainless Steel 304 0.188 672 P782 N910A N911A N933 N932 Stainless Steel 304 0.188 673 P783 N911A N912A N934 N933 Stainless Steel 304 0.188 674 P784 N912A N891A N913A N934 Stainless Steel 304 0.188 675 P785 N913A N914A N861A N860A Stainless Steel 304 0.188 676 P786 N914A N915A N935 N861A Stainless Steel 304 0.188 677 P787 N915A N916A N936 N935 Stainless Steel 304 0.188 678 P788 N916A N917A N937 N936 Stainless Steel 304 0.188 679 P789 N917A N918A N938 N937 Stainless Steel 304 0.188 680 P790 N918A N919A N939 N938 Stainless Steel 304 0.188 681 P791 N919A N920A N862A N939 Stainless Steel 304 0.188 682 P792 N920A N921A N863A N862A Stainless Steel 304 0.188 683 P793 N921A N922A N864A N863A Stainless Steel 304 0.188 684 P794 N922A N923A N940 N864A Stainless Steel 304 0.188 685 P795 N923A N924A N941 N940 Stainless Steel 304 0.188 686 P796 N924A N925A N942 N941 Stainless Steel 304 0.188 687 P797 N925A N926 N865A N942 Stainless Steel 304 0.188 688 P798 N926 N927 N866A N865A Stainless Steel 304 0.188 689 P799 N927 N928 N867A N866A Stainless Steel 304 0.188 Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 15
Plate Primary Data (Continued)
Label A Node B Node C Node D Node Material Thickness [in] 690 P800 N928 N929 N943 N867A Stainless Steel 304 0.188 691 P801 N929 N930 N944 N943 Stainless Steel 304 0.188
692 P802 N930 N931 N945 N944 Stainless Steel 304 0.188
693 P803 N931 N932 N946 N945 Stainless Steel 304 0.188
694 P804 N932 N933 N947 N946 Stainless Steel 304 0.188
695 P805 N933 N934 N868A N947 Stainless Steel 304 0.188 696 P806 N934 N913A N860A N868A Stainless Steel 304 0.188 697 P807 N948 N949 N971 N970 Stainless Steel 304 0.188
698 P808 N949 N950 N972 N971 Stainless Steel 304 0.188
699 P809 N950 N951 N973 N972 Stainless Steel 304 0.188
700 P810 N951 N952 N974 N973 Stainless Steel 304 0.188
701 P811 N952 N953 N975 N974 Stainless Steel 304 0.188
702 P812 N953 N954 N976 N975 Stainless Steel 304 0.188
703 P813 N954 N955 N977 N976 Stainless Steel 304 0.188
704 P814 N955 N956 N978 N977 Stainless Steel 304 0.188
705 P815 N956 N957 N979 N978 Stainless Steel 304 0.188
706 P816 N957 N958 N980 N979 Stainless Steel 304 0.188
707 P817 N958 N959 N981 N980 Stainless Steel 304 0.188
708 P818 N959 N960 N982 N981 Stainless Steel 304 0.188
709 P819 N960 N961 N983 N982 Stainless Steel 304 0.188
710 P820 N961 N962 N984 N983 Stainless Steel 304 0.188
711 P821 N962 N963 N985 N984 Stainless Steel 304 0.188
712 P822 N963 N964 N986 N985 Stainless Steel 304 0.188
713 P823 N964 N965 N987 N986 Stainless Steel 304 0.188
714 P824 N965 N966 N988 N987 Stainless Steel 304 0.188
715 P825 N966 N967 N989 N988 Stainless Steel 304 0.188
716 P826 N967 N968 N990 N989 Stainless Steel 304 0.188
717 P827 N968 N969 N991 N990 Stainless Steel 304 0.188
718 P828 N969 N948 N970 N991 Stainless Steel 304 0.188
719 P829 N970 N971 N993 N992 Stainless Steel 304 0.188
720 P830 N971 N972 N994 N993 Stainless Steel 304 0.188
721 P831 N972 N973 N995 N994 Stainless Steel 304 0.188
722 P832 N973 N974 N996 N995 Stainless Steel 304 0.188
723 P833 N974 N975 N997 N996 Stainless Steel 304 0.188
724 P834 N975 N976 N998 N997 Stainless Steel 304 0.188
725 P835 N976 N977 N999 N998 Stainless Steel 304 0.188
726 P836 N977 N978 N1000 N999 Stainless Steel 304 0.188 727 P837 N978 N979 N1001 N1000 Stainless Steel 304 0.188 728 P838 N979 N980 N1002 N1001 Stainless Steel 304 0.188 729 P839 N980 N981 N1003 N1002 Stainless Steel 304 0.188 730 P840 N981 N982 N1004 N1003 Stainless Steel 304 0.188 731 P841 N982 N983 N1005 N1004 Stainless Steel 304 0.188 732 P842 N983 N984 N1006 N1005 Stainless Steel 304 0.188 733 P843 N984 N985 N1007 N1006 Stainless Steel 304 0.188 734 P844 N985 N986 N1008 N1007 Stainless Steel 304 0.188 735 P845 N986 N987 N1009 N1008 Stainless Steel 304 0.188 736 P846 N987 N988 N1010 N1009 Stainless Steel 304 0.188 737 P847 N988 N989 N1011 N1010 Stainless Steel 304 0.188 738 P848 N989 N990 N1012 N1011 Stainless Steel 304 0.188 739 P849 N990 N991 N1013 N1012 Stainless Steel 304 0.188 740 P850 N991 N970 N992 N1013 Stainless Steel 304 0.188 741 P851 N992 N993 N861A N860A Stainless Steel 304 0.188 742 P852 N993 N994 N935 N861A Stainless Steel 304 0.188 743 P853 N994 N995 N936 N935 Stainless Steel 304 0.188
744 P854 N995 N996 N937 N936 Stainless Steel 304 0.188
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 16
Plate Primary Data (Continued)
Label A Node B Node C Node D Node Material Thickness [in] 745 P855 N996 N997 N938 N937 Stainless Steel 304 0.188
746 P856 N997 N998 N939 N938 Stainless Steel 304 0.188
747 P857 N998 N999 N862A N939 Stainless Steel 304 0.188 748 P858 N999 N1000 N863A N862A Stainless Steel 304 0.188 749 P859 N1000 N1001 N864A N863A Stainless Steel 304 0.188 750 P860 N1001 N1002 N940 N864A Stainless Steel 304 0.188 751 P861 N1002 N1003 N941 N940 Stainless Steel 304 0.188 752 P862 N1003 N1004 N942 N941 Stainless Steel 304 0.188 753 P863 N1004 N1005 N865A N942 Stainless Steel 304 0.188 754 P864 N1005 N1006 N866A N865A Stainless Steel 304 0.188 755 P865 N1006 N1007 N867A N866A Stainless Steel 304 0.188 756 P866 N1007 N1008 N943 N867A Stainless Steel 304 0.188 757 P867 N1008 N1009 N944 N943 Stainless Steel 304 0.188 758 P868 N1009 N1010 N945 N944 Stainless Steel 304 0.188 759 P869 N1010 N1011 N946 N945 Stainless Steel 304 0.188 760 P870 N1011 N1012 N947 N946 Stainless Steel 304 0.188 761 P871 N1012 N1013 N868A N947 Stainless Steel 304 0.188 762 P872 N1013 N992 N860A N868A Stainless Steel 304 0.188 763 P873 N948 N949 N1015 N1014 Stainless Steel 304 0.188 764 P874 N955 N956 N1017 N1016 Stainless Steel 304 0.188 765 P875 N956 N957 N1018 N1017 Stainless Steel 304 0.188 766 P876 N961 N962 N1020 N1019 Stainless Steel 304 0.188 767 P877 N962 N963 N1021 N1020 Stainless Steel 304 0.188 768 P878 N969 N948 N1014 N1022 Stainless Steel 304 0.188 769 P879 N1014 N1015 N1024 N1023 Stainless Steel 304 0.188 770 P880 N1016 N1017 N1026 N1025 Stainless Steel 304 0.188 771 P881 N1017 N1018 N1027 N1026 Stainless Steel 304 0.188 772 P882 N1019 N1020 N1029 N1028 Stainless Steel 304 0.188 773 P883 N1020 N1021 N1030 N1029 Stainless Steel 304 0.188 774 P884 N1022 N1014 N1023 N1031 Stainless Steel 304 0.188 775 P885 N1023 N1024 N1033 N1032 Stainless Steel 304 0.188 776 P886 N1025 N1026 N1040 N1039 Stainless Steel 304 0.188 777 P887 N1026 N1027 N1041 N1040 Stainless Steel 304 0.188 778 P888 N1028 N1029 N1046 N1045 Stainless Steel 304 0.188 779 P889 N1029 N1030 N1047 N1046 Stainless Steel 304 0.188 780 P890 N1031 N1023 N1032 N1053 Stainless Steel 304 0.188 781 P891 N1032 N1033 N752 N751 Stainless Steel 304 0.188 782 P892 N1033 N1034 N753 N752 Stainless Steel 304 0.188 783 P893 N1034 N1035 N754 N753 Stainless Steel 304 0.188 784 P894 N1035 N1036 N755 N754 Stainless Steel 304 0.188 785 P895 N1036 N1037 N756 N755 Stainless Steel 304 0.188 786 P896 N1037 N1038 N757 N756 Stainless Steel 304 0.188 787 P897 N1038 N1039 N758 N757 Stainless Steel 304 0.188 788 P898 N1039 N1040 N759 N758 Stainless Steel 304 0.188 789 P899 N1040 N1041 N760 N759 Stainless Steel 304 0.188 790 P900 N1041 N1042 N761 N760 Stainless Steel 304 0.188 791 P901 N1042 N1043 N762 N761 Stainless Steel 304 0.188 792 P902 N1043 N1044 N763 N762 Stainless Steel 304 0.188 793 P903 N1044 N1045 N764 N763 Stainless Steel 304 0.188 794 P904 N1045 N1046 N765 N764 Stainless Steel 304 0.188 795 P905 N1046 N1047 N766 N765 Stainless Steel 304 0.188 796 P906 N1047 N1048 N767 N766 Stainless Steel 304 0.188 797 P907 N1048 N1049 N768 N767 Stainless Steel 304 0.188 798 P908 N1049 N1050 N769 N768 Stainless Steel 304 0.188 799 P909 N1050 N1051 N770 N769 Stainless Steel 304 0.188 Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 17
Plate Primary Data (Continued)
Label A Node B Node C Node D Node Material Thickness [in] 800 P910 N1051 N1052 N771 N770 Stainless Steel 304 0.188 801 P911 N1052 N1053 N772 N771 Stainless Steel 304 0.188 802 P912 N1053 N1032 N751 N772 Stainless Steel 304 0.188 Member Point Loads (BLC 1 : DEAD)
Member Label Direction Magnitude [k, k-ft] Location [(in, %)] 1 M16 Y -0.09 %50
Member Point Loads (BLC 2 : WIND X)
Member Label Direction Magnitude [k, k-ft] Location [(in, %)] 1 M16 X -0.053 %50
Member Point Loads (BLC 3 : WIND Z)
Member Label Direction Magnitude [k, k-ft] Location [(in, %)] 1 M16 Z -0.053 %50
Plate Surface Loads (BLC 2 : WIND X)
Plate Label Direction Magnitude [ksf, F]
1 P389 PX -0.013
2 P390 PX -0.013
3 P391 PX -0.013
4 P392 PX -0.013
5 P393 PX -0.013
6 P394 PX -0.013
7 P395 PX -0.013
8 P396 PX -0.013
9 P397 PX -0.013
10 P398 PX -0.013
11 P399 PX -0.013
12 P411 PX -0.013
13 P412 PX -0.013
14 P413 PX -0.013
15 P414 PX -0.013
16 P415 PX -0.013
17 P416 PX -0.013
18 P417 PX -0.013
19 P418 PX -0.013
20 P419 PX -0.013
21 P420 PX -0.013
22 P421 PX -0.013
23 P433 PX -0.013
24 P434 PX -0.013
25 P435 PX -0.013
26 P436 PX -0.013
27 P437 PX -0.013
28 P438 PX -0.013
29 P439 PX -0.013
30 P440 PX -0.013
31 P441 PX -0.013
32 P442 PX -0.013
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 18
Plate Surface Loads (BLC 2 : WIND X) (Continued)
Plate Label Direction Magnitude [ksf, F]
33 P443 PX -0.013
34 P455 PX -0.013
35 P456 PX -0.013
36 P457 PX -0.013
37 P458 PX -0.013
38 P459 PX -0.013
39 P460 PX -0.013
40 P461 PX -0.013
41 P462 PX -0.013
42 P463 PX -0.013
43 P464 PX -0.013
44 P465 PX -0.013
45 P477 PX -0.013
46 P478 PX -0.013
47 P479 PX -0.013
48 P480 PX -0.013
49 P481 PX -0.013
50 P482 PX -0.013
51 P483 PX -0.013
52 P484 PX -0.013
53 P485 PX -0.013
54 P486 PX -0.013
55 P487 PX -0.013
56 P499 PX -0.013
57 P500 PX -0.013
58 P501 PX -0.013
59 P502 PX -0.013
60 P503 PX -0.013
61 P504 PX -0.013
62 P505 PX -0.013
63 P506 PX -0.013
64 P507 PX -0.013
65 P508 PX -0.013
66 P509 PX -0.013
67 P521 PX -0.013
68 P522 PX -0.013
69 P523 PX -0.013
70 P524 PX -0.013
71 P525 PX -0.013
72 P526 PX -0.013
73 P527 PX -0.013
74 P528 PX -0.013
75 P529 PX -0.013
76 P530 PX -0.013
77 P531 PX -0.013
78 P543 PX -0.013
79 P544 PX -0.013
80 P545 PX -0.013
81 P546 PX -0.013
82 P547 PX -0.013
83 P548 PX -0.013
84 P549 PX -0.013
85 P550 PX -0.013
86 P551 PX -0.013
87 P552 PX -0.013
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 19
Plate Surface Loads (BLC 2 : WIND X) (Continued)
Plate Label Direction Magnitude [ksf, F]
88 P553 PX -0.013
89 P565 PX -0.013
90 P566 PX -0.013
91 P567 PX -0.013
92 P568 PX -0.013
93 P569 PX -0.013
94 P570 PX -0.013
95 P571 PX -0.013
96 P572 PX -0.013
97 P573 PX -0.013
98 P574 PX -0.013
99 P575 PX -0.013
100 P587 PX -0.013
101 P588 PX -0.013
102 P589 PX -0.013
103 P590 PX -0.013
104 P591 PX -0.013
105 P592 PX -0.013
106 P593 PX -0.013
107 P594 PX -0.013
108 P595 PX -0.013
109 P596 PX -0.013
110 P597 PX -0.013
Plate Surface Loads (BLC 3 : WIND Z)
Plate Label Direction Magnitude [ksf, F]
1 P389 PZ -0.013
2 P390 PZ -0.013
3 P391 PZ -0.013
4 P392 PZ -0.013
5 P393 PZ -0.013
6 P394 PZ -0.013
7 P405 PZ -0.013
8 P406 PZ -0.013
9 P407 PZ -0.013
10 P408 PZ -0.013
11 P409 PZ -0.013
12 P410 PZ -0.013
13 P411 PZ -0.013
14 P412 PZ -0.013
15 P413 PZ -0.013
16 P414 PZ -0.013
17 P415 PZ -0.013
18 P416 PZ -0.013
19 P427 PZ -0.013
20 P428 PZ -0.013
21 P429 PZ -0.013
22 P430 PZ -0.013
23 P431 PZ -0.013
24 P432 PZ -0.013
25 P433 PZ -0.013
26 P434 PZ -0.013
27 P435 PZ -0.013
28 P436 PZ -0.013
29 P437 PZ -0.013
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 20
Plate Surface Loads (BLC 3 : WIND Z) (Continued)
Plate Label Direction Magnitude [ksf, F]
30 P438 PZ -0.013
31 P449 PZ -0.013
32 P450 PZ -0.013
33 P451 PZ -0.013
34 P452 PZ -0.013
35 P453 PZ -0.013
36 P454 PZ -0.013
37 P455 PZ -0.013
38 P456 PZ -0.013
39 P457 PZ -0.013
40 P458 PZ -0.013
41 P459 PZ -0.013
42 P460 PZ -0.013
43 P471 PZ -0.013
44 P472 PZ -0.013
45 P473 PZ -0.013
46 P474 PZ -0.013
47 P475 PZ -0.013
48 P476 PZ -0.013
49 P477 PZ -0.013
50 P478 PZ -0.013
51 P479 PZ -0.013
52 P480 PZ -0.013
53 P481 PZ -0.013
54 P482 PZ -0.013
55 P493 PZ -0.013
56 P494 PZ -0.013
57 P495 PZ -0.013
58 P496 PZ -0.013
59 P497 PZ -0.013
60 P498 PZ -0.013
61 P499 PZ -0.013
62 P500 PZ -0.013
63 P501 PZ -0.013
64 P502 PZ -0.013
65 P503 PZ -0.013
66 P504 PZ -0.013
67 P515 PZ -0.013
68 P516 PZ -0.013
69 P517 PZ -0.013
70 P518 PZ -0.013
71 P519 PZ -0.013
72 P520 PZ -0.013
73 P521 PZ -0.013
74 P522 PZ -0.013
75 P523 PZ -0.013
76 P524 PZ -0.013
77 P525 PZ -0.013
78 P526 PZ -0.013
79 P537 PZ -0.013
80 P538 PZ -0.013
81 P539 PZ -0.013
82 P540 PZ -0.013
83 P541 PZ -0.013
84 P542 PZ -0.013
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 21
Plate Surface Loads (BLC 3 : WIND Z) (Continued)
Plate Label Direction Magnitude [ksf, F]
85 P543 PZ -0.013
86 P544 PZ -0.013
87 P545 PZ -0.013
88 P546 PZ -0.013
89 P547 PZ -0.013
90 P548 PZ -0.013
91 P559 PZ -0.013
92 P560 PZ -0.013
93 P561 PZ -0.013
94 P562 PZ -0.013
95 P563 PZ -0.013
96 P564 PZ -0.013
97 P565 PZ -0.013
98 P566 PZ -0.013
99 P567 PZ -0.013
100 P568 PZ -0.013
101 P569 PZ -0.013
102 P570 PZ -0.013
103 P581 PZ -0.013
104 P582 PZ -0.013
105 P583 PZ -0.013
106 P584 PZ -0.013
107 P585 PZ -0.013
108 P586 PZ -0.013
109 P587 PZ -0.013
110 P588 PZ -0.013
111 P589 PZ -0.013
112 P590 PZ -0.013
113 P591 PZ -0.013
114 P592 PZ -0.013
115 P603 PZ -0.013
116 P604 PZ -0.013
117 P605 PZ -0.013
118 P606 PZ -0.013
119 P607 PZ -0.013
120 P608 PZ -0.013
Load Combinations
Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor 1 Deflection 1 Yes Y 1 1
2 Deflection 2 Yes Y LL 1
3 Deflection 3 Yes Y 1 1 LL 1
4 IBC 16-8 Yes Y 1 1
5 IBC 16-9 Yes Y 1 1 LL 1
6 1.2D + 1.0Wo (0º) Yes Y 1 1.2 2 1 3
7 1.2D + 1.0Wo (30º) Yes Y 1 1.2 2 0.866 3 0.5
8 1.2D + 1.0Wo (45º) Yes Y 1 1.2 2 0.707 3 0.707
9 1.2D + 1.0Wo (60º) Yes Y 1 1.2 2 0.5 3 0.866
10 1.2D + 1.0Wo (90º) Yes Y 1 1.2 2 3 1
11 1.2D + 1.0Wo (120º)Yes Y 1 1.2 2 -0.5 3 0.866
12 1.2D + 1.0Wo (135º)Yes Y 1 1.2 2 -0.707 3 0.707
13 1.2D + 1.0Wo (150º)Yes Y 1 1.2 2 -0.866 3 0.5
14 1.2D + 1.0Wo (180º)Yes Y 1 1.2 2 -1 3
15 1.2D + 1.0Wo (210º)Yes Y 1 1.2 2 -0.866 3 -0.5
16 1.2D + 1.0Wo (225º)Yes Y 1 1.2 2 -0.707 3 -0.707
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 22
Load Combinations (Continued)
Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor 17 1.2D + 1.0Wo (240º)Yes Y 1 1.2 2 -0.5 3 -0.866
18 1.2D + 1.0Wo (270º)Yes Y 1 1.2 2 3 -1
19 1.2D + 1.0Wo (330º)Yes Y 1 1.2 2 0.5 3 -0.866
20 1.2D + 1.0Wo (315º)Yes Y 1 1.2 2 0.707 3 -0.707
21 1.2D + 1.0Wo (330º)Yes Y 1 1.2 2 0.866 3 -0.5
22 ***ICE***
23 1.2D + 1.0Di + 1.0Wi (0º)Yes Y 1 1.2 4 1 5 1 6
24 1.2D + 1.0Di + 1.0Wi (30º)Yes Y 1 1.2 4 1 5 0.866 6 0.5 25 1.2D + 1.0Di + 1.0Wi (45º)Yes Y 1 1.2 4 1 5 0.707 6 0.707 26 1.2D + 1.0Di + 1.0Wi (60º)Yes Y 1 1.2 4 1 5 0.5 6 0.866 27 1.2D + 1.0Di + 1.0Wi (90º)Yes Y 1 1.2 4 1 5 6 1
281.2D + 1.0Di + 1.0Wi (120º)Yes Y 1 1.2 4 1 5 -0.5 6 0.866 291.2D + 1.0Di + 1.0Wi (135º)Yes Y 1 1.2 4 1 5 -0.707 6 0.707 301.2D + 1.0Di + 1.0Wi (150º)Yes Y 1 1.2 4 1 5 -0.866 6 0.5 311.2D + 1.0Di + 1.0Wi (180º)Yes Y 1 1.2 4 1 5 -1 6
321.2D + 1.0Di + 1.0Wi (210º)Yes Y 1 1.2 4 1 5 -0.866 6 -0.5 331.2D + 1.0Di + 1.0Wi (225º)Yes Y 1 1.2 4 1 5 -0.707 6 -0.707 341.2D + 1.0Di + 1.0Wi (240º)Yes Y 1 1.2 4 1 5 -0.5 6 -0.866 351.2D + 1.0Di + 1.0Wi (270º)Yes Y 1 1.2 4 1 5 6 -1
361.2D + 1.0Di + 1.0Wi (300º)Yes Y 1 1.2 4 1 5 0.5 6 -0.866 371.2D + 1.0Di + 1.0Wi (315º)Yes Y 1 1.2 4 1 5 0.707 6 -0.707 381.2D + 1.0Di + 1.0Wi (330º)Yes Y 1 1.2 4 1 5 0.866 6 -0.5 Envelope Node Reactions
Node Label X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N2 max 0.017 14 0.039 18 0.007 10 0 38 0 38 0 38
2 min -0.017 6 -0.03 10 -0.108 18 0 1 0 1 0 1
3 N3 max 0.017 13 0.131 17 0.03 13 0 38 0 38 0 38
4 min -0.034 21 -0.049 9 -0.079 21 0 1 0 1 0 1
5 N9 max 0.021 19 0.141 14 0.019 12 0 38 0 38 0 38
6 min -0.051 11 -0.068 6 -0.007 20 0 1 0 1 0 1
7 N10 max 0.022 21 0.043 13 0.077 14 0 38 0 38 0 38
8 min -0.078 13 -0.042 21 -0.028 6 0 1 0 1 0 1
9 N11 max 0.014 6 0.1 11 0.073 15 0 38 0 38 0 38
10 min -0.037 14 -0.04 19 -0.033 7 0 1 0 1 0 1
11 N15 max 0.038 21 0.101 9 0.076 21 0 38 0 38 0 38
12 min -0.015 13 -0.039 17 -0.037 13 0 1 0 1 0 1
13 N16 max 0.074 7 0.044 7 0.075 6 0 38 0 38 0 38
14 min -0.018 15 -0.043 15 -0.026 14 0 1 0 1 0 1
15 N17 max 0.048 10 0.142 6 0.018 9 0 38 0 38 0 38
16 min -0.018 18 -0.069 14 -0.006 17 0 1 0 1 0 1
17 N23 max 0.034 15 0.13 19 0.029 7 0 38 0 38 0 38
18 min -0.016 7 -0.051 11 -0.079 15 0 1 0 1 0 1
19 Totals: max 0.103 6 0.22 10 0.103 10
20 min -0.103 14 0 2 -0.103 18
Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks MemberShapeCode CheckLoc[in]LC Shear CheckLoc[in]LC phi*Pnc [k]phi*Pnt [k]phi*Mn y-y [k-ft]phi*Mn z-z [k-ft] Cb Eqn 1 M16 PIPE_3.00.026 0 6 0.004 17.1356 62.302 65.205 5.749 5.749 1 H1-1b Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 23
Envelope Plate Principal Stresses
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 1 P202 max T 0.814 21 0.396 21 0.531 13 1.82 6 1.772 13 2 min -0.983 13 -2.046 13 0 2 -0.715 7 0 2
3 max B 2.089 13 0.98 13 0.555 13 2.036 17 1.811 13
4 min -0.395 21 -0.858 21 0 2 -0.365 18 0 2
5 P216 max T 0.723 10 0.277 11 0.562 18 1.992 13 1.738 18 6 min -0.884 19 -2.002 18 0 2 -0.362 14 0 2
7 max B 2.064 18 0.902 19 0.593 18 1.903 6 1.794 18
8 min -0.294 11 -0.798 10 0 2 -0.69 7 0 2
9 P195 max T 0.721 10 0.268 10 0.562 18 2.139 13 1.736 18 10 min -0.876 18 -2 18 0 2 -0.428 14 0 2
11 max B 2.061 18 0.873 18 0.594 18 2.287 7 1.791 18
12 min -0.269 10 -0.797 10 0 2 -0.391 8 0 2
13 P209 max T 0.711 15 0.314 15 0.518 7 2.103 18 1.672 7 14 min -0.892 7 -1.929 7 0 2 -0.358 19 0 2
15 max B 1.963 7 0.886 7 0.539 7 2.222 13 1.703 7
16 min -0.307 15 -0.748 15 0 2 -0.175 14 0 2
17 P203 max T 0.688 20 0.272 20 0.522 12 1.934 6 1.666 12 18 min -0.876 12 -1.921 12 0 2 -0.709 7 0 2
19 max B 1.954 12 0.856 12 0.553 13 1.922 17 1.696 12
20 min -0.268 19 -0.73 20 0 2 -0.349 18 0 2
21 P208 max T 0.701 16 0.326 16 0.505 8 1.936 18 1.669 8 22 min -0.918 8 -1.927 8 0 2 -0.3 19 0 2
23 max B 1.955 8 0.902 8 0.527 8 2.286 13 1.695 8
24 min -0.326 16 -0.743 16 0 2 -0.239 14 0 2
25 P59 max T 1.57 7 0.471 7 0.55 7 2.35 12 1.396 7
26 min -0.279 15 -0.828 15 0 2 -0.552 13 0 2
27 max B 0.891 15 0.261 15 0.67 7 2.299 18 1.6 7
28 min -0.431 7 -1.771 7 0 2 -0.381 19 0 2
29 P52 max T 1.554 13 0.466 13 0.544 13 2.04 17 1.381 13 30 min -0.272 21 -0.816 21 0 2 -0.678 18 0 2
31 max B 0.89 21 0.255 21 0.672 13 2.322 8 1.599 13
32 min -0.425 13 -1.769 13 0 2 -0.449 9 0 2
33 P45 max T 1.504 18 0.427 17 0.542 18 2.117 6 1.344 18 34 min -0.173 9 -0.604 10 0 2 -0.698 7 0 2
35 max B 0.618 10 0.172 10 0.662 18 2.195 12 1.557 18
36 min -0.391 18 -1.716 18 0 2 -0.741 13 0 2
37 P66 max T 1.505 18 0.425 19 0.542 18 2.065 6 1.345 18 38 min -0.187 10 -0.611 10 0 2 -0.783 7 0 2
39 max B 0.624 10 0.184 10 0.662 18 2.322 13 1.557 18
40 min -0.391 18 -1.715 18 0 2 -0.388 14 0 2
41 P58 max T 1.484 7 0.399 8 0.551 7 2.294 12 1.335 7
42 min -0.198 16 -0.789 15 0 2 -0.66 13 0 2
43 max B 0.819 15 0.18 16 0.652 7 2.074 18 1.519 7
44 min -0.364 7 -1.668 7 0 2 -0.368 19 0 2
45 P53 max T 1.475 13 0.4 12 0.544 13 2.123 17 1.325 13 46 min -0.207 20 -0.789 21 0 2 -0.508 18 0 2
47 max B 0.825 21 0.183 20 0.653 13 2.189 7 1.519 13
48 min -0.361 13 -1.667 13 0 2 -0.69 8 0 2
49 P173 max T 0.608 10 0.191 10 0.427 19 2.214 13 1.299 18 50 min -0.653 18 -1.495 18 0 2 -0.351 14 0 2
51 max B 1.535 18 0.663 18 0.446 19 2.158 6 1.333 18
52 min -0.202 10 -0.665 10 0 2 -0.574 7 0 2
53 P194 max T 0.608 10 0.192 10 0.42 18 2.337 14 1.298 18 54 min -0.655 18 -1.495 18 0 2 -0.554 15 0 2
55 max B 1.535 18 0.665 18 0.435 18 2.351 7 1.333 18
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 24
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 56 min -0.203 10 -0.664 10 0 2 -0.547 8 0 2
57 P181 max T 0.585 21 0.207 20 0.399 13 2.176 6 1.249 13 58 min -0.664 12 -1.439 13 0 2 -0.68 7 0 2
59 max B 1.467 13 0.657 12 0.417 13 2.309 17 1.275 13
60 min -0.209 20 -0.629 21 0 2 -0.145 18 0 2
61 P180 max T 0.602 21 0.262 21 0.374 12 2.133 7 1.255 13 62 min -0.717 13 -1.449 13 0 2 -0.774 8 0 2
63 max B 1.455 13 0.719 13 0.377 12 1.909 17 1.26 13
64 min -0.261 21 -0.621 21 0 2 -0.544 18 0 2
65 P186 max T 0.554 15 0.231 16 0.365 7 1.764 18 1.211 7 66 min -0.682 8 -1.398 7 0 2 -0.736 19 0 2
67 max B 1.412 7 0.676 8 0.374 7 2.273 13 1.223 7
68 min -0.233 16 -0.585 15 0 2 -0.515 14 0 2
69 P187 max T 0.55 15 0.226 15 0.37 8 2.217 18 1.205 7
70 min -0.67 7 -1.392 7 0 2 -0.224 19 0 2
71 max B 1.408 8 0.672 7 0.376 8 2.276 12 1.22 8
72 min -0.228 15 -0.574 16 0 2 -0.594 13 0 2
73 P151 max T 0.572 10 0.108 10 0.429 19 2.224 13 1.104 18 74 min -0.41 18 -1.251 18 0 2 -0.414 14 0 2
75 max B 1.289 18 0.422 18 0.45 19 2.244 6 1.138 18
76 min -0.121 10 -0.627 10 0 2 -0.496 7 0 2
77 P172 max T 0.571 10 0.109 10 0.419 18 2.208 14 1.103 18 78 min -0.412 18 -1.25 18 0 2 -0.621 15 0 2
79 max B 1.288 18 0.423 18 0.433 18 2.314 7 1.137 18
80 min -0.121 10 -0.626 10 0 2 -0.616 8 0 2
81 P288A max T 1.155 21 0.202 19 0.685 13 2.356 11 1.508 13 82 min -0.299 11 -1.616 13 0 2 -0.749 10 0 2
83 max B 1.236 13 0.292 11 0.492 13 2.343 21 1.131 13
84 min -0.2 19 -1.045 21 0 2 -0.769 20 0 2
85 P159 max T 0.526 21 0.125 20 0.389 13 2.21 6 1.042 13 86 min -0.424 12 -1.184 13 0 2 -0.686 7 0 2
87 max B 1.214 13 0.42 12 0.406 13 2.295 16 1.071 13
88 min -0.13 20 -0.578 21 0 2 -0.727 17 0 2
89 P284A max T 1.069 21 0.232 6 0.575 13 2.3 8 1.322 13 90 min -0.323 14 -1.445 13 0 2 -0.749 7 0 2
91 max B 1.155 13 0.267 14 0.454 13 2.308 15 1.053 13
92 min -0.213 6 -0.985 21 0 2 -0.766 14 0 2
93 P158 max T 0.528 21 0.153 21 0.361 12 2.257 8 1.019 13 94 min -0.456 13 -1.168 13 0 2 -0.717 9 0 2
95 max B 1.172 12 0.453 13 0.363 12 1.945 17 1.024 12
96 min -0.149 20 -0.543 21 0 2 -0.594 18 0 2
97 P164 max T 0.483 15 0.14 16 0.353 7 2.308 19 0.989 7 98 min -0.437 8 -1.131 7 0 2 -0.696 20 0 2
99 max B 1.141 7 0.434 8 0.357 7 2.267 13 0.998 7
100 min -0.144 16 -0.514 15 0 2 -0.553 14 0 2
101 P165 max T 0.477 16 0.138 15 0.351 8 2.235 18 0.979 8 102 min -0.43 7 -1.119 8 0 2 -0.279 19 0 2
103 max B 1.137 8 0.433 7 0.357 8 2.231 11 0.995 8
104 min -0.143 15 -0.505 16 0 2 -0.76 12 0 2
105 P858 max T 0.096 13 0.038 12 0.293 20 2.219 13 0.989 21 106 min -0.561 21 -1.142 21 0 2 -0.503 14 0 2
107 max B 1.086 21 0.57 21 0.259 20 1.958 11 0.941 21
108 min -0.03 13 -0.055 13 0 2 -0.753 12 0 2
109 P292A max T 0.943 15 0.126 17 0.588 7 2.34 12 1.247 7 110 min -0.173 9 -1.307 7 0 2 -0.368 11 0 2
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 25
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 111 max B 0.998 7 0.204 9 0.415 7 2.298 21 0.926 7
112 min -0.134 17 -0.872 15 0 2 -0.776 20 0 2
113 P872 max T 0.032 18 0 2 0.32 10 1.754 20 0.974 11
114 min -0.487 11 -1.121 11 0 2 -0.452 21 0 2
115 max B 1.054 11 0.48 11 0.287 11 2.057 17 0.914 11
116 min 0 2 0 2 0 2 -0.459 18 0 2
117 P171 max T 0.388 11 0 2 0.469 19 2.324 15 0.901 19
118 min 0 2 -0.858 19 0 2 -0.782 16 0 2
119 max B 0.875 18 0.008 14 0.469 18 2.274 9 0.908 18
120 min -0.009 8 -0.414 10 0 2 -0.734 10 0 2
121 P152 max T 0.384 10 0 2 0.462 18 2.302 10 0.891 18
122 min 0 2 -0.855 18 0 2 -0.775 11 0 2
123 max B 0.875 18 0.02 6 0.468 18 2.307 18 0.907 18
124 min -0.013 12 -0.415 10 0 2 -0.782 19 0 2
125 P851 max T 0.033 18 0 2 0.327 11 2.333 21 0.966 10
126 min -0.47 10 -1.111 10 0 2 -0.378 6 0 2
127 max B 1.039 10 0.475 10 0.282 10 1.709 15 0.901 10
128 min 0 2 0 2 0 2 0 2 0 2
129 P864 max T 0.017 7 0 8 0.288 16 1.683 8 0.933 16
130 min -0.5 16 -1.076 16 0 2 0 2 0 2
131 max B 1.032 16 0.524 16 0.254 16 1.805 6 0.894 16
132 min 0 2 -0.001 7 0 2 0 2 0 2
133 P865 max T 0.021 8 0 2 0.289 16 2.061 9 0.93 16
134 min -0.496 16 -1.073 16 0 2 -0.349 10 0 2
135 max B 1.023 16 0.506 16 0.258 16 1.601 16 0.886 16
136 min 0 2 -0.003 8 0 2 0 2 0 2
137 P294A max T 0.912 15 0.153 14 0.533 7 2.313 10 1.163 7 138 min -0.198 6 -1.24 7 0 2 -0.767 9 0 2
139 max B 0.957 7 0.194 6 0.39 7 2.241 18 0.882 7
140 min -0.152 14 -0.82 15 0 2 -0.758 17 0 2
141 P157 max T 0.403 21 0 2 0.466 13 2.243 9 0.895 13
142 min 0 2 -0.852 13 0 2 -0.776 10 0 2
143 max B 0.821 13 0.01 9 0.455 13 2.144 18 0.869 13
144 min -0.005 18 -0.379 21 0 2 -0.731 19 0 2
145 P859 max T 0.009 12 0 2 0.298 20 2.196 13 0.895 20
146 min -0.44 19 -1.029 20 0 2 -0.706 14 0 2
147 max B 0.985 20 0.461 19 0.263 20 1.701 8 0.854 20
148 min 0 2 0 2 0 2 0 2 0 2
149 P280 max T 0.712 10 0.11 9 0.523 18 2.356 19 1.12 18 150 min -0.152 17 -1.18 18 0 2 -0.765 18 0 2
151 max B 0.91 18 0.15 17 0.387 18 2.326 11 0.85 18
152 min -0.109 9 -0.715 10 0 2 -0.742 10 0 2
153 P30 max T 0.767 14 0.189 12 0.319 14 2.11 17 0.712 14 154 min -0.08 20 -0.415 6 0 2 -0.749 18 0 2
155 max B 0.455 21 0.074 21 0.377 14 2.259 8 0.836 13
156 min -0.171 12 -0.908 13 0 2 -0.587 9 0 2
157 P37 max T 0.779 6 0.188 8 0.327 6 2.337 11 0.724 6
158 min -0.078 16 -0.426 14 0 2 -0.631 12 0 2
159 max B 0.453 15 0.073 16 0.376 6 2.288 18 0.834 7
160 min -0.173 8 -0.906 7 0 2 -0.47 19 0 2
161 P300A max T 0.74 10 0.17 11 0.541 18 2.273 7 1.181 18 162 min -0.196 19 -1.26 18 0 2 0 2 0 2
163 max B 0.915 18 0.233 19 0.35 18 2.272 15 0.829 18
164 min -0.166 11 -0.741 10 0 2 -0.612 14 0 2
165 P166 max T 0.343 15 0 2 0.427 7 2.331 17 0.821 7
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 26
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 166 min -0.001 12 -0.784 7 0 2 -0.568 18 0 2
167 max B 0.787 8 0.009 12 0.427 7 2.323 9 0.822 7
168 min -0.005 18 -0.348 16 0 2 -0.771 10 0 2
169 P160 max T 0.331 20 0 2 0.41 12 2.341 20 0.808 12
170 min 0 16 -0.795 12 0 2 -0.772 21 0 2
171 max B 0.807 13 0.007 16 0.414 12 2.344 12 0.817 13
172 min -0.005 6 -0.377 21 0 2 -0.777 13 0 2
173 P163 max T 0.334 16 0 2 0.408 8 2.348 6 0.803 8
174 min -0.001 19 -0.788 8 0 2 -0.77 7 0 2
175 max B 0.774 7 0.004 19 0.404 8 2.27 14 0.791 7
176 min 0 14 -0.347 15 0 2 -0.772 15 0 2
177 P23 max T 0.727 17 0.206 18 0.301 16 2.076 21 0.665 17 178 min -0.067 10 -0.321 9 0 2 -0.778 6 0 2
179 max B 0.299 10 0.066 10 0.345 17 2.245 12 0.786 18
180 min -0.19 18 -0.863 18 0 2 -0.714 13 0 2
181 P44 max T 0.728 19 0.205 18 0.301 20 2.262 7 0.667 19 182 min -0.065 10 -0.33 11 0 2 -0.743 8 0 2
183 max B 0.302 10 0.065 10 0.343 19 2.244 13 0.784 18
184 min -0.19 18 -0.862 18 0 2 -0.547 14 0 2
185 P238 max T 0.919 18 0.351 18 0.298 19 2.151 15 0.803 18 186 min -0.111 10 -0.568 10 0 2 -0.575 14 0 2
187 max B 0.518 11 0.098 10 0.286 19 2.149 8 0.779 19
188 min -0.341 18 -0.888 19 0 2 -0.724 7 0 2
189 P217 max T 0.918 18 0.351 18 0.302 19 2.025 15 0.808 19 190 min -0.111 10 -0.577 11 0 2 -0.759 14 0 2
191 max B 0.501 10 0.097 10 0.264 18 2.035 7 0.758 18
192 min -0.341 18 -0.869 18 0 2 -0.654 6 0 2
193 P291 max T 0.294 21 0.012 18 0.341 13 2.223 6 0.716 13 194 min -0.067 12 -0.746 13 0 2 -0.533 7 0 2
195 max B 0.726 13 0.003 38 0.394 13 2.019 17 0.758 13
196 min 0 2 -0.279 21 0 2 0 2 0 2
197 P36 max T 0.662 7 0.206 7 0.23 8 2.353 13 0.588 8
198 min -0.082 16 -0.359 15 0 2 -0.504 14 0 2
199 max B 0.398 15 0.081 16 0.317 7 2.158 18 0.75 7
200 min -0.193 7 -0.828 7 0 2 -0.5 19 0 2
201 P193 max T 0.337 11 0 2 0.38 19 2.001 14 0.752 19
202 min -0.006 15 -0.744 19 0 2 -0.586 15 0 2
203 max B 0.745 18 0.007 15 0.377 18 2.309 8 0.749 18
204 min 0 2 -0.347 10 0 2 -0.663 9 0 2
205 P31 max T 0.657 13 0.206 13 0.227 12 2.351 17 0.582 13 206 min -0.082 21 -0.358 21 0 2 -0.471 18 0 2
207 max B 0.4 21 0.081 21 0.317 13 2.234 7 0.749 13
208 min -0.192 13 -0.827 13 0 2 -0.71 8 0 2
209 P174 max T 0.322 10 0 2 0.37 18 2.274 12 0.734 18
210 min -0.004 6 -0.728 18 0 2 -0.36 13 0 2
211 max B 0.744 18 0.004 21 0.376 18 2.333 6 0.748 18
212 min 0 2 -0.347 10 0 2 0 2 0 2
213 P131 max T 0.332 10 0.052 10 0.317 18 2.286 11 0.685 18 214 min -0.094 18 -0.728 18 0 2 -0.715 10 0 2
215 max B 0.778 18 0.083 18 0.348 18 2.338 20 0.74 18
216 min -0.052 10 -0.333 10 0 2 -0.773 19 0 2
217 P120 max T 0.363 21 0.052 20 0.287 13 2.345 13 0.642 13 218 min -0.12 12 -0.693 13 0 2 -0.775 12 0 2
219 max B 0.788 13 0.112 12 0.34 13 2.346 19 0.74 13
220 min -0.047 20 -0.413 21 0 2 -0.344 18 0 2
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 27
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 221 P112 max T 0.325 10 0.049 10 0.317 18 2.33 19 0.686 18 222 min -0.094 18 -0.728 18 0 2 -0.763 18 0 2
223 max B 0.777 18 0.083 18 0.347 18 2.275 10 0.739 18
224 min -0.05 10 -0.324 10 0 2 -0.739 9 0 2
225 P179 max T 0.364 21 0 2 0.381 13 1.909 8 0.757 13
226 min -0.003 23 -0.752 13 0 2 -0.647 9 0 2
227 max B 0.731 13 0.004 9 0.373 13 2.343 18 0.738 13
228 min 0 2 -0.348 21 0 2 -0.545 19 0 2
229 P117 max T 0.388 20 0.062 21 0.31 12 2.313 21 0.676 12 230 min -0.106 13 -0.721 13 0 2 -0.768 20 0 2
231 max B 0.775 13 0.097 13 0.339 13 2.354 14 0.732 13
232 min -0.062 21 -0.401 21 0 2 -0.746 13 0 2
233 P126 max T 0.389 16 0.063 15 0.309 8 2.332 9 0.676 8 234 min -0.11 7 -0.722 7 0 2 -0.776 8 0 2
235 max B 0.773 7 0.1 7 0.337 7 2.324 15 0.728 7
236 min -0.063 15 -0.399 15 0 2 -0.717 14 0 2
237 P123 max T 0.36 15 0.05 16 0.287 7 2.355 15 0.642 7 238 min -0.123 8 -0.694 7 0 2 -0.719 14 0 2
239 max B 0.775 7 0.116 9 0.333 7 0.989 12 0.726 7
240 min -0.045 16 -0.396 15 0 2 -0.782 11 0 2
241 P269 max T 0.224 21 0 2 0.365 13 2.247 6 0.706 13
242 min 0 2 -0.679 13 0 2 -0.554 7 0 2
243 max B 0.664 12 0 2 0.383 12 1.931 17 0.721 12
244 min 0 2 -0.213 21 0 2 -0.105 18 0 2
245 P829 max T 0.089 18 0 2 0.256 11 2 21 0.732 11
246 min -0.354 10 -0.839 11 0 2 -0.088 6 0 2
247 max B 0.794 10 0.347 10 0.235 11 2.223 15 0.689 10
248 min 0 2 -0.037 18 0 2 -0.762 16 0 2
249 P188 max T 0.303 15 0 2 0.345 7 2.144 17 0.687 7
250 min -0.003 23 -0.684 7 0 2 -0.721 18 0 2
251 max B 0.685 7 0.004 11 0.347 7 2.231 11 0.689 7
252 min 0 2 -0.306 15 0 2 -0.724 12 0 2
253 P850 max T 0.089 19 0 2 0.241 10 1.955 21 0.726 10
254 min -0.355 11 -0.836 10 0 2 -0.717 6 0 2
255 max B 0.793 10 0.353 11 0.223 10 1.544 15 0.689 10
256 min 0 2 -0.049 19 0 2 -0.709 17 0 2
257 P224 max T 0.823 13 0.343 12 0.257 14 2.308 9 0.718 13 258 min -0.113 20 -0.485 21 0 2 -0.665 8 0 2
259 max B 0.442 21 0.111 20 0.227 14 2.11 18 0.687 13
260 min -0.347 12 -0.791 13 0 2 -0.577 17 0 2
261 P297 max T 0.213 15 0.057 16 0.285 7 2.274 13 0.629 7 262 min -0.112 9 -0.675 7 0 2 -0.369 12 0 2
263 max B 0.67 7 0.018 11 0.342 7 1.803 19 0.677 7
264 min 0 2 -0.223 15 0 2 -0.748 18 0 2
265 P296 max T 0.197 16 0.066 15 0.278 8 2.104 14 0.618 8 266 min -0.116 7 -0.665 8 0 2 -0.42 13 0 2
267 max B 0.66 8 0.03 19 0.337 8 1.573 21 0.667 8
268 min 0 2 -0.205 16 0 2 -0.187 18 0 2
269 P275 max T 0.133 14 0 2 0.329 6 1.51 15 0.632 6
270 min -0.012 11 -0.6 6 0 2 -0.064 20 0 2
271 max B 0.615 7 0.002 18 0.354 7 1.56 10 0.666 7
272 min -0.004 13 -0.159 15 0 2 -0.047 14 0 2
273 P182 max T 0.272 20 0.001 18 0.317 12 2.285 6 0.653 12 274 min -0.04 10 -0.669 12 0 2 0 2 0 2
275 max B 0.675 12 0.029 10 0.325 12 2.291 16 0.663 12
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 28
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 276 min 0 2 -0.301 20 0 2 -0.7 17 0 2
277 P836 max T 0.086 13 0 2 0.188 20 2.166 14 0.672 20
278 min -0.4 21 -0.776 20 0 2 -0.703 15 0 2
279 max B 0.763 20 0.403 21 0.182 20 1.595 10 0.661 20
280 min -0.001 12 -0.055 13 0 2 -0.171 12 0 2
281 P299A max T 0.54 11 0.229 11 0.226 18 1.991 7 0.685 19 282 min -0.357 19 -0.79 19 0 2 -0.687 6 0 2
283 max B 0.758 19 0.315 19 0.228 20 2.311 14 0.659 19
284 min -0.229 11 -0.587 11 0 2 -0.628 13 0 2
285 P185 max T 0.283 16 0.001 17 0.319 8 2.351 19 0.657 8 286 min -0.038 10 -0.674 8 0 2 -0.645 20 0 2
287 max B 0.666 8 0.027 10 0.323 8 1.755 13 0.656 8
288 min 0 2 -0.295 16 0 2 -0.66 14 0 2
289 P837 max T 0.058 13 0 2 0.223 21 2.196 13 0.674 20
290 min -0.344 19 -0.776 20 0 2 -0.758 14 0 2
291 max B 0.752 20 0.352 19 0.206 21 2.197 9 0.651 20
292 min 0 2 -0.02 13 0 2 -0.771 10 0 2
293 P843 max T 0.037 8 0 2 0.195 16 1.528 8 0.661 16
294 min -0.373 16 -0.763 16 0 2 0 2 0 2
295 max B 0.746 16 0.37 16 0.188 16 2.257 6 0.646 16
296 min 0 2 -0.007 8 0 2 0 2 0 2
297 P842 max T 0.039 8 0 2 0.191 16 2.293 10 0.657 16
298 min -0.377 16 -0.758 16 0 2 -0.504 11 0 2
299 max B 0.743 16 0.385 16 0.179 16 1.558 6 0.644 16
300 min 0 8 -0.011 8 0 2 0 2 0 2
301 P274 max T 0.096 16 0 2 0.318 9 2.005 18 0.611 9
302 min -0.011 20 -0.583 9 0 2 -0.083 19 0 2
303 max B 0.593 8 0.007 14 0.341 8 1.776 14 0.642 8
304 min 0 2 -0.12 16 0 2 -0.057 17 0 2
305 P225 max T 0.753 13 0.354 12 0.217 14 2.253 8 0.653 13 306 min -0.113 20 -0.441 21 0 2 -0.773 7 0 2
307 max B 0.387 21 0.106 20 0.195 13 2.234 17 0.633 13
308 min -0.351 12 -0.73 13 0 2 -0.752 16 0 2
309 P290 max T 0.194 21 0 2 0.25 13 2.256 6 0.551 13
310 min -0.107 11 -0.592 13 0 2 -0.656 7 0 2
311 max B 0.609 13 0.007 10 0.315 13 1.729 15 0.62 13
312 min 0 2 -0.22 21 0 2 0 2 0 2
313 P289A max T 0.44 20 0.217 18 0.326 7 2.21 18 0.624 8 314 min -0.42 11 -0.691 9 0 2 -0.653 17 0 2
315 max B 0.685 10 0.359 11 0.304 7 2.227 5 0.612 9
316 min -0.228 19 -0.496 18 0 2 -0.776 9 0 2
317 P231 max T 0.725 7 0.35 8 0.189 7 2.291 19 0.628 7
318 min -0.119 16 -0.394 16 0 2 -0.5 18 0 2
319 max B 0.362 15 0.112 15 0.18 7 2.262 12 0.609 7
320 min -0.344 7 -0.704 7 0 2 -0.672 11 0 2
321 P230 max T 0.708 8 0.352 7 0.179 8 2.274 20 0.613 8 322 min -0.12 16 -0.39 15 0 2 -0.684 19 0 2
323 max B 0.358 16 0.112 16 0.177 8 2.024 14 0.608 8
324 min -0.349 8 -0.702 8 0 2 -0.746 13 0 2
325 P291A max T 0.494 16 0.169 17 0.288 6 2.204 11 0.633 8 326 min -0.341 9 -0.726 8 0 2 -0.625 10 0 2
327 max B 0.683 10 0.276 9 0.283 13 2.244 19 0.605 10
328 min -0.186 17 -0.501 17 0 2 -0.623 18 0 2
329 P828 max T 0.15 19 0 2 0.245 10 2.245 6 0.631 10
330 min -0.222 10 -0.712 10 0 2 -0.576 7 0 2
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 29
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 331 max B 0.682 11 0.222 11 0.23 11 1.94 16 0.602 11
332 min 0 2 -0.116 19 0 2 -0.492 17 0 2
333 P807 max T 0.168 19 0 2 0.265 11 2.051 21 0.658 11
334 min -0.222 10 -0.737 11 0 2 -0.51 6 0 2
335 max B 0.674 10 0.222 9 0.241 11 2.319 15 0.6 11
336 min 0 2 -0.097 18 0 2 -0.578 16 0 2
337 P292 max T 0.235 21 0.002 18 0.299 12 2.297 6 0.579 12 338 min 0 2 -0.56 13 0 2 -0.187 7 0 2
339 max B 0.508 12 0 2 0.326 12 2.018 17 0.593 12
340 min 0 2 -0.203 20 0 2 0 2 0 2
341 P268 max T 0.138 14 0 2 0.303 14 2.33 20 0.552 13
342 min 0 2 -0.483 13 0 2 -0.772 6 0 2
343 max B 0.514 13 0.003 18 0.318 13 1.85 16 0.585 13
344 min 0 2 -0.125 14 0 2 0 2 0 2
345 P301A max T 0.39 13 0 2 0.271 21 2.35 19 0.525 21
346 min 0 2 -0.506 21 0 2 -0.602 18 0 2
347 max B 0.447 6 0 2 0.3 14 2.191 11 0.585 14
348 min -0.034 23 -0.568 14 0 2 -0.668 10 0 2
349 P303 max T 0.152 20 0 2 0.282 19 0.82 12 0.505 19
350 min -0.053 14 -0.417 18 0 2 -0.615 18 0 2
351 max B 0.417 19 0.027 8 0.334 19 1.802 14 0.584 19
352 min 0 2 -0.25 19 0 2 -0.738 9 0 2
353 P295A max T 0.502 14 0.269 14 0.167 17 2.335 12 0.54 6 354 min -0.422 6 -0.608 6 0 2 -0.661 11 0 2
355 max B 0.648 6 0.37 6 0.173 19 2.324 38 0.563 6
356 min -0.291 14 -0.537 14 0 2 -0.739 19 0 2
357 P284 max T 0.138 19 0 2 0.264 18 2.213 9 0.482 18
358 min -0.005 14 -0.416 18 0 2 -0.747 10 0 2
359 max B 0.414 17 0.042 13 0.311 18 2.282 6 0.546 18
360 min -0.001 7 -0.24 19 0 2 0 2 0 2
361 P261 max T 0.086 17 0 2 0.286 15 0.888 8 0.538 15
362 min -0.054 10 -0.498 15 0 2 -0.209 12 0 2
363 max B 0.495 16 0.049 10 0.292 16 2.023 6 0.545 16
364 min 0 2 -0.114 18 0 2 -0.714 7 0 2
365 P308 max T 0.347 15 0.059 15 0.208 10 2.348 19 0.38 9 366 min -0.071 6 -0.376 8 0 2 -0.53 18 0 2
367 max B 0.465 7 0.095 21 0.253 17 1.562 13 0.538 16
368 min -0.225 13 -0.579 15 0 2 -0.781 12 0 2
369 P815 max T 0.099 13 0 2 0.214 21 2.244 13 0.562 21
370 min -0.221 19 -0.636 21 0 2 -0.738 14 0 2
371 max B 0.609 20 0.229 19 0.197 21 2.278 9 0.533 20
372 min 0 2 -0.052 12 0 2 -0.572 10 0 2
373 P283 max T 0.027 10 0 2 0.228 17 1.806 9 0.483 17
374 min -0.049 17 -0.506 17 0 2 -0.54 10 0 2
375 max B 0.511 17 0.032 12 0.274 17 2.073 6 0.53 17
376 min 0 2 -0.073 19 0 2 -0.502 7 0 2
377 P290A max T 0.322 21 0 2 0.335 14 2.257 14 0.582 14 378 min 0 2 -0.417 13 0 2 -0.771 15 0 2
379 max B 0.359 13 0 2 0.303 14 2.27 21 0.526 14
380 min 0 2 -0.303 21 0 2 -0.77 6 0 2
381 P814 max T 0.103 13 0 2 0.18 20 2.306 15 0.531 20
382 min -0.25 20 -0.609 20 0 2 -0.708 16 0 2
383 max B 0.602 20 0.259 21 0.173 20 1.498 8 0.523 20
384 min 0 2 -0.076 13 0 2 -0.085 11 0 2
385 P322 max T 0.299 7 0 2 0.25 15 2.097 10 0.462 15
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 30
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 386 min 0 2 -0.412 15 0 2 -0.672 9 0 2
387 max B 0.367 14 0 2 0.277 6 1.146 19 0.521 6
388 min -0.024 23 -0.481 6 0 2 -0.748 18 0 2
389 P827 max T 0.089 18 0.006 17 0.254 10 2.35 9 0.496 10 390 min -0.008 6 -0.482 10 0 2 -0.748 10 0 2
391 max B 0.503 11 0.006 17 0.268 11 0.871 16 0.52 11
392 min 0 2 -0.075 19 0 2 -0.703 18 0 2
393 P315 max T 0.283 19 0 2 0.219 10 2.273 10 0.427 10
394 min 0 2 -0.413 10 0 2 -0.677 9 0 2
395 max B 0.441 11 0 2 0.27 11 2.354 17 0.515 19
396 min -0.022 7 -0.501 19 0 2 -0.548 16 0 2
397 P304 max T 0.034 9 0 2 0.216 18 0.54 10 0.448 18
398 min -0.073 15 -0.462 18 0 2 -0.238 19 0 2
399 max B 0.472 18 0.066 12 0.271 18 2.027 8 0.51 18
400 min 0 2 -0.069 18 0 2 -0.76 9 0 2
401 P821 max T 0.053 8 0.001 8 0.18 16 1.623 10 0.524 16 402 min -0.24 16 -0.601 16 0 2 0 2 0 2
403 max B 0.586 16 0.24 16 0.173 16 2.142 21 0.51 16
404 min 0 2 -0.025 8 0 2 -0.655 6 0 2
405 P820 max T 0.053 8 0.002 7 0.176 16 2.086 10 0.517 16 406 min -0.243 16 -0.594 16 0 2 -0.594 11 0 2
407 max B 0.587 16 0.25 16 0.168 16 1.338 6 0.51 16
408 min 0 2 -0.028 8 0 2 0 2 0 2
409 P367 max T 0.534 6 0.103 8 0.239 6 1.925 14 0.55 14 410 min -0.172 16 -0.601 14 0 2 0 2 0 2
411 max B 0.565 15 0.148 16 0.21 15 2.136 9 0.508 15
412 min -0.104 8 -0.413 7 0 2 -0.61 10 0 2
413 P118 max T 0.434 21 0.237 21 0.269 15 2.29 18 0.561 14 414 min -0.196 11 -0.592 14 0 2 -0.78 1 0 2
415 max B 0.585 13 0.331 13 0.145 14 2.285 9 0.508 13
416 min -0.267 21 -0.438 21 0 2 -0.633 8 0 2
417 P298 max T 0.132 14 0.032 16 0.242 6 2.29 12 0.461 6 418 min -0.054 10 -0.434 6 0 2 -0.411 11 0 2
419 max B 0.428 6 0 2 0.28 6 2.299 18 0.507 6
420 min 0 2 -0.156 14 0 2 -0.119 17 0 2
421 P873 max T 0.482 10 0.182 10 0.158 11 1.823 7 0.424 11 422 min 0 2 -0.178 19 0 2 -0.681 6 0 2
423 max B 0.284 19 0 2 0.196 11 2.008 16 0.505 11
424 min -0.186 10 -0.57 11 0 2 -0.759 15 0 2
425 P125 max T 0.433 15 0.243 15 0.269 21 2.177 11 0.561 6 426 min -0.198 9 -0.593 6 0 2 0 2 0 2
427 max B 0.579 7 0.331 7 0.14 6 2.331 19 0.504 7
428 min -0.272 15 -0.429 15 0 2 -0.585 18 0 2
429 P887 max T 0.103 13 0 2 0.263 20 2.334 11 0.498 20
430 min 0 2 -0.463 20 0 2 -0.694 14 0 2
431 max B 0.478 21 0.004 5 0.255 21 1.843 7 0.495 21
432 min 0 2 -0.119 13 0 2 0 2 0 2
433 P808 max T 0.117 19 0.014 20 0.258 11 1.19 17 0.511 11 434 min -0.01 15 -0.505 11 0 2 -0.779 18 0 2
435 max B 0.474 10 0.015 21 0.253 10 2.345 13 0.491 10
436 min 0 17 -0.051 18 0 2 -0.777 14 0 2
437 P813 max T 0.061 12 0 2 0.24 20 2.289 17 0.459 20
438 min -0.007 15 -0.435 20 0 2 -0.764 18 0 2
439 max B 0.469 21 0.001 15 0.254 21 0.911 10 0.49 21
440 min 0 2 -0.074 13 0 2 -0.651 13 0 2
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 31
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 441 P878 max T 0.521 11 0.182 10 0.171 11 2.159 7 0.459 11 442 min 0 2 -0.214 19 0 2 -0.132 6 0 2
443 max B 0.249 19 0 2 0.186 11 2.119 16 0.481 11
444 min -0.186 10 -0.543 11 0 2 -0.704 15 0 2
445 P899 max T 0.108 13 0 2 0.269 21 2.259 13 0.508 21
446 min 0 2 -0.473 20 0 2 -0.732 14 0 2
447 max B 0.488 21 0.032 18 0.235 21 1.961 6 0.479 21
448 min 0 2 -0.123 13 0 2 0 2 0 2
449 P282 max T 0.109 20 0 2 0.228 18 0.373 7 0.42 18
450 min -0.055 10 -0.377 17 0 2 -0.444 11 0 2
451 max B 0.41 18 0.05 11 0.262 18 2.073 10 0.477 18
452 min 0 2 -0.117 19 0 2 0 2 0 2
453 P295 max T 0.1 17 0.039 16 0.218 10 2.068 15 0.42 10 454 min -0.059 6 -0.423 9 0 2 -0.683 14 0 2
455 max B 0.412 9 0 2 0.257 9 2.183 19 0.472 9
456 min 0 2 -0.114 17 0 2 -0.438 18 0 2
457 P94 max T 0.163 20 0.007 6 0.185 12 1.731 17 0.37 12 458 min -0.016 15 -0.37 12 0 2 -0.613 18 0 2
459 max B 0.461 13 0.016 17 0.237 13 1.071 6 0.468 13
460 min 0 2 -0.144 21 0 2 -0.374 10 0 2
461 P374 max T 0.505 7 0.14 6 0.219 15 2.087 11 0.525 15 462 min -0.165 14 -0.582 15 0 2 -0.513 10 0 2
463 max B 0.529 14 0.192 14 0.182 15 2.179 38 0.466 15
464 min -0.144 6 -0.424 7 0 2 -0.747 12 0 2
465 P201 max T 0.276 21 0.017 19 0.216 13 2.092 9 0.478 13 466 min -0.092 11 -0.514 13 0 2 -0.375 10 0 2
467 max B 0.494 13 0.08 11 0.213 13 1.65 17 0.464 13
468 min -0.008 19 -0.261 21 0 2 -0.766 18 0 2
469 P105 max T 0.161 16 0.007 14 0.183 8 2.022 13 0.367 8 470 min -0.016 21 -0.368 8 0 2 0 2 0 2
471 max B 0.456 7 0.016 19 0.233 7 2.319 13 0.461 7
472 min 0 2 -0.14 15 0 2 -0.37 18 0 2
473 P381 max T 0.529 13 0.147 14 0.203 13 1.834 19 0.497 21 474 min -0.184 6 -0.557 21 0 2 0 2 0 2
475 max B 0.52 6 0.172 6 0.182 21 2.242 16 0.461 21
476 min -0.141 14 -0.439 13 0 2 -0.468 17 0 2
477 P388 max T 0.521 13 0.105 11 0.24 14 2.175 10 0.5 14 478 min -0.183 19 -0.542 21 0 2 -0.605 17 0 2
479 max B 0.515 21 0.147 20 0.187 21 2.147 5 0.461 21
480 min -0.105 12 -0.399 13 0 2 -0.741 19 0 2
481 P108 max T 0.137 10 0 2 0.184 18 1.474 6 0.368 18
482 min -0.006 6 -0.366 18 0 2 -0.601 7 0 2
483 max B 0.45 18 0.015 6 0.235 18 1.695 13 0.461 18
484 min -0.008 13 -0.123 10 0 2 -0.481 14 0 2
485 P111 max T 0.379 10 0.199 10 0.229 16 1.972 7 0.498 17 486 min -0.14 18 -0.538 17 0 2 -0.609 6 0 2
487 max B 0.529 18 0.285 18 0.122 18 2.165 5 0.459 18
488 min -0.22 9 -0.372 10 0 2 -0.744 14 0 2
489 P91 max T 0.134 10 0 2 0.185 18 1.922 21 0.369 18
490 min -0.006 14 -0.368 18 0 2 0 2 0 2
491 max B 0.448 18 0.016 14 0.234 18 2.318 11 0.458 18
492 min -0.008 7 -0.115 10 0 2 -0.512 12 0 2
493 P132 max T 0.384 10 0.21 10 0.233 20 2.252 7 0.499 19 494 min -0.139 18 -0.535 19 0 2 -0.753 6 0 2
495 max B 0.529 18 0.287 18 0.121 18 1.86 14 0.458 18
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 32
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 496 min -0.232 11 -0.378 10 0 2 -0.597 13 0 2
497 P135 max T 0.523 13 0.272 12 0.139 14 1.892 10 0.453 13 498 min -0.078 21 -0.258 21 0 2 -0.597 9 0 2
499 max B 0.259 21 0.098 21 0.131 14 1.88 19 0.457 13
500 min -0.298 12 -0.526 13 0 2 -0.721 18 0 2
501 P215 max T 0.249 11 0.025 9 0.219 19 1.434 14 0.473 19 502 min -0.105 17 -0.502 19 0 2 -0.485 15 0 2
503 max B 0.487 18 0.095 17 0.209 19 2.328 8 0.453 19
504 min -0.011 9 -0.244 10 0 2 -0.574 9 0 2
505 P283A max T 0.379 6 0.253 7 0.206 19 2.048 18 0.443 14 506 min -0.376 15 -0.493 14 0 2 0 2 0 2
507 max B 0.515 15 0.373 14 0.195 18 2.28 9 0.453 15
508 min -0.245 6 -0.393 6 0 2 -0.764 8 0 2
509 P196 max T 0.227 10 0.027 11 0.202 17 2.092 11 0.44 17 510 min -0.106 19 -0.477 18 0 2 -0.768 12 0 2
511 max B 0.485 18 0.098 19 0.199 18 2.077 21 0.448 18
512 min -0.014 11 -0.244 10 0 2 -0.701 6 0 2
513 P119 max T 0.39 21 0.186 21 0.217 10 2.203 17 0.455 11 514 min -0.17 14 -0.497 12 0 2 -0.629 16 0 2
515 max B 0.513 13 0.315 13 0.118 6 2.356 38 0.448 13
516 min -0.215 20 -0.419 21 0 2 -0.736 9 0 2
517 P246 max T 0.397 14 0.001 10 0.287 14 0.68 14 0.509 14 518 min -0.027 19 -0.31 6 0 2 -0.599 6 0 2
519 max B 0.241 6 0.028 19 0.252 14 2.212 15 0.448 14
520 min 0 2 -0.35 14 0 2 0 2 0 2
521 P314 max T 0.259 14 0 2 0.274 6 2.326 14 0.487 6
522 min 0 2 -0.383 6 0 2 -0.697 13 0 2
523 max B 0.243 20 0 2 0.255 13 2.128 8 0.448 13
524 min -0.017 9 -0.333 12 0 2 -0.715 7 0 2
525 P397 max T 0.433 13 0.086 10 0.185 13 2.344 7 0.405 13 526 min 0 2 -0.198 21 0 2 -0.647 6 0 2
527 max B 0.206 21 0 2 0.22 13 1.058 19 0.441 13
528 min -0.058 9 -0.442 13 0 2 -0.488 17 0 2
529 P822 max T 0.031 15 0.002 9 0.225 16 2.339 8 0.437 16 530 min -0.002 21 -0.421 16 0 2 -0.703 9 0 2
531 max B 0.424 16 0.002 9 0.228 16 2.342 21 0.44 16
532 min 0 2 -0.031 16 0 2 -0.703 9 0 2
533 P124 max T 0.386 15 0.18 15 0.213 10 2.329 5 0.453 9 534 min -0.169 6 -0.497 8 0 2 -0.763 11 0 2
535 max B 0.505 7 0.303 8 0.113 14 2.228 19 0.44 7
536 min -0.202 16 -0.402 15 0 2 -0.4 18 0 2
537 P281 max T 0.336 7 0.204 8 0.205 20 2.06 8 0.427 17 538 min -0.369 16 -0.482 17 0 2 -0.774 7 0 2
539 max B 0.507 15 0.301 16 0.183 13 2.201 15 0.439 15
540 min -0.199 8 -0.38 7 0 2 -0.703 14 0 2
541 P819 max T 0.023 8 0.001 7 0.214 16 2.354 12 0.418 16 542 min 0 2 -0.406 16 0 2 -0.774 13 0 2
543 max B 0.433 16 0.005 6 0.222 16 2.32 8 0.439 16
544 min 0 2 -0.014 8 0 2 0 2 0 2
545 P149 max T 0.502 19 0.277 18 0.124 20 2.232 15 0.435 19 546 min -0.062 10 -0.226 11 0 2 -0.414 14 0 2
547 max B 0.224 11 0.076 10 0.131 21 2.284 9 0.437 19
548 min -0.288 18 -0.505 19 0 2 -0.593 8 0 2
549 P849 max T 0.063 18 0 2 0.202 10 2.328 21 0.405 10
550 min -0.011 6 -0.407 10 0 2 -0.707 6 0 2
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 33
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 551 max B 0.426 11 0.013 6 0.213 11 2.328 21 0.426 11
552 min 0 2 -0.06 19 0 2 -0.553 20 0 2
553 P816 max T 0.057 13 0.004 13 0.215 20 1.109 10 0.426 21 554 min -0.003 9 -0.422 21 0 2 -0.409 11 0 2
555 max B 0.419 20 0.025 14 0.214 20 2.353 18 0.424 20
556 min 0 2 -0.01 12 0 2 -0.777 23 0 2
557 P99 max T 0.082 21 0 2 0.136 13 1.99 16 0.276 13
558 min -0.014 11 -0.28 13 0 2 0 2 0 2
559 max B 0.421 11 0.021 10 0.209 12 2.304 21 0.418 12
560 min -0.009 18 -0.126 20 0 2 -0.609 6 0 2
561 P835 max T 0.062 12 0 2 0.196 20 2.334 15 0.391 20
562 min -0.01 16 -0.39 20 0 2 -0.679 16 0 2
563 max B 0.419 21 0.008 9 0.208 21 1.346 10 0.417 21
564 min -0.01 14 -0.072 13 0 2 -0.55 11 0 2
565 P885 max T 0.07 11 0 2 0.188 21 0.031 8 0.375 21
566 min -0.019 19 -0.375 6 0 2 -0.141 15 0 2
567 max B 0.416 21 0.03 18 0.209 21 1.798 14 0.417 21
568 min 0 2 -0.055 10 0 2 0 2 0 2
569 P210 max T 0.223 15 0.03 16 0.179 7 2.013 17 0.416 7 570 min -0.101 8 -0.456 7 0 2 -0.627 18 0 2
571 max B 0.453 7 0.09 8 0.183 7 2.203 11 0.417 7
572 min -0.019 16 -0.224 15 0 2 -0.131 12 0 2
573 P130A max T 0.482 18 0.276 18 0.118 16 2.318 13 0.419 18 574 min -0.063 10 -0.221 10 0 2 -0.708 12 0 2
575 max B 0.2 10 0.076 10 0.12 15 1.984 6 0.415 17
576 min -0.289 18 -0.479 17 0 2 -0.759 21 0 2
577 P371 max T 0.358 14 0.015 16 0.18 14 2.191 19 0.359 14 578 min -0.015 8 -0.245 6 0 2 -0.495 18 0 2
579 max B 0.264 6 0.006 8 0.208 14 2.201 10 0.414 14
580 min -0.005 16 -0.412 14 0 2 -0.172 9 0 2
581 P311 max T 0.342 20 0.063 18 0.238 13 2.345 16 0.494 13 582 min -0.104 10 -0.519 12 0 2 -0.628 17 0 2
583 max B 0.422 12 0.11 10 0.204 13 2.355 7 0.413 13
584 min -0.089 18 -0.326 21 0 2 -0.67 8 0 2
585 P141 max T 0.469 8 0.285 8 0.1 10 2.342 20 0.409 8
586 min -0.086 16 -0.199 16 0 2 -0.557 19 0 2
587 max B 0.19 16 0.093 16 0.097 10 2.248 14 0.411 8
588 min -0.311 7 -0.469 9 0 2 -0.586 13 0 2
589 P900 max T 0.102 20 0 2 0.224 20 2.347 14 0.407 20
590 min 0 2 -0.347 20 0 2 0 2 0 2
591 max B 0.392 21 0 2 0.212 21 2.145 7 0.409 21
592 min 0 2 -0.114 13 0 2 0 2 0 2
593 P144 max T 0.468 7 0.274 7 0.104 6 2.088 19 0.407 7 594 min -0.081 15 -0.21 15 0 2 -0.724 18 0 2
595 max B 0.206 15 0.099 15 0.099 6 2.13 11 0.409 7
596 min -0.296 7 -0.467 7 0 2 -0.45 10 0 2
597 P302 max T 0.208 11 0 2 0.234 19 2.295 6 0.424 19
598 min 0 2 -0.356 19 0 2 -0.784 7 0 2
599 max B 0.295 19 0 2 0.233 19 0.817 18 0.408 19
600 min 0 2 -0.171 19 0 2 -0.76 14 0 2
601 P888 max T 0.046 16 0 2 0.224 17 0.48 10 0.428 17
602 min -0.001 7 -0.403 17 0 2 -0.214 6 0 2
603 max B 0.394 17 0.004 5 0.209 17 1.866 10 0.406 17
604 min 0 2 -0.024 18 0 2 0 2 0 2
605 P305 max T 0.353 6 0.051 7 0.232 14 2.108 18 0.502 14 Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 34
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 606 min -0.071 14 -0.534 14 0 2 -0.629 19 0 2
607 max B 0.437 14 0.082 15 0.191 13 2.002 9 0.405 14
608 min -0.064 7 -0.326 6 0 2 -0.602 10 0 2
609 P889 max T 0.047 17 0 2 0.222 15 0.162 10 0.422 15
610 min 0 2 -0.399 14 0 2 -0.667 6 0 2
611 max B 0.391 14 0.005 5 0.208 14 1.793 7 0.404 14
612 min 0 2 -0.026 16 0 2 0 2 0 2
613 P100 max T 0.082 15 0 2 0.135 7 2.268 14 0.274 7
614 min -0.015 9 -0.279 7 0 2 -0.765 15 0 2
615 max B 0.409 9 0.022 10 0.199 8 1.482 18 0.403 9
616 min -0.009 18 -0.111 16 0 2 -0.767 19 0 2
617 P830 max T 0.065 19 0 2 0.202 11 2.191 18 0.407 11
618 min -0.022 16 -0.41 11 0 2 -0.765 19 0 2
619 max B 0.401 10 0.017 21 0.199 10 2.218 20 0.4 10
620 min 0 2 -0.032 18 0 2 0 2 0 2
621 P138 max T 0.455 11 0.302 12 0.107 9 2.195 7 0.399 11 622 min -0.086 19 -0.194 20 0 2 -0.777 6 0 2
623 max B 0.172 19 0.096 20 0.102 9 2.171 15 0.4 11
624 min -0.323 12 -0.453 11 0 2 -0.585 14 0 2
625 P207 max T 0.209 16 0.029 16 0.157 8 1.904 19 0.395 8 626 min -0.13 7 -0.444 8 0 2 -0.684 20 0 2
627 max B 0.44 8 0.108 8 0.166 8 2.153 13 0.398 8
628 min -0.018 16 -0.219 16 0 2 -0.587 14 0 2
629 P8 max T 0.359 14 0.072 11 0.186 15 2.345 17 0.361 14 630 min -0.035 20 -0.186 6 0 2 -0.785 14 0 2
631 max B 0.188 6 0.046 20 0.181 14 2.305 9 0.391 14
632 min -0.128 11 -0.416 14 0 2 0 2 0 2
633 P309 max T 0.218 6 0 2 0.281 14 2.315 15 0.491 14
634 min 0 2 -0.344 14 0 2 -0.758 14 0 2
635 max B 0.193 17 0 2 0.223 7 2.25 6 0.39 8
636 min -0.093 12 -0.298 9 0 2 -0.721 21 0 2
637 P904 max T 0.044 19 0 2 0.214 17 2.168 7 0.421 17
638 min -0.005 12 -0.414 16 0 2 -0.634 6 0 2
639 max B 0.417 17 0.078 15 0.177 17 1.938 10 0.389 17
640 min 0 2 -0.051 6 0 2 0 2 0 2
641 P204 max T 0.193 20 0.042 20 0.147 11 2.042 21 0.38 12 642 min -0.148 13 -0.432 12 0 2 -0.773 6 0 2
643 max B 0.436 12 0.129 13 0.154 12 2.341 16 0.389 12
644 min -0.032 20 -0.216 20 0 2 -0.132 17 0 2
645 P15 max T 0.365 6 0.075 9 0.189 21 0.805 20 0.367 6 646 min -0.035 16 -0.194 14 0 2 -0.631 14 0 2
647 max B 0.185 14 0.044 16 0.18 6 2.284 18 0.388 6
648 min -0.128 9 -0.412 6 0 2 -0.752 23 0 2
649 P109 max T 0.206 9 0.062 11 0.138 17 1.829 12 0.323 17 650 min -0.123 19 -0.356 17 0 2 -0.584 11 0 2
651 max B 0.406 18 0.067 20 0.177 18 1.101 7 0.383 18
652 min -0.06 12 -0.184 10 0 2 -0.654 6 0 2
653 P905 max T 0.036 12 0 2 0.21 15 1.367 7 0.415 15
654 min 0 2 -0.411 15 0 2 -0.769 6 0 2
655 max B 0.413 15 0.077 17 0.176 14 2.057 9 0.383 15
656 min 0 2 -0.041 10 0 2 0 2 0 2
657 P95 max T 0.231 20 0.099 6 0.131 11 1.945 15 0.32 12 658 min -0.15 14 -0.363 12 0 2 -0.592 16 0 2
659 max B 0.412 13 0.083 14 0.174 12 0.952 18 0.383 12
660 min -0.05 6 -0.189 21 0 2 -0.585 16 0 2
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 35
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 661 P93 max T 0.037 20 0 2 0.122 13 2.304 20 0.235 13
662 min -0.001 7 -0.225 13 0 2 -0.758 21 0 2
663 max B 0.383 14 0.013 16 0.19 14 1.165 7 0.381 14
664 min 0 2 -0.056 6 0 2 -0.504 8 0 2
665 P377 max T 0.306 12 0.021 10 0.17 13 2.278 16 0.32 12 666 min -0.02 18 -0.214 20 0 2 -0.729 15 0 2
667 max B 0.224 20 0.007 18 0.197 12 2.085 7 0.381 12
668 min -0.011 10 -0.371 11 0 2 -0.764 6 0 2
669 P136 max T 0.344 14 0 2 0.216 14 2.296 20 0.396 14
670 min -0.145 8 -0.241 6 0 2 -0.74 7 0 2
671 max B 0.248 6 0.125 7 0.204 14 2.164 18 0.381 14
672 min 0 2 -0.347 14 0 2 0 2 0 2
673 P90 max T 0.198 11 0.061 9 0.137 19 2.255 15 0.322 19 674 min -0.123 17 -0.354 19 0 2 0 2 0 2
675 max B 0.404 18 0.069 16 0.176 18 2.131 11 0.381 18
676 min -0.061 8 -0.174 10 0 2 0 2 0 2
677 P98 max T 0.187 6 0.066 19 0.121 14 2.022 17 0.296 14 678 min -0.128 12 -0.33 14 0 2 0 2 0 2
679 max B 0.406 13 0.088 10 0.173 13 2.29 21 0.38 13
680 min -0.048 18 -0.187 21 0 2 -0.763 6 0 2
681 P874 max T 0.396 21 0.188 20 0.107 21 2.159 17 0.344 21 682 min 0 2 -0.109 13 0 2 -0.675 16 0 2
683 max B 0.153 13 0 2 0.139 6 1.647 10 0.379 21
684 min -0.177 19 -0.432 21 0 2 -0.626 9 0 2
685 P104 max T 0.229 16 0.098 14 0.131 9 2.049 12 0.319 9 686 min -0.15 6 -0.361 8 0 2 0 2 0 2
687 max B 0.409 7 0.086 6 0.171 8 2.239 15 0.379 8
688 min -0.051 14 -0.187 15 0 2 -0.775 14 0 2
689 P282A max T 0.26 21 0 2 0.243 13 2.309 19 0.433 13
690 min 0 2 -0.375 14 0 2 -0.745 20 0 2
691 max B 0.311 14 0 2 0.218 19 2.286 10 0.378 13
692 min 0 2 -0.25 21 0 2 -0.67 11 0 2
693 P92 max T 0.032 10 0 2 0.122 18 1.886 21 0.233 18
694 min -0.004 7 -0.22 18 0 2 0 2 0 2
695 max B 0.378 16 0.015 14 0.187 17 2.175 9 0.376 16
696 min -0.003 7 -0.037 9 0 2 -0.62 10 0 2
697 P285 max T 0.185 10 0.036 8 0.24 19 2.275 14 0.425 19 698 min -0.058 15 -0.333 18 0 2 -0.775 12 0 2
699 max B 0.26 18 0.037 14 0.216 19 2.343 6 0.375 19
700 min -0.004 7 -0.184 19 0 2 -0.778 21 0 2
701 P106 max T 0.036 16 0 2 0.119 7 1.922 11 0.229 7
702 min -0.002 13 -0.219 7 0 2 0 2 0 2
703 max B 0.375 6 0.014 20 0.186 6 2.182 14 0.373 6
704 min 0 2 -0.052 14 0 2 -0.74 15 0 2
705 P107 max T 0.032 10 0 2 0.121 18 2.289 11 0.231 18
706 min -0.004 13 -0.219 18 0 2 0 2 0 2
707 max B 0.374 20 0.015 6 0.186 19 1.804 13 0.372 19
708 min -0.003 13 -0.039 11 0 2 -0.565 14 0 2
709 P239 max T 0.333 17 0.163 19 0.256 14 2.129 19 0.45 14 710 min -0.071 10 -0.383 13 0 2 -0.726 18 0 2
711 max B 0.301 12 0.062 10 0.213 15 2.334 21 0.371 15
712 min -0.143 20 -0.3 17 0 2 0 2 0 2
713 P312 max T 0.252 20 0.073 18 0.223 14 2.319 15 0.412 13 714 min -0.111 10 -0.418 11 0 2 -0.735 16 0 2
715 max B 0.346 12 0.13 10 0.213 14 2.338 6 0.371 14
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 36
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 716 min -0.101 18 -0.253 20 0 2 -0.692 7 0 2
717 P396 max T 0.395 13 0.072 10 0.167 13 2.289 7 0.368 13 718 min 0 2 -0.205 21 0 2 -0.689 18 0 2
719 max B 0.21 21 0 2 0.173 13 0.944 20 0.37 13
720 min -0.052 10 -0.39 13 0 2 -0.437 14 0 2
721 P372 max T 0.288 13 0 2 0.158 13 2.332 18 0.303 13
722 min -0.003 8 -0.207 21 0 2 0 2 0 2
723 max B 0.224 6 0 2 0.192 13 2.083 10 0.369 13
724 min 0 2 -0.356 14 0 2 -0.409 9 0 2
725 P893 max T 0.192 12 0 2 0.192 11 2.331 6 0.333 11
726 min -0.024 7 -0.2 11 0 2 0 2 0 2
727 max B 0.258 11 0.056 7 0.211 12 1.963 16 0.368 11
728 min 0 2 -0.181 12 0 2 -0.779 14 0 2
729 P844 max T 0.024 8 0 2 0.181 16 2.309 8 0.363 16
730 min -0.009 21 -0.366 16 0 2 -0.223 10 0 2
731 max B 0.37 16 0.01 11 0.182 16 2.199 9 0.367 16
732 min 0 2 -0.013 8 0 2 0 2 0 2
733 P349 max T 0.322 14 0 2 0.168 14 2.152 19 0.329 14
734 min 0 8 -0.207 6 0 2 -0.37 18 0 2
735 max B 0.229 6 0 2 0.187 14 2.171 10 0.366 14
736 min 0 2 -0.358 14 0 2 -0.101 9 0 2
737 P253 max T 0.281 7 0.003 10 0.221 6 0.733 14 0.388 6 738 min -0.053 17 -0.194 20 0 2 -0.494 6 0 2
739 max B 0.166 21 0.045 17 0.208 6 2.331 14 0.366 6
740 min 0 2 -0.266 7 0 2 0 2 0 2
741 P370 max T 0.306 15 0.024 15 0.141 15 2.264 20 0.295 15 742 min -0.022 7 -0.186 7 0 2 -0.722 19 0 2
743 max B 0.212 7 0.011 7 0.179 15 2.003 11 0.363 15
744 min -0.011 15 -0.369 15 0 2 -0.694 10 0 2
745 P391 max T 0.203 19 0.003 38 0.185 20 2.351 10 0.321 20 746 min -0.006 8 -0.173 21 0 2 -0.782 11 0 2
747 max B 0.199 20 0 2 0.209 19 2.313 6 0.362 19
748 min 0 2 -0.222 19 0 2 -0.782 21 0 2
749 P101 max T 0.183 14 0.064 17 0.121 6 1.712 10 0.295 6 750 min -0.128 8 -0.329 6 0 2 -0.755 11 0 2
751 max B 0.39 7 0.092 10 0.163 7 2.024 18 0.362 7
752 min -0.048 18 -0.169 15 0 2 -0.664 19 0 2
753 P841 max T 0.025 7 0 2 0.171 16 1.062 9 0.349 16
754 min -0.025 19 -0.357 16 0 2 -0.552 11 0 2
755 max B 0.372 16 0.033 18 0.171 16 2.31 8 0.358 16
756 min 0 2 -0.013 8 0 2 0 2 0 2
757 P879 max T 0.16 10 0.091 12 0.156 21 2.113 11 0.29 20 758 min 0 2 -0.267 20 0 2 -0.752 10 0 2
759 max B 0.339 20 0.004 18 0.19 21 1.786 15 0.357 20
760 min -0.098 11 -0.199 11 0 2 -0.399 14 0 2
761 P1 max T 0.345 16 0.087 19 0.189 15 0.834 13 0.361 15 762 min -0.038 10 -0.172 8 0 2 -0.598 8 0 2
763 max B 0.117 9 0.04 10 0.172 15 2.332 13 0.352 16
764 min -0.181 19 -0.38 17 0 2 -0.757 14 0 2
765 P383 max T 0.277 6 0.004 19 0.154 7 1.864 11 0.291 7 766 min -0.007 12 -0.196 14 0 2 -0.601 10 0 2
767 max B 0.215 14 0 2 0.181 6 2.017 18 0.349 6
768 min 0 2 -0.334 6 0 2 -0.639 17 0 2
769 P22 max T 0.344 20 0.088 17 0.188 21 2.35 9 0.359 21 770 min -0.035 10 -0.178 12 0 2 -0.772 19 0 2
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 37
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 771 max B 0.119 11 0.038 10 0.169 21 2.321 13 0.348 20
772 min -0.182 17 -0.377 19 0 2 -0.739 14 0 2
773 P409 max T 0.28 19 0.054 15 0.176 19 2.257 18 0.322 19 774 min 0 2 -0.143 11 0 2 0 2 0 2
775 max B 0.159 11 0 2 0.19 19 0.679 19 0.345 19
776 min -0.015 15 -0.295 19 0 2 -0.755 12 0 2
777 P260 max T 0.395 20 0.067 17 0.219 21 0.792 20 0.409 20 778 min -0.071 10 -0.369 11 0 2 -0.368 13 0 2
779 max B 0.306 12 0.062 10 0.176 21 2.336 21 0.345 20
780 min -0.045 18 -0.344 20 0 2 0 2 0 2
781 P142 max T 0.23 9 0 2 0.2 9 2.347 15 0.347 9
782 min -0.051 19 -0.173 8 0 2 -0.782 18 0 2
783 max B 0.144 9 0.048 15 0.196 9 2.143 13 0.343 9
784 min 0 2 -0.248 9 0 2 0 2 0 2
785 P891 max T 0.05 11 0 2 0.161 6 0.387 13 0.333 6
786 min -0.052 19 -0.344 6 0 2 -0.017 21 0 2
787 max B 0.361 21 0.04 21 0.161 6 2.136 13 0.342 21
788 min 0 2 -0.002 12 0 2 0 2 0 2
789 P589 max T 0.181 12 0 2 0.181 12 2.351 18 0.313 12
790 min 0 2 -0.181 12 0 2 -0.782 17 0 2
791 max B 0.198 13 0.001 16 0.197 12 2.355 12 0.342 12
792 min 0 2 -0.197 12 0 2 -0.758 13 0 2
793 P129A max T 0.287 15 0.015 13 0.191 17 2.351 6 0.336 17 794 min -0.14 6 -0.223 20 0 2 -0.631 21 0 2
795 max B 0.197 7 0.116 6 0.186 15 2.229 8 0.341 15
796 min 0 2 -0.296 15 0 2 0 2 0 2
797 P143 max T 0.254 6 0 2 0.195 6 0.762 15 0.343 6
798 min -0.089 12 -0.193 9 0 2 -0.502 6 0 2
799 max B 0.176 13 0.078 12 0.191 6 2.345 16 0.339 6
800 min 0 2 -0.267 6 0 2 -0.771 15 0 2
801 P910 max T 0.166 11 0 2 0.193 11 2.282 38 0.335 11
802 min -0.02 16 -0.22 11 0 2 -0.771 14 0 2
803 max B 0.264 11 0.012 16 0.191 11 2.327 16 0.339 11
804 min 0 2 -0.14 19 0 2 -0.76 17 0 2
805 P838 max T 0.04 13 0 2 0.166 20 0.664 9 0.342 20
806 min -0.023 18 -0.352 20 0 2 -0.735 12 0 2
807 max B 0.352 19 0.033 18 0.162 20 2.2 9 0.338 20
808 min 0 2 -0.002 12 0 2 -0.611 11 0 2
809 P348 max T 0.29 15 0 2 0.147 15 2.244 20 0.292 15
810 min -0.001 7 -0.169 7 0 2 -0.665 19 0 2
811 max B 0.198 7 0 2 0.171 15 1.931 11 0.337 15
812 min 0 2 -0.332 15 0 2 -0.6 10 0 2
813 P398 max T 0.287 12 0.044 8 0.135 13 1.422 8 0.278 13 814 min 0 2 -0.121 20 0 2 -0.433 21 0 2
815 max B 0.134 20 0 2 0.18 13 1.353 7 0.335 13
816 min -0.047 8 -0.306 12 0 2 -0.424 17 0 2
817 P886 max T 0.081 21 0 2 0.188 21 0.323 6 0.344 21
818 min 0 2 -0.296 21 0 2 -0.425 13 0 2
819 max B 0.277 14 0.012 17 0.187 21 1.978 6 0.335 21
820 min 0 2 -0.105 6 0 2 0 2 0 2
821 P317 max T 0.29 14 0.053 13 0.191 7 2.228 10 0.41 6 822 min -0.07 21 -0.439 6 0 2 -0.352 11 0 2
823 max B 0.35 7 0.08 21 0.158 7 2.23 17 0.334 7
824 min -0.066 13 -0.276 15 0 2 -0.747 18 0 2
825 P150 max T 0.265 21 0 2 0.191 19 0.557 17 0.335 19
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 38
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 826 min -0.109 14 -0.206 17 0 2 -0.749 12 0 2
827 max B 0.179 13 0.075 14 0.188 20 2.145 6 0.334 20
828 min 0 2 -0.272 21 0 2 0 2 0 2
829 P595 max T 0.101 13 0 2 0.156 21 2.317 14 0.308 21
830 min -0.056 17 -0.303 21 0 2 -0.68 15 0 2
831 max B 0.306 21 0.044 17 0.178 21 2.102 6 0.334 21
832 min 0 2 -0.107 13 0 2 0 2 0 2
833 P369 max T 0.264 17 0.002 14 0.143 18 1.913 6 0.276 17 834 min -0.004 7 -0.162 9 0 2 -0.745 21 0 2
835 max B 0.173 9 0 2 0.173 17 2.278 11 0.333 17
836 min 0 2 -0.318 17 0 2 -0.542 10 0 2
837 P408 max T 0.198 19 0.003 38 0.166 19 2.293 18 0.29 19 838 min 0 2 -0.157 11 0 2 0 2 0 2
839 max B 0.17 19 0 2 0.192 19 2.352 10 0.332 19
840 min 0 2 -0.213 19 0 2 -0.784 12 0 2
841 P403 max T 0.359 7 0.133 7 0.113 7 2.295 12 0.314 7 842 min 0 15 -0.128 15 0 2 -0.775 13 0 2
843 max B 0.133 15 0 2 0.139 7 2.296 18 0.332 7
844 min -0.091 7 -0.368 7 0 2 -0.541 19 0 2
845 P911 max T 0.209 11 0 2 0.229 11 0.66 19 0.397 11
846 min -0.036 17 -0.249 11 0 2 -0.602 12 0 2
847 max B 0.237 11 0.04 6 0.19 11 2.012 19 0.332 11
848 min 0 2 -0.143 11 0 2 0 2 0 2
849 P402 max T 0.355 8 0.129 8 0.113 8 2.356 13 0.311 8 850 min -0.001 16 -0.129 15 0 2 -0.566 14 0 2
851 max B 0.128 15 0 17 0.14 8 2.125 18 0.331 8
852 min -0.084 8 -0.364 8 0 2 -0.556 19 0 2
853 P137 max T 0.232 10 0 2 0.191 11 0.781 18 0.331 10
854 min -0.093 17 -0.203 13 0 2 -0.502 14 0 2
855 max B 0.161 13 0.051 17 0.188 10 2.304 19 0.331 10
856 min 0 2 -0.243 10 0 2 0 2 0 2
857 P116 max T 0.078 21 0 2 0.15 13 2.338 18 0.279 13
858 min 0 2 -0.253 13 0 2 -0.405 19 0 2
859 max B 0.299 13 0 2 0.175 13 1.338 7 0.328 13
860 min 0 2 -0.103 21 0 2 -0.278 8 0 2
861 P313 max T 0.254 15 0.044 18 0.207 6 2.294 14 0.389 7 862 min -0.069 10 -0.38 7 0 2 -0.758 15 0 2
863 max B 0.293 7 0.082 10 0.181 6 1.427 18 0.327 6
864 min -0.073 18 -0.249 15 0 2 -0.742 19 0 2
865 P304A max T 0.256 6 0.047 7 0.196 14 2.297 19 0.417 15 866 min -0.054 15 -0.441 15 0 2 -0.715 20 0 2
867 max B 0.362 15 0.09 15 0.149 13 2.311 10 0.326 14
868 min -0.068 7 -0.247 6 0 2 -0.608 11 0 2
869 P130 max T 0.079 10 0 2 0.149 18 2.168 7 0.276 18
870 min 0 2 -0.249 18 0 2 -0.58 8 0 2
871 max B 0.295 18 0.002 7 0.175 18 1.31 12 0.326 18
872 min 0 2 -0.084 10 0 2 -0.348 13 0 2
873 P113 max T 0.074 10 0 2 0.148 18 1.879 6 0.276 18
874 min 0 2 -0.249 18 0 2 -0.518 7 0 2
875 max B 0.295 18 0.003 13 0.175 18 2.078 12 0.326 18
876 min 0 2 -0.08 10 0 2 -0.296 13 0 2
877 P898 max T 0.113 13 0 2 0.198 21 0.291 6 0.379 21
878 min -0.002 9 -0.362 20 0 2 -0.715 12 0 2
879 max B 0.344 20 0.064 18 0.151 21 1.85 21 0.324 20
880 min 0 2 -0.098 13 0 2 0 2 0 2
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 39
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 881 P127 max T 0.076 16 0 2 0.149 7 2.182 13 0.277 7
882 min 0 2 -0.251 7 0 2 0 2 0 2
883 max B 0.294 7 0 2 0.172 7 1.929 17 0.323 7
884 min 0 2 -0.099 15 0 2 -0.781 18 0 2
885 P390 max T 0.261 18 0.035 15 0.158 19 2.321 10 0.286 18 886 min 0 2 -0.125 10 0 2 -0.673 9 0 2
887 max B 0.142 10 0 2 0.18 19 2.338 20 0.322 19
888 min -0.012 1 -0.279 18 0 2 -0.763 19 0 2
889 P384 max T 0.275 6 0.01 20 0.137 6 2.356 10 0.275 6 890 min -0.012 12 -0.187 14 0 2 -0.504 9 0 2
891 max B 0.203 14 0.004 12 0.162 6 2.343 17 0.322 6
892 min -0.002 21 -0.32 6 0 2 -0.621 16 0 2
893 P289 max T 0.116 20 0 2 0.119 15 2.331 6 0.239 13
894 min -0.054 10 -0.254 13 0 2 -0.771 21 0 2
895 max B 0.283 13 0 2 0.175 13 1.36 10 0.322 13
896 min 0 2 -0.067 12 0 2 0 2 0 2
897 P875 max T 0.348 20 0.19 19 0.084 21 2.193 15 0.302 20 898 min 0 2 -0.072 13 0 2 -0.732 14 0 2
899 max B 0.124 13 0 2 0.107 6 2.353 9 0.322 21
900 min -0.188 19 -0.371 21 0 2 -0.706 8 0 2
901 P303A max T 0.222 9 0.04 8 0.183 18 2.34 21 0.384 17 902 min -0.057 16 -0.407 17 0 2 -0.458 6 0 2
903 max B 0.325 18 0.066 15 0.158 18 2.313 11 0.321 18
904 min -0.059 7 -0.222 10 0 2 -0.746 12 0 2
905 P214 max T 0.147 11 0.002 13 0.147 19 2.322 21 0.319 19 906 min -0.05 21 -0.339 19 0 2 0 2 0 2
907 max B 0.333 18 0.054 6 0.152 18 2.333 9 0.319 18
908 min 0 2 -0.146 10 0 2 -0.742 10 0 2
909 P197 max T 0.132 10 0.016 7 0.145 18 2.301 10 0.309 18 910 min -0.051 15 -0.325 18 0 2 -0.68 13 0 2
911 max B 0.332 18 0.053 15 0.152 18 2.325 16 0.319 18
912 min 0 2 -0.146 10 0 2 -0.785 17 0 2
913 P355 max T 0.268 11 0.006 10 0.146 12 2.299 16 0.279 12 914 min -0.011 18 -0.168 19 0 2 -0.682 15 0 2
915 max B 0.188 19 0.003 18 0.163 12 2.054 7 0.317 11
916 min -0.002 10 -0.311 11 0 2 -0.733 6 0 2
917 P296A max T 0.211 14 0 2 0.222 6 2.188 9 0.411 6
918 min 0 2 -0.379 21 0 2 -0.695 10 0 2
919 max B 0.292 21 0.001 20 0.17 7 2.268 16 0.317 6
920 min -0.004 12 -0.213 14 0 2 -0.764 17 0 2
921 P378 max T 0.258 11 0.029 10 0.148 14 2.259 16 0.271 13 922 min -0.024 18 -0.172 20 0 2 -0.781 15 0 2
923 max B 0.183 19 0.011 18 0.161 12 2.317 6 0.316 11
924 min -0.017 10 -0.319 10 0 2 -0.618 21 0 2
925 P306 max T 0.272 21 0.047 7 0.194 13 2.101 18 0.406 13 926 min -0.06 15 -0.424 14 0 2 -0.706 19 0 2
927 max B 0.33 13 0.063 15 0.149 13 2.252 9 0.316 13
928 min -0.052 7 -0.254 21 0 2 -0.597 10 0 2
929 P298A max T 0.181 11 0 2 0.229 18 2.337 9 0.403 18
930 min 0 2 -0.334 19 0 2 -0.582 10 0 2
931 max B 0.261 19 0.011 6 0.178 18 2.035 14 0.315 18
932 min -0.005 13 -0.177 11 0 2 -0.781 15 0 2
933 P375 max T 0.361 18 0.117 19 0.174 16 2.202 7 0.346 17 934 min -0.154 11 -0.379 10 0 2 -0.772 6 0 2
935 max B 0.355 10 0.137 11 0.122 10 2.139 19 0.314 10
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 40
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 936 min -0.112 20 -0.258 18 0 2 0 2 0 2
937 P252 max T 0.265 9 0 2 0.193 10 0.512 11 0.338 10
938 min -0.063 15 -0.158 11 0 2 -0.594 17 0 2
939 max B 0.13 11 0.056 15 0.177 9 2.069 12 0.314 9
940 min 0 2 -0.249 9 0 2 0 2 0 2
941 P890 max T 0.069 11 0 2 0.144 6 0.066 21 0.281 21
942 min -0.017 19 -0.284 21 0 2 -0.068 13 0 2
943 max B 0.332 20 0.04 19 0.146 20 1.65 13 0.314 20
944 min 0 2 -0.066 12 0 2 0 2 0 2
945 P192 max T 0.143 11 0 2 0.162 19 2.119 21 0.323 19
946 min -0.016 15 -0.322 19 0 2 0 2 0 2
947 max B 0.313 18 0.01 15 0.157 18 2.352 12 0.313 18
948 min 0 2 -0.137 10 0 2 -0.754 7 0 2
949 P175 max T 0.128 10 0 2 0.152 18 1.749 6 0.306 18
950 min -0.015 21 -0.308 18 0 2 -0.745 7 0 2
951 max B 0.313 18 0.008 38 0.156 18 1.27 13 0.313 18
952 min 0 2 -0.137 10 0 2 -0.754 14 0 2
953 P380 max T 0.382 19 0.099 17 0.178 20 2.227 7 0.368 19 954 min -0.161 9 -0.385 11 0 2 -0.7 6 0 2
955 max B 0.351 10 0.105 10 0.123 10 2.344 10 0.312 10
956 min -0.093 17 -0.257 18 0 2 -0.71 11 0 2
957 P97 max T 0.263 6 0.135 20 0.139 15 2.243 18 0.362 14 958 min -0.172 13 -0.412 13 0 2 -0.421 19 0 2
959 max B 0.357 13 0.174 11 0.121 14 2.263 6 0.31 13
960 min -0.124 20 -0.197 21 0 2 -0.778 7 0 2
961 P877 max T 0.33 16 0.197 16 0.066 16 2.086 11 0.288 16 962 min 0 2 -0.04 8 0 2 -0.179 6 0 2
963 max B 0.074 8 0.004 9 0.081 17 1.709 6 0.31 16
964 min -0.195 16 -0.357 16 0 2 -0.195 21 0 2
965 P327 max T 0.288 14 0 2 0.146 14 1.99 19 0.29 14
966 min -0.001 9 -0.175 6 0 2 -0.175 18 0 2
967 max B 0.199 6 0 2 0.156 14 2.047 10 0.31 14
968 min 0 2 -0.307 14 0 2 -0.03 9 0 2
969 P200 max T 0.16 21 0.016 7 0.15 13 2.327 14 0.325 13 970 min -0.057 15 -0.345 13 0 2 0 2 0 2
971 max B 0.325 13 0.052 15 0.145 12 2.314 18 0.309 13
972 min 0 2 -0.149 21 0 2 -0.686 19 0 2
973 P903 max T 0.101 19 0 2 0.179 18 2.252 7 0.325 18
974 min 0 2 -0.277 18 0 2 -0.694 6 0 2
975 max B 0.284 18 0.045 15 0.17 19 1.963 11 0.308 19
976 min 0 2 -0.101 6 0 2 0 2 0 2
977 P247 max T 0.245 10 0 2 0.206 9 0.57 18 0.356 9
978 min -0.07 19 -0.215 7 0 2 -0.737 21 0 2
979 max B 0.179 7 0.063 19 0.177 9 2.106 18 0.308 9
980 min 0 2 -0.231 11 0 2 0 2 0 2
981 P880 max T 0.19 21 0 2 0.15 21 0.605 6 0.262 21
982 min 0 2 -0.126 13 0 2 -0.37 13 0 2
983 max B 0.188 13 0 2 0.175 6 2.25 6 0.308 6
984 min 0 2 -0.23 21 0 2 0 2 0 2
985 P178 max T 0.154 21 0 2 0.164 13 2.128 14 0.327 13
986 min -0.008 23 -0.326 13 0 2 0 2 0 2
987 max B 0.303 13 0.008 38 0.156 13 2.312 21 0.307 13
988 min 0 2 -0.137 21 0 2 -0.755 6 0 2
989 P102 max T 0.258 14 0.133 16 0.14 21 2.34 11 0.362 6 990 min -0.171 7 -0.412 7 0 2 -0.703 12 0 2
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 41
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 991 max B 0.353 7 0.174 8 0.115 6 1.867 17 0.306 7
992 min -0.124 16 -0.185 15 0 2 -0.753 18 0 2
993 P350 max T 0.25 13 0.004 17 0.141 13 2.293 18 0.268 13 994 min -0.006 8 -0.168 21 0 2 0 2 0 2
995 max B 0.185 6 0.002 8 0.158 13 2.009 10 0.305 14
996 min 0 17 -0.294 14 0 2 -0.344 9 0 2
997 P892 max T 0.207 11 0 2 0.206 10 0.675 13 0.358 10
998 min -0.052 21 -0.247 9 0 2 -0.643 17 0 2
999 max B 0.237 9 0.025 21 0.173 10 2.33 12 0.304 10
1000 min 0 2 -0.141 11 0 2 -0.78 14 0 2
1001P884 max T 0.189 11 0.057 11 0.133 21 0.898 12 0.261 19 1002 min 0 2 -0.258 19 0 2 0 2 0 2
1003 max B 0.305 19 0.005 19 0.15 19 2.299 14 0.302 19
1004 min -0.061 10 -0.237 11 0 2 -0.688 13 0 2
1005P386 max T 0.231 19 0 2 0.134 18 2.249 9 0.25 18
1006 min 0 2 -0.148 11 0 2 -0.757 8 0 2
1007 max B 0.16 11 0 2 0.158 19 2.282 15 0.301 19
1008 min 0 2 -0.283 19 0 2 -0.323 14 0 2
1009P906 max T 0.092 13 0 2 0.176 14 2.087 6 0.318 14
1010 min 0 2 -0.265 14 0 2 -0.604 21 0 2
1011 max B 0.266 14 0.034 18 0.164 13 2.262 8 0.3 13
1012 min 0 2 -0.093 10 0 2 0 2 0 2
1013P606 max T 0.143 19 0 2 0.16 11 2.321 8 0.277 11
1014 min -0.002 15 -0.178 11 0 2 -0.753 9 0 2
1015 max B 0.184 11 0 2 0.173 11 2.351 18 0.3 11
1016 min 0 2 -0.162 11 0 2 0 2 0 2
1017P876 max T 0.335 16 0.201 16 0.067 17 1.83 21 0.292 16 1018 min 0 2 -0.045 8 0 2 -0.215 6 0 2
1019 max B 0.07 8 0.004 7 0.075 16 1.667 6 0.299 16
1020 min -0.195 16 -0.345 16 0 2 -0.706 21 0 2
1021P211 max T 0.134 15 0.013 14 0.136 7 2.326 15 0.296 7 1022 min -0.057 21 -0.316 7 0 2 0 2 0 2
1023 max B 0.315 7 0.053 21 0.141 8 0.826 18 0.299 7
1024 min -0.002 14 -0.135 15 0 2 -0.761 21 0 2
1025P318 max T 0.248 14 0.04 13 0.178 6 2.333 10 0.372 6 1026 min -0.045 21 -0.386 6 0 2 -0.324 11 0 2
1027 max B 0.32 6 0.066 21 0.142 7 2.32 17 0.299 6
1028 min -0.056 13 -0.234 14 0 2 -0.579 18 0 2
1029P189 max T 0.131 15 0 2 0.147 7 1.73 12 0.298 7
1030 min -0.008 20 -0.302 7 0 2 -0.666 17 0 2
1031 max B 0.297 7 0.009 19 0.148 7 1.256 18 0.296 7
1032 min 0 2 -0.128 15 0 2 -0.542 21 0 2
1033P326 max T 0.267 15 0 2 0.134 15 2.18 20 0.268 15
1034 min 0 2 -0.149 7 0 2 -0.49 19 0 2
1035 max B 0.182 7 0 2 0.149 15 1.761 11 0.296 15
1036 min 0 2 -0.295 15 0 2 -0.383 10 0 2
1037P894 max T 0.167 21 0 2 0.145 21 2.33 21 0.252 21
1038 min 0 2 -0.146 13 0 2 -0.764 6 0 2
1039 max B 0.178 12 0.019 9 0.17 21 2.347 10 0.296 21
1040 min -0.026 17 -0.201 20 0 2 -0.31 9 0 2
1041P121 max T 0.04 14 0 2 0.116 12 1.908 17 0.215 12
1042 min 0 2 -0.195 12 0 2 -0.67 18 0 2
1043 max B 0.273 12 0.001 8 0.156 12 2.112 21 0.294 12
1044 min 0 2 -0.065 20 0 2 -0.784 6 0 2
1045P590 max T 0.161 21 0 2 0.159 13 2.345 6 0.276 13
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 42
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 1046 min 0 2 -0.159 13 0 2 -0.678 8 0 2
1047 max B 0.167 13 0 2 0.17 12 2.272 13 0.294 12
1048 min 0 9 -0.175 12 0 2 -0.783 14 0 2
1049P362 max T 0.254 6 0 2 0.133 6 1.684 11 0.26 6
1050 min 0 2 -0.161 14 0 2 -0.766 10 0 2
1051 max B 0.181 14 0 2 0.15 6 1.831 18 0.292 6
1052 min 0 2 -0.285 6 0 2 -0.762 17 0 2
1053P285A max T 0.253 21 0 2 0.272 13 1.301 17 0.496 13 1054 min -0.006 8 -0.425 13 0 2 -0.623 18 0 2
1055 max B 0.25 11 0.018 7 0.159 11 1.85 7 0.291 11
1056 min -0.008 16 -0.237 19 0 2 -0.553 8 0 2
1057P385 max T 0.242 20 0.01 21 0.118 20 2.16 10 0.239 20 1058 min -0.013 13 -0.147 12 0 2 -0.648 9 0 2
1059 max B 0.165 13 0.005 13 0.146 20 2.315 16 0.29 20
1060 min 0 2 -0.289 21 0 2 -0.628 15 0 2
1061P376 max T 0.17 13 0.029 10 0.117 14 1.331 18 0.204 14 1062 min -0.053 18 -0.14 21 0 2 -0.542 17 0 2
1063 max B 0.164 21 0.024 18 0.151 13 2.258 7 0.29 13
1064 min -0.041 10 -0.276 12 0 2 -0.701 6 0 2
1065P607 max T 0.12 12 0 2 0.16 11 0.705 6 0.281 11
1066 min -0.043 7 -0.202 11 0 2 -0.778 9 0 2
1067 max B 0.211 11 0.025 7 0.164 11 2.163 19 0.288 11
1068 min 0 2 -0.117 11 0 2 0 2 0 2
1069P320 max T 0.206 11 0.037 13 0.178 18 2.204 8 0.356 19 1070 min -0.039 21 -0.368 19 0 2 -0.777 9 0 2
1071 max B 0.289 19 0.062 21 0.144 18 2.179 14 0.288 18 1072 min -0.057 13 -0.199 10 0 2 -0.705 15 0 2
1073P594 max T 0.121 13 0 2 0.153 21 2.349 13 0.291 21
1074 min -0.053 9 -0.275 21 0 2 -0.749 14 0 2
1075 max B 0.269 21 0.039 9 0.154 13 2.166 6 0.288 21
1076 min 0 2 -0.135 13 0 2 0 2 0 2
1077P361 max T 0.243 6 0.007 19 0.132 7 1.872 11 0.252 6 1078 min -0.011 12 -0.162 14 0 2 -0.478 10 0 2
1079 max B 0.18 14 0.004 12 0.147 6 2.018 18 0.287 6
1080 min -0.002 19 -0.279 6 0 2 -0.562 17 0 2
1081P392 max T 0.149 21 0 2 0.152 21 2.334 15 0.264 21
1082 min 0 2 -0.155 21 0 2 -0.77 14 0 2
1083 max B 0.175 20 0 2 0.165 20 2.352 6 0.287 20
1084 min 0 9 -0.159 21 0 2 -0.694 21 0 2
1085P897 max T 0.08 11 0 2 0.117 11 0 2 0.206 11
1086 min 0 2 -0.16 12 0 2 -0.675 12 0 2
1087 max B 0.225 13 0.034 18 0.161 13 1.808 6 0.285 13
1088 min 0 2 -0.115 11 0 2 0 2 0 2
1089P912 max T 0.065 12 0 2 0.129 9 0.089 19 0.257 6
1090 min -0.056 19 -0.277 21 0 2 -0.334 11 0 2
1091 max B 0.306 21 0.057 6 0.127 20 1.65 19 0.283 20
1092 min 0 2 -0.03 13 0 2 0 2 0 2
1093P122 max T 0.04 6 0 2 0.114 8 2.315 14 0.213 8
1094 min 0 2 -0.192 8 0 2 -0.539 15 0 2
1095 max B 0.265 9 0.001 12 0.15 8 1.586 18 0.283 8
1096 min 0 2 -0.055 16 0 2 -0.451 19 0 2
1097P103 max T 0.237 16 0.154 15 0.118 20 2.274 13 0.337 7 1098 min -0.193 7 -0.39 7 0 2 -0.638 14 0 2
1099 max B 0.325 8 0.203 7 0.104 10 2.34 21 0.283 8
1100 min -0.142 15 -0.18 17 0 2 -0.177 6 0 2
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 43
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 1101P356 max T 0.239 10 0.011 10 0.118 12 2.323 15 0.235 11 1102 min -0.013 18 -0.14 19 0 2 -0.603 14 0 2
1103 max B 0.161 18 0.004 18 0.14 10 2.272 6 0.282 10
1104 min -0.005 10 -0.285 10 0 2 -0.592 21 0 2
1105 P96 max T 0.241 20 0.155 21 0.117 16 2.344 17 0.337 13 1106 min -0.195 13 -0.39 13 0 2 -0.639 18 0 2
1107 max B 0.321 12 0.204 13 0.104 10 1.33 21 0.279 12
1108 min -0.145 21 -0.18 19 0 2 -0.608 6 0 2
1109P156 max T 0.11 21 0 2 0.164 13 1.925 13 0.295 13
1110 min -0.002 9 -0.242 13 0 2 0 2 0 2
1111 max B 0.224 13 0.002 18 0.156 13 2.319 7 0.279 13
1112 min 0 2 -0.093 21 0 2 -0.55 8 0 2
1113P170 max T 0.104 11 0 2 0.163 19 1.909 19 0.293 19
1114 min 0 2 -0.243 19 0 2 -0.044 14 0 2
1115 max B 0.225 19 0 2 0.155 19 2.237 13 0.278 19
1116 min 0 2 -0.089 11 0 2 -0.044 14 0 2
1117P347 max T 0.234 17 0.008 14 0.126 17 1.9 6 0.243 17 1118 min -0.01 7 -0.134 9 0 2 -0.618 21 0 2
1119 max B 0.149 9 0.002 7 0.142 17 2.341 11 0.277 17
1120 min -0.001 14 -0.269 17 0 2 -0.452 10 0 2
1121P279 max T 0.155 11 0 2 0.174 19 2.34 21 0.312 19
1122 min -0.009 15 -0.255 19 0 2 -0.757 23 0 2
1123 max B 0.193 19 0 2 0.158 20 2.343 13 0.276 20
1124 min -0.01 9 -0.187 12 0 2 -0.671 14 0 2
1125P588 max T 0.117 11 0 2 0.142 11 2.322 16 0.247 11
1126 min -0.022 23 -0.183 20 0 2 -0.669 17 0 2
1127 max B 0.191 10 0.006 38 0.158 11 2.352 10 0.276 11 1128 min 0 2 -0.126 11 0 2 -0.685 11 0 2
1129P321 max T 0.208 10 0.032 12 0.172 18 1.211 6 0.353 18 1130 min -0.031 21 -0.361 18 0 2 -0.768 7 0 2
1131 max B 0.277 18 0.038 21 0.14 17 1.299 6 0.274 18
1132 min -0.042 12 -0.211 10 0 2 -0.746 21 0 2
1133P110 max T 0.227 9 0.128 10 0.127 15 2.211 21 0.324 17 1134 min -0.188 18 -0.371 17 0 2 -0.74 6 0 2
1135 max B 0.313 17 0.186 19 0.107 15 2.15 11 0.274 17
1136 min -0.121 10 -0.191 9 0 2 -0.761 12 0 2
1137P205 max T 0.099 19 0.045 18 0.111 13 2.353 20 0.266 12 1138 min -0.136 9 -0.299 11 0 2 0 2 0 2
1139 max B 0.299 12 0.132 9 0.123 13 0.851 8 0.272 12
1140 min -0.038 18 -0.117 20 0 2 -0.699 10 0 2
1141P183 max T 0.109 19 0.01 18 0.126 12 2.256 6 0.275 11 1142 min -0.055 10 -0.296 11 0 2 -0.658 21 0 2
1143 max B 0.288 12 0.057 10 0.127 13 0.974 19 0.271 12 1144 min -0.008 18 -0.123 20 0 2 -0.453 15 0 2
1145P857 max T 0.066 13 0 2 0.114 21 1.849 15 0.248 21
1146 min -0.053 16 -0.265 21 0 2 -0.504 16 0 2
1147 max B 0.293 21 0.055 19 0.121 21 2.224 16 0.271 21 1148 min 0 2 -0.076 13 0 2 -0.517 11 0 2
1149 P89 max T 0.222 11 0.128 10 0.126 21 2.284 8 0.322 19 1150 min -0.188 18 -0.369 19 0 2 -0.664 9 0 2
1151 max B 0.307 19 0.188 17 0.105 21 2.301 15 0.269 19 1152 min -0.121 10 -0.184 10 0 2 -0.114 16 0 2
1153P153 max T 0.092 9 0 2 0.153 17 1.643 12 0.276 17
1154 min -0.003 6 -0.23 17 0 2 -0.531 11 0 2
1155 max B 0.219 18 0.002 13 0.15 18 2.187 13 0.268 18
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 44
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 1156 min 0 2 -0.082 10 0 2 -0.512 14 0 2
1157P363 max T 0.226 21 0 2 0.117 20 2.088 10 0.23 20
1158 min 0 2 -0.132 13 0 2 -0.577 9 0 2
1159 max B 0.155 13 0 2 0.136 21 2.326 16 0.267 21
1160 min 0 2 -0.262 21 0 2 -0.535 15 0 2
1161P307 max T 0.231 21 0 2 0.23 13 2.31 7 0.421 13
1162 min 0 2 -0.368 13 0 2 -0.729 6 0 2
1163 max B 0.231 12 0 2 0.146 12 2.163 15 0.267 12
1164 min 0 2 -0.203 20 0 2 -0.781 14 0 2
1165P113Amax T 0.249 14 0.013 13 0.122 15 2.315 6 0.245 14 1166 min -0.045 21 -0.116 7 0 2 -0.672 7 0 2
1167 max B 0.122 6 0.049 21 0.131 12 2.343 18 0.267 13
1168 min -0.021 13 -0.276 13 0 2 -0.551 19 0 2
1169P379 max T 0.166 8 0.042 10 0.126 6 2.334 14 0.218 6 1170 min -0.061 18 -0.135 15 0 2 -0.737 13 0 2
1171 max B 0.144 15 0.03 18 0.147 6 2.268 6 0.266 7
1172 min -0.049 10 -0.248 8 0 2 -0.774 21 0 2
1173P297A max T 0.193 13 0.02 13 0.176 19 2.192 9 0.359 20 1174 min -0.024 21 -0.368 20 0 2 -0.642 10 0 2
1175 max B 0.277 20 0.031 21 0.13 18 2.347 16 0.265 20
1176 min -0.025 13 -0.186 12 0 2 -0.684 17 0 2
1177P167 max T 0.094 14 0 2 0.149 7 1.602 18 0.268 7
1178 min -0.002 11 -0.223 7 0 2 -0.563 17 0 2
1179 max B 0.219 7 0.002 18 0.147 7 1.14 16 0.265 7
1180 min 0 2 -0.087 15 0 2 -0.37 19 0 2
1181P871 max T 0.061 18 0 2 0.108 11 1.154 20 0.244 11
1182 min -0.057 9 -0.267 10 0 2 -0.619 6 0 2
1183 max B 0.286 11 0.066 9 0.118 12 1.51 5 0.264 11
1184 min 0 2 -0.057 19 0 2 -0.497 18 0 2
1185P119Amax T 0.242 9 0 2 0.128 10 2.304 18 0.247 10
1186 min -0.033 17 -0.082 18 0 2 -0.6 19 0 2
1187 max B 0.078 18 0.03 17 0.133 9 2.18 13 0.263 9
1188 min -0.001 23 -0.261 9 0 2 -0.723 14 0 2
1189P115Amax T 0.251 13 0.085 11 0.11 14 2.349 20 0.233 14 1190 min -0.057 19 -0.114 6 0 2 -0.765 21 0 2
1191 max B 0.135 6 0.063 19 0.124 14 2.296 18 0.263 14
1192 min -0.094 11 -0.276 14 0 2 -0.293 19 0 2
1193P122A max T 0.226 6 0.004 6 0.111 6 2.342 17 0.224 6 1194 min -0.034 15 -0.091 12 0 2 -0.649 18 0 2
1195 max B 0.097 14 0.036 15 0.13 7 2.164 13 0.26 7
1196 min -0.01 6 -0.261 7 0 2 -0.581 14 0 2
1197 P9 max T 0.243 10 0.11 13 0.128 9 0.837 7 0.239 10 1198 min -0.048 21 -0.124 18 0 2 -0.52 18 0 2
1199 max B 0.135 6 0.06 21 0.111 9 2.355 9 0.26 12
1200 min -0.189 14 -0.3 12 0 2 -0.726 1 0 2
1201P206 max T 0.1 17 0.044 18 0.105 7 2.253 6 0.262 8
1202 min -0.128 11 -0.296 9 0 2 -0.785 19 0 2
1203 max B 0.288 8 0.127 11 0.114 7 0.785 19 0.259 8
1204 min -0.036 18 -0.109 16 0 2 -0.696 15 0 2
1205 P14 max T 0.249 10 0.113 7 0.132 11 2.337 10 0.244 10 1206 min -0.048 16 -0.127 18 0 2 -0.726 9 0 2
1207 max B 0.137 14 0.058 15 0.113 11 2.273 18 0.259 8
1208 min -0.188 6 -0.299 8 0 2 -0.724 19 0 2
1209P184 max T 0.115 16 0.01 18 0.127 8 2.083 21 0.277 8 1210 min -0.055 10 -0.296 9 0 2 0 2 0 2
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 45
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 1211 max B 0.275 8 0.057 10 0.12 7 2.346 14 0.258 8
1212 min -0.009 18 -0.114 16 0 2 -0.425 13 0 2
1213P116Amax T 0.242 10 0.001 12 0.13 10 2.191 21 0.252 10 1214 min -0.028 19 -0.089 17 0 2 -0.737 6 0 2
1215 max B 0.087 6 0.026 19 0.13 11 2.323 18 0.258 11
1216 min -0.001 23 -0.257 11 0 2 -0.096 19 0 2
1217P319 max T 0.17 12 0.003 13 0.167 19 2.217 9 0.321 19 1218 min 0 2 -0.312 20 0 2 -0.644 10 0 2
1219 max B 0.249 20 0.008 21 0.139 18 2.256 15 0.256 19 1220 min -0.01 13 -0.16 12 0 2 -0.779 16 0 2
1221P596 max T 0.057 13 0 2 0.11 21 2.11 14 0.211 21
1222 min -0.037 16 -0.202 21 0 2 0 2 0 2
1223 max B 0.213 21 0.039 16 0.142 21 2.001 6 0.256 21
1224 min 0 10 -0.07 21 0 2 0 2 0 2
1225P389 max T 0.282 17 0.11 18 0.089 16 2.264 9 0.246 17 1226 min 0 2 -0.057 10 0 2 -0.765 7 0 2
1227 max B 0.091 10 0 2 0.103 15 2.322 21 0.255 17
1228 min -0.101 18 -0.288 17 0 2 -0.724 20 0 2
1229P107A max T 0.221 19 0.078 17 0.106 20 0.822 7 0.212 19 1230 min -0.024 9 -0.098 11 0 2 -0.562 12 0 2
1231 max B 0.125 12 0.028 9 0.132 21 2.329 7 0.255 20
1232 min -0.089 17 -0.255 19 0 2 0 2 0 2
1233P333 max T 0.237 11 0.002 10 0.12 11 2.252 16 0.239 11 1234 min -0.003 18 -0.132 19 0 2 -0.573 15 0 2
1235 max B 0.158 19 0.001 18 0.128 11 1.873 7 0.255 11
1236 min -0.001 10 -0.254 11 0 2 -0.678 6 0 2
1237P302A max T 0.177 10 0.021 7 0.181 18 2.329 6 0.345 18 1238 min -0.009 14 -0.324 18 0 2 0 2 0 2
1239 max B 0.235 18 0.015 15 0.137 19 2.331 9 0.253 19
1240 min -0.018 7 -0.183 10 0 2 -0.704 8 0 2
1241P364 max T 0.21 19 0.008 6 0.116 18 2.308 8 0.221 19 1242 min -0.009 13 -0.127 11 0 2 -0.485 7 0 2
1243 max B 0.141 11 0.002 13 0.131 19 2.185 15 0.253 19 1244 min -0.001 6 -0.243 19 0 2 -0.277 14 0 2
1245P791 max T 0.295 21 0.183 20 0.059 6 1.758 38 0.257 21 1246 min -0.005 12 -0.06 13 0 2 -0.033 11 0 2
1247 max B 0.06 13 0 2 0.075 6 2.239 10 0.252 21
1248 min -0.154 20 -0.291 21 0 2 -0.535 9 0 2
1249P120A max T 0.236 7 0.081 9 0.103 6 1.224 17 0.219 6 1250 min -0.052 17 -0.102 14 0 2 -0.748 18 0 2
1251 max B 0.121 14 0.056 17 0.117 6 2.214 12 0.25 6
1252 min -0.092 9 -0.264 7 0 2 -0.747 13 0 2
1253P340 max T 0.228 6 0 2 0.116 6 1.62 11 0.23 6
1254 min 0 2 -0.135 14 0 2 -0.668 10 0 2
1255 max B 0.158 14 0 2 0.126 6 1.702 18 0.25 6
1256 min 0 2 -0.247 6 0 2 -0.676 17 0 2
1257P121A max T 0.229 9 0.085 6 0.107 10 0.919 15 0.212 9 1258 min -0.061 15 -0.094 17 0 2 -0.756 16 0 2
1259 max B 0.122 17 0.07 15 0.125 10 2.308 13 0.25 9
1260 min -0.095 6 -0.267 9 0 2 -0.659 14 0 2
1261P114Amax T 0.232 11 0.085 14 0.106 10 2.309 6 0.213 11 1262 min -0.062 21 -0.093 19 0 2 -0.781 7 0 2
1263 max B 0.122 19 0.071 21 0.125 10 2.276 18 0.249 11 1264 min -0.096 14 -0.269 11 0 2 -0.735 19 0 2
1265P310 max T 0.232 21 0.051 18 0.198 13 2.284 14 0.386 13 Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 46
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 1266 min -0.072 10 -0.375 13 0 2 -0.774 15 0 2
1267 max B 0.25 13 0.089 10 0.135 6 2.328 6 0.249 13
1268 min -0.072 18 -0.212 21 0 2 -0.751 7 0 2
1269P161 max T 0.074 19 0.012 16 0.14 11 2.034 6 0.261 11 1270 min -0.006 6 -0.24 10 0 2 -0.583 21 0 2
1271 max B 0.222 11 0.002 7 0.133 11 1.571 17 0.247 11
1272 min -0.001 17 -0.073 19 0 2 -0.296 15 0 2
1273P293A max T 0.132 17 0.01 14 0.145 9 2.308 10 0.264 9 1274 min -0.017 21 -0.227 9 0 2 -0.781 11 0 2
1275 max B 0.177 10 0 2 0.141 10 2.349 18 0.247 10
1276 min 0 2 -0.163 18 0 2 -0.678 19 0 2
1277P387 max T 0.167 18 0.015 21 0.116 17 2.28 11 0.206 17 1278 min -0.027 12 -0.136 10 0 2 -0.593 12 0 2
1279 max B 0.135 10 0.029 13 0.126 18 2.174 14 0.247 18 1280 min -0.035 6 -0.241 18 0 2 -0.266 13 0 2
1281P316 max T 0.209 15 0.032 13 0.175 7 2.287 11 0.341 7 1282 min -0.025 20 -0.331 7 0 2 -0.618 12 0 2
1283 max B 0.236 7 0.049 20 0.128 8 2.291 15 0.246 8
1284 min -0.034 13 -0.193 15 0 2 -0.784 14 0 2
1285P792 max T 0.21 6 0.007 6 0.107 21 0.554 10 0.209 21 1286 min -0.075 13 -0.13 14 0 2 -0.077 15 0 2
1287 max B 0.123 14 0.079 14 0.136 21 2.03 19 0.245 21
1288 min 0 2 -0.211 6 0 2 0 2 0 2
1289P334 max T 0.22 10 0.003 10 0.108 10 2.306 15 0.218 10 1290 min -0.004 18 -0.11 18 0 2 -0.429 14 0 2
1291 max B 0.146 18 0.001 18 0.121 10 2.211 6 0.242 10
1292 min -0.002 10 -0.243 10 0 2 -0.399 21 0 2
1293P368 max T 0.172 19 0.011 15 0.114 19 2.307 15 0.206 19 1294 min -0.017 9 -0.14 11 0 2 -0.581 16 0 2
1295 max B 0.13 10 0.026 8 0.123 19 1.956 14 0.241 18
1296 min -0.033 15 -0.242 18 0 2 -0.609 13 0 2
1297P128A max T 0.216 17 0.084 20 0.096 16 0.55 8 0.203 17 1298 min -0.004 10 -0.082 10 0 2 -0.663 15 0 2
1299 max B 0.109 9 0.011 10 0.121 16 2.26 7 0.241 16
1300 min -0.091 20 -0.25 17 0 2 0 2 0 2
1301P852 max T 0.061 18 0 2 0.106 10 2.327 19 0.244 10
1302 min -0.058 11 -0.267 10 0 2 -0.446 21 0 2
1303 max B 0.266 10 0.066 11 0.104 9 2.041 14 0.241 10
1304 min 0 2 -0.035 18 0 2 0 2 0 2
1305P410 max T 0.259 18 0.129 17 0.094 20 2.205 6 0.228 19 1306 min 0 2 -0.057 10 0 2 0 2 0 2
1307 max B 0.091 11 0.002 9 0.092 19 0.631 21 0.241 18
1308 min -0.102 18 -0.275 18 0 2 -0.497 10 0 2
1309P162 max T 0.08 17 0 2 0.142 9 2.177 20 0.266 9
1310 min 0 2 -0.241 9 0 2 0 2 0 2
1311 max B 0.215 9 0.002 12 0.13 9 2.257 15 0.24 9
1312 min -0.001 19 -0.069 17 0 2 -0.605 14 0 2
1313P287A max T 0.17 21 0 2 0.197 14 2.321 13 0.344 14
1314 min -0.014 10 -0.25 13 0 2 -0.747 14 0 2
1315 max B 0.135 8 0 2 0.137 7 2.344 6 0.237 7
1316 min 0 2 -0.154 6 0 2 -0.707 7 0 2
1317P805 max T 0.271 11 0.171 10 0.058 13 1.754 38 0.236 11 1318 min 0 2 -0.029 19 0 2 -0.052 20 0 2
1319 max B 0.038 19 0 2 0.06 11 2.277 17 0.237 11
1320 min -0.157 10 -0.273 11 0 2 -0.748 16 0 2
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 47
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 1321P341 max T 0.209 21 0 2 0.106 21 1.902 10 0.21 21
1322 min 0 2 -0.117 13 0 2 -0.385 9 0 2
1323 max B 0.144 13 0 2 0.119 21 2.338 16 0.235 21
1324 min 0 2 -0.233 21 0 2 -0.321 15 0 2
1325P108A max T 0.229 15 0 2 0.126 14 2.33 10 0.235 15
1326 min -0.038 9 -0.101 6 0 2 -0.715 11 0 2
1327 max B 0.095 6 0.04 9 0.126 20 2.254 8 0.234 19
1328 min -0.006 16 -0.229 18 0 2 0 2 0 2
1329P134 max T 0.249 13 0.089 15 0.089 12 2.331 10 0.221 13 1330 min 0 2 -0.13 21 0 2 -0.477 9 0 2
1331 max B 0.138 21 0.013 6 0.086 13 2.153 18 0.234 13
1332 min -0.104 14 -0.266 13 0 2 0 2 0 2
1333P328 max T 0.214 13 0 2 0.111 13 2.304 18 0.219 13
1334 min -0.001 9 -0.131 21 0 2 -0.779 9 0 2
1335 max B 0.147 6 0.001 9 0.118 14 1.841 10 0.234 14
1336 min 0 2 -0.231 14 0 2 0 2 0 2
1337P286 max T 0.184 12 0.021 9 0.166 13 2.343 11 0.288 13 1338 min -0.002 17 -0.169 20 0 2 -0.768 10 0 2
1339 max B 0.131 21 0 2 0.135 13 2.316 21 0.234 13
1340 min -0.002 17 -0.145 13 0 2 -0.747 6 0 2
1341P404 max T 0.222 6 0.071 7 0.099 19 2.251 11 0.201 21 1342 min 0 2 -0.086 16 0 2 -0.782 12 0 2
1343 max B 0.086 14 0 2 0.116 21 2.175 17 0.234 6
1344 min -0.037 8 -0.241 6 0 2 -0.667 18 0 2
1345P382 max T 0.16 8 0.02 21 0.098 9 1.067 19 0.18 9
1346 min -0.013 14 -0.129 16 0 2 -0.457 6 0 2
1347 max B 0.139 15 0.03 13 0.115 8 1.847 19 0.232 8
1348 min -0.037 21 -0.237 7 0 2 -0.734 18 0 2
1349P786 max T 0.252 9 0.172 10 0.048 8 2.247 20 0.223 10 1350 min 0 2 -0.008 19 0 2 -0.637 19 0 2
1351 max B 0.052 19 0 2 0.063 21 1.663 15 0.231 10
1352 min -0.157 10 -0.265 10 0 2 -0.625 14 0 2
1353P294 max T 0.092 14 0.023 17 0.119 11 2.348 13 0.216 11 1354 min -0.037 7 -0.201 10 0 2 -0.748 14 0 2
1355 max B 0.169 11 0.026 6 0.131 12 0.822 9 0.23 11
1356 min 0 2 -0.101 13 0 2 -0.727 19 0 2
1357P115 max T 0.033 21 0 2 0.111 14 2.291 21 0.221 14
1358 min 0 2 -0.22 14 0 2 -0.662 6 0 2
1359 max B 0.231 14 0.009 16 0.114 14 0.886 6 0.229 14
1360 min 0 2 -0.046 21 0 2 -0.391 9 0 2
1361P797 max T 0.255 17 0.198 16 0.031 17 2.234 9 0.232 16 1362 min 0 2 -0.016 8 0 2 -0.355 8 0 2
1363 max B 0.023 8 0 2 0.049 17 2.334 21 0.229 16
1364 min -0.166 16 -0.261 16 0 2 -0.685 20 0 2
1365P401 max T 0.213 10 0.063 8 0.115 13 2.296 13 0.207 12 1366 min 0 2 -0.104 15 0 2 -0.774 14 0 2
1367 max B 0.088 15 0 2 0.116 11 1.97 18 0.228 10
1368 min -0.029 8 -0.229 9 0 2 -0.762 19 0 2
1369P127A max T 0.225 20 0 18 0.117 20 1.475 11 0.23 20 1370 min -0.038 11 -0.081 14 0 2 -0.78 12 0 2
1371 max B 0.084 9 0.038 11 0.12 17 2.354 8 0.227 18
1372 min 0 23 -0.227 18 0 2 -0.699 9 0 2
1373P114 max T 0.026 10 0 2 0.111 17 2.06 6 0.22 17
1374 min 0 2 -0.217 17 0 2 0 2 0 2
1375 max B 0.227 17 0.009 14 0.113 17 2.347 8 0.227 17
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 48
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 1376 min 0 2 -0.029 10 0 2 -0.66 10 0 2
1377P352 max T 0.255 6 0.041 6 0.161 14 2.037 18 0.34 14 1378 min -0.036 14 -0.357 14 0 2 -0.107 19 0 2
1379 max B 0.255 14 0.078 14 0.088 14 2.309 10 0.226 14 1380 min -0.051 6 -0.22 6 0 2 -0.483 11 0 2
1381P129 max T 0.027 10 0 2 0.11 19 2.214 10 0.217 19
1382 min 0 2 -0.214 19 0 2 -0.72 11 0 2
1383 max B 0.225 19 0.009 6 0.112 19 0.804 11 0.225 19
1384 min 0 2 -0.029 10 0 2 -0.45 14 0 2
1385P339 max T 0.208 6 0.001 19 0.106 6 1.519 11 0.21 6 1386 min -0.003 11 -0.125 14 0 2 -0.267 10 0 2
1387 max B 0.143 14 0.001 11 0.113 6 1.834 18 0.224 6
1388 min 0 19 -0.222 6 0 2 -0.382 17 0 2
1389P128 max T 0.031 15 0 2 0.108 6 2.036 12 0.216 6
1390 min 0 2 -0.215 6 0 2 0 2 0 2
1391 max B 0.225 6 0.01 20 0.11 6 2.28 14 0.223 6
1392 min 0 2 -0.043 15 0 2 -0.753 15 0 2
1393P593 max T 0.097 12 0 2 0.133 12 1.272 7 0.234 12
1394 min -0.042 7 -0.17 12 0 2 -0.754 9 0 2
1395 max B 0.15 13 0.045 7 0.128 12 2.334 21 0.222 12
1396 min 0 2 -0.106 12 0 2 -0.774 6 0 2
1397P148 max T 0.252 18 0.098 21 0.09 18 2.33 17 0.225 18 1398 min 0 12 -0.123 10 0 2 -0.77 16 0 2
1399 max B 0.121 11 0.001 11 0.081 18 2.157 9 0.222 19
1400 min -0.093 19 -0.253 19 0 2 0 2 0 2
1401P866 max T 0.039 8 0 2 0.09 16 2.301 9 0.215 16
1402 min -0.058 15 -0.238 16 0 2 -0.334 10 0 2
1403 max B 0.248 16 0.071 15 0.089 16 1.936 19 0.221 16 1404 min -0.001 6 -0.029 8 0 2 0 2 0 2
1405P800 max T 0.247 16 0.188 16 0.03 15 2.243 9 0.224 16 1406 min 0 2 -0.019 9 0 2 -0.767 10 0 2
1407 max B 0.028 9 0 2 0.046 16 1.533 6 0.221 16
1408 min -0.161 16 -0.252 16 0 2 0 2 0 2
1409P325 max T 0.201 17 0.001 13 0.103 17 1.604 6 0.203 17 1410 min -0.003 6 -0.103 9 0 2 -0.387 21 0 2
1411 max B 0.127 8 0 6 0.111 16 1.804 12 0.22 16
1412 min 0 2 -0.219 16 0 2 -0.743 11 0 2
1413P373 max T 0.106 10 0 2 0.083 11 2.282 21 0.144 11
1414 min 0 2 -0.095 18 0 2 -0.555 6 0 2
1415 max B 0.103 20 0 2 0.12 12 2.293 16 0.219 12
1416 min -0.005 17 -0.191 12 0 2 -0.35 17 0 2
1417P881 max T 0.118 19 0 2 0.106 19 0.081 7 0.184 19
1418 min 0 2 -0.111 14 0 2 -0.661 13 0 2
1419 max B 0.139 14 0 2 0.126 15 1.784 7 0.218 15
1420 min 0 2 -0.121 17 0 2 0 2 0 2
1421P863 max T 0.044 7 0 2 0.087 15 1.018 8 0.211 15
1422 min -0.069 17 -0.236 16 0 2 -0.323 12 0 2
1423 max B 0.246 16 0.093 17 0.077 16 1.616 11 0.216 16 1424 min 0 2 -0.032 8 0 2 -0.578 7 0 2
1425P131A max T 0.25 18 0.093 16 0.094 19 2.334 13 0.224 18 1426 min 0 2 -0.124 10 0 2 -0.672 11 0 2
1427 max B 0.11 10 0.007 7 0.081 18 2.355 20 0.215 18
1428 min -0.093 17 -0.245 18 0 2 -0.752 19 0 2
1429P883 max T 0.134 16 0 2 0.124 15 0 2 0.214 15
1430 min 0 2 -0.119 14 0 2 -0.584 6 0 2
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 49
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 1431 max B 0.126 13 0.003 9 0.124 15 1.68 7 0.215 15
1432 min 0 2 -0.143 16 0 2 0 2 0 2
1433P354 max T 0.108 12 0 2 0.073 13 1.845 17 0.131 13
1434 min 0 2 -0.085 21 0 2 -0.697 16 0 2
1435 max B 0.106 21 0 2 0.117 13 2.094 7 0.214 13
1436 min 0 2 -0.188 12 0 2 -0.767 6 0 2
1437P882 max T 0.132 16 0 2 0.119 16 0.426 10 0.206 16
1438 min 0 2 -0.106 16 0 2 -0.004 6 0 2
1439 max B 0.107 18 0.004 7 0.123 17 1.96 14 0.213 17
1440 min 0 2 -0.141 16 0 2 0 2 0 2
1441P587 max T 0.002 17 0 2 0.082 21 1.932 14 0.181 21
1442 min -0.052 23 -0.195 6 0 2 -0.694 15 0 2
1443 max B 0.194 21 0.034 9 0.113 21 2.135 9 0.212 21
1444 min 0 2 -0.036 19 0 2 -0.723 10 0 2
1445P794 max T 0.229 19 0.201 20 0.046 15 2.333 11 0.215 19 1446 min 0 2 -0.021 12 0 2 -0.043 8 0 2
1447 max B 0.045 12 0 2 0.062 15 1.234 10 0.211 19
1448 min -0.175 20 -0.236 19 0 2 -0.615 7 0 2
1449P608 max T 0.04 13 0 2 0.1 20 2.35 10 0.199 20
1450 min -0.076 8 -0.203 21 0 2 -0.779 13 0 2
1451 max B 0.182 21 0.062 8 0.116 20 1.878 21 0.211 20
1452 min 0 2 -0.051 20 0 2 0 2 0 2
1453P798 max T 0.156 16 0 2 0.102 17 0.536 21 0.183 17
1454 min -0.022 8 -0.097 21 0 2 -0.084 10 0 2
1455 max B 0.113 18 0.016 8 0.121 17 2.057 18 0.21 17
1456 min 0 2 -0.139 16 0 2 0 2 0 2
1457P600 max T 0.045 6 0 2 0.097 20 2.291 6 0.198 18
1458 min -0.07 16 -0.221 17 0 2 -0.722 21 0 2
1459 max B 0.225 17 0.045 16 0.103 19 2.174 11 0.209 18 1460 min 0 2 -0.048 6 0 2 -0.772 10 0 2
1461P407 max T 0.098 19 0 2 0.101 19 2.234 21 0.174 19
1462 min 0 2 -0.103 19 0 2 -0.753 6 0 2
1463 max B 0.135 19 0 2 0.12 19 2.347 14 0.208 19
1464 min 0 2 -0.116 11 0 2 -0.641 7 0 2
1465P145 max T 0.237 7 0.1 21 0.083 8 1.987 20 0.209 7
1466 min -0.009 14 -0.115 15 0 2 -0.624 18 0 2
1467 max B 0.112 15 0.024 14 0.071 8 2.356 10 0.208 7
1468 min -0.113 6 -0.239 7 0 2 -0.769 21 0 2
1469P299 max T 0.076 14 0.037 14 0.103 21 2.024 12 0.209 6 1470 min -0.027 8 -0.217 6 0 2 -0.704 13 0 2
1471 max B 0.188 21 0.003 9 0.109 21 0.661 13 0.205 21
1472 min 0 2 -0.064 13 0 2 -0.784 6 0 2
1473P605 max T 0.105 19 0 2 0.102 11 2.33 14 0.177 11
1474 min 0 2 -0.103 11 0 2 -0.683 9 0 2
1475 max B 0.111 19 0 2 0.117 11 2.222 15 0.203 11
1476 min 0 2 -0.128 11 0 2 -0.782 6 0 2
1477P293 max T 0.096 19 0.059 21 0.116 11 0.934 7 0.237 11 1478 min -0.037 14 -0.243 12 0 2 -0.533 19 0 2
1479 max B 0.182 11 0.059 15 0.114 10 2.345 9 0.203 10
1480 min -0.03 21 -0.103 8 0 2 -0.758 1 0 2
1481P601 max T 0.036 10 0 2 0.089 12 2.13 6 0.194 17
1482 min -0.071 15 -0.218 15 0 2 -0.737 21 0 2
1483 max B 0.22 15 0.048 15 0.096 13 2.31 10 0.202 14
1484 min 0 2 -0.04 10 0 2 -0.671 9 0 2
1485P799 max T 0.138 15 0 2 0.09 15 0 2 0.163 15
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 50
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 1486 min -0.006 8 -0.073 6 0 2 -0.558 10 0 2
1487 max B 0.099 15 0 2 0.115 15 1.67 8 0.2 15
1488 min 0 2 -0.132 15 0 2 0 2 0 2
1489P140 max T 0.23 8 0.16 10 0.075 14 2.318 20 0.199 8 1490 min -0.028 18 -0.1 17 0 2 -0.662 19 0 2
1491 max B 0.088 17 0.024 18 0.052 14 2.292 11 0.199 9
1492 min -0.178 10 -0.223 9 0 2 0 2 0 2
1493P599 max T 0.08 6 0 2 0.115 21 2.335 7 0.205 21
1494 min -0.035 17 -0.168 20 0 2 -0.773 6 0 2
1495 max B 0.166 19 0.015 17 0.111 21 2.192 11 0.198 20 1496 min 0 10 -0.075 6 0 2 0 2 0 2
1497P793 max T 0.125 18 0 2 0.098 17 0.149 9 0.172 17
1498 min 0 2 -0.072 17 0 2 -0.474 17 0 2
1499 max B 0.122 20 0.011 9 0.114 18 1.565 11 0.197 18
1500 min 0 2 -0.12 17 0 2 0 2 0 2
1501P112Amax T 0.188 15 0.147 13 0.082 18 0.681 16 0.165 14 1502 min -0.012 6 -0.09 20 0 2 -0.623 11 0 2
1503 max B 0.099 20 0.04 6 0.07 18 2.248 18 0.197 13
1504 min -0.152 13 -0.225 12 0 2 0 2 0 2
1505P139 max T 0.228 12 0.162 10 0.073 14 2.313 7 0.198 12 1506 min -0.028 18 -0.1 20 0 2 -0.755 6 0 2
1507 max B 0.082 19 0.025 18 0.05 14 2.298 14 0.197 11
1508 min -0.179 10 -0.222 11 0 2 -0.773 13 0 2
1509P117Amax T 0.225 10 0.146 11 0.081 7 2.354 21 0.197 10 1510 min -0.038 18 -0.075 20 0 2 -0.77 20 0 2
1511 max B 0.054 20 0.023 19 0.066 15 2.083 17 0.196 11 1512 min -0.144 11 -0.223 11 0 2 0 2 0 2
1513P785 max T 0.169 7 0 2 0.096 7 0.167 15 0.182 7
1514 min -0.02 15 -0.102 15 0 2 -0.494 9 0 2
1515 max B 0.118 12 0.04 15 0.108 7 1.519 17 0.196 7
1516 min 0 2 -0.166 7 0 2 0 2 0 2
1517P860 max T 0.041 13 0 2 0.069 20 2.355 13 0.195 20
1518 min -0.084 20 -0.222 20 0 2 -0.779 12 0 2
1519 max B 0.225 19 0.103 20 0.062 19 2.186 8 0.196 19
1520 min 0 2 -0.007 12 0 2 -0.714 11 0 2
1521P123A max T 0.19 8 0.128 6 0.082 18 0.686 12 0.166 6 1522 min -0.029 14 -0.085 16 0 2 -0.629 16 0 2
1523 max B 0.091 16 0.047 14 0.071 18 2.2 12 0.195 7
1524 min -0.131 7 -0.225 7 0 2 0 2 0 2
1525P342 max T 0.178 19 0.001 6 0.092 19 2.255 8 0.181 19 1526 min -0.003 14 -0.098 11 0 2 -0.128 7 0 2
1527 max B 0.116 11 0.001 14 0.099 19 2.025 15 0.195 19 1528 min 0 2 -0.193 19 0 2 -0.033 14 0 2
1529P118Amax T 0.224 10 0.155 9 0.077 13 0.635 15 0.195 10 1530 min -0.038 18 -0.071 16 0 2 -0.736 19 0 2
1531 max B 0.055 17 0.02 17 0.06 13 2.177 13 0.195 10
1532 min -0.153 9 -0.223 10 0 2 0 2 0 2
1533P834 max T 0.023 12 0 2 0.085 20 2.168 6 0.167 20
1534 min -0.008 9 -0.165 20 0 2 0 2 0 2
1535 max B 0.192 21 0.008 17 0.097 21 2.326 11 0.193 21 1536 min 0 2 -0.036 13 0 2 -0.701 14 0 2
1537P909 max T 0.11 19 0 2 0.1 19 1.176 38 0.173 19
1538 min 0 2 -0.09 19 0 2 -0.738 8 0 2
1539 max B 0.133 11 0 2 0.108 19 2.344 6 0.193 19
1540 min 0 2 -0.156 19 0 2 -0.752 17 0 2
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 51
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 1541P856 max T 0.033 13 0 2 0.077 20 2.351 20 0.167 20
1542 min -0.033 8 -0.177 20 0 2 -0.772 21 0 2
1543 max B 0.205 21 0.034 6 0.087 21 0.709 20 0.191 21
1544 min 0 2 -0.039 13 0 2 -0.623 13 0 2
1545P848 max T 0.024 18 0 2 0.087 10 2.121 14 0.174 10
1546 min -0.008 23 -0.175 10 0 2 0 2 0 2
1547 max B 0.191 11 0.01 7 0.095 11 2.315 19 0.191 11
1548 min 0 2 -0.025 20 0 2 -0.677 18 0 2
1549P870 max T 0.027 18 0 2 0.082 10 2.348 14 0.175 10
1550 min -0.037 14 -0.185 10 0 2 0 2 0 2
1551 max B 0.201 11 0.028 13 0.087 11 2.334 19 0.189 11 1552 min 0 2 -0.017 19 0 2 -0.678 18 0 2
1553P357 max T 0.102 8 0 2 0.072 7 2.312 16 0.128 7
1554 min 0 2 -0.078 15 0 2 -0.778 15 0 2
1555 max B 0.087 15 0 2 0.103 7 2.283 6 0.188 7
1556 min 0 2 -0.164 8 0 2 -0.705 21 0 2
1557P109A max T 0.203 18 0.136 17 0.101 13 0.601 21 0.182 19 1558 min -0.02 9 -0.098 10 0 2 -0.761 11 0 2
1559 max B 0.09 10 0.022 9 0.076 12 2.037 21 0.187 18
1560 min -0.137 17 -0.216 18 0 2 0 2 0 2
1561P346 max T 0.122 19 0.015 6 0.073 18 1.971 14 0.13 18 1562 min -0.027 13 -0.102 11 0 2 -0.765 15 0 2
1563 max B 0.087 10 0.022 13 0.102 18 1.19 6 0.187 18
1564 min -0.022 6 -0.163 18 0 2 -0.709 7 0 2
1565P591 max T 0.102 6 0 2 0.098 6 2.327 8 0.171 6
1566 min 0 2 -0.095 6 0 2 -0.724 9 0 2
1567 max B 0.105 21 0 2 0.108 21 2.28 15 0.186 21
1568 min 0 2 -0.11 21 0 2 -0.766 16 0 2
1569P126A max T 0.204 18 0.143 19 0.087 8 0.74 9 0.177 19 1570 min -0.026 12 -0.095 10 0 2 -0.627 14 0 2
1571 max B 0.09 10 0.018 11 0.066 8 2.334 7 0.186 18
1572 min -0.143 19 -0.214 18 0 2 -0.729 9 0 2
1573P395 max T 0.208 13 0.071 15 0.121 20 2.319 20 0.209 20 1574 min 0 2 -0.128 20 0 2 -0.769 19 0 2
1575 max B 0.128 21 0 2 0.106 20 0.766 19 0.185 20
1576 min -0.062 15 -0.187 13 0 2 -0.47 13 0 2
1577P360 max T 0.106 9 0.015 11 0.07 7 2.288 20 0.125 8 1578 min -0.025 19 -0.082 17 0 2 -0.709 21 0 2
1579 max B 0.087 16 0 2 0.102 7 2.353 13 0.184 7
1580 min -0.019 12 -0.157 8 0 2 -0.685 18 0 2
1581P365 max T 0.113 17 0.013 14 0.072 18 2.33 12 0.128 18 1582 min -0.022 7 -0.095 9 0 2 -0.67 13 0 2
1583 max B 0.087 10 0.016 7 0.1 18 2.14 6 0.184 18
1584 min -0.02 14 -0.16 18 0 2 0 2 0 2
1585P288 max T 0.055 19 0 2 0.091 14 2.3 17 0.166 14
1586 min -0.004 8 -0.143 14 0 2 -0.766 8 0 2
1587 max B 0.136 16 0.026 21 0.105 15 2.348 8 0.184 15
1588 min 0 2 -0.081 14 0 2 -0.463 9 0 2
1589P902 max T 0.078 21 0 2 0.11 21 2.347 6 0.194 21
1590 min -0.016 15 -0.142 21 0 2 -0.776 21 0 2
1591 max B 0.149 19 0.027 15 0.103 21 2.304 11 0.181 21 1592 min -0.001 10 -0.078 7 0 2 -0.77 12 0 2
1593P602 max T 0.073 10 0 2 0.101 11 2.341 21 0.184 11
1594 min -0.037 15 -0.158 12 0 2 -0.773 20 0 2
1595 max B 0.157 13 0.023 16 0.101 11 2.325 9 0.18 12
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 52
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 1596 min -0.001 6 -0.073 10 0 2 0 2 0 2
1597P393 max T 0.089 14 0 2 0.095 14 2.309 17 0.165 14
1598 min 0 2 -0.102 14 0 2 -0.748 16 0 2
1599 max B 0.111 13 0 2 0.104 13 2.327 8 0.18 13
1600 min 0 2 -0.096 13 0 2 -0.722 7 0 2
1601P806 max T 0.137 13 0 2 0.088 14 0.593 13 0.159 13
1602 min 0 2 -0.082 20 0 2 -0.104 21 0 2
1603 max B 0.093 9 0.009 21 0.101 12 2.118 9 0.179 12
1604 min 0 2 -0.136 13 0 2 0 2 0 2
1605P853 max T 0.027 18 0 2 0.087 11 2.236 19 0.18 11
1606 min -0.036 6 -0.186 11 0 2 -0.733 18 0 2
1607 max B 0.187 10 0.03 7 0.082 10 0.674 18 0.177 10
1608 min 0 2 -0.008 18 0 2 -0.69 11 0 2
1609P812 max T 0.049 21 0 2 0.089 21 1.996 7 0.159 21
1610 min -0.001 10 -0.129 21 0 2 0 2 0 2
1611 max B 0.148 21 0.001 17 0.097 21 2.272 12 0.176 21 1612 min -0.001 11 -0.046 21 0 2 -0.015 10 0 2
1613P351 max T 0.094 8 0.014 9 0.054 13 2.268 20 0.094 13 1614 min -0.025 17 -0.093 15 0 2 -0.779 21 0 2
1615 max B 0.08 14 0.005 18 0.1 13 2.305 15 0.175 13
1616 min -0.019 8 -0.135 11 0 2 -0.781 16 0 2
1617P831 max T 0.024 18 0 2 0.088 11 2.21 21 0.177 11
1618 min -0.008 6 -0.178 11 0 2 -0.717 20 0 2
1619 max B 0.177 10 0.008 13 0.087 9 0.677 18 0.175 10
1620 min 0 2 -0.012 18 0 2 -0.503 10 0 2
1621P845 max T 0.011 20 0 2 0.081 16 2.208 8 0.164 16
1622 min -0.011 12 -0.166 16 0 2 -0.617 9 0 2
1623 max B 0.176 15 0.01 13 0.084 15 2.208 8 0.172 15
1624 min 0 2 -0.01 20 0 2 -0.617 9 0 2
1625P359 max T 0.2 14 0.051 14 0.109 6 1.713 10 0.246 6 1626 min -0.049 6 -0.266 6 0 2 -0.119 11 0 2
1627 max B 0.197 6 0.073 6 0.065 7 1.959 17 0.172 6
1628 min -0.055 14 -0.175 14 0 2 -0.782 18 0 2
1629P867 max T 0.005 9 0 2 0.076 16 2.192 8 0.164 16
1630 min -0.031 13 -0.174 16 0 2 -0.784 9 0 2
1631 max B 0.185 15 0.033 14 0.078 16 2.192 8 0.172 15
1632 min 0 2 -0.006 6 0 2 -0.784 9 0 2
1633P147 max T 0.182 19 0.074 21 0.081 18 0.785 10 0.172 18 1634 min -0.006 13 -0.071 11 0 2 -0.595 17 0 2
1635 max B 0.069 11 0.005 13 0.073 18 2.342 12 0.171 19 1636 min -0.063 21 -0.19 19 0 2 -0.785 10 0 2
1637P840 max T 0.021 8 0 2 0.065 16 2.11 13 0.144 16
1638 min -0.034 18 -0.155 17 0 2 0 2 0 2
1639 max B 0.184 17 0.032 18 0.077 17 2.321 8 0.171 17
1640 min 0 2 -0.019 8 0 2 -0.512 7 0 2
1641P826 max T 0.046 11 0 2 0.087 11 1.994 14 0.155 11
1642 min -0.002 16 -0.128 11 0 2 -0.116 18 0 2
1643 max B 0.143 11 0.002 6 0.094 11 1.571 19 0.169 11
1644 min 0 19 -0.044 11 0 2 -0.116 18 0 2
1645P353 max T 0.179 21 0.041 19 0.122 14 1.47 13 0.255 13 1646 min -0.044 10 -0.264 13 0 2 0 2 0 2
1647 max B 0.186 13 0.057 11 0.075 14 1.799 21 0.168 13 1648 min -0.043 19 -0.157 21 0 2 0 2 0 2
1649P133 max T 0.17 13 0.081 15 0.08 11 0.663 20 0.162 12 1650 min 0 2 -0.072 21 0 2 -0.681 12 0 2
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 53
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 1651 max B 0.069 21 0.014 7 0.073 12 2.314 20 0.167 13
1652 min -0.075 15 -0.184 13 0 2 0 2 0 2
1653P111Amax T 0.156 13 0.06 15 0.09 18 0.603 19 0.163 18 1654 min 0 2 -0.069 20 0 2 -0.746 8 0 2
1655 max B 0.067 21 0.007 7 0.078 18 2.226 21 0.166 13
1656 min -0.063 14 -0.183 13 0 2 0 2 0 2
1657P839 max T 0.013 13 0 2 0.071 21 1.777 14 0.154 20
1658 min -0.035 17 -0.165 20 0 2 -0.395 11 0 2
1659 max B 0.179 19 0.034 17 0.075 19 1.43 10 0.166 19
1660 min 0 2 -0.005 8 0 2 -0.395 11 0 2
1661P330 max T 0.214 6 0.011 6 0.156 14 2.21 18 0.318 14 1662 min -0.009 14 -0.322 14 0 2 -0.104 19 0 2
1663 max B 0.171 14 0.021 14 0.079 6 2.353 10 0.166 6
1664 min -0.014 6 -0.172 6 0 2 -0.359 11 0 2
1665P169 max T 0.06 11 0 2 0.091 21 2.079 15 0.18 20
1666 min -0.009 20 -0.184 20 0 2 0 2 0 2
1667 max B 0.167 19 0.009 20 0.08 19 2.212 10 0.164 19
1668 min -0.001 13 -0.046 11 0 2 -0.602 9 0 2
1669P862 max T 0.003 9 0 10 0.06 15 2.356 13 0.146 16
1670 min -0.069 18 -0.165 16 0 2 -0.485 10 0 2
1671 max B 0.186 17 0.07 18 0.061 16 1.005 9 0.163 17
1672 min 0 2 -0.003 9 0 2 -0.485 10 0 2
1673P301 max T 0.139 11 0 2 0.101 11 2.33 18 0.178 11
1674 min 0 2 -0.124 19 0 2 -0.677 15 0 2
1675 max B 0.101 12 0 2 0.094 12 2.264 16 0.163 12
1676 min 0 2 -0.088 20 0 2 -0.677 15 0 2
1677P125A max T 0.18 19 0.064 21 0.088 8 2.339 14 0.169 18 1678 min -0.003 13 -0.075 10 0 2 -0.642 16 0 2
1679 max B 0.061 10 0 2 0.073 18 2.353 10 0.163 19
1680 min -0.06 21 -0.181 19 0 2 0 2 0 2
1681P861 max T 0.013 9 0 10 0.069 21 2.266 15 0.156 20
1682 min -0.076 17 -0.173 20 0 2 -0.716 13 0 2
1683 max B 0.183 19 0.074 16 0.065 20 0.551 13 0.163 19 1684 min 0 2 -0.01 9 0 2 -0.57 7 0 2
1685P110Amax T 0.174 18 0.064 16 0.095 12 0.612 20 0.176 19 1686 min 0 2 -0.072 11 0 2 -0.735 10 0 2
1687 max B 0.053 10 0.003 7 0.079 12 2.202 6 0.162 18
1688 min -0.062 16 -0.175 17 0 2 0 2 0 2
1689P191 max T 0.058 12 0 2 0.088 19 2.294 15 0.179 20
1690 min -0.018 6 -0.182 20 0 2 0 2 0 2
1691 max B 0.163 19 0.023 6 0.085 18 2.203 11 0.162 19
1692 min -0.002 13 -0.047 11 0 2 -0.778 10 0 2
1693P132A max T 0.178 18 0.076 15 0.088 19 2.354 10 0.171 18 1694 min 0 2 -0.062 10 0 2 -0.741 12 0 2
1695 max B 0.053 9 0.011 7 0.073 18 2.303 6 0.161 17
1696 min -0.066 15 -0.18 17 0 2 0 2 0 2
1697P168 max T 0.053 14 0 2 0.091 6 1.804 18 0.179 6
1698 min -0.007 7 -0.176 6 0 2 -0.773 17 0 2
1699 max B 0.158 6 0.006 7 0.081 6 1.56 13 0.16 6
1700 min -0.001 13 -0.036 15 0 2 -0.67 11 0 2
1701P124A max T 0.167 7 0.064 6 0.09 18 0.802 11 0.163 18 1702 min 0 2 -0.066 15 0 2 -0.681 16 0 2
1703 max B 0.058 15 0.009 14 0.078 18 2.349 12 0.159 7
1704 min -0.062 6 -0.18 6 0 2 -0.765 13 0 2
1705P818 max T 0.012 14 0 2 0.069 17 1.963 12 0.136 17
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 54
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 1706 min -0.001 20 -0.132 17 0 2 0 2 0 2
1707 max B 0.156 17 0 11 0.081 17 1.571 9 0.159 17
1708 min 0 2 -0.01 14 0 2 -0.004 19 0 2
1709P176 max T 0.045 9 0 2 0.084 18 2.038 11 0.165 17
1710 min -0.016 14 -0.169 16 0 2 -0.777 10 0 2
1711 max B 0.148 17 0.023 14 0.085 18 1.946 7 0.158 18
1712 min -0.003 7 -0.04 10 0 2 -0.572 6 0 2
1713P345 max T 0.125 8 0.05 8 0.088 16 1.537 18 0.209 16 1714 min -0.055 16 -0.231 16 0 2 0 2 0 2
1715 max B 0.178 17 0.069 15 0.064 18 2.265 11 0.157 17 1716 min -0.047 8 -0.111 8 0 2 -0.653 12 0 2
1717P809 max T 0.042 10 0 2 0.085 10 1.615 17 0.153 10
1718 min -0.003 21 -0.127 10 0 2 0 2 0 2
1719 max B 0.134 9 0.003 14 0.086 9 1.615 17 0.157 9
1720 min 0 2 -0.041 10 0 2 -0.325 12 0 2
1721P146 max T 0.174 7 0.074 21 0.078 9 0.743 11 0.161 7 1722 min -0.01 13 -0.061 15 0 2 -0.758 16 0 2
1723 max B 0.05 15 0.02 13 0.066 8 2.192 10 0.157 7
1724 min -0.068 21 -0.178 6 0 2 -0.735 11 0 2
1725P764 max T 0.147 10 0.001 9 0.076 11 0.321 13 0.147 11 1726 min 0 2 -0.037 14 0 2 -0.553 19 0 2
1727 max B 0.034 21 0 2 0.084 6 1.95 13 0.157 6
1728 min 0 10 -0.145 7 0 2 0 2 0 2
1729P213 max T 0.072 11 0 2 0.076 19 2.174 16 0.171 20
1730 min -0.034 21 -0.185 20 0 2 0 2 0 2
1731 max B 0.17 19 0.042 21 0.072 18 0.546 16 0.156 19
1732 min 0 2 -0.067 11 0 2 -0.776 12 0 2
1733P286A max T 0.107 13 0.003 17 0.133 12 2.354 18 0.232 12 1734 min 0 2 -0.171 11 0 2 -0.081 17 0 2
1735 max B 0.125 10 0 2 0.088 10 2.331 11 0.156 10
1736 min -0.003 14 -0.123 18 0 2 -0.73 10 0 2
1737P901 max T 0.079 16 0.011 13 0.077 18 2.298 8 0.137 18 1738 min -0.04 7 -0.121 19 0 2 0 2 0 2
1739 max B 0.162 20 0.029 6 0.076 19 2.222 9 0.156 19
1740 min -0.033 12 -0.053 14 0 2 -0.783 8 0 2
1741P817 max T 0.023 21 0 2 0.074 21 1.635 10 0.14 19
1742 min -0.002 15 -0.137 19 0 2 -0.063 11 0 2
1743 max B 0.154 18 0.001 7 0.079 18 1.635 10 0.156 18
1744 min 0 2 -0.022 21 0 2 -0.249 6 0 2
1745P823 max T 0.038 16 0 2 0.083 16 1.61 6 0.15 16
1746 min -0.001 10 -0.127 15 0 2 0 2 0 2
1747 max B 0.133 15 0.001 20 0.085 15 1.61 6 0.154 15
1748 min -0.001 8 -0.037 16 0 2 -0.41 19 0 2
1749P154 max T 0.049 9 0 2 0.087 16 2.286 11 0.172 16
1750 min -0.008 17 -0.172 17 0 2 -0.611 10 0 2
1751 max B 0.155 18 0.008 17 0.077 18 1.839 7 0.154 18
1752 min -0.001 8 -0.039 10 0 2 -0.569 6 0 2
1753P895 max T 0.123 21 0.016 18 0.079 14 2.354 6 0.14 14 1754 min -0.009 10 -0.122 13 0 2 -0.707 7 0 2
1755 max B 0.117 13 0.003 10 0.087 13 2.264 15 0.154 13 1756 min -0.031 18 -0.123 21 0 2 -0.722 17 0 2
1757P775 max T 0.18 16 0.001 38 0.09 17 0.413 6 0.18 16 1758 min 0 2 -0.019 9 0 2 -0.16 8 0 2
1759 max B 0.022 8 0.002 9 0.078 18 2.005 6 0.154 17
1760 min 0 14 -0.152 17 0 2 0 2 0 2
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 55
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 1761P190 max T 0.046 14 0 2 0.084 7 2.136 17 0.166 6
1762 min -0.019 21 -0.171 6 0 2 -0.745 16 0 2
1763 max B 0.153 6 0.022 21 0.081 7 1.556 12 0.154 7
1764 min -0.002 12 -0.034 16 0 2 -0.692 11 0 2
1765P772 max T 0.172 19 0.001 11 0.086 19 0.331 9 0.172 19 1766 min 0 2 -0.025 14 0 2 -0.596 13 0 2
1767 max B 0.035 14 0 2 0.079 17 1.938 9 0.152 18
1768 min -0.001 21 -0.148 18 0 2 0 2 0 2
1769P198 max T 0.062 9 0 2 0.071 17 2.249 10 0.161 17
1770 min -0.036 15 -0.175 17 0 2 -0.717 9 0 2
1771 max B 0.159 18 0.044 15 0.072 18 0.697 11 0.152 18 1772 min 0 2 -0.061 10 0 2 -0.52 19 0 2
1773P199 max T 0.069 6 0 2 0.074 13 2.202 10 0.167 14
1774 min -0.037 15 -0.182 14 0 2 0 2 0 2
1775 max B 0.156 13 0.042 15 0.07 12 0.615 10 0.149 13
1776 min 0 2 -0.065 21 0 2 -0.648 20 0 2
1777P769 max T 0.187 21 0.02 21 0.092 20 0.515 10 0.185 20 1778 min -0.008 12 -0.046 14 0 2 -0.393 14 0 2
1779 max B 0.044 14 0 2 0.077 7 2.048 10 0.148 6
1780 min -0.015 21 -0.15 6 0 2 0 2 0 2
1781P358 max T 0.147 15 0.041 17 0.088 6 1.984 38 0.189 7 1782 min -0.051 10 -0.202 7 0 2 -0.7 18 0 2
1783 max B 0.162 7 0.048 9 0.069 6 2.071 10 0.147 7
1784 min -0.042 17 -0.137 15 0 2 -0.665 9 0 2
1785P177 max T 0.053 6 0 2 0.083 14 2.173 10 0.171 14
1786 min -0.018 16 -0.175 14 0 2 -0.64 9 0 2
1787 max B 0.146 14 0.023 16 0.079 12 2.289 6 0.147 13
1788 min -0.002 7 -0.038 20 0 2 -0.727 20 0 2
1789P212 max T 0.058 14 0.008 14 0.067 6 2.271 16 0.159 6 1790 min -0.043 6 -0.176 6 0 2 -0.54 14 0 2
1791 max B 0.159 6 0.045 21 0.066 7 1.519 13 0.147 7
1792 min -0.003 13 -0.056 16 0 2 -0.678 11 0 2
1793P598 max T 0.091 6 0 2 0.095 6 2.335 9 0.164 6
1794 min -0.004 17 -0.099 21 0 2 -0.741 7 0 2
1795 max B 0.082 21 0 2 0.084 21 2.35 14 0.146 21
1796 min -0.001 10 -0.086 6 0 2 -0.779 13 0 2
1797P400 max T 0.099 13 0.008 9 0.094 14 2.354 17 0.164 14 1798 min 0 2 -0.105 14 0 2 -0.778 16 0 2
1799 max B 0.091 14 0 2 0.084 13 2.356 21 0.145 13
1800 min 0 2 -0.081 12 0 2 -0.626 6 0 2
1801P155 max T 0.049 6 0 2 0.082 14 2.013 10 0.17 14
1802 min -0.011 14 -0.175 14 0 2 -0.624 9 0 2
1803 max B 0.148 14 0.01 14 0.071 13 2.26 21 0.145 13
1804 min -0.001 7 -0.033 21 0 2 -0.751 19 0 2
1805P907 max T 0.028 11 0 2 0.081 11 1.944 6 0.15 12
1806 min 0 2 -0.135 12 0 2 -0.672 19 0 2
1807 max B 0.14 13 0.018 15 0.076 11 2.325 10 0.144 12
1808 min -0.004 21 -0.058 8 0 2 -0.763 11 0 2
1809P399 max T 0.088 13 0.006 38 0.056 13 1.795 38 0.102 13 1810 min -0.004 19 -0.064 6 0 2 -0.298 1 0 2
1811 max B 0.068 12 0 2 0.082 12 2.193 7 0.142 12
1812 min 0 2 -0.095 12 0 2 -0.744 8 0 2
1813P332 max T 0.084 11 0 2 0.05 11 2.328 15 0.093 11
1814 min 0 2 -0.052 19 0 2 -0.582 14 0 2
1815 max B 0.068 20 0 2 0.073 12 2.342 6 0.138 12
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 56
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 1816 min 0 2 -0.129 11 0 2 -0.567 21 0 2
1817P771 max T 0.172 21 0.06 19 0.069 6 0.56 8 0.154 21 1818 min -0.002 13 -0.025 12 0 2 -0.624 14 0 2
1819 max B 0.024 13 0 2 0.057 6 2.089 8 0.137 21
1820 min -0.053 19 -0.154 21 0 2 0 2 0 2
1821P783 max T 0.145 10 0.001 12 0.074 9 0.543 17 0.146 10 1822 min 0 2 -0.028 18 0 2 -0.223 7 0 2
1823 max B 0.033 18 0 2 0.07 13 2.025 17 0.137 13
1824 min -0.001 6 -0.133 13 0 2 0 2 0 2
1825P778 max T 0.18 15 0.002 14 0.089 16 0.212 19 0.179 16 1826 min -0.008 7 -0.034 8 0 2 -0.644 8 0 2
1827 max B 0.031 8 0 2 0.068 15 1.754 19 0.134 15
1828 min 0 2 -0.133 15 0 2 0 2 0 2
1829P777 max T 0.178 17 0.057 14 0.074 18 0.814 6 0.164 17 1830 min -0.005 7 -0.028 20 0 2 -0.508 10 0 2
1831 max B 0.022 20 0 2 0.058 18 2.327 6 0.133 17
1832 min -0.046 15 -0.147 16 0 2 0 2 0 2
1833P405 max T 0.091 19 0.008 6 0.074 18 2.35 9 0.129 18 1834 min -0.003 14 -0.069 17 0 2 -0.664 10 0 2
1835 max B 0.066 19 0 2 0.076 20 2.35 16 0.133 20
1836 min -0.011 9 -0.094 21 0 2 -0.658 17 0 2
1837P366 max T 0.104 11 0.053 12 0.076 19 2.218 8 0.184 19 1838 min -0.056 20 -0.205 19 0 2 -0.65 9 0 2
1839 max B 0.153 19 0.07 20 0.051 18 2.352 5 0.133 19
1840 min -0.051 11 -0.091 11 0 2 -0.754 15 0 2
1841P592 max T 0.069 11 0 2 0.078 11 2.335 8 0.136 11
1842 min 0 2 -0.088 11 0 2 -0.6 10 0 2
1843 max B 0.076 12 0 2 0.076 12 2.142 17 0.132 12
1844 min 0 2 -0.076 12 0 2 -0.538 18 0 2
1845P770 max T 0.174 19 0.056 6 0.074 18 2.348 14 0.158 19 1846 min -0.004 12 -0.035 15 0 2 -0.591 15 0 2
1847 max B 0.029 14 0 2 0.058 18 1.934 10 0.132 19
1848 min -0.048 21 -0.147 20 0 2 0 2 0 2
1849P776 max T 0.169 15 0.059 17 0.063 14 2.308 9 0.15 15 1850 min -0.002 8 -0.018 8 0 2 -0.546 10 0 2
1851 max B 0.017 8 0 2 0.052 14 2.308 9 0.13 15
1852 min -0.05 17 -0.147 15 0 2 0 2 0 2
1853P787 max T 0.146 10 0.056 8 0.047 10 0.751 10 0.128 10 1854 min 0 2 -0.006 18 0 2 -0.421 18 0 2
1855 max B 0.033 19 0 2 0.055 11 2.318 11 0.128 11
1856 min -0.062 7 -0.141 11 0 2 -0.766 10 0 2
1857P337 max T 0.161 14 0.013 14 0.112 6 1.779 10 0.23 6 1858 min -0.012 6 -0.236 6 0 2 -0.388 11 0 2
1859 max B 0.12 6 0.02 6 0.06 14 2.181 18 0.127 14
1860 min -0.014 14 -0.134 14 0 2 -0.175 19 0 2
1861P331 max T 0.169 21 0.013 18 0.127 13 1.617 17 0.257 13 1862 min -0.01 10 -0.26 13 0 2 -0.13 18 0 2
1863 max B 0.122 13 0.014 10 0.064 6 1.77 7 0.127 6
1864 min -0.011 19 -0.127 21 0 2 0 2 0 2
1865P896 max T 0.069 6 0.003 19 0.078 9 2.34 10 0.138 9 1866 min -0.051 14 -0.117 10 0 2 -0.779 11 0 2
1867 max B 0.106 11 0.024 15 0.07 10 0.947 14 0.126 10
1868 min 0 2 -0.046 8 0 2 -0.017 19 0 2
1869P287 max T 0.119 13 0.032 10 0.078 21 2.225 14 0.139 21 1870 min -0.021 18 -0.111 21 0 2 -0.338 1 0 2
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 57
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 1871 max B 0.119 21 0.02 19 0.066 6 2.339 21 0.125 6
1872 min -0.031 11 -0.118 13 0 2 -0.749 6 0 2
1873P804 max T 0.155 11 0.064 14 0.05 11 0.526 19 0.137 11 1874 min 0 2 -0.011 19 0 2 -0.763 11 0 2
1875 max B 0.025 18 0 2 0.047 10 2.25 15 0.124 10
1876 min -0.063 13 -0.14 10 0 2 -0.741 14 0 2
1877P603 max T 0.067 10 0 2 0.076 10 2.322 16 0.132 10
1878 min -0.003 14 -0.086 11 0 2 -0.464 15 0 2
1879 max B 0.077 11 0 2 0.071 11 2.339 7 0.123 11
1880 min 0 2 -0.068 10 0 2 -0.367 6 0 2
1881P335 max T 0.084 10 0 2 0.047 10 2.348 16 0.089 10
1882 min 0 2 -0.04 17 0 2 -0.681 15 0 2
1883 max B 0.053 18 0 2 0.063 9 2.266 6 0.121 9
1884 min 0 2 -0.117 10 0 2 -0.611 21 0 2
1885P773 max T 0.169 19 0.082 18 0.047 20 0.279 7 0.147 19 1886 min 0 2 -0.004 8 0 2 -0.626 13 0 2
1887 max B 0.017 11 0 2 0.048 15 2.045 7 0.12 19
1888 min -0.081 18 -0.139 19 0 2 0 2 0 2
1889P774 max T 0.165 18 0.087 17 0.046 19 0.337 6 0.143 18 1890 min 0 2 -0.004 7 0 2 -0.098 9 0 2
1891 max B 0.016 7 0 2 0.047 21 2.06 8 0.12 19
1892 min -0.087 17 -0.138 19 0 2 0 2 0 2
1893P790 max T 0.165 21 0.063 6 0.052 20 0.527 11 0.145 21 1894 min 0 2 -0.037 13 0 2 -0.782 21 0 2
1895 max B 0.034 13 0 2 0.046 19 2.313 9 0.119 20
1896 min -0.055 7 -0.135 20 0 2 -0.553 8 0 2
1897P765 max T 0.144 10 0.072 9 0.046 12 0.349 12 0.125 10 1898 min 0 2 -0.016 19 0 2 -0.527 20 0 2
1899 max B 0.041 19 0 2 0.064 20 2.101 12 0.118 21
1900 min -0.07 9 -0.121 11 0 2 0 2 0 2
1901P847 max T 0.013 10 0 2 0.053 11 1.946 9 0.101 11
1902 min -0.002 14 -0.096 11 0 2 0 2 0 2
1903 max B 0.114 13 0.002 6 0.061 12 1.606 21 0.118 12
1904 min 0 2 -0.012 10 0 2 -0.115 6 0 2
1905P336 max T 0.141 15 0.013 18 0.1 6 1.781 38 0.203 7 1906 min -0.012 9 -0.206 7 0 2 -0.646 11 0 2
1907 max B 0.105 6 0.012 10 0.059 14 2.249 10 0.117 14
1908 min -0.011 17 -0.115 14 0 2 -0.6 19 0 2
1909P784 max T 0.151 9 0.052 13 0.066 7 0.196 14 0.141 8 1910 min 0 2 -0.023 18 0 2 -0.58 10 0 2
1911 max B 0.021 18 0 2 0.047 8 1.66 20 0.116 9
1912 min -0.048 11 -0.13 9 0 2 0 2 0 2
1913P324 max T 0.086 19 0.007 6 0.047 18 2.345 15 0.088 19 1914 min -0.01 13 -0.065 11 0 2 -0.679 16 0 2
1915 max B 0.057 10 0.009 13 0.062 18 2.299 7 0.115 18
1916 min -0.009 6 -0.105 18 0 2 -0.629 8 0 2
1917P825 max T 0.007 10 0 2 0.053 11 1.849 9 0.103 11
1918 min 0 14 -0.1 11 0 2 0 2 0 2
1919 max B 0.112 12 0.001 6 0.059 12 1.588 21 0.114 12
1920 min 0 2 -0.01 21 0 2 -0.038 6 0 2
1921P763 max T 0.151 11 0.054 9 0.074 13 0.7 13 0.146 12 1922 min 0 2 -0.031 19 0 2 -0.437 20 0 2
1923 max B 0.025 19 0 2 0.057 6 2.234 13 0.114 11
1924 min -0.047 9 -0.129 10 0 2 0 2 0 2
1925P796 max T 0.143 17 0.106 18 0.027 6 0.391 8 0.128 17 Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 58
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 1926 min 0 2 -0.004 7 0 2 -0.76 13 0 2
1927 max B 0.018 7 0 10 0.039 6 2.18 18 0.114 16
1928 min -0.104 18 -0.131 16 0 2 -0.145 10 0 2
1929P801 max T 0.147 15 0.067 14 0.043 17 1.046 7 0.128 15 1930 min 0 2 -0.008 8 0 2 -0.561 8 0 2
1931 max B 0.017 9 0 2 0.043 17 2.326 14 0.114 16
1932 min -0.06 13 -0.13 16 0 2 -0.782 18 0 2
1933P833 max T 0.015 19 0 2 0.049 20 1.986 19 0.091 21
1934 min -0.001 7 -0.084 21 0 2 0 2 0 2
1935 max B 0.11 6 0.002 15 0.059 6 0.441 17 0.114 6
1936 min 0 2 -0.012 19 0 2 -0.018 16 0 2
1937P338 max T 0.073 9 0.006 11 0.045 7 2.237 20 0.082 8 1938 min -0.004 19 -0.047 17 0 2 -0.766 21 0 2
1939 max B 0.052 16 0.001 18 0.062 7 2.171 13 0.113 7
1940 min -0.006 11 -0.102 8 0 2 -0.69 14 0 2
1941P795 max T 0.143 19 0.106 18 0.028 21 0.585 11 0.126 19 1942 min 0 2 -0.004 12 0 2 -0.626 13 0 2
1943 max B 0.023 12 0 10 0.037 6 2.257 20 0.113 20
1944 min -0.103 18 -0.13 20 0 2 0 2 0 2
1945P343 max T 0.077 17 0.006 14 0.045 18 2.297 12 0.083 18 1946 min -0.009 7 -0.06 9 0 2 -0.68 13 0 2
1947 max B 0.059 10 0.007 7 0.06 18 2.257 6 0.113 18
1948 min -0.008 14 -0.103 18 0 2 0 2 0 2
1949P597 max T 0.054 14 0.002 11 0.047 14 1.875 5 0.083 21 1950 min -0.001 10 -0.068 21 0 2 -0.17 9 0 2
1951 max B 0.07 21 0 2 0.064 21 2.331 16 0.112 21
1952 min -0.001 10 -0.059 21 0 2 -0.785 15 0 2
1953P394 max T 0.081 18 0 2 0.074 18 2.193 18 0.129 18
1954 min 0 2 -0.072 19 0 2 -0.755 17 0 2
1955 max B 0.069 19 0 2 0.064 18 2.098 10 0.111 18
1956 min -0.001 11 -0.066 15 0 2 -0.76 9 0 2
1957P869 max T 0.013 18 0 2 0.042 10 1.984 9 0.091 11
1958 min -0.023 13 -0.098 11 0 2 0 2 0 2
1959 max B 0.119 12 0.018 14 0.051 12 0.407 9 0.111 12
1960 min 0 2 -0.009 19 0 2 -0.545 19 0 2
1961P846 max T 0.013 18 0 2 0.05 15 1.706 6 0.095 15
1962 min -0.001 13 -0.091 15 0 2 0 2 0 2
1963 max B 0.107 14 0.001 20 0.055 14 1.706 6 0.109 14
1964 min 0 2 -0.011 18 0 2 -0.495 19 0 2
1965P855 max T 0.015 12 0 2 0.041 20 2.102 20 0.085 20
1966 min -0.025 7 -0.089 21 0 2 0 2 0 2
1967 max B 0.117 6 0.022 7 0.049 21 0.426 18 0.108 6
1968 min 0 2 -0.014 13 0 2 -0.614 14 0 2
1969P811 max T 0.008 19 0 2 0.047 21 1.865 19 0.091 21
1970 min 0 7 -0.088 21 0 2 0 2 0 2
1971 max B 0.105 6 0.001 14 0.054 6 0.312 18 0.107 6
1972 min 0 2 -0.007 19 0 2 -0.01 17 0 2
1973P832 max T 0.016 11 0 2 0.051 10 1.634 19 0.096 10
1974 min -0.002 6 -0.089 10 0 2 0 2 0 2
1975 max B 0.104 8 0.002 15 0.055 9 0.016 15 0.107 8
1976 min 0 2 -0.014 12 0 2 -0.554 14 0 2
1977P766 max T 0.127 9 0.034 8 0.057 20 0.417 12 0.115 9 1978 min 0 2 -0.011 19 0 2 -0.376 18 0 2
1979 max B 0.035 19 0 2 0.057 20 2.076 11 0.107 11
1980 min -0.032 8 -0.105 11 0 2 0 2 0 2
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 59
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 1981P824 max T 0.007 18 0 2 0.051 15 1.663 7 0.099 15
1982 min 0 13 -0.097 15 0 2 0 2 0 2
1983 max B 0.105 14 0 21 0.053 15 1.663 7 0.105 14
1984 min 0 2 -0.009 6 0 2 -0.311 18 0 2
1985P788 max T 0.117 9 0.039 7 0.045 10 0.497 12 0.105 9 1986 min 0 2 -0.008 13 0 2 -0.327 18 0 2
1987 max B 0.022 19 0 2 0.055 13 2.084 10 0.105 11
1988 min -0.04 7 -0.105 11 0 2 0 2 0 2
1989P782 max T 0.143 10 0.076 11 0.042 9 0.483 16 0.124 10 1990 min 0 2 -0.013 18 0 2 -0.285 9 0 2
1991 max B 0.03 17 0 2 0.056 17 2.156 16 0.104 15
1992 min -0.075 11 -0.118 10 0 2 0 2 0 2
1993P810 max T 0.009 11 0 2 0.051 10 1.606 19 0.099 10
1994 min -0.001 6 -0.095 10 0 2 0 2 0 2
1995 max B 0.102 9 0.001 14 0.053 9 0.025 14 0.104 9
1996 min 0 2 -0.009 12 0 2 -0.399 13 0 2
1997P868 max T 0.01 9 0 2 0.039 16 1.986 9 0.087 15
1998 min -0.027 14 -0.095 15 0 2 0 2 0 2
1999 max B 0.113 14 0.025 14 0.044 11 0.353 9 0.103 14
2000 min 0 2 -0.005 19 0 2 -0.425 18 0 2
2001P854 max T 0.013 18 0 2 0.045 13 2.067 19 0.091 11
2002 min -0.026 7 -0.095 10 0 2 0 2 0 2
2003 max B 0.11 8 0.022 7 0.045 8 0.359 18 0.102 8
2004 min 0 2 -0.006 18 0 2 -0.461 12 0 2
2005P329 max T 0.07 7 0.006 9 0.04 14 2.343 20 0.073 14 2006 min -0.006 17 -0.07 15 0 2 -0.674 21 0 2
2007 max B 0.046 14 0.003 18 0.057 13 2.28 14 0.102 12
2008 min -0.005 9 -0.085 11 0 2 -0.733 15 0 2
2009P781 max T 0.134 12 0.034 13 0.054 16 0.405 19 0.122 12 2010 min 0 2 -0.011 18 0 2 -0.377 9 0 2
2011 max B 0.028 18 0 2 0.054 16 2.124 18 0.099 16
2012 min -0.032 13 -0.105 11 0 2 0 2 0 2
2013P803 max T 0.126 12 0.036 14 0.049 11 0.452 19 0.114 12 2014 min 0 2 -0.006 19 0 2 -0.458 9 0 2
2015 max B 0.018 18 0 2 0.046 10 2.09 18 0.099 10
2016 min -0.039 13 -0.105 11 0 2 0 2 0 2
2017P767 max T 0.139 21 0.039 6 0.054 20 0.441 12 0.126 21 2018 min 0 2 -0.014 11 0 2 -0.372 18 0 2
2019 max B 0.022 11 0 2 0.054 11 2.036 11 0.098 11
2020 min -0.035 6 -0.088 20 0 2 0 2 0 2
2021P780 max T 0.143 14 0.034 14 0.055 15 0.374 18 0.13 14 2022 min 0 2 -0.012 9 0 2 -0.418 8 0 2
2023 max B 0.022 9 0 2 0.053 10 2.145 18 0.098 10
2024 min -0.031 14 -0.097 15 0 2 0 2 0 2
2025P779 max T 0.166 15 0.071 15 0.047 15 0.319 19 0.144 15 2026 min 0 2 -0.016 9 0 2 -0.573 8 0 2
2027 max B 0.022 9 0 2 0.049 10 2.075 18 0.096 15
2028 min -0.067 15 -0.11 15 0 2 0 2 0 2
2029P802 max T 0.121 15 0.039 14 0.044 15 0.474 18 0.109 15 2030 min 0 2 -0.007 19 0 2 -0.371 8 0 2
2031 max B 0.015 19 0 2 0.044 17 2.14 18 0.095 16
2032 min -0.039 14 -0.102 15 0 2 0 2 0 2
2033P323 max T 0.083 9 0.015 8 0.095 17 2.309 6 0.196 17 2034 min -0.013 16 -0.202 17 0 2 -0.126 7 0 2
2035 max B 0.1 17 0.021 15 0.043 18 2.29 12 0.092 17
Company
Designer
Job Number
Model Name
:
:
:
:

NB+C ES
IAS
100111
Raycap
Checked By : __________
12/16/2022
10:57:46 AM
RISA-3D Version 20 [ Radome.r3d ] Page 60
Envelope Plate Principal Stresses (Continued)
Plate SurfaceSigma1 [ksi]LC Sigma2 [ksi]LC Tau Max [ksi]LC Angle [rad]LC Von Mises [ksi]LC 2036 min -0.012 9 -0.087 8 0 2 -0.587 13 0 2
2037P789 max T 0.124 21 0.041 7 0.047 20 0.483 13 0.112 21 2038 min 0 2 -0.009 12 0 2 -0.474 18 0 2
2039 max B 0.015 12 0 2 0.044 19 1.999 12 0.092 20
2040 min -0.042 7 -0.097 20 0 2 0 2 0 2
2041P768 max T 0.159 21 0.089 21 0.042 10 0.498 11 0.138 21 2042 min 0 2 -0.027 12 0 2 -0.293 18 0 2
2043 max B 0.028 12 0 2 0.049 10 2.197 7 0.092 8
2044 min -0.083 21 -0.105 7 0 2 0 2 0 2
2045P604 max T 0.044 19 0 2 0.037 19 2.232 15 0.064 19
2046 min 0 2 -0.038 10 0 2 -0.283 13 0 2
2047 max B 0.053 19 0 2 0.052 19 2.232 15 0.091 19
2048 min 0 2 -0.056 12 0 2 -0.755 6 0 2
2049P406 max T 0.038 18 0 2 0.036 18 1.823 6 0.062 18
2050 min -0.001 6 -0.043 10 0 2 -0.601 7 0 2
2051 max B 0.056 19 0 2 0.051 11 2.346 15 0.088 11
2052 min 0 2 -0.051 11 0 2 -0.601 7 0 2
2053P344 max T 0.068 10 0.015 12 0.087 18 2.197 7 0.179 18 2054 min -0.013 19 -0.184 18 0 2 -0.683 8 0 2
2055 max B 0.084 18 0.021 21 0.04 17 2.308 38 0.081 18
2056 min -0.013 11 -0.07 11 0 2 -0.718 15 0 2
2057P908 max T 0.052 19 0.023 16 0.038 12 2.299 16 0.066 12 2058 min -0.01 8 -0.047 11 0 2 -0.629 14 0 2
2059 max B 0.067 11 0.003 10 0.04 11 2.34 20 0.077 20
2060 min -0.031 18 -0.081 19 0 2 -0.768 19 0 2
2061P300 max T 0.084 12 0.032 10 0.044 21 2.352 21 0.083 12 2062 min -0.021 18 -0.07 20 0 2 -0.717 20 0 2
2063 max B 0.055 14 0.027 17 0.043 6 2.279 17 0.076 6
2064 min -0.03 9 -0.073 7 0 2 -0.758 15 0 2
2065P640 max T 0.057 19 0.019 18 0.019 20 0.896 10 0.05 20 2066 min 0 2 0 2 0 2 0 2 0 2
2067 max B 0 2 0 2 0.031 21 2.355 8 0.072 21
2068 min -0.019 18 -0.079 20 0 2 -0.785 19 0 2
2069P636 max T 0.051 20 0.014 21 0.019 20 2.356 15 0.046 20 2070 min 0 2 0 2 0 2 -0.776 13 0 2
2071 max B 0 2 0 2 0.026 20 0.974 13 0.06 20
2072 min -0.015 21 -0.066 20 0 2 0 2 0 2
2073P644 max T 0.043 16 0.015 17 0.014 16 2.151 19 0.038 16 2074 min 0 2 0 2 0 2 0 2 0 2
2075 max B 0 2 0 2 0.024 15 1.139 7 0.056 15
2076 min -0.014 18 -0.061 15 0 2 0 2 0 2
2077P652 max T 0.038 11 0.014 10 0.012 12 2.188 13 0.033 11 2078 min 0 2 0 2 0 2 0 2 0 2
2079 max B 0 2 0 2 0.024 10 0.549 21 0.054 10
2080 min -0.011 9 -0.059 10 0 2 0 2 0 2
2081P646 max T 0.042 15 0.012 16 0.015 15 0.858 21 0.038 15 2082 min 0 2 0 2 0 2 0 2 0 2
2083 max B 0 2 0 2 0.023 16 2.302 6 0.053 16
2084 min -0.012 16 -0.058 16 0 2 -0.782 10 0 2
2085P632 max T 0.039 9 0.01 9 0.014 8 0.94 14 0.035 8
2086 min 0 2 0 2 0 2 0 2 0 2
2087 max B 0 2 0 2 0.023 10 2.354 17 0.052 10
2088 min -0.01 8 -0.056 10 0 2 -0.783 16 0 2
2089P641 max T 0.039 18 0.024 19 0.009 15 2.338 14 0.034 18 2090 min 0 2 0 2 0 2 0 2 0 2
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