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Home My WebLink About2500 & 2500 3%4 S Fairview St Unit# WCC01 - Plan 1387 Calle Avanzado. San Clemente, CA 92673 949-391-6824 April 21st, 2026 City of Santa Ana Planning and Building Agency RE: Project Address 2500 3/4 S FAIRVIEW ST., SANTA ANA, CA 92704 (ATT project ID’s: 12844670 - CLL01580 - WSLOS0068803) All supplementary documents were prepared based on the available provided data by the client. The supplementary documents: - Mount Analysis Report by TEP, August 8, 2025. - Structural Analysis Report by TEP, November 18, 2025. Were found to be in general conformance to the design for the project. If you have any questions regarding the information contained in this letter, or if we can be of further assistance, please contact us at (949-246-1809, jon@msquaredwireless.com). Respectfully, M Squared Wireless Loyall A. Wharton Civil Engineer License C50547 EXPIRATION DATE: 06/30/2027 DATE SIGNED: 04/21/2026 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs SHEET NO.DESCRIPTION G-2 GROUNDING DETAILS SHEET NO.DESCRIPTION T-1 TITLE SHEET GN-1 GENERAL NOTES A-1.1 SITE PLAN A-1.2 ENLARGED SITE PLAN A-2 EQUIPMENT LAYOUTS A-3.1 EXISTING ANTENNA PLAN A-3.2 NEW ANTENNA PLANS A-4 ELEVATIONS A-5 ELEVATIONS D-1 DETAILS G-1 GROUNDING PLAN APPROVED APPROVED AS NOTED REVISE & RESUBMIT OWNER REPRESENTATIVE DATE SITE ACQUISITION DATE CONSTRUCTION MANAGER DATE ZONING DATE RF ENGINEER DATE APPROVAL BLOCK TITLE SHEET mobility corp. mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:JM SD 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL01580 12844670 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 04/21/2026 APPLICANT: CLL01580 FAIRVIEW BUSINESS PARK 2500 & 2500 3/4 S FAIIRVIEW ST. SANTA ANA, CA 92704 SD04/09/2025A ENGINEER: T-1 PLANS PREPARED BY: 95% CD'S FOR REVIEW DS11/04/2025B 100% CD'S FOR SUBMITTAL DS12/02/20250 100% CD'S REV - CODE DS04/21/20261 SI CALL CALIFORNIA ONE CALL (800) 422-4133 CALL 3 WORKING DAYS BEFORE YOU DIG! SITE INFORMATION SITE ADDRESS:2500 & 2500 3/4 S FAIIRVIEW ST. SANTA ANA, CA 92704 LATITUDE (NAD 83):33.7134472 33° 42' 48.40992" N LONGITUDE (NAD 83):-117.9098583 117° 54' 35.48988" W GROUND ELEVATION:±43' AMSL JURISDICTION:CITY OF SANTA ANA PROPERTY OWNER:DONALD P. JOHNSON 160 EMERALD BAY LAGUNA BEACH, CA 92780 TOWER OWNER:AT&T TOWERS PARCEL/MAP NUMBER:414-101-05 STRUCTURE TYPE:MONOEUCALYPTUS STRUCTURE HEIGHT:60'-0" A.G.L. ZONING CLASSIFICATION:C4 - COMMERCIAL OCCUPANCY:U CONSTRUCTION TYPE:V-B POWER SUPPLIER:SCE PROJECT TEAM VICINITY MAP DIRECTIONS CODE COMPLIANCE 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 CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. ·2025 CALIFORNIA BUILDING CODE (CBC) ·2025 CALIFORNIA TITLE 24, PART 10 ·2025 CALIFORNIA FIRE CODE (CFC) ·2025 CALIFORNIA ENERGY CODE ·2025 CALIFORNIA ELECTRICAL CODE ·2025 CALIFORNIA MECHANICAL CODE (CMC) ·ANSI EIA/TIA-222-I ·CITY/COUNTY ORDINANCES DIRECTIONS FROM AT&T OFFICE (1452 EDINGER AVE., TUSTIN, CA 92780): 1.HEAD SOUTHEAST ON INDUSTRIAL DR. 2.TURN RIGHT ONTO RED HILL AVE. 3.TURN RIGHT ONTO WARNER AVE. 4.CONTINUE ON E WARNER AVE. 5.TURN LEFT ONTO S FAIRVIEW ST. 6.TURN RIGHT. 7.DESTINATION WILL BE ON THE RIGHT. DRAWING INDEX SCOPE OF WORK NE N E SESW W NW S DRAWING SCALE THESE DRAWINGS ARE SCALED TO FULL SIZE AT 22"x34" AND HALF SIZE AT 11"x17". CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONFITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE DESIGNER / ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR MATERIAL ORDERS OR BE RESPONSIBLE FOR THE SAME. CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICE TO PREVENT STORM WATER POLLUTION DURING CONSTRUCTION. THIS PROJECT CONSISTS OF THE MODIFICATIONS OF AN EXISTING AT&T MOBILITY UNMANNED TELECOMMUNICATIONS FACILITY. THE SCOPE WILL CONSIST OF THE FOLLOWING: ANTENNA AREA: ·RELOCATE (3) AIR6449 B77D (BOTTOM) ·INSTALL (3) AIR6419 B77G (TOP) WITH (3) NEW 2 7/8" OD MAST PIPES ·REMOVE ALL MDT BRACKETS ·ROTATE COLLAR - SET ARMS TO 100, 220, 340 TO ELIMINATE SKEW ·RELOCATE ALL ANTENNAS TO ACHIEVE PROPOSED EDGE TO EDGE SEPARATIONS EQUIPMENT AREA: ·REUSE (1) EXISTING NETSURE 512 OUTDOOR PDU ·INSTALL (1) NETSURE 512 OD RETROFIT KIT W/-58V ·INSTALL (5) C48/58-2000 P3 CONVERTERS ·INSTALL (2) R48-2000 E3 RECTIFIERS ·INSTALL (3) 50A DC BREAKERS EXISTING ANTENNAS:12 EXISTING RRUS:15 REMOVED ANTENNAS:0 REMOVED RRUS:0 PROPOSED ANTENNAS:3 PROPOSED RRUS:0 TOTAL ANTENNAS:15 TOTAL RRUS:15 CLL01580 - FAIRVIEW BUSINESS PARK FA NUMBER: IWM ID: IWM SITE ID: USID: PACE NUMBER: 12844670 WSLOS0068803 SICA009891 195375 MRLOS115828 2500 & 2500 3/4 S FAIIRVIEW ST., SANTA ANA, CA 92704 APPLICANT:AT&T MOBILITY 1452 EDINGER AVE. TUSTIN, CA 92780 A/E:M SQUARED WIRELESS 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 CONTACT: JON MAXWELL PHONE: (949) 391-6824 PROJECT MANAGEMENT FIRM:ERICSSON KARIANNE KERR PHONE: (360) 513-1204 EMAIL: karianne.kerr@ericsson.com RF ENGINEER:AT&T MOBILITY CONTACT: ATHAR ALI PHONE: (469) 534-2496 EMAIL: aa250e@att.com SITE ACQ MANAGER:M SQUARED WIRELESS FELICIA PHILLIPS PHONE: (714) 791-6643 EMAIL: felicia@msquaredwireless.com NOTE: NO NEW AC POWER WORK PROPOSED UNDER THIS PROJECT. mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:JM SD 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL01580 12844670 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 04/21/2026 APPLICANT: CLL01580 FAIRVIEW BUSINESS PARK 2500 & 2500 3/4 S FAIIRVIEW ST. SANTA ANA, CA 92704 SD04/09/2025A ENGINEER: GN-1 PLANS PREPARED BY: 95% CD'S FOR REVIEW DS11/04/2025B 100% CD'S FOR SUBMITTAL DS12/02/20250 100% CD'S REV - CODE DS04/21/20261 GENERAL CONSTRUCTION NOTES: 1.FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR - GENERAL CONTRACTOR SUBCONTRACTOR - CONTRACTOR (CONSTRUCTION) OWNER - AT&T 2.ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS. 3.GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE NEW WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4.ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAT&T, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 5.ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 6.UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7.PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOWN DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH WORK. 8.THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9.IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE SPACE FOR APPROVAL BY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING. 10.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11.GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12.ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13.SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. SUBCONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14.WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. SUBCONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO THE BEGINNING CONSTRUCTION. 15.SUBCONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 16.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17.THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 18.GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND SUBCONTRACTORS TO THE SITE AND/OR BUILDING. 19.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20.THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 21.THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 22.ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ARCHITECT/ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, D) TRENCHING & EXCAVATION. 23.ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ARCHITECT/ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 24.THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 25.SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 26.NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 27.THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL JURISDICTION. 28.ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 29.ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 30.SUBCONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 31.SUBCONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 32.THE NEW FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). 33.OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT&T TECHNICIANS. 34.NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED . 35.ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION AT&T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS SITES" AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 36.SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF SUBCONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 37.SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 38.INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 39.NO WHITE STROBIC LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. 40.ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 41.NO NOISE, SMOKE, DUST, OR VIBRATIONS WILL RESULT FROM THIS FACILITY. (DELETE THIS NOTE IF THE SITE WILL HAVE A GENERATOR). 42.NO ADDITIONAL PARKING TO BE PROPOSED . EXISTING ACCESS AND PARKING TO REMAIN. (REVISE THIS NOTE ACCORDING TO THE SITE CONFIGURATION). 43.NO LANDSCAPING IS NEW AT THIS SITE, UNLESS NOTED OTHERWISE. (REVISE THIS NOTE ACCORDING TO THE SITE CONFIGURATION). 44.CONTRACTOR SHALL ASSESS & REPAIR ANY DAMAGED AND/ OR MISSING CABLE TRAY COVERS, SLEEPERS, AND/ OR COVER CLAMPS. 45.CONTRACTOR SHALL ASSESS AND REPLACE ANY MISSING OR DAMAGED COLOR CODED, CONTINUOUS, PHOTO-LUMINESCENT/REFLECTIVE MARKING ON ALL EXISTING CABLE TRAY. 46.CONTRACTOR SHALL ASSESS AND REPLACE ANY MISSING OR DAMAGED ANTENNA "TRANSMITTER" LABELS & ENSURE MARKING ARE AFFIXED TO ANY EXISTING & NEW ANTENNA. ANTENNA MOUNT OR CONSPICUOUS LOCATION NEAR THE ANTENNA. 47.THE PROPOSED MODIFICATIONS WILL NOT RESULT IN AN INCREASE IN THE HEIGHT OF THE EXISTING STRUCTURE. 48.THE PROPOSED MODIFICATIONS WILL NOT REQUIRE THE EXTENSION OF THE SITE BOUNDARY. 49.THE PROPOSED MODIFICATIONS WILL NOT INCREASE NOISE LEVELS AT THE FACILITY BY SIX DECIBELS OR MORE OR TWO LEVELS THAT EXCEED STATE AND LOCAL CRITERIA. 50.THE OPERATION OF THE REPLACEMENT ANTENNAS WILL NOT INCREASE RADIO FREQUENCY EMISSIONS AT THE FACILITY TO A LEVEL AT OR ABOVE THE FEDERAL COMMUNICATIONS COMMISSION SAFETY STANDARD. 51.THE PROPOSED MODIFICATION WILL NOT CAUSE A CHANGE OR ALTERATION IN THE PHYSICAL OR ENVIRONMENTAL CHARACTERISTICS OF THE SITE. GENERAL NOTES mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:JM SD 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL01580 12844670 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 04/21/2026 APPLICANT: CLL01580 FAIRVIEW BUSINESS PARK 2500 & 2500 3/4 S FAIIRVIEW ST. SANTA ANA, CA 92704 SD04/09/2025A ENGINEER: A-1.1 PLANS PREPARED BY: 95% CD'S FOR REVIEW DS11/04/2025B 100% CD'S FOR SUBMITTAL DS12/02/20250 100% CD'S REV - CODE DS04/21/20261 SITE PLAN 1 A-1.1 1,2 A-4 NE N E SESW W NW S SITE PLANNOTE: THESE DRAWINGS HAVE BEEN CREATED UTILIZING AS-BUILTS PROVIDED BY AT&T AND WITHOUT A SURVEY OR SITE MEASUREMENTS. PLEASE VERIFY ALL DIMENSIONS, LENGTHS, PROPERTY LINES, CONDUIT RUNS, ETC. PRIOR TO CONSTRUCTION. "B" S E C T O R @ 220 ° "A" SECTO R @ 100° "C " S E C T O R @ 34 0 ° 1,2 A-5 SEE ENLARGED SITE PLAN 1 A-1.2 APN: 414-101-05 S F A I R V I E W S T PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING PARKING AREA EXISTING PARKING AREA EXISTING PARKING AREA FL O O D C O N T R O L C A N A L 1 A-1.2 1,2 A-4 NE N E SESW W NW S ENLARGED SITE PLANNOTE: THESE DRAWINGS HAVE BEEN CREATED UTILIZING AS-BUILTS PROVIDED BY AT&T AND WITHOUT A SURVEY OR SITE MEASUREMENTS. PLEASE VERIFY ALL DIMENSIONS, LENGTHS, PROPERTY LINES, CONDUIT RUNS, ETC. PRIOR TO CONSTRUCTION. mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:JM SD 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL01580 12844670 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 04/21/2026 APPLICANT: CLL01580 FAIRVIEW BUSINESS PARK 2500 & 2500 3/4 S FAIIRVIEW ST. SANTA ANA, CA 92704 SD04/09/2025A ENGINEER: A-1.2 PLANS PREPARED BY: 95% CD'S FOR REVIEW DS11/04/2025B 100% CD'S FOR SUBMITTAL DS12/02/20250 100% CD'S REV - CODE DS04/21/20261 ENLARGED SITE PLAN "B" S E C T O R @ 220 ° "A" SECTO R @ 100° "C " S E C T O R @ 34 0 ° 1,2 A-5 LOCATION OF EXISTING AND NEW AT&T ANTENNA AREA 1 A-3.1 1 A-3.2 LOCATION OF EXISTING AND NEW AT&T GROUND EQUIPMENT AREA 1,2 A-2 APN: 414-101-05 PR O P E R T Y L I N E PROPERTY LINE EXISTING BUILDING EXISTING PARKING AREA EXISTING BUILDING EXISTING BUILDING (E) TRANSFORMER (E) ELECTRICAL VAULT (E) WALL (E) FENCE, TYP. (E) TREE, TYP. FL O O D C O N T R O L C A N A L mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:JM SD 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL01580 12844670 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 04/21/2026 APPLICANT: CLL01580 FAIRVIEW BUSINESS PARK 2500 & 2500 3/4 S FAIIRVIEW ST. SANTA ANA, CA 92704 SD04/09/2025A ENGINEER: A-2 PLANS PREPARED BY: 95% CD'S FOR REVIEW DS11/04/2025B 100% CD'S FOR SUBMITTAL DS12/02/20250 100% CD'S REV - CODE DS04/21/20261 EXISTING EQUIPMENT LAYOUT 2 A-2 1 NE N ESE SW W NW S EQUIPMENT LAYOUTS NEW EQUIPMENT LAYOUT NE N ESE SW W NW S (E) AT&T POWER PLANT WITH EXISTING EQUIPMENT: (1) POWER CONTROLLER TO REMAIN (11) RECTIFIERS TO REMAIN (12) PYL12V185FT BATTERIES TO REMAIN (E) AT&T FIBER WINDER BOX (E) AT&T CIENA (E) ELECTRIC METER (E) AT&T DC12 SURGE PROTECTORS TO REMAIN, (3 TOTAL) (E) ACCESS DOOR (E) AT&T GENERATOR INTERFACE (E) AT&T TELCO CABINET (E) AT&T AC PANEL (E) AT&T GPS ANTENNA (E) AT&T PURCELL CABINET WITH EQUIPMENT: (1) EXISTING FLEXIHAUL (1) EXISTING FUSE PANEL (2) EXISTING EQUIPMENT TO REMAIN (E) AT&T H-FRAME (E) AT&T PURCELL CABINET WITH EXISTING EQUIPMENT LISTED ABOVE EQUIPMENT LIST INSIDE EXISTING PURCELL CABINET: (1) EXISTING SPOOL BOX (1) EXISTING SAU-02 01 (2) EXISTING GPS (3) EXISTING GROUNDING OVP (1) EXISTING ROUTER (3) EXISTING 6630 BBU (2) EXISTING 6601 BBU (1) EXISTING R503 BBU (1) EXISTING DUW 3001 (1) EXISTING HEAT SINK (E) AT&T BATTERY CABINET WITH: (16) PYL12V185FT BATTERIES TO REMAIN ±8'-8" EXISTING AT&T EQUIPMENT AREA ±1 1 ' - 6 " EX I S T I N G A T & T E Q U I P M E N T A R E A (E) AT&T POWER PLANT WITH EXISTING EQUIPMENT: (1) POWER CONTROLLER (11) RECTIFIERS (12) PYL12V185FT BATTERIES INSTALL NEW EQUIPMENT: (1) RETROFIT KIT W/ -58V TO CONVERT POWER TO -58V (5) C48/58 DC UP CONVERTERS (2) R48 2000 E3 RECTIFIERS (3) 50A DC BREAKERS (E) AT&T FIBER WINDER BOX (E) AT&T CIENA (E) ELECTRIC METER (E) AT&T DC12 SURGE PROTECTORS, (3 TOTAL) (E) ACCESS DOOR (E) AT&T GENERATOR INTERFACE (E) AT&T TELCO CABINET (E) AT&T AC PANEL (E) AT&T GPS ANTENNA (E) AT&T PURCELL CABINET WITH EQUIPMENT: (1) EXISTING FLEXIHAUL (1) EXISTING FUSE PANEL (2) EXISTING EQUIPMENT (E) AT&T H-FRAME (E) AT&T PURCELL CABINET WITH EXISTING EQUIPMENT LISTED ABOVE (E) AT&T BATTERY CABINET WITH: (16) PYL12V185FT BATTERIES ±8'-8" EXISTING AT&T EQUIPMENT AREA ±1 1 ' - 6 " EX I S T I N G A T & T E Q U I P M E N T A R E A 3,4 D-1 (E) W.I. TOPPER(E) W.I. TOPPER mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:JM SD 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL01580 12844670 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 04/21/2026 APPLICANT: CLL01580 FAIRVIEW BUSINESS PARK 2500 & 2500 3/4 S FAIIRVIEW ST. SANTA ANA, CA 92704 SD04/09/2025A ENGINEER: A-3.1 PLANS PREPARED BY: 95% CD'S FOR REVIEW DS11/04/2025B 100% CD'S FOR SUBMITTAL DS12/02/20250 100% CD'S REV - CODE DS04/21/20261 EXISTING ANTENNA PLAN 1 A-3.1 NE N E SESW W NW S EXISTING ANTENNA PLAN ANTENNA RF SCHEDULE (E) AT&T DC9 SURGE PROTECTORS TO REMAIN, (3 TOTAL) RFDS ID 34994 RFDS REV PRE-CONSTRUCTION RFDS DATE 01/31/2025 NOTES: 1.GENERAL CONTRACTOR TO REMOVE EXISTING ANTENNA SKEW (IF ANY). 2.EXISTING ANTENNAS/EQUIPMENT BY OTHERS NOT SHOWN FOR CLARITY. 3.EXISTING MONOEUCALYPTUS BRANCHES NOT SHOWN FOR CLARITY. (E) MONOEUCALYPTUS, TYP. A1 A2 A3 A4 B1 B2 B3 B4 C4 C3 C2 C1 (E) AT&T AIR6449 B77D ANTENNA TO BE MOVED DOWN AND RELOCATED (1 PER SECTOR, 3 TOTAL) 2'-7 " EXISTING RF SCHEDULE SECTOR ANTENNA MODEL NUMBER AZIMUTH RAD CENTER RRU MODEL NUMBER SURGE PROTECTION MODEL NUMBER A1 NNH4-65C-R6-V3 100°55'-0"8843 B2/B66A / 4449 B5/B12 DC9-48-60-24-8C-EV A2 AIR6449 B77D 100°57'-9"INTEGRATED A3 80010966 100°55'-0"4478 B14 A4 QS8658-3 100°55'-0"RRUS-E2 B29 / RRUS-32 B30 B1 NNH4-65C-R6-V3 220°55'-0"8843 B2/B66A / 4449 B5/B12 DC9-48-60-24-8C-EV B2 AIR6449 B77D 220°57'-9"INTEGRATED B3 80010966 220°55'-0"4478 B14 B4 QS8658-3 220°55'-0"RRUS-E2 B29 / RRUS-32 B30 C1 NNH4-65C-R6-V3 340°55'-0"8843 B2/B66A / 4449 B5/B12 DC9-48-60-24-8C-EV C2 AIR6449 B77D 340°57'-9"INTEGRATED C3 80010966 340°55'-0"4478 B14 C4 QS8658-3 340°55'-0"RRUS-E2 B29 / RRUS-32 B30 (E) AT&T PIPE MAST TO BE REMOVED AND REPLACED, (1 PER SECTOR, 3 TOTAL) "B" S E C T O R @ 220 ° "A" SECTO R @ 100° "C " S E C T O R @ 34 0 ° 1'-3 " 3'-1 0 " (E) AT&T NNH4-65C-R6-V3 ANTENNA TO BE RELOCATED (1 PER SECTOR, 3 TOTAL) (E) AT&T 80010966 ANTENNA TO BE RELOCATED (1 PER SECTOR, 3 TOTAL) (E) AT&T QS8658-3E ANTENNA TO BE RELOCATED (1 PER SECTOR, 3 TOTAL)(E) AT&T RRUS-32 B30 RRU TO BE RELOCATED (1 PER SECTOR, 3 TOTAL) (E) AT&T RRUS-E2 B29 RRU TO BE RELOCATED (1 PER SECTOR, 3 TOTAL) (E) AT&T 4478 B14 RRU TO BE RELOCATED (1 PER SECTOR, 3 TOTAL) (E) AT&T 8843 B2/B66A RRU TO BE RELOCATED (1 PER SECTOR, 3 TOTAL) (E) AT&T 4449 B5/B12 RRU TO BE RELOCATED (1 PER SECTOR, 3 TOTAL) 2' - 6 " 1' - 5 " 3' - 8 " 3'-9" 1'-5" 2'-7" ROTATE EXISTING SECTOR MOUNTS TO REMOVE ANTENNA SKEWS (TYP. FOR ALL SECTORS) NOTES: 1.ROTATE COLLAR COUNTER CLOCKWISE ARMS ORIENTATED TO AZ AS DESIGNED 100, 220, 340 mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:JM SD 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL01580 12844670 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 04/21/2026 APPLICANT: CLL01580 FAIRVIEW BUSINESS PARK 2500 & 2500 3/4 S FAIIRVIEW ST. SANTA ANA, CA 92704 SD04/09/2025A ENGINEER: A-3.2 PLANS PREPARED BY: 95% CD'S FOR REVIEW DS11/04/2025B 100% CD'S FOR SUBMITTAL DS12/02/20250 100% CD'S REV - CODE DS04/21/20261 NEW ANTENNA PLAN 1 A-3.2 NE N E SESW W NW S NEW ANTENNA PLANS ANTENNA RF SCHEDULE NOTES: 1.GENERAL CONTRACTOR TO REMOVE EXISTING ANTENNA SKEW (IF ANY). 2.EXISTING ANTENNAS/EQUIPMENT BY OTHERS NOT SHOWN FOR CLARITY. 3.EXISTING MONOEUCALYPTUS BRANCHES NOT SHOWN FOR CLARITY. RFDS ID 34994 RFDS REV PRE-CONSTRUCTION RFDS DATE 01/31/2025 NEW AT&T ANTENNA STACKED ABOVE (1 PER SECTOR, 3 TOTAL) 1,2 D-1 NEW AT&T 2-7/8" O.D. x 10'-0" LONG PIPE MAST (1 PER SECTOR, 3 TOTAL) 1'-0" CLR. (E) AT&T DC9 SURGE PROTECTORS, (3 TOTAL) (E) MONOEUCALYPTUS, TYP. A1 A2 A3 A4 B1 B2 B3 B4 C4 C3 C2 C1 (E) AT&T AIR6449 B77D ANTENNA MOVED DOWN AND RELOCATED, (1 PER SECTOR, 3 TOTAL) 2'-0 " TYP . FINAL RF SCHEDULE SECTOR ANTENNA MODEL NUMBER AZIMUTH RAD CENTER RRU MODEL NUMBER SURGE PROTECTION MODEL NUMBER A1 NNH4-65C-R6-V3 100°55'-0"8843 B2/B66A / 4449 B5/B12 DC9-48-60-24-8C-EV A2 AIR6419 B77G AIR6449 B77D 100°±57'-10" ±54'-0" INTEGRATED INTEGRATED A3 80010966 100°55'-0"4478 B14 A4 QS8658-3 100°55'-0"RRUS-E2 B29 / RRUS-32 B30 B1 NNH4-65C-R6-V3 220°55'-0"8843 B2/B66A / 4449 B5/B12 DC9-48-60-24-8C-EV B2 AIR6419 B77G AIR6449 B77D 220°±57'-10" ±54'-0" INTEGRATED INTEGRATED B3 80010966 220°55'-0"4478 B14 B4 QS8658-3 220°55'-0"RRUS-E2 B29 / RRUS-32 B30 C1 NNH4-65C-R6-V3 340°55'-0"8843 B2/B66A / 4449 B5/B12 DC9-48-60-24-8C-EV C2 AIR6419 B77G AIR6449 B77D 340°±57'-10" ±54'-0" INTEGRATED INTEGRATED C3 80010966 340°55'-0"4478 B14 C4 QS8658-3 340°55'-0"RRUS-E2 B29 / RRUS-32 B30 "B" S E C T O R @ 220 ° "A" SECTO R @ 100° "C " S E C T O R @ 34 0 ° 2'-0 " TYP . 2'-0 " TYP . (E) AT&T NNH4-65C-R6-V3 ANTENNA RELOCATED, (1 PER SECTOR, 3 TOTAL) (E) AT&T 80010966 ANTENNA RELOCATED (1 PER SECTOR, 3 TOTAL) (E) AT&T QS8658-3E ANTENNA RELOCATED (1 PER SECTOR, 3 TOTAL) (E) AT&T RRUS-32 B30 RRU RELOCATED, (1 PER SECTOR, 3 TOTAL) (E) AT&T RRUS-E2 B29 RRU RELOCATED, (1 PER SECTOR, 3 TOTAL) (E) AT&T 4478 B14 RRU RELOCATED, (1 PER SECTOR, 3 TOTAL) (E) AT&T 8843 B2/B66A RRU RELOCATED, (1 PER SECTOR, 3 TOTAL) (E) AT&T 4449 B5/B12 RRU RELOCATED, (1 PER SECTOR, 3 TOTAL) ROTATED EXISTING SECTOR MOUNTS TO REMOVE ANTENNA SKEWS (TYP. FOR ALL SECTORS) NOTES: 1.ROTATE COLLAR COUNTER CLOCKWISE ARMS ORIENTATED TO AZ AS DESIGNED 100, 220, 340 TEP MA RECOMMENDATIONS 1)IF THE LOAD DIFFERS FROM THAT DESCRIBED IN TABLE 2 (PER DETAIL 5/D-1) ARE FOUND TO BE INVALID, ANOTHER STRUCTURAL ANALYSIS SHOULD BE PERFORMED. 2)THE MOUNT AND ITS CONNECTION HAVE SUFFICIENT CAPACITY TO CARRY THE PROPOSED LOADING CONFIGURATION. IN ORDER FOR THE RESULTS OF THIS ANALYSIS TO BE VALID, THE MOUNT MODIFICATIONS LISTED BELOW MUST BE COMPLETED: (3)SITEPRO P30120, 2.5 SCH.40 X 10'-0" MOUNT PIPES (CONMAT ITEM NO. ANT.16008) (6)SITEPRO FCX45-U UNIVERSAL CROSSOVER PLATE KITS (CONMAT ITEM NO. ANT.56006) CROSSOVER PLATE KITS (2 PER SECTOR, 6 TOTAL) 6 D-1 ERICSSONERICSSON ERICSSONERICSSON mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:JM SD 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL01580 12844670 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 04/21/2026 APPLICANT: CLL01580 FAIRVIEW BUSINESS PARK 2500 & 2500 3/4 S FAIIRVIEW ST. SANTA ANA, CA 92704 SD04/09/2025A ENGINEER: A-4 PLANS PREPARED BY: 95% CD'S FOR REVIEW DS11/04/2025B 100% CD'S FOR SUBMITTAL DS12/02/20250 100% CD'S REV - CODE DS04/21/20261 2 A-4 1 ELEVATIONS NEW NORTH ELEVATION GROUND LEVEL 0'-0" A.G.L. EXISTING NORTH ELEVATION EXISTING AT&T ANTENNAS AND EQUIPMENT. SEE EXISTING ANTENNA PLAN. 1 A-3.1 EXISTING AND NEW AT&T ANTENNAS AND EQUIPMENT. SEE NEW ANTENNA PLANS. 1 A-3.2 GROUND LEVEL 0'-0" A.G.L. EXISTING AT&T ANTENNA RAD CENTER 55'-0" A.G.L. TOP OF EXISTING AT&T ANTENNAS 59'-0" A.G.L. EXISTING AT&T ANTENNA RAD CENTER 57'-9" A.G.L. TOP OF EXISTING & NEW AT&T ANTENNAS 59'-0" A.G.L. NEW AT&T ANTENNA RAD CENTER 54'-0" A.G.L. NEW AT&T ANTENNA RAD CENTER ±57'-10" A.G.L. (E) MONOEUCALYPTUS (E) BUILDING EXISTING AT&T ANTENNA RAD CENTER 55'-0" A.G.L. TOP OF EXISTING MONOEUCALYPTUS 60'-0" A.G.L. (E) MONOEUCALYPTUS (E) BUILDING TOP OF EXISTING MONOEUCALYPTUS 60'-0" A.G.L. ERICSSONERICSSON ERICSSONERICSSON mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:JM SD 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL01580 12844670 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 04/21/2026 APPLICANT: CLL01580 FAIRVIEW BUSINESS PARK 2500 & 2500 3/4 S FAIIRVIEW ST. SANTA ANA, CA 92704 SD04/09/2025A ENGINEER: A-5 PLANS PREPARED BY: 95% CD'S FOR REVIEW DS11/04/2025B 100% CD'S FOR SUBMITTAL DS12/02/20250 100% CD'S REV - CODE DS04/21/20261 2 A-5 1 ELEVATIONS NEW SOUTH ELEVATION EXISTING SOUTH ELEVATION GROUND LEVEL 0'-0" A.G.L. GROUND LEVEL 0'-0" A.G.L. (E) MONOEUCALYPTUS EXISTING AT&T ANTENNAS AND EQUIPMENT. SEE EXISTING ANTENNA PLAN. 1 A-3.1 (E) POWER POLE (E) BUILDING (BEHIND) EXISTING AND NEW AT&T ANTENNAS AND EQUIPMENT. SEE NEW ANTENNA PLANS. 1 A-3.2 EXISTING AT&T ANTENNA RAD CENTER 55'-0" A.G.L. TOP OF EXISTING AT&T ANTENNAS 59'-0" A.G.L. EXISTING AT&T ANTENNA RAD CENTER 57'-9" A.G.L. TOP OF EXISTING MONOEUCALYPTUS 60'-0" A.G.L. (E) MONOEUCALYPTUS (E) POWER POLE (E) BUILDING (BEHIND) TOP OF EXISTING & NEW AT&T ANTENNAS 59'-0" A.G.L. NEW AT&T ANTENNA RAD CENTER 54'-0" A.G.L. NEW AT&T ANTENNA RAD CENTER ±57'-10" A.G.L. EXISTING AT&T ANTENNA RAD CENTER 55'-0" A.G.L. TOP OF EXISTING MONOEUCALYPTUS 60'-0" A.G.L. mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:JM SD 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL01580 12844670 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 04/21/2026 APPLICANT: CLL01580 FAIRVIEW BUSINESS PARK 2500 & 2500 3/4 S FAIIRVIEW ST. SANTA ANA, CA 92704 SD04/09/2025A ENGINEER: D-1 PLANS PREPARED BY: 95% CD'S FOR REVIEW DS11/04/2025B 100% CD'S FOR SUBMITTAL DS12/02/20250 100% CD'S REV - CODE DS04/21/20261 D-1 64 1 2 3 5 CROSSOVER PLATE KIT 7. 9 " 16 " ± 16.1" TOP 16.1" MANUFACTURER: ERICSSON MODEL: AIR6419 B77G C BAND WEIGHT: 78.55 LBS W/ MTG BRACKETS FREQUENCY:REFER TO RF DATA SHEET 7.9" 28 . 3 " FRONT SIDE ANTENNA PIPE MOUNT MOUNTING BRACKET BY MANURACTURER PART # SXK 109 2064/1 MOUNTING BRACKET AIR ANTENNA DETAIL ANTENNA MOUNTING ELEVATION 12 " M I N . SE P A R A T I O N NEW AIR ANTENNA PER DETAIL 1/D-1 EXISTING AIR ANTENNA (RELOCATED) EXISTING ANTENNA PIPE MOUNT TO BE REMOVED AND REPLACED WITH 2-7/8" O.D. x 10'-0" LONG PIPE TABLE 2 PER MA CONVERTER DETAIL RECTIFIER DETAIL NEQ. 15930 1R482000E3 RECTIFIER, NETSURETM 512 & 721, HIGH EFFICIENCY, -48 VDC, 40 A/2000 W, 120/208/240 VAC, SINGLE PHASE INPUT, DIMENSIONS (HxWxD): 1.7" x 3.3" x 9.9" WEIGHT: 2.49 LBS. NEW CROSSOVER PLATE KIT TYP. mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:JM SD 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL01580 12844670 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 04/21/2026 APPLICANT: CLL01580 FAIRVIEW BUSINESS PARK 2500 & 2500 3/4 S FAIIRVIEW ST. SANTA ANA, CA 92704 SD04/09/2025A ENGINEER: G-1 PLANS PREPARED BY: 95% CD'S FOR REVIEW DS11/04/2025B 100% CD'S FOR SUBMITTAL DS12/02/20250 100% CD'S REV - CODE DS04/21/20261 ANTENNA GROUNDING PLAN (TYP. PER SECTOR)1 G-1 NE N E SESW W NW S GROUNDING PLAN COMPRESSION TYPE CONNECTION GROUNDING WIRE CADWELD TYPE CONNECTION GROUND BUS BAR GROUNDING SYMBOLS: @ 55' RRU MOUNT CENTER LINE (E) ANTENNA GROUND BAR TYP. (TO BE VERIFIED IN FIELD) (N) AWG 2 INSULATED COPPER GROUND WIRE FROM (N) ANTENNAS TO (E) ANTENNA GROUND BAR, TYP. mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:JM SD 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL01580 12844670 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 04/21/2026 APPLICANT: CLL01580 FAIRVIEW BUSINESS PARK 2500 & 2500 3/4 S FAIIRVIEW ST. SANTA ANA, CA 92704 SD04/09/2025A ENGINEER: G-2 PLANS PREPARED BY: 95% CD'S FOR REVIEW DS11/04/2025B 100% CD'S FOR SUBMITTAL DS12/02/20250 100% CD'S REV - CODE DS04/21/20261 G-2 9 ANTENNA PIPE MOUNT GROUNDING DETAIL 1 CABLE GROUND KIT DETAIL TYPICAL GROUND LUG CONNECTION DETAIL 2 3 4 5 6GROUNDING WIRE CONNECTION ANTENNA GROUNDING BAR CONN. DETAIL ANTENNA (12") GROUND BAR DETAIL TYPICAL CADWELD TYPES COAX GROUND KIT 7 8RRU GROUNDING DETAIL TEP is a family of companies licensed to provide different services in different jurisdictions. Depending on the jurisdiction , professional engineering and land surveying services are provided by TEP OpCo LLC, a Delaware limited liability company, TEP Engineering, PLLC, a North Carolina professional limited liability company, or M&H Engineering, PLLC, a New York professional limited liability company. General contractor services are provide d by TEPDB OpCo LLC, a Delaware limited liability company. We acquire the requisite licenses in each state. Additional information can be obtained from the company. November 8, 2025 Jon Maxwell 326 Tryon Road • Raleigh • NC 27603 M Squared Wireless (919) 661-6351 •StructuresRAL@tepgroup.net 1387 Calle Avanzado San Clemente, CA 92673 (949) 391-6824 Subject: Appurtenance Mount Analysis Carrier Designation: AT&T Mobility Reconfiguration Site Number: CLL01580 Site Name: Fairview Business Park FA Location Code: 12844670 IWM Job Number: WSLOS0068803 Engineering Firm Designation: TEP Project Number: 353924.1184084 Site Data: 2500-2520 S. Fairview Street Santa Ana, Orange County, CA 92704 Latitude 33° 42' 48.41'', Longitude -117° 54' 35.49'' 60.0± Foot - Monoeucalyptus Tower 55.0 Foot Mount Height - T-Arm Dear Jon Maxwell, TEP is pleased to submit this “Appurtenance Mount Analysis” to determine the structural integrity of the antenna mount on the above-mentioned tower. The purpose of the analysis is to determine acceptability of the mount's stress level. Based on our analysis we have determined the stress level for the mount structure, under the following load case, to be: LC1: Existing + Proposed + Reserved Loading Sufficient Capacity* Note: See Table 2 for the existing, proposed, and reserved loading *Sufficient upon completion of the changes listed in the “Recommendations” section of this report The analysis has been performed in accordance with the ANSI/TIA-222-H Structural Standard for Antenna Supporting Structures, Antennas, and Small Wind Turbine Support Structures, the 2022 California Building Code, and the AT&T Mount Technical Guidance – Revision 25. All equipment proposed in this report shall be installed in accordance with the appurtenances listed in Table 2 for the determined available structural capacity to be effective. We at TEP appreciate the opportunity of providing our continuing professional services to you and M Squared Wireless. If you have any questions or need further assistance on this or any other projects, please give us a call. Respectfully submitted by: Adam M. Amortnont, P.E., S.E. Mount Capacity 36.8% 2500 & 2520 3/4 S Fairview St., November 8, 2025 T-Arm Mount Analysis Fairview Business Park (12844670) TEP Project Number 353924.1184084 Page 2 ANALYSIS CRITERIA Table 1 - Mount Analysis Parameters Ultimate Wind Speed (MPH) Ice Thickness (in) Ice Wind Speed (MPH) Exposure Category Risk Category Topo Procedure Kzt Ss Value Maintenance Loads1,2 95 0.0 30 B II Method 2 1.0 1.305 Lm = 250 lbs Lv = 250 lbs Notes: 1) Maintenance loads applied per ANSI/TIA-222-H Chapter 16. Worst case positions are included in the RISA-3D Output. 2) Maintenance loads do not govern the structural capacity of the mount. Table 2 - Existing, Proposed, and Reserved Antenna Loading Configuration Existing/ Proposed Mount Level (ft) Ant CL (ft) Qty Antenna Model Mount Type Owner/ Tenant Final Loading Config. 55.0 57.7 3 Ericsson AIR6419 B77G1 (3) T-Arm Mounts AT&T 55.0 3 Commscope NNH4-65C-R6-V3 3 Kathrein 80010866 3 Quintel QS8658-3E 3 Ericsson 8843 B2/B66A 3 Ericsson 4449 B5/B12 3 Ericsson 4478 B14 3 Ericsson RRUS E2 B29 3 Ericsson RRUS-32 B30 3 Raycap DC9-48-60-24-8C-EV 53.0 3 Ericsson AIR6449 B77D1 Notes: 1) Antennas are to be vertically stacked in the same position (typical of 2 antennas per sector, 6 total). ANALYSIS RESULTS Table 3 - Mount Component Stresses vs. Capacity Notes Component % Capacity Pass / Fail - Face Horizontals 28.7 Pass - Support Horizontals 25.2 Pass - Mount Pipes 36.8 Pass - Stabilizer Arms 1.5 Pass 1 Connection Bolts 20.0 Pass 1 Connection Plates 14.3 Pass Structure Rating (max from all components) = 36.8% Notes: 1) See additional documentation in “Appendix B - Additional Calculations” for calculations supporting the % capacity listed. November 8, 2025 T-Arm Mount Analysis Fairview Business Park (12844670) TEP Project Number 353924.1184084 Page 3 Table 4 - Documents Provided Document Remarks Source Previous Mount Analysis GPD Group Inc., dated September 28, 2021 GPD# 2021723.21.195375.01 M Squared Previous Structural Analysis GPD Group Inc., dated September 28, 2021 GPD# 2021723.21.195375.01 M Squared Scoping form AT&T Mobility, dated September 26, 2025 RFDS ID: RFDS-34994 M Squared Preliminary Construction Drawings M Squared Project No. 12844670 M Squared Correspondence Correspondence from M Squared Wireless Solutions in reference to the existing, proposed, and reserved loading. M Squared RECOMMENDATIONS 1) If the load differs from that described in Table 2 of this report or the provisions of this analysis are found to be invalid, another structural analysis should be performed. 2) The mount and its connection have sufficient capacity to carry the proposed loading configuration. In order for the results of this analysis to be valid, the mount modifications listed below must be completed: a) (3) SitePro P30120, 2.5 Sch.40 x 10’-0” Mount Pipes (CONMAT Item No. ANT.16008) b) (6) SitePro FCX45-U Universal Crossover Plate Kits (CONMAT Item No. ANT.56006) ANALYSIS ASSUMPTIONS 1) The mount was built in accordance with the manufacturer’s specifications. 2) The mount has been maintained in accordance with the manufacturer’s specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Table 2. All mount components have been assumed to be in sufficient condition to carry their full design capacity for this analysis. 4) Serviceability with respect to antenna twist, tilt, roll, or lateral translation, is not checked and is left to the carrier or tower owner to ensure conformance. 5) TEP did not analyze the collar mount connection to the pole and assumes it to have sufficient structural capacity to transfer the applied forces from the mount to the tower. 6) All material grades used for this analysis, unless verified by mount manufacturer design, were assumed per AISC Table 2-4, 15th Edition. See RISA 3-D output for confirmation on grades used in this analysis. This analysis may be affected if any assumptions are not valid or have been made in error. TEP should be notified to determine the effect on the structural integrity of the mount. November 8, 2025 T-Arm Mount Analysis Fairview Business Park (12844670) TEP Project Number 353924.1184084 Page 4 APPENDIX A RISA-3D OUTPUT TEP SVW TEP No. 353924.1184084 CLL01580 (12844670)SK-1 Nov 08, 2025 at 02:15 PM T-Arm Mount.r3d TEP SVW TEP No. 353924.1184084 CLL01580 (12844670)SK-2 Nov 08, 2025 at 02:16 PM T-Arm Mount.r3d TEP SVW TEP No. 353924.1184084 CLL01580 (12844670)SK-3 Nov 08, 2025 at 02:16 PM T-Arm Mount.r3d TEP SVW TEP No. 353924.1184084 CLL01580 (12844670)SK-4 Nov 08, 2025 at 02:16 PM T-Arm Mount.r3d TEP SVW TEP No. 353924.1184084 CLL01580 (12844670)SK-5 Nov 08, 2025 at 02:16 PM T-Arm Mount.r3d TEP SVW TEP No. 353924.1184084 CLL01580 (12844670)SK-6 Nov 08, 2025 at 02:16 PM T-Arm Mount.r3d Company Designer Job Number Model Name : : : : TEP SVW TEP No. 353924.1184084 CLL01580 (12844670) Checked By : SMS 11/8/2025 2:16:59 PM RISA-3D Version 22 [ T-Arm Mount.r3d ]Page 1 Model Settings Number of Reported Sections 5 Number of Internal Sections 100 Member Area Load Mesh Size (in2)144 Consider Shear Deformation Yes Consider Torsional Warping Yes Approximate Mesh Size (in)24 Transfer Forces Between Intersecting Wood Walls Yes Increase Wood Wall Nailing Capacity for Wind Loads Yes Include P-Delta for Walls Yes Optimize Masonry and Wood Walls Yes Maximum Number of Iterations 3 Single No Multiple (Optimum)Yes Maximum No Global Axis corresponding to vertical direction Y Convert Existing Data Yes Default Global Plane for z-axis XZ Plate Local Axis Orientation Nodal Hot Rolled Steel AISC 15th (360-16): LRFD Stiffness Adjustment No Notional Annex None Connections None Cold Formed Steel None Stiffness Adjustment Yes (Iterative) Wood None Temperature < 100F Concrete None Masonry None Aluminum None Structure Type Building Stiffness Adjustment No Stainless None Stiffness Adjustment Yes (Iterative) Compression Stress Block Rectangular Stress Block Analyze using Cracked Sections Yes Leave room for horizontal rebar splices (2*d bar spacing)Yes List forces which were ignored for design in the Detail Report Yes Column Min Steel 1 Column Max Steel 8 Rebar Material Spec ASTM A615 Warn if beam-column framing arrangement is not understood No Number of Shear Regions 4 Region 2 & 3 Spacing Increase Increment (in)4 Code ASCE 7-16 Risk Category I or II Drift Cat Other Company Designer Job Number Model Name : : : : TEP SVW TEP No. 353924.1184084 CLL01580 (12844670) Checked By : SMS 11/8/2025 2:16:59 PM RISA-3D Version 22 [ T-Arm Mount.r3d ]Page 2 Model Settings (Continued) Base Elevation (ft) Include the weight of the structure in base shear calcs Yes S1 (g)1 SD1 (g)1 SDS (g)1 TL (sec)5 T Z (sec) T X (sec) CtZ 0.02 CtX 0.02 CtExp. Z 0.75 CtExp. X 0.75 R Z 3 R X 3 Ω0Z 1 Ω0X 1 CdZ 4 CdX 4 ρ Z 1 ρ X 1 Company Designer Job Number Model Name : : : : TEP SVW TEP No. 353924.1184084 CLL01580 (12844670) Checked By : SMS 11/8/2025 2:16:59 PM RISA-3D Version 22 [ T-Arm Mount.r3d ]Page 3 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 RND 29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 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 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rule Area [in²] Iyy [in⁴]Izz [in⁴] J [in⁴] 1 Mount Pipes 2.5 PIPE_2.5 None None A53 Gr.B Typical 1.61 1.45 1.45 2.89 2 Mount Pipe 2.0 PIPE_2.0 None None A53 Gr.B Typical 1.02 0.627 0.627 1.25 3 Support Horizontals HSS4X4X4 None None A500 Gr.B Rect Typical 3.37 7.8 7.8 12.8 4 Support Verticals PIPE_4.0 None None A53 Gr.B Typical 2.96 6.82 6.82 13.6 5 Face Horizontals PIPE_3.0 None None A53 Gr.B Typical 2.07 2.85 2.85 5.69 6 Stabiliizer Arm PIPE_2.0 None None A53 Gr.B Typical 1.02 0.627 0.627 1.25 Material Take-Off Material Size Pieces Length[ft]Weight[K] 1 General Members 2 RIGID 33 5.4 0 3 Total General 33 5.4 0 4 5 Hot Rolled Steel 6 A500 Gr.B Rect HSS4X4X4 6 18 0.222 7 A53 Gr.B PIPE_2.0 15 113.2 0.393 8 A53 Gr.B PIPE_2.5 3 30 0.164 9 A53 Gr.B PIPE_3.0 6 78 0.549 10 A53 Gr.B PIPE_4.0 6 9 0.091 11 Total HR Steel 36 248.2 1.419 Node Boundary Conditions Node Label X [k/in]Y [k/in]Z [k/in]X Rot [k-ft/rad]Y Rot [k-ft/rad]Z Rot [k-ft/rad] 1 S1 Reaction Reaction Reaction Reaction Reaction Reaction 2 N13 Reaction Reaction Reaction Reaction Reaction Reaction 3 N48 Reaction Reaction Reaction Reaction Reaction Reaction 4 N59 Reaction Reaction Reaction Reaction Reaction Reaction 5 N93 Reaction Reaction Reaction Reaction Reaction Reaction 6 N104 Reaction Reaction Reaction Reaction Reaction Reaction Node Coordinates Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 1 S1 1.319078 -1.5 -1.02606 2 N2 4.652411 -1.5 -1.02606 3 N3 4.319078 -1.5 -1.02606 4 N4 4.319078 -0.75 -1.02606 5 N5 4.319078 -2.25 -1.02606 6 N6 4.652411 -1.5 -7.52606 7 N7 4.652411 -1.5 5.47394 Company Designer Job Number Model Name : : : : TEP SVW TEP No. 353924.1184084 CLL01580 (12844670) Checked By : SMS 11/8/2025 2:16:59 PM RISA-3D Version 22 [ T-Arm Mount.r3d ]Page 4 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 8 N8 4.652411 -1.5 -7.02606 9 N12 4.777411 4.75 -7.02606 10 N16 4.777411 -5.25 -7.02606 11 N11 4.777411 -1.5 -7.02606 12 N13 1.319078 2.25 -1.02606 13 N14 4.652411 2.25 -1.02606 14 N15 4.319078 2.25 -1.02606 15 N16A 4.319078 3 -1.02606 16 N17 4.319078 1.5 -1.02606 17 N18 4.652411 2.25 -7.52606 18 N19 4.652411 2.25 5.47394 19 N20 4.652411 2.25 -7.02606 20 N21 4.777411 2.25 -7.02606 21 N124A 2.819078 2.25 -1.02606 22 N139 -0.680922 -1.5 -1.02606 23 N147 2.819078 0.25 -1.15114 24 N148 2.819078 4.25 -1.15114 25 N145 2.819078 2.25 -1.15114 26 N48 -1.680922 -1.5 -2.758111 27 N49 -3.347589 -1.5 -5.644863 28 N50 -3.180922 -1.5 -5.356187 29 N51 -3.180922 -0.75 -5.356187 30 N52 -3.180922 -2.25 -5.356187 31 N53 -8.976754 -1.5 -2.394863 32 N54 2.281576 -1.5 -8.894863 33 N59 -1.680922 2.25 -2.758111 34 N60 -3.347589 2.25 -5.644863 35 N61 -3.180922 2.25 -5.356187 36 N62 -3.180922 3 -5.356187 37 N63 -3.180922 1.5 -5.356187 38 N64 -8.976754 2.25 -2.394863 39 N65 2.281576 2.25 -8.894863 40 N88 -2.430922 2.25 -4.057149 41 N90 -2.539244 0.25 -3.99461 42 N91 -2.539244 4.25 -3.99461 43 N92 -2.539244 2.25 -3.99461 44 N93 -1.680922 -1.5 0.70599 45 N94 -3.347589 -1.5 3.592742 46 N95 -3.180922 -1.5 3.304067 47 N96 -3.180922 -0.75 3.304067 48 N97 -3.180922 -2.25 3.304067 49 N98 2.281576 -1.5 6.842742 50 N99 -8.976754 -1.5 0.342742 51 N104 -1.680922 2.25 0.70599 52 N105 -3.347589 2.25 3.592742 53 N106 -3.180922 2.25 3.304067 54 N107 -3.180922 3 3.304067 55 N108 -3.180922 1.5 3.304067 56 N109 2.281576 2.25 6.842742 57 N110 -8.976754 2.25 0.342742 58 N133 -2.430922 2.25 2.005028 59 N135 -2.3226 0.25 2.067568 60 N136A -2.3226 4.25 2.067568 61 N137 -2.3226 2.25 2.067568 62 N128A 4.652411 2.25 -4.52606 Company Designer Job Number Model Name : : : : TEP SVW TEP No. 353924.1184084 CLL01580 (12844670) Checked By : SMS 11/8/2025 2:16:59 PM RISA-3D Version 22 [ T-Arm Mount.r3d ]Page 5 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 63 N129A -6.378678 2.25 -3.894863 64 N130A -0.3165 2.25 5.342742 65 N131 4.652411 2.25 2.47394 66 N132 -0.3165 2.25 -7.394863 67 N133A -6.378678 2.25 1.842742 68 N68 4.652411 -1.5 -3.02606 69 N69 4.777411 5.375 -3.02606 70 N70 4.777411 -4.625 -3.02606 71 N71 4.777411 -1.5 -3.02606 72 N72 4.652411 2.25 -3.02606 73 N73 4.777411 2.25 -3.02606 74 N74 4.652411 -1.5 -0.27606 75 N75 4.777411 4.75 -0.27606 76 N76 4.777411 -5.25 -0.27606 77 N77 4.777411 -1.5 -0.27606 78 N78 4.652411 2.25 -0.27606 79 N79 4.777411 2.25 -0.27606 80 N80 4.652411 -1.5 4.97394 81 N81 4.777411 2.75 4.97394 82 N82 4.777411 -5.25 4.97394 83 N83 4.777411 -1.5 4.97394 84 N84 4.652411 2.25 4.97394 85 N85 4.777411 2.25 4.97394 86 N86 -8.543878 -1.5 -2.644784 87 N87 -8.60641 4.75 -2.753093 88 N88A -8.60641 -5.25 -2.753093 89 N89 -8.60641 -1.5 -2.753093 90 N90A -8.543878 2.25 -2.644784 91 N91A -8.60641 2.25 -2.753093 92 N92A -5.079777 -1.5 -4.644784 93 N93A -5.142309 5.375 -4.753093 94 N94A -5.142309 -4.625 -4.753093 95 N95A -5.142309 -1.5 -4.753093 96 N96A -5.079777 2.25 -4.644784 97 N97A -5.142309 2.25 -4.753093 98 N98A -2.698207 -1.5 -6.019784 99 N99A -2.760739 4.75 -6.128093 100 N100 -2.760739 -5.25 -6.128093 101 N101 -2.760739 -1.5 -6.128093 102 N102 -2.698207 2.25 -6.019784 103 N103 -2.760739 2.25 -6.128093 104 N104A 1.848427 -1.5 -8.644784 105 N105A 1.785894 2.75 -8.753093 106 N106A 1.785894 -5.25 -8.753093 107 N107A 1.785894 -1.5 -8.753093 108 N108A 1.848427 2.25 -8.644784 109 N109A 1.785894 2.25 -8.753093 110 N110A 1.848584 -1.5 6.592753 111 N111 1.785999 4.75 6.701153 112 N112 1.785999 -5.25 6.701153 113 N113 1.785999 -1.5 6.701153 114 N114 1.848584 2.25 6.592753 115 N115 1.785999 2.25 6.701153 116 N116 -1.615518 -1.5 4.592753 117 N117 -1.678102 5.375 4.701153 Company Designer Job Number Model Name : : : : TEP SVW TEP No. 353924.1184084 CLL01580 (12844670) Checked By : SMS 11/8/2025 2:16:59 PM RISA-3D Version 22 [ T-Arm Mount.r3d ]Page 6 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 118 N118 -1.678102 -4.625 4.701153 119 N119 -1.678102 -1.5 4.701153 120 N120 -1.615518 2.25 4.592753 121 N121 -1.678102 2.25 4.701153 122 N122 -3.997088 -1.5 3.217753 123 N123 -4.059672 4.75 3.326153 124 N124 -4.059672 -5.25 3.326153 125 N125 -4.059672 -1.5 3.326153 126 N126 -3.997088 2.25 3.217753 127 N127 -4.059672 2.25 3.326153 128 N128 -8.543721 -1.5 0.592753 129 N129 -8.606306 2.75 0.701153 130 N130 -8.606306 -5.25 0.701153 131 N131A -8.606306 -1.5 0.701153 132 N132A -8.543721 2.25 0.592753 133 N133B -8.606306 2.25 0.701153 Member Primary Data Label I Node J Node Section/Shape Type Design List Material Design Rule 1 FF-BH1 N6 N7 Face Horizontals None None A53 Gr.B Typical 2 FF-BH2 N98 N99 Face Horizontals None None A53 Gr.B Typical 3 FF-BH3 N53 N54 Face Horizontals None None A53 Gr.B Typical 4 FF-TH1 N18 N19 Face Horizontals None None A53 Gr.B Typical 5 FF-TH2 N109 N110 Face Horizontals None None A53 Gr.B Typical 6 FF-TH3 N64 N65 Face Horizontals None None A53 Gr.B Typical 7 MP-1 N12 N16 Mount Pipe 2.0 None None A53 Gr.B Typical 8 MP-3 N75 N76 Mount Pipe 2.0 None None A53 Gr.B Typical 9 MP-4 N81 N82 Mount Pipe 2.0 None None A53 Gr.B Typical 10 MP-5 N111 N112 Mount Pipe 2.0 None None A53 Gr.B Typical 11 MP-7 N123 N124 Mount Pipe 2.0 None None A53 Gr.B Typical 12 MP-8 N129 N130 Mount Pipe 2.0 None None A53 Gr.B Typical 13 MP-9 N87 N88A Mount Pipe 2.0 None None A53 Gr.B Typical 14 MP-11 N99A N100 Mount Pipe 2.0 None None A53 Gr.B Typical 15 MP-12 N105A N106A Mount Pipe 2.0 None None A53 Gr.B Typical 16 RRU-1 N148 N147 Mount Pipe 2.0 None None A53 Gr.B Typical 17 RRU-2 N136A N135 Mount Pipe 2.0 None None A53 Gr.B Typical 18 RRU-3 N91 N90 Mount Pipe 2.0 None None A53 Gr.B Typical 19 MP-2 N69 N70 Mount Pipes 2.5 None None A53 Gr.B Typical 20 MP-6 N117 N118 Mount Pipes 2.5 None None A53 Gr.B Typical 21 MP-10 N93A N94A Mount Pipes 2.5 None None A53 Gr.B Typical 22 M6 N11 N8 RIGID None None RIGID Typical 23 M8 N3 N2 RIGID None None RIGID Typical 24 M10 N15 N14 RIGID None None RIGID Typical 25 M11 N21 N20 RIGID None None RIGID Typical 26 M33 N50 N49 RIGID None None RIGID Typical 27 M34 N61 N60 RIGID None None RIGID Typical 28 M38 N71 N68 RIGID None None RIGID Typical 29 M39 N73 N72 RIGID None None RIGID Typical 30 M41 N77 N74 RIGID None None RIGID Typical 31 M42 N88 N92 RIGID None None RIGID Typical 32 M42A N79 N78 RIGID None None RIGID Typical 33 M44 N83 N80 RIGID None None RIGID Typical 34 M45 N85 N84 RIGID None None RIGID Typical 35 M47 N89 N86 RIGID None None RIGID Typical 36 M48 N91A N90A RIGID None None RIGID Typical Company Designer Job Number Model Name : : : : TEP SVW TEP No. 353924.1184084 CLL01580 (12844670) Checked By : SMS 11/8/2025 2:16:59 PM RISA-3D Version 22 [ T-Arm Mount.r3d ]Page 7 Member Primary Data (Continued) Label I Node J Node Section/Shape Type Design List Material Design Rule 37 M50 N95A N92A RIGID None None RIGID Typical 38 M51 N97A N96A RIGID None None RIGID Typical 39 M53 N101 N98A RIGID None None RIGID Typical 40 M54 N103 N102 RIGID None None RIGID Typical 41 M55 N95 N94 RIGID None None RIGID Typical 42 M56 N106 N105 RIGID None None RIGID Typical 43 M56A N107A N104A RIGID None None RIGID Typical 44 M57 N109A N108A RIGID None None RIGID Typical 45 M59 N113 N110A RIGID None None RIGID Typical 46 M60 N115 N114 RIGID None None RIGID Typical 47 M62 N119 N116 RIGID None None RIGID Typical 48 M63 N121 N120 RIGID None None RIGID Typical 49 M64 N133 N137 RIGID None None RIGID Typical 50 M65 N125 N122 RIGID None None RIGID Typical 51 M66 N127 N126 RIGID None None RIGID Typical 52 M68 N131A N128 RIGID None None RIGID Typical 53 M69 N133B N132A RIGID None None RIGID Typical 54 M74 N124A N145 RIGID None None RIGID Typical 55 SA-1 N131 N130A Stabiliizer Arm None None A53 Gr.B Typical 56 SA-2 N133A N129A Stabiliizer Arm None None A53 Gr.B Typical 57 SA-3 N128A N132 Stabiliizer Arm None None A53 Gr.B Typical 58 SA1-BH S1 N3 Support Horizontals None None A500 Gr.B Rect Typical 59 SA1-TH N13 N15 Support Horizontals None None A500 Gr.B Rect Typical 60 SA2-BH N93 N95 Support Horizontals None None A500 Gr.B Rect Typical 61 SA2-TH N104 N106 Support Horizontals None None A500 Gr.B Rect Typical 62 SA3-BH N48 N50 Support Horizontals None None A500 Gr.B Rect Typical 63 SA3-TH N59 N61 Support Horizontals None None A500 Gr.B Rect Typical 64 SA1-BV N4 N5 Support Verticals None None A53 Gr.B Typical 65 SA1-TV N16A N17 Support Verticals None None A53 Gr.B Typical 66 SA2-BV N96 N97 Support Verticals None None A53 Gr.B Typical 67 SA2-TV N107 N108 Support Verticals None None A53 Gr.B Typical 68 SA3-BV N51 N52 Support Verticals None None A53 Gr.B Typical 69 SA3-TV N62 N63 Support Verticals None None A53 Gr.B Typical Member Advanced Data Label I Release J Release Col-Wall Vert Release Physical Deflection Ratio Options Seismic DR 1 FF-BH1 Yes ** NA **None 2 FF-BH2 Yes ** NA **None 3 FF-BH3 Yes ** NA **None 4 FF-TH1 Yes ** NA **None 5 FF-TH2 Yes ** NA **None 6 FF-TH3 Yes ** NA **None 7 MP-1 Yes ** NA **None 8 MP-3 Yes ** NA **None 9 MP-4 Yes ** NA **None 10 MP-5 Yes ** NA **None 11 MP-7 Yes ** NA **None 12 MP-8 Yes ** NA **None 13 MP-9 Yes ** NA **None 14 MP-11 Yes ** NA **None 15 MP-12 Yes ** NA **None 16 RRU-1 Yes ** NA **None 17 RRU-2 Yes ** NA **None 18 RRU-3 Yes ** NA **None 19 MP-2 Yes ** NA **None Company Designer Job Number Model Name : : : : TEP SVW TEP No. 353924.1184084 CLL01580 (12844670) Checked By : SMS 11/8/2025 2:16:59 PM RISA-3D Version 22 [ T-Arm Mount.r3d ]Page 8 Member Advanced Data (Continued) Label I Release J Release Col-Wall Vert Release Physical Deflection Ratio Options Seismic DR 20 MP-6 Yes ** NA **None 21 MP-10 Yes ** NA **None 22 M6 Yes ** NA **None 23 M8 Yes ** NA **None 24 M10 Yes ** NA **None 25 M11 Yes ** NA **None 26 M33 Yes ** NA **None 27 M34 Yes ** NA **None 28 M38 Yes ** NA **None 29 M39 Yes ** NA **None 30 M41 Yes ** NA **None 31 M42 Yes ** NA **None 32 M42A Yes ** NA **None 33 M44 Yes ** NA **None 34 M45 Yes ** NA **None 35 M47 Yes ** NA **None 36 M48 Yes ** NA **None 37 M50 Yes ** NA **None 38 M51 Yes ** NA **None 39 M53 Yes ** NA **None 40 M54 Yes ** NA **None 41 M55 Yes ** NA **None 42 M56 Yes ** NA **None 43 M56A Yes ** NA **None 44 M57 Yes ** NA **None 45 M59 Yes ** NA **None 46 M60 Yes ** NA **None 47 M62 Yes ** NA **None 48 M63 Yes ** NA **None 49 M64 Yes ** NA **None 50 M65 Yes ** NA **None 51 M66 Yes ** NA **None 52 M68 Yes ** NA **None 53 M69 Yes ** NA **None 54 M74 Yes ** NA **None 55 SA-1 BenPIN BenPIN Yes ** NA **None 56 SA-2 BenPIN BenPIN Yes ** NA **None 57 SA-3 BenPIN BenPIN Yes ** NA **None 58 SA1-BH Yes ** NA **None 59 SA1-TH Yes ** NA **None 60 SA2-BH Yes ** NA **None 61 SA2-TH Yes ** NA **None 62 SA3-BH Yes ** NA **None 63 SA3-TH Yes ** NA **None 64 SA1-BV Yes ** NA **None 65 SA1-TV Yes ** NA **None 66 SA2-BV Yes ** NA **None 67 SA2-TV Yes ** NA **None 68 SA3-BV Yes ** NA **None 69 SA3-TV Yes ** NA **None Hot Rolled Steel Design Parameters Label Shape Length [ft]Lb y-y [ft]Lb z-z [ft]K y-y K z-z Channel Conn. a [ft] Function 1 FF-BH1 Face Horizontals 13 6.25 6.25 2.1 2.1 N/A N/A Lateral 2 FF-BH2 Face Horizontals 13 6.25 6.25 2.1 2.1 N/A N/A Lateral Company Designer Job Number Model Name : : : : TEP SVW TEP No. 353924.1184084 CLL01580 (12844670) Checked By : SMS 11/8/2025 2:16:59 PM RISA-3D Version 22 [ T-Arm Mount.r3d ]Page 9 Hot Rolled Steel Design Parameters (Continued) Label Shape Length [ft]Lb y-y [ft]Lb z-z [ft]K y-y K z-z Channel Conn. a [ft] Function 3 FF-BH3 Face Horizontals 13 6.25 6.25 2.1 2.1 N/A N/A Lateral 4 FF-TH1 Face Horizontals 13 6.25 6.25 2.1 2.1 N/A N/A Lateral 5 FF-TH2 Face Horizontals 13 6.25 6.25 2.1 2.1 N/A N/A Lateral 6 FF-TH3 Face Horizontals 13 6.25 6.25 2.1 2.1 N/A N/A Lateral 7 MP-1 Mount Pipe 2.0 10 Segment Segment 2.1 2.1 N/A N/A Lateral 8 MP-3 Mount Pipe 2.0 10 Segment Segment 2.1 2.1 N/A N/A Lateral 9 MP-4 Mount Pipe 2.0 8 Segment Segment 2.1 2.1 N/A N/A Lateral 10 MP-5 Mount Pipe 2.0 10 Segment Segment 2.1 2.1 N/A N/A Lateral 11 MP-7 Mount Pipe 2.0 10 Segment Segment 2.1 2.1 N/A N/A Lateral 12 MP-8 Mount Pipe 2.0 8 Segment Segment 2.1 2.1 N/A N/A Lateral 13 MP-9 Mount Pipe 2.0 10 Segment Segment 2.1 2.1 N/A N/A Lateral 14 MP-11 Mount Pipe 2.0 10 Segment Segment 2.1 2.1 N/A N/A Lateral 15 MP-12 Mount Pipe 2.0 8 Segment Segment 2.1 2.1 N/A N/A Lateral 16 RRU-1 Mount Pipe 2.0 4 Segment Segment 2.1 2.1 N/A N/A Lateral 17 RRU-2 Mount Pipe 2.0 4 Segment Segment 2.1 2.1 N/A N/A Lateral 18 RRU-3 Mount Pipe 2.0 4 Segment Segment 2.1 2.1 N/A N/A Lateral 19 MP-2 Mount Pipes 2.5 10 Segment Segment 2.1 2.1 N/A N/A Lateral 20 MP-6 Mount Pipes 2.5 10 Segment Segment 2.1 2.1 N/A N/A Lateral 21 MP-10 Mount Pipes 2.5 10 Segment Segment 2.1 2.1 N/A N/A Lateral 22 SA-1 Stabiliizer Arm 5.738 1 1 N/A N/A Lateral 23 SA-2 Stabiliizer Arm 5.738 1 1 N/A N/A Lateral 24 SA-3 Stabiliizer Arm 5.738 1 1 N/A N/A Lateral 25 SA1-BH Support Horizontals 3 2.1 2.1 N/A N/A Lateral 26 SA1-TH Support Horizontals 3 2.1 2.1 N/A N/A Lateral 27 SA2-BH Support Horizontals 3 2.1 2.1 N/A N/A Lateral 28 SA2-TH Support Horizontals 3 2.1 2.1 N/A N/A Lateral 29 SA3-BH Support Horizontals 3 2.1 2.1 N/A N/A Lateral 30 SA3-TH Support Horizontals 3 2.1 2.1 N/A N/A Lateral 31 SA1-BV Support Verticals 1.5 2.1 2.1 N/A N/A Lateral 32 SA1-TV Support Verticals 1.5 2.1 2.1 N/A N/A Lateral 33 SA2-BV Support Verticals 1.5 2.1 2.1 N/A N/A Lateral 34 SA2-TV Support Verticals 1.5 2.1 2.1 N/A N/A Lateral 35 SA3-BV Support Verticals 1.5 2.1 2.1 N/A N/A Lateral 36 SA3-TV Support Verticals 1.5 2.1 2.1 N/A N/A Lateral Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Nodal Point Distributed 1 Dead None -1 51 2 0 Wind - No Ice None 51 36 3 30 Wind - No Ice None 102 72 4 45 Wind - No Ice None 102 72 5 60 Wind - No Ice None 102 72 6 90 Wind - No Ice None 51 36 7 120 Wind - No Ice None 102 72 8 135 Wind - No Ice None 102 72 9 150 Wind - No Ice None 102 72 10 180 Wind - No Ice None 51 36 11 210 Wind - No Ice None 102 72 12 225 Wind - No Ice None 102 72 13 240 Wind - No Ice None 102 72 14 270 Wind - No Ice None 51 36 15 300 Wind - No Ice None 102 72 16 315 Wind - No Ice None 102 72 17 330 Wind - No Ice None 102 72 18 Ice Weight None 51 36 Company Designer Job Number Model Name : : : : TEP SVW TEP No. 353924.1184084 CLL01580 (12844670) Checked By : SMS 11/8/2025 2:16:59 PM RISA-3D Version 22 [ T-Arm Mount.r3d ]Page 10 Basic Load Cases (Continued) BLC Description Category X Gravity Y Gravity Z Gravity Nodal Point Distributed 19 0 Wind - Ice None 51 36 20 30 Wind - Ice None 102 72 21 45 Wind - Ice None 102 72 22 60 Wind - Ice None 102 72 23 90 Wind - Ice None 51 36 24 120 Wind - Ice None 102 72 25 135 Wind - Ice None 102 72 26 150 Wind - Ice None 102 72 27 180 Wind - Ice None 51 36 28 210 Wind - Ice None 102 72 29 225 Wind - Ice None 102 72 30 240 Wind - Ice None 102 72 31 270 Wind - Ice None 51 36 32 300 Wind - Ice None 102 72 33 315 Wind - Ice None 102 72 34 330 Wind - Ice None 102 72 35 Lm None 1 36 Lv None 1 37 Seismic Load X ELX -1 51 38 Seismic Load Z ELZ -1 51 Load Combinations Description Solve P-Delta BLC Factor BLC Factor BLC Factor 1 1.4D Yes Y 1 1.4 2 0.9D+1.0 0-Wind Yes Y 1 0.9 2 1 3 0.9D+1.0 30-Wind Yes Y 1 0.9 3 1 4 0.9D+1.0 45-Wind Yes Y 1 0.9 4 1 5 0.9D+1.0 60-Wind Yes Y 1 0.9 5 1 6 0.9D+1.0 90-Wind Yes Y 1 0.9 6 1 7 0.9D+1.0 120-Wind Yes Y 1 0.9 7 1 8 0.9D+1.0 135-Wind Yes Y 1 0.9 8 1 9 0.9D+1.0 150-Wind Yes Y 1 0.9 9 1 10 0.9D+1.0 180-Wind Yes Y 1 0.9 10 1 11 0.9D+1.0 210-Wind Yes Y 1 0.9 11 1 12 0.9D+1.0 225-Wind Yes Y 1 0.9 12 1 13 0.9D+1.0 240-Wind Yes Y 1 0.9 13 1 14 0.9D+1.0 270-Wind Yes Y 1 0.9 14 1 15 0.9D+1.0 300-Wind Yes Y 1 0.9 15 1 16 0.9D+1.0 315-Wind Yes Y 1 0.9 16 1 17 0.9D+1.0 330-Wind Yes Y 1 0.9 17 1 18 1.2D+1.0 0-Wind Yes Y 1 1.2 2 1 19 1.2D+1.0 30-Wind Yes Y 1 1.2 3 1 20 1.2D+1.0 45-Wind Yes Y 1 1.2 4 1 21 1.2D+1.0 60-Wind Yes Y 1 1.2 5 1 22 1.2D+1.0 90-Wind Yes Y 1 1.2 6 1 23 1.2D+1.0 120-Wind Yes Y 1 1.2 7 1 24 1.2D+1.0 135-Wind Yes Y 1 1.2 8 1 25 1.2D+1.0 150-Wind Yes Y 1 1.2 9 1 26 1.2D+1.0 180-Wind Yes Y 1 1.2 10 1 27 1.2D+1.0 210-Wind Yes Y 1 1.2 11 1 28 1.2D+1.0 225-Wind Yes Y 1 1.2 12 1 29 1.2D+1.0 240-Wind Yes Y 1 1.2 13 1 30 1.2D+1.0 270-Wind Yes Y 1 1.2 14 1 31 1.2D+1.0 300-Wind Yes Y 1 1.2 15 1 32 1.2D+1.0 315-Wind Yes Y 1 1.2 16 1 Company Designer Job Number Model Name : : : : TEP SVW TEP No. 353924.1184084 CLL01580 (12844670) Checked By : SMS 11/8/2025 2:16:59 PM RISA-3D Version 22 [ T-Arm Mount.r3d ]Page 11 Load Combinations (Continued) Description Solve P-Delta BLC Factor BLC Factor BLC Factor 33 1.2D+1.0 330-Wind Yes Y 1 1.2 17 1 34 1.2D+1.0Di+1.0 0-Wind Ice Y 1 1.2 18 1 19 1 35 1.2D+1.0Di+1.0 30-Wind Ice Y 1 1.2 18 1 20 1 36 1.2D+1.0Di+1.0 45-Wind Ice Y 1 1.2 18 1 21 1 37 1.2D+1.0Di+1.0 60-Wind Ice Y 1 1.2 18 1 22 1 38 1.2D+1.0Di+1.0 90-Wind Ice Y 1 1.2 18 1 23 1 39 1.2D+1.0Di+1.0 120-Wind Ice Y 1 1.2 18 1 24 1 40 1.2D+1.0Di+1.0 135-Wind Ice Y 1 1.2 18 1 25 1 41 1.2D+1.0Di+1.0 150-Wind Ice Y 1 1.2 18 1 26 1 42 1.2D+1.0Di+1.0 180-Wind Ice Y 1 1.2 18 1 27 1 43 1.2D+1.0Di+1.0 210-Wind Ice Y 1 1.2 18 1 28 1 44 1.2D+1.0Di+1.0 225-Wind Ice Y 1 1.2 18 1 29 1 45 1.2D+1.0Di+1.0 240-Wind Ice Y 1 1.2 18 1 30 1 46 1.2D+1.0Di+1.0 270-Wind Ice Y 1 1.2 18 1 31 1 47 1.2D+1.0Di+1.0 300-Wind Ice Y 1 1.2 18 1 32 1 48 1.2D+1.0Di+1.0 315-Wind Ice Y 1 1.2 18 1 33 1 49 1.2D+1.0Di+1.0 330-Wind Ice Y 1 1.2 18 1 34 1 50 1.2D+1.5Lv Yes Y 36 1.5 1 1.2 51 1.2D+1.5Lm+1.0 0-Wind Yes Y 1 1.2 2 0.1 35 1.5 52 1.2D+1.5Lm+1.0 30-Wind Yes Y 1 1.2 3 0.1 35 1.5 53 1.2D+1.5Lm+1.0 45-Wind Yes Y 1 1.2 4 0.1 35 1.5 54 1.2D+1.5Lm+1.0 60-Wind Yes Y 1 1.2 5 0.1 35 1.5 55 1.2D+1.5Lm+1.0 90-Wind Yes Y 1 1.2 6 0.1 35 1.5 56 1.2D+1.5Lm+1.0 120-Wind Yes Y 1 1.2 7 0.1 35 1.5 57 1.2D+1.5Lm+1.0 135-Wind Yes Y 1 1.2 8 0.1 35 1.5 58 1.2D+1.5Lm+1.0 150-Wind Yes Y 1 1.2 9 0.1 35 1.5 59 1.2D+1.5Lm+1.0 180-Wind Yes Y 1 1.2 10 0.1 35 1.5 60 1.2D+1.5Lm+1.0 210-Wind Yes Y 1 1.2 11 0.1 35 1.5 61 1.2D+1.5Lm+1.0 225-Wind Yes Y 1 1.2 12 0.1 35 1.5 62 1.2D+1.5Lm+1.0 240-Wind Yes Y 1 1.2 13 0.1 35 1.5 63 1.2D+1.5Lm+1.0 270-Wind Yes Y 1 1.2 14 0.1 35 1.5 64 1.2D+1.5Lm+1.0 300-Wind Yes Y 1 1.2 15 0.1 35 1.5 65 1.2D+1.5Lm+1.0 315-Wind Yes Y 1 1.2 16 0.1 35 1.5 66 1.2D+1.5Lm+1.0 330-Wind Yes Y 1 1.2 17 0.1 35 1.5 67 (1.2+0.2Sds)D+1.0 0 Seismic Yes Y 1 1.409 ELX 0.522 68 (1.2+0.2Sds)D+1.0 30 Seismic Yes Y 1 1.409 ELX 0.452 ELZ 0.261 69 (1.2+0.2Sds)D+1.0 45 Seismic Yes Y 1 1.409 ELX 0.369 ELZ 0.369 70 (1.2+0.2Sds)D+1.0 60 Seismic Yes Y 1 1.409 ELX 0.261 ELZ 0.452 71 (1.2+0.2Sds)D+1.0 90 Seismic Yes Y 1 1.409 ELZ 0.522 72 (1.2+0.2Sds)D+1.0 120 Seismic Yes Y 1 1.409 ELX -0.261 ELZ 0.452 73 (1.2+0.2Sds)D+1.0 135 Seismic Yes Y 1 1.409 ELX -0.369 ELZ 0.369 74 (1.2+0.2Sds)D+1.0 150 Seismic Yes Y 1 1.409 ELX -0.452 ELZ 0.261 75 (1.2+0.2Sds)D+1.0 180 Seismic Yes Y 1 1.409 ELX -0.522 76 (1.2+0.2Sds)D+1.0 210 Seismic Yes Y 1 1.409 ELX -0.452 ELZ -0.261 77 (1.2+0.2Sds)D+1.0 225 Seismic Yes Y 1 1.409 ELX -0.369 ELZ -0.369 78 (1.2+0.2Sds)D+1.0 240 Seismic Yes Y 1 1.409 ELX -0.261 ELZ -0.452 79 (1.2+0.2Sds)D+1.0 270 Seismic Yes Y 1 1.409 ELZ -0.522 80 (1.2+0.2Sds)D+1.0 300 Seismic Yes Y 1 1.409 ELX 0.261 ELZ -0.452 81 (1.2+0.2Sds)D+1.0 315 Seismic Yes Y 1 1.409 ELX 0.369 ELZ -0.369 82 (1.2+0.2Sds)D+1.0 330 Seismic Yes Y 1 1.409 ELX 0.452 ELZ -0.261 83 (0.9-0.2Sds)*DL+1.0 0 Seismic Yes Y 1 0.691 ELX 0.522 84 (0.9-0.2Sds)*DL+1.0 30 Seismic Yes Y 1 0.691 ELX 0.452 ELZ 0.261 85 (0.9-0.2Sds)*DL+1.0 Seismic Yes Y 1 0.691 ELX 0.369 ELZ 0.369 86 (0.9-0.2Sds)*DL+1.0 60 Seismic Yes Y 1 0.691 ELX 0.261 ELZ 0.452 87 (0.9-0.2Sds)*DL+1.0 90 Seismic Yes Y 1 0.691 ELZ 0.522 Company Designer Job Number Model Name : : : : TEP SVW TEP No. 353924.1184084 CLL01580 (12844670) Checked By : SMS 11/8/2025 2:16:59 PM RISA-3D Version 22 [ T-Arm Mount.r3d ]Page 12 Load Combinations (Continued) Description Solve P-Delta BLC Factor BLC Factor BLC Factor 88 (0.9-0.2Sds)*DL+1.0 120 Seismic Yes Y 1 0.691 ELX -0.261 ELZ 0.452 89 (0.9-0.2Sds)*DL+1.0 135 Seismic Yes Y 1 0.691 ELX -0.369 ELZ 0.369 90 (0.9-0.2Sds)*DL+1.0 150 Seismic Yes Y 1 0.691 ELX -0.452 ELZ 0.261 91 (0.9-0.2Sds)*DL+1.0 180 Seismic Yes Y 1 0.691 ELX -0.522 92 (0.9-0.2Sds)*DL+1.0 210 Seismic Yes Y 1 0.691 ELX -0.452 ELZ -0.261 93 (0.9-0.2Sds)*DL+1.0 225 Seismic Yes Y 1 0.691 ELX -0.369 ELZ -0.369 94 (0.9-0.2Sds)*DL+1.0 240 Seismic Yes Y 1 0.691 ELX -0.261 ELZ -0.452 95 (0.9-0.2Sds)*DL+1.0 270 Seismic Yes Y 1 0.691 ELZ -0.522 96 (0.9-0.2Sds)*DL+1.0 300 Seismic Yes Y 1 0.691 ELX 0.261 ELZ -0.452 97 (0.9-0.2Sds)*DL+1.0 315 Seismic Yes Y 1 0.691 ELX 0.369 ELZ -0.369 98 (0.9-0.2Sds)*DL+1.0 330 Seismic Yes Y 1 0.691 ELX 0.452 ELZ -0.261 Node Loads and Enforced Displacements (BLC 35 : Lm) Node Label L, D, M Direction Magnitude [(k, k-ft), (in, rad), (k*s²/ft, k*s²*ft)] 1 N11 L Y -0.25 Node Loads and Enforced Displacements (BLC 36 : Lv) Node Label L, D, M Direction Magnitude [(k, k-ft), (in, rad), (k*s²/ft, k*s²*ft)] 1 N6 L Y -0.25 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 S1 max 0.887 18 0.965 59 0.285 7 0.49 50 1.684 31 2.507 59 2 min -0.366 10 0.418 83 -0.608 62 0.036 85 -0.983 7 1.109 83 3 N13 max 0.555 2 1.004 51 0.615 23 0.488 50 0.853 15 2.536 51 4 min -0.873 26 0.439 91 -0.283 13 0.038 83 -1.619 23 1.157 94 5 N48 max 0.271 3 0.925 70 0.443 6 2.012 69 1.68 26 -0.589 94 6 min -0.798 27 0.418 94 -0.738 30 0.94 93 -0.983 2 -1.296 70 7 N59 max 0.842 19 0.968 78 0.715 22 2.026 79 0.855 10 -0.618 92 8 min -0.399 11 0.439 86 -0.565 14 0.971 87 -1.629 18 -1.297 68 9 N93 max 0.494 33 0.925 80 0.921 22 -0.98 88 1.693 21 -0.517 87 10 min -0.486 9 0.418 88 -0.321 14 -2.128 80 -0.995 13 -1.098 79 11 N104 max 0.476 17 0.968 72 0.492 6 -1.029 86 0.876 5 -0.522 98 12 min -0.569 25 0.439 96 -0.96 30 -2.129 77 -1.652 29 -1.116 74 13 Totals:max 3.349 18 5.535 73 3.231 6 14 min -3.226 10 2.716 97 -3.231 30 Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks Member Shape Code CheckLoc[ft]LCShear CheckLoc[ft]DirLCphi*Pnc [k]phi*Pnt [k]phi*Mn y-y [k-ft]phi*Mn z-z [k-ft] Cb Eqn 1 MP-1 PIPE_2.0 0.368 6.25 50 0.038 2.5 56 15.275 32.13 1.872 1.872 1 H1-1b 2 FF-BH3 PIPE_3.0 0.287 6.5 29 0.11 6.5 21 25.929 65.205 5.749 5.749 1 H1-1b 3 FF-BH1 PIPE_3.0 0.284 6.5 18 0.11 6.5 26 25.929 65.205 5.749 5.749 1 H1-1b 4 FF-BH2 PIPE_3.0 0.283 6.5 23 0.11 6.5 31 25.929 65.205 5.749 5.749 1 H1-1b 5 MP-2 PIPE_2.5 0.28 3.125 50 0.041 6.875 50 35.651 50.715 3.596 3.596 1 H1-1b 6 FF-TH3 PIPE_3.0 0.259 6.5 20 0.114 6.5 29 25.929 65.205 5.749 5.749 1 H1-1b 7 FF-TH2 PIPE_3.0 0.255 6.5 31 0.114 6.5 23 25.929 65.205 5.749 5.749 1 H1-1b 8 FF-TH1 PIPE_3.0 0.254 6.5 26 0.114 6.5 18 25.929 65.205 5.749 5.749 1 H1-1b 9 SA1-BH HSS4X4X4 0.252 0 62 0.061 0 y 50 118.166 139.518 16.181 16.181 1.832 H1-1b 10 SA1-THHSS4X4X4 0.239 0 56 0.062 0 y 50 118.166 139.518 16.181 16.181 1.854 H1-1b 11 MP-5 PIPE_2.0 0.236 2.5 76 0.034 2.5 77 23.088 32.13 1.872 1.872 1 H1-1b Company Designer Job Number Model Name : : : : TEP SVW TEP No. 353924.1184084 CLL01580 (12844670) Checked By : SMS 11/8/2025 2:16:59 PM RISA-3D Version 22 [ T-Arm Mount.r3d ]Page 13 Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks (Continued) Member Shape Code CheckLoc[ft]LCShear CheckLoc[ft]DirLCphi*Pnc [k]phi*Pnt [k]phi*Mn y-y [k-ft]phi*Mn z-z [k-ft] Cb Eqn 12 MP-9 PIPE_2.0 0.236 2.5 82 0.034 2.5 67 23.088 32.13 1.872 1.872 1 H1-1b 13 SA2-BH HSS4X4X4 0.232 0 68 0.033 0 y 82 118.166 139.518 16.181 16.181 1.833 H1-1b 14 SA3-BH HSS4X4X4 0.232 0 74 0.033 0 y 71 118.166 139.518 16.181 16.181 1.833 H1-1b 15 SA2-THHSS4X4X4 0.231 0 76 0.033 0 y 80 118.166 139.518 16.181 16.181 1.858 H1-1b 16 SA3-THHSS4X4X4 0.231 0 82 0.033 0 y 70 118.166 139.518 16.181 16.181 1.858 H1-1b 17 MP-12 PIPE_2.0 0.228 4.25 81 0.035 0.5 72 15.275 32.13 1.872 1.872 1 H1-1b 18 MP-8 PIPE_2.0 0.228 4.25 76 0.035 0.5 67 15.275 32.13 1.872 1.872 1 H1-1b 19 MP-4 PIPE_2.0 0.228 4.25 71 0.035 0.5 78 15.275 32.13 1.872 1.872 1 H1-1b 20 MP-7 PIPE_2.0 0.215 2.5 31 0.036 2.5 82 23.088 32.13 1.872 1.872 1 H1-1b 21 MP-11 PIPE_2.0 0.213 2.5 19 0.036 2.5 71 23.088 32.13 1.872 1.872 1 H1-1b 22 MP-3 PIPE_2.0 0.196 2.5 18 0.042 6.25 50 23.088 32.13 1.872 1.872 1 H1-1b 23 MP-10 PIPE_2.5 0.19 3.125 67 0.032 3.125 82 35.651 50.715 3.596 3.596 1 H1-1b 24 MP-6 PIPE_2.5 0.19 3.125 78 0.032 3.125 77 35.651 50.715 3.596 3.596 1 H1-1b 25 SA-2 PIPE_2.0 0.015 2.869 26 0.007 5.738 20 21.652 32.13 1.872 1.872 1 H1-1b 26 SA-1 PIPE_2.0 0.014 2.869 21 0.009 5.738 50 21.652 32.13 1.872 1.872 1 H1-1b 27 SA-3 PIPE_2.0 0.014 2.869 31 0.026 5.738 50 21.652 32.13 1.872 1.872 1 H1-1b 28 RRU-2 PIPE_2.0 0.014 2 31 0.003 2 31 26.005 32.13 1.872 1.872 1 H1-1b 29 RRU-3 PIPE_2.0 0.014 2 21 0.003 2 21 26.005 32.13 1.872 1.872 1 H1-1b 30 RRU-1 PIPE_2.0 0.014 2 26 0.003 2 25 26.005 32.13 1.872 1.872 1 H1-1b 31 SA1-BVPIPE_4.0 0 0.75 82 0 0.75 75 90.327 93.24 10.631 10.631 1 H1-1b* 32 SA1-TV PIPE_4.0 0 0.75 81 0 0.75 75 90.327 93.24 10.631 10.631 1 H1-1b* 33 SA2-BVPIPE_4.0 0 0.75 82 0 0.75 80 90.327 93.24 10.631 10.631 1 H1-1b* 34 SA2-TV PIPE_4.0 0 0.75 80 0 0.75 80 90.327 93.24 10.631 10.631 1 H1-1b* 35 SA3-BVPIPE_4.0 0 0.75 79 0 0.75 69 90.327 93.24 10.631 10.631 1 H1-1b* 36 SA3-TV PIPE_4.0 0 0.75 82 0 0.75 69 90.327 93.24 10.631 10.631 1 H1-1b* November 8, 2025 T-Arm Mount Analysis Fairview Business Park (12844670) TEP Project Number 353924.1184084 Page 5 APPENDIX B ADDITIONAL CALCULATIONS ASCE Hazards Report Address: No Address at This Location Standard:ASCE/SEI 7-16 Latitude:33.713447 Risk Category:II Longitude:-117.909858 Soil Class:D - Default (see Section 11.4.3) Elevation:45.17017218691528 ft (NAVD 88) Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Fri Nov 07 2025 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 3https://ascehazardtool.org/Fri Nov 07 2025 SS : 1.305 S1 : 0.468 F a : 1.2 F v : N/A SMS : 1.566 SM1 : N/A SDS : 1.044 SD1 : N/A T L : 8 PGA : 0.559 PGA M : 0.671 F PGA : 1.2 Ie : 1 C v : 1.361 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Default (see Section 11.4.3) USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Fri Nov 07 2025 Page 2 of 3https://ascehazardtool.org/Fri Nov 07 2025 Ice Results: Data Source: Date Accessed: Ice Thickness: 0 in. Concurrent Temperature: 25 F Gust Speed 30 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Fri Nov 07 2025 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. 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Page 3 of 3https://ascehazardtool.org/Fri Nov 07 2025 CLL01580 (12844670) TEP No. Analysis By:SVW 11/8/2025 Checked By:SMS 11/8/2025 Code Revisions:IBC 2021 Tower Type:68.0 Ult. Wind Velocity:95 mph Kzt:1.000 Section 2.6.6 Live Load Velocity:30 mph Kd:0.950 Ice Wind Velocity:30 mph z-Mount:0.833 Base Ice Thickness:0.00 inches z-Antenna:0.845 Mount Centerline:55.0 ft Kiz:1.055 Section 2.6.10 Antenna Centerline:57.8 ft Ice Thickness:0.000 inches - Section 2.6.10 Exposure Category:B Kes-wind:0.95 Annex S (Table S-1) Topo Procedure:Method 2 Kes-ice:0.85 Annex S (Table S-1) Risk Category:II Ks:1.000 Section 2.6.7 Ground Elevation:45 ft Ke:0.998 Table 2-6 . (qzGh)Mount:17.34 (qzGh)Mount:1.82 (qzGh)Antenna:17.59 (qzGh)Antenna:1.85 Seismic Code Revisions: Seismic Risk Category: SDS:1.044 Design Short Period Spectral Accel. Ip:1.0 Importance Factor Rp:2.0 Response Modification Factor ρ:1.0 As:1.0 Applification Factor - TIA-222-H Section 2.7.8.1 S1:0.468 Spectral Acceleration at a Period of 1 Second Cs:0.522 kips/kip TIA-H Sec 2.7.7.1.1 Cs-min:0.046 kips/kip TIA-H Sec 2.7.7.1.1 II Seismic Input Seismic Design Force TIA-222-H 353924.1184084 Wind Calculations: TIA-222-H Monoeucalyptus Wind Inputs: Without Ice - (psf)With Ice - (psf) Universal Force Generator | Version 1.15.4 | Contact: RisaUFG@tepgroup.net CLL01580 (12844670) TEP No. Analysis By: Checked By: MFR Model Height (in) Width (in) Depth (in)Wt. (lbs)Azimuth°Qty Shape Member Label Loc. 1 Loc. 2 Loc. 3 Front Side Front Side Kₐ **COMMSCOPE NNH4-65C-R6-V3 96.00 19.60 7.80 125.70 0.00 1 Flat MP-1 0.75 4.75 6.75 11.81 3.86 204.81 66.94 1.0 **ERICSSON AIR 6419 B77G 27.95 15.75 6.68 66.20 0.00 1 Flat MP-2 1.50 3.00 3.32 1.14 57.58 19.77 1.0 ERICSSON AIR 6449 B77D 30.39 15.87 8.07 81.60 0.00 1 Flat MP-2 6.25 7.75 4.02 2.14 62.73 33.39 0.9 KATHREIN 80010966 96.00 20.00 6.90 125.70 0.00 1 Flat MP-3 0.25 7.50 17.36 7.50 271.00 117.06 0.9 QUINTEL TECHNOLOGY QS8658-3E 96.00 12.00 9.60 98.00 0.00 1 Flat MP-4 0.25 5.75 11.47 9.60 178.97 149.84 0.9 ERICSSON RADIO 8843 B2/B66A 14.96 13.19 11.10 75.00 90.00 1 Flat MP-1 4.00 1.64 1.38 25.66 21.60 0.9 ERICSSON RADIO 4449 B5/B12 14.96 13.19 10.43 73.00 90.00 1 Flat MP-1 4.00 1.64 1.30 25.66 20.29 0.9 ERICSSON RADIO 4478 B14 18.10 13.40 8.26 59.40 0.00 1 Flat MP-3 4.00 2.02 1.25 31.55 19.45 0.9 ERICSSON RRUS E2 B29 20.40 18.50 7.50 52.90 90.00 1 Flat MP-4 1.75 3.15 1.29 49.09 20.06 0.9 ERICSSON RRUS 32 B30 27.20 12.05 7.00 52.90 90.00 1 Flat MP-4 1.75 2.73 1.67 42.63 26.04 0.9 RAYCAP DC9-48-60-24-8C-EV 31.40 10.24 10.24 26.20 0.00 1 Round RRU-1 1.00 1.14 1.14 17.86 17.86 0.9 **COMMSCOPE NNH4-65C-R6-V3 96.00 19.60 7.80 125.70 120.00 1 Flat MP-5 0.75 4.75 6.75 11.81 3.86 204.81 66.94 1.0 **ERICSSON AIR 6419 B77G 27.95 15.75 6.68 66.20 120.00 1 Flat MP-6 1.50 3.00 3.32 1.14 57.58 19.77 1.0 ERICSSON AIR 6449 B77D 30.39 15.87 8.07 81.60 120.00 1 Flat MP-6 6.25 7.75 4.02 2.14 62.73 33.39 0.9 KATHREIN 80010966 96.00 20.00 6.90 125.70 120.00 1 Flat MP-7 0.25 7.50 17.36 7.50 271.00 117.06 0.9 QUINTEL TECHNOLOGY QS8658-3E 96.00 12.00 9.60 98.00 120.00 1 Flat MP-8 0.25 5.75 11.47 9.60 178.97 149.84 0.9 ERICSSON RADIO 8843 B2/B66A 14.96 13.19 11.10 75.00 210.00 1 Flat MP-5 4.00 1.64 1.38 25.66 21.60 0.9 ERICSSON RADIO 4449 B5/B12 14.96 13.19 10.43 73.00 210.00 1 Flat MP-5 4.00 1.64 1.30 25.66 20.29 0.9 ERICSSON RADIO 4478 B14 18.10 13.40 8.26 59.40 120.00 1 Flat MP-7 4.00 2.02 1.25 31.55 19.45 0.9 ERICSSON RRUS E2 B29 20.40 18.50 7.50 52.90 210.00 1 Flat MP-8 1.75 3.15 1.29 49.09 20.06 0.9 ERICSSON RRUS 32 B30 27.20 12.05 7.00 52.90 210.00 1 Flat MP-8 1.75 2.73 1.67 42.63 26.04 0.9 RAYCAP DC9-48-60-24-8C-EV 31.40 10.24 10.24 26.20 0.00 1 Round RRU-2 1.00 1.14 1.14 17.86 17.86 0.9 **COMMSCOPE NNH4-65C-R6-V3 96.00 19.60 7.80 125.70 240.00 1 Flat MP-9 0.75 4.75 6.75 11.81 3.86 204.81 66.94 1.0 **ERICSSON AIR 6419 B77G 27.95 15.75 6.68 66.20 240.00 1 Flat MP-10 1.50 3.00 3.32 1.14 57.58 19.77 1.0 ERICSSON AIR 6449 B77D 30.39 15.87 8.07 81.60 240.00 1 Flat MP-10 6.25 7.75 4.02 2.14 62.73 33.39 0.9 KATHREIN 80010966 96.00 20.00 6.90 125.70 240.00 1 Flat MP-11 0.25 7.50 17.36 7.50 271.00 117.06 0.9 QUINTEL TECHNOLOGY QS8658-3E 96.00 12.00 9.60 98.00 240.00 1 Flat MP-12 0.25 5.75 11.47 9.60 178.97 149.84 0.9 ERICSSON RADIO 8843 B2/B66A 14.96 13.19 11.10 75.00 330.00 1 Flat MP-9 4.00 1.64 1.38 25.66 21.60 0.9 ERICSSON RADIO 4449 B5/B12 14.96 13.19 10.43 73.00 330.00 1 Flat MP-9 4.00 1.64 1.30 25.66 20.29 0.9 ERICSSON RADIO 4478 B14 18.10 13.40 8.26 59.40 240.00 1 Flat MP-11 4.00 2.02 1.25 31.55 19.45 0.9 ERICSSON RRUS E2 B29 20.40 18.50 7.50 52.90 330.00 1 Flat MP-12 1.75 3.15 1.29 49.09 20.06 0.9 ERICSSON RRUS 32 B30 27.20 12.05 7.00 52.90 330.00 1 Flat MP-12 1.75 2.73 1.67 42.63 26.04 0.9 RAYCAP DC9-48-60-24-8C-EV 31.40 10.24 10.24 26.20 0.00 1 Round RRU-3 1.00 1.14 1.14 17.86 17.86 0.9 353924.1184084 SVW 11/08/2025 SMS 11/08/2025 Fₐ and CₐAₐ values calculated in accordance with TIA-222-H, unless otherwise noted. Azimuth is the absolute angle measured clockwise from RISA-3D global X-axis. ** CₐAₐ values are derived per Manufacturer CFD data Distance Along Member (ft)CₐAₐ (ft²)Fₐ (lbs) Universal Force Generator | Version 1.15.4 | Contact: RisaUFG@tepgroup.net CLL01580 (12844670) Analysis By:SVW 11/8/2025 Checked By:SMS 11/8/2025 Member Forces are Calculated in Accordance with TIA-222-H Member Name Wind Proj. (in) Length (in)Shape θ (°)Perimeter (in) FF-BH1 3.500 156.00 Round 90.00 11.00 FF-BH2 3.500 156.00 Round -30.00 FF-BH3 3.500 156.00 Round 30.00 FF-TH1 3.500 156.00 Round 90.00 FF-TH2 3.500 156.00 Round -30.00 FF-TH3 3.500 156.00 Round 30.00 MP-1 2.375 120.00 Round MP-3 2.375 120.00 Round MP-4 2.375 96.00 Round MP-5 2.375 120.00 Round MP-7 2.375 120.00 Round MP-8 2.375 96.00 Round MP-9 2.375 120.00 Round MP-11 2.375 120.00 Round MP-12 2.375 96.00 Round RRU-1 2.375 48.00 Round RRU-2 2.375 48.00 Round RRU-3 2.375 48.00 Round MP-2 2.875 120.00 Round MP-6 2.875 120.00 Round MP-10 2.875 120.00 Round SA-1 2.375 68.85 Round 30.00 SA-2 2.375 68.85 Round 90.00 SA-3 2.375 68.85 Round -30.00 SA1-BH 4.000 36.00 Flat 0.00 SA1-TH 4.000 36.00 Flat 0.00 SA2-BH 4.000 36.00 Flat 60.00 SA2-TH 4.000 36.00 Flat 60.00 SA3-BH 4.000 36.00 Flat -60.00 SA3-TH 4.000 36.00 Flat -60.00 SA1-BV 4.500 18.00 Round SA1-TV 4.500 18.00 Round SA2-BV 4.500 18.00 Round SA2-TV 4.500 18.00 Round SA3-BV 4.500 18.00 Round SA3-TV 4.500 18.00 Round 353924.1184084 Universal Force Generator | Version 1.15.4 | Contact: RisaUFG@tepgroup.net CLL01580 (12844670) TEP No. Analysis By: Checked By: Manufacturer CFD data is curve-fit for analysis using a proprietary TEP method to ensure consideration of worst-case wind direction in 15/30° increments. The data below is a summary of provided EPA values and derived Wind Forces for applicable AT&T Equipment incorporating TEP Standards. Make Model 0°10°20°30°40°50°60°70°80°90°100°110°120°130°140°150°160°170°180° COMMSCOPE NNH4-65C-R6-V3 EPA (ft-2):9.65 11.88 12.5 11.81 10.89 9.64 7.3 6.05 4.39 3.35 3.77 7.57 9.18 11.09 11.06 11.46 11.36 10.57 7.94 Force (Lbs): ERICSSON AIR 6419 B77D/G EPA (ft-2): Force (Lbs): Wind Direction SVW 11/08/2025 SMS 11/08/2025 Universal Force Generator | Version 1.15.4 | Contact: RisaUFG@tepgroup.net CLL01580 (12844670) TEP No. Analysis By:SVW 11/8/2025 Checked By:SMS 11/8/2025 Moment Bolt Group - Collar Connection Code Revisions: Bolt Type: Bolt Size:0.625 in # Bolts:4 #VALUE! #VALUE! Plate Width:8.00 in Bolt Capacity=20.0%PASS Plate Height:8.00 in Plate Capacity=14.3%PASS Bolt H Gap:6.00 in Bolt V Gap:6.00 in Plate T:0.750 in Slip Member Ø:N/A in Bolt Grade:A325N Fybolt:92.0 ksi Member Shape:Flat Fubolt:120.0 ksi Plate Fy:36.0 ksi r:4.2 in Plate Fu:58.0 ksi J:72.0 in4/in2 Member Height:4.0 in Abolt:0.3 in2 Member Width:4.0 in Abolt, Net Tensile:0.2 in2 Pretension:19.0 kips Capacities: 353924.1184084 ANSI/TIA-222-H Headed Bolts Connection Inputs: Member Properties:Bolt Properties: November 8, 2025 T-Arm Mount Analysis Fairview Business Park (12844670) TEP Project Number 353924.1184084 Page 6 APPENDIX C SUPPLEMENTAL DRAWINGS PARTS LIST NET WT.UNIT WT.LENGTHPART DESCRIPTIONPART NO.QTYITEM 8.158.15 4-1/2" FORTRESS CROSSOVER PLATEX-SCX4-FR11 9.452.368 1/8 in1/2" THICK, 5-3/4" CNTER TO CENTER CLAMP HALFDCP42 5.640.707 in5/8'' x 7" HDG HEX BOLT GR5 FULL THREADG580783 1.130.071/8 in5/8" HDG USS FLATWASHERG58FW164 0.210.03 5/8" HDG LOCKWASHERG58LW85 1.040.13 5/8'' HDG HEAVY 2H HEX NUTG58NUT86 DESCRIPTION DRAWING USAGE CHECKED BY ENG. APPROVALDRAWN BY DWG. NO. CPD NO. CMFL 1 OF 1 9/14/2021 FCX45-U HEAVY-DUTY UNIVERSAL CROSSOVER KIT CUSTOMER FCX45-U CLASS SUB PART NO. 87 02 PAGE TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: SAWED, SHEARED AND GAS CUT EDGES (± 0.030") DRILLED AND GAS CUT HOLES (± 0.030") - NO CONING OF HOLES LASER CUT EDGES AND HOLES (± 0.010") - NO CONING OF HOLES BENDS ARE ± 1/2 DEGREE ALL OTHER MACHINING (± 0.030") ALL OTHER ASSEMBLY (± 0.060") TOLERANCE NOTES PROPRIETARY NOTE: THE DATA AND TECHNIQUES CONTAINED IN THIS DRAWING ARE PROPRIETARY INFORMATION OF VALMONT INDUSTRIES AND CONSIDERED A TRADE SECRET. ANY USE OR DISCLOSURE WITHOUT THE CONSENT OF VALMONT INDUSTRIES IS STRICTLY PROHIBITED. Engineering Support Team: 1-888-753-7446 valmont Locations: New York, NY Atlanta, GA Los Angeles, CA Plymouth, IN Salem, OR Dallas, TX TOTAL WT. # 25.62 HOT DIP GALVANIZED. FINISH: 2 2 3 4x2 5 6 34x256 1 4-1/2"Ø MAX. 4-1/2"Ø MAX. SitePro1.com 888-438-7761 cr e a t e d o n : 0 3 / 0 9 / 2 0 2 3 Pxxx: Bulk Pipe Features: • Factory cut end, hot-dip galvanized pipe Construction: • ASTM A53 Grade B • Schedule 40 or Schedule 80 Design Criteria: • ASTM A53 Grade B (Yield Fy = 35 ksi [240 MPa]/ Tensile Fu = 60 ksi [415 MPa]) • Hot dip galvanized in accordance with ASTM A123 requirements Part #Length OD x Length (in) Schedule 40 P260 5’-0”2-3/8” x 60” P263 5’-3”2-3/8” x 63” P272 6’-0”2-3/8” x 72” P284 7’-0”2-3/8” x 84” P296 8’-0”2-3/8” x 96” P2108 9’-0”2-3/8” x 108” P2120 10’-0”2-3/8” x 120” P2126 10’-6”2-3/8” x 126” P2150 12’-6”2-3/8” x 150” P2174 14’-6”2-3/8” x 174” P2252 21’-0”2-3/8” x 252” P3072 6’-0”2-7/8” x 72” P3084 7’-0”2-7/8” x 84” P3096 8’-0”2-7/8” x 96” P30108 9’-0”2-7/8” x 108” P30120 10'-0"2-7/8" x 120" P30126 10’-6”2-7/8” x 126” P30150 12’-6”2-7/8” x 150” P30174 14’-6”2-7/8” x 174” P30252 21’-0”2-7/8” x 252” P360 5’-0”3-1/2” x 60” P372 6’-0”3-1/2” x 72” P384 7’-0”3-1/2” x 84” P396 8’-0”3-1/2” x 96” P3150 12’-6”3-1/2” x 150” P3160 13’-4”3-1/2” x 160” P3174 14’-6”3-1/2” x 174” P3216 18’-0”3-1/2” x 216” P3252 21’-0”3-1/2” x 252” P472 6’-0”4-1/2” x 72” P4126 10’-6”4-1/2” x 126” P4252 21’-0”4-1/2” x 252” Part #Length OD x Length (in) Schedule 80 P2252-80 21’2-1/2” x 252” P30126-80 10’-6”2-7/8” x 126” P30252-80 21’2-7/8” x 252” P3252-80 21’3-1/2” x 252” YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs PLANS PREPARED FOR: PROJECT INFORMATION: SHEET TITLE: DATE ISSUED FOR:REV 0 11-18-25 STRUCTURAL ANALYSIS SHEET NUMBER: TEP #:353924.1184090 REVISION: November 18, 2025 SEAL: PLANS PREPARED BY: TOWER ENGINEERING PROFESSIONALS 326 TRYON ROAD RALEIGH, NC 27603 OFFICE: (919) 661-6351 www.tepgroup.net DRAWN BY: 0 CHECKED BY: 2500-2520 S. FAIRVIEW STREET, SANTA ANA, CA 92704 (ORANGE COUNTY) ALD SMS SEISMIC DESIGN DATA - RISK CATEGORY:II - SEISMIC IMPORTANCE FACTOR, Ie:1.0 - MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS:Ss = 1.305 S1 = 0.468 - SITE CLASS:D - DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS:Sds = 1.044 Sd1 = 0.572 - SEISMIC DESIGN CATEGORY:D - DESIGN BASE SHEAR:8.009 kips - RESPONSE MODIFICATION COEFFICIENT, R:1.5 - ANALYSIS METHOD:EQUIVALENT LATERAL FORCE PROCEDURE WIND DESIGN DATA - RISK CATEGORY:II - EXPOSURE CATEGORY:B - TOPOGRAPHIC CATEGORY:1 - ULTIMATE WIND SPEED (3-SECOND GUST):95 mph 2500 & 2520 3/4 S Fairview St., Santa Ana, Orange County, CA 92704 TEP is a family of companies licensed to provide different services in different jurisdictions. Depending on the jurisdiction, professional engineering and land surveying services are provided by TEP OpCo LLC, a Delaware limited liability company, TEP Engineering, PLLC, a North Carolina professional limited liability company, or M&H Engineering, PLLC, a New York professional limited liability company. General contractor services are provided by TEPDB OpCo LLC, a Delaware limited liability company. We acquire the requisite licenses in each state. Additional information can be obtained from the company. November 18, 2025 Jon Maxwell M Squared Wireless 326 Tryon Road 1387 Calle Avanzado Raleigh, NC 27603 San Clemente, CA 926734 (919) 661-6351 (949) 246-1809 SM-SA@tepgroup.net Subject: Structural Analysis Report Carrier Designation: AT&T Mobility Reconfiguration Carrier Site Number: WSLOS0068803 Carrier Site Name: Fairview Business Park FA Number: 12844670 Client Designation: Site Number: CLL01580 Site Name: Fairview Business Park Engineering Firm Designation: TEP Project Number: 353924.1184090 Site Data: 2500-2520 S. Fairview Street, Santa Ana, Orange County, CA 92704 Latitude 33° 42' 48.41'', Longitude -117° 54' 35.49'' 58.0 ± Foot - Monoeucalyptus Dear Jon Maxwell, TEP is pleased to submit this “Structural Analysis Report” to determine the structural integrity of the above- mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the stress level for the tower and foundation structure, under the following load case, to be: LC1: Existing + Proposed + Reserved Loading Sufficient Capacity Note: See Table 1 for the existing, proposed, and reserved loading *Percent capacity based on design reaction comparison as allowed in TIA-222-H, Section 15 The analysis has been performed in accordance with the ANSI/TIA-222-H Structural Standard for Antenna Supporting Structures, Antennas, and Small Wind Turbine Support Structures and the 2022 California Building Code All modifications and equipment proposed in this report shall be installed in accordance with the appurtenances listed in Table 1 for the determined available structural capacity to be effective. We at TEP appreciate the opportunity of providing our continuing professional services to you and M Squared Wireless. If you have any questions or need further assistance on this or any other projects please give us a call. Structural analysis prepared by: PG / SMS Respectfully submitted by: Adam M. Amortnont, P.E., S.E. Structure Capacity Foundation Capacity 28.5% 33.3%* 2500 & 2520 3/4 S Fairview St., Santa Ana, Orange County, CA 92704 November 18, 2025 58.0 -ft Monoeucalyptus Structural Analysis Fairview Business Park (CLL01580) TEP Project Number 353924.1184090 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Existing, Proposed, and Reserved Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 2 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 3 - Section Capacity (Summary) Table 4 - Tower Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Additional Calculations 7) APPENDIX C Seismic Calculations November 18, 2025 58.0 -ft Monoeucalyptus Structural Analysis Fairview Business Park (CLL01580) TEP Project Number 353924.1184090 Page 3 1) INTRODUCTION The tower is a 58.0 ± Foot Monoeucalyptus designed by Larson in July of 2019. The tower was originally designed for a 3-second gust wind speed of 110 mph and 60 mph under service loads using Structure Class II, Exposure Category C, and Topographic Category 1 per ANSI/TIA-222-G. All information provided to TEP was assumed to be accurate and complete. 2) ANALYSIS CRITERIA TIA-222 Revision: ANSI/TIA-222-H Type of Analysis: Feasibility Study Risk Category: II Wind Speed: 95 mph (Ultimate) Exposure Category: B Topographic Procedure: Method 1 (Kzt = 1.0) Seismic Design Category: D Seismic Ss: 1.305 Seismic S1: 0.468 Service Wind Speed: 60 mph Table 1 - Existing, Proposed, and Reserved Antenna and Cable Information Existing/ Proposed/ Reserved Mount Level (ft) Ant CL (ft) Qty Antenna Model Mount Type Qty Coax Coax Size Coax Location Owner/ Tenant Proposed 55.0 57.7 3 Ericsson AIR6419 B77G (3) T-Arm Mounts - - - AT&T Existing 55.0 55.0 3 Kathrein 80010966 9 3 13/16” 3/8" Inside AT&T 3 Commscope NNH4-65C-R6-V3 3 Quintel QS8658-3E 3 Ericsson 8843 B2/B66A 3 Ericsson 4478 B14 3 Ericsson RRUS-32 B30 3 Ericsson RRUS-E2 B29 3 Ericsson 4449 B5/B12 3 Raycap DC9-48-60-24-8C-EV 53.0 3 Ericsson AIR6449 B77D November 18, 2025 58.0 -ft Monoeucalyptus Structural Analysis Fairview Business Park (CLL01580) TEP Project Number 353924.1184090 Page 4 3) ANALYSIS PROCEDURE Table 2 - Documents Provided Document Remarks Source Tower and Foundation Design Larson, dated July 17, 2019 Job No. UR19272 M Squared Previous Structural Analysis GPD, dated September 28, 2021 Project No. 2021723.21.195375.01 M Squared Construction Drawings M Square Wireless, dated November 4, 2025 Project No. 12844670 M Squared Mount Analysis TEP, dated November 8, 2025 TEP No. 353924.1184084 TEP RF Data Sheet AT&T RFDS-34994, dated September 26, 2025 M Squared Correspondence Correspondence in reference to the existing, proposed, and reserved loading. M Squared 3.1) Analysis Method tnxTower (version 8.3.1.2), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Analysis Assumptions 1) The tower and foundation were built and maintained in accordance with the manufacturer’s specification. 2) The configuration of existing antennas, transmission cables, mounts and other appurtenances are as specified in the previous structural analysis. 3) Unless specified by the client or tower mapping, the location of the existing and proposed coax is assumed by TEP and listed in Table 1. 4) All tower components are in sufficient condition to carry their full design capacity. 5) Serviceability with respect to antenna twist, tilt, roll, or lateral translation, is not checked and is left to the carrier or tower owner to ensure conformance. All antenna mounts and mounting hardware are structurally sufficient to carry the full design capacity requirements of appurtenance wind area and weight as provided by the original manufacturer specifications. It is the carrier’s responsibility to ensure compliance to the structural limitations of the existing and/or proposed antenna mounts. TEP did not perform a site visit to verify the size, condition or capacity of the antenna mounts and did not analyze antennas supporting mounts as part of this structural analysis report. This analysis may be affected if any assumptions are not valid or have been made in error. TEP should be notified to determine the effect on the structural integrity of the tower. November 18, 2025 58.0 -ft Monoeucalyptus Structural Analysis Fairview Business Park (CLL01580) TEP Project Number 353924.1184090 Page 5 4) ANALYSIS RESULTS Table 3 - Section Capacity (Summary) Section No. Elevation (ft) Component Type Size Critical Element P (K) ΦPallow (K) % Capacity Pass / Fail L1 58 - 16 Pole TP35.15x18x0.2188 1 -15.04 1414.00 25.4 Pass L2 16 - 1 Pole TP40.837x32.9363x0.25 2 -18.05 1978.24 28.5 Pass Summary Pole (L2) 28.5 Pass RATING = 28.5 Pass Table 4 - Tower Component Stresses vs. Capacity Notes Component Elevation (ft) % Capacity Pass / Fail 1,2,3 Anchor Rods - 26.3 Pass 1,2 Base Plate - 20.1 Pass 1,2,4,5 Base Foundation (Design Reaction Comparison) - 33.3 Pass Structure Rating (max from all components) = 33.3% Notes: 1) Rating per TIA-222-H, Section 15.5 2) See additional documentation in “Appendix B - Additional Calculations” for calculations supporting the % capacity listed. 3) Seismic controls capacity. 4) Foundation capacity is determined by comparing analysis reactions to original design reactions. Design loads were multiplied by 1.35 for comparison as allowed by TIA-222-H, Section 15.6.2. 5) Although the axial and shear capacity are at 46.3% and 41.1%, respectively, the moment reaction in the governing criteria for a monopole drilled shaft foundation. Therefore, the overall capacity for this foundation is 33.3%. 4.1) Recommendations 1) If the load differs from that described in Table 1 of this report or the provisions of this analysis are found to be invalid, another structural analysis should be performed. 2) The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. 3) TEP did not have sufficient information to perform a foundation analysis. If a foundation analysis is required, please provide TEP with a geotechnical report for this site to determine the substructure capacity. If this information is not available, TEP recommends a geotechnical investigation. November 18, 2025 58.0 -ft Monoeucalyptus Structural Analysis Fairview Business Park (CLL01580) TEP Project Number 353924.1184090 Page 6 APPENDIX A TNX TOWER OUTPUT TEP 326 Tryon Road Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Job: Fairview Business Park (CLL01580) Project: TEP No. 353924.1184090 Client: M Squared Wireless Drawn by: adare App'd: Code: TIA-222-H Date: 11/18/25 Scale: NTS Path: G:\Shared drives\350001 - 400000\353924\P-499575_L-1184090_CLL01580_FAIRVIEW BUSINESS PARK_ Structural Analysis\TnxTower\Wind and Seismic\FAIRVIEW BUSINESS PARK (CLL01580) CCISeismic 5.0.2 Wind And Seismic Analysis.eri Dwg No. E-1 58.0 ft 16.0 ft 1.0 ft REACTIONS - 95 mph WIND TORQUE 0 kip-ft 12 K SHEAR 482 kip-ft MOMENT 18 K AXIAL SEISMIC 8 K SHEAR 369 kip-ft MOMENT 21 K AXIAL ARE FACTORED ALL REACTIONS S e c t i o n 1 2 L e n g t h ( f t ) 4 2 . 0 0 19 . 3 5 N u m b e r o f S i d e s 1 8 18 T h i c k n e s s ( i n ) 0 . 2 1 8 8 0. 2 5 0 0 S o c k e t L e n g t h ( f t ) 4 . 3 5 T o p D i a ( i n ) 1 8 . 0 0 0 0 32 . 9 3 6 3 B o t D i a ( i n ) 3 5 . 1 5 0 0 40 . 8 3 7 0 G r a d e A 5 7 2 - 6 5 W e i g h t ( K ) 2 . 6 1. 9 4. 5 MATERIAL STRENGTH GRADE GRADEFy FyFu Fu A572-65 65 ksi 80 ksi TOWER DESIGN NOTES 1. Tower is located in Orange County, California. 2. Tower designed for Exposure B to the TIA-222-H Standard. 3. Tower designed for a 95 mph basic wind in accordance with the TIA-222-H Standard. 4. Deflections are based upon a 60 mph wind. 5. Tower Risk Category II. 6. Topographic Category 1 with Crest Height of 0.00 ft 7. CCISeismic Note: Seismic loads generated by CCISeismic 5.0.2 8. CCISeismic Note: Seismic calculations are in accordance with TIA-222-H-1 9. TOWER RATING: 28.5% ttnnxxTToowweerr Job Fairview Business Park (CLL01580) Page 1 of 12 TEP 326 Tryon Road Project TEP No. 353924.1184090 Date 06:58:25 11/18/25 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client M Squared Wireless Designed by adare  Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower is located in Orange County, California. Tower base elevation above sea level: 46.00 ft. Basic wind speed of 95 mph. Risk Category II. Exposure Category B. 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 5.0.2. CCISeismic Note: Seismic calculations are in accordance with TIA-222-H-1. Non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Tower analysis based on target reliabilities in accordance with Annex S. Load Modification Factors used: Kes(Fw) = 0.95, Kes(Ev and Eh) = 1.0. Maximum demand-capacity ratio is: 1.05. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments - Legs Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments - Horizontals √ Assume Rigid Index Plate Ignore Redundant Members in FEA Consider Moments - Diagonals √ Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Moment Magnification Use Clear Spans For KL/r All Leg Panels Have Same Allowable √ Use Code Stress Ratios Retension Guys To Initial Tension Offset Girt At Foundation √ Use Code Safety Factors - Guys √ Bypass Mast Stability Checks √ Consider Feed Line Torque Escalate Ice √ Use Azimuth Dish Coefficients Include Angle Block Shear Check Always Use Max Kz √ Project Wind Area of Appurtenances Use TIA-222-H Bracing Resist. Exemption Kz In Exposure D Hurricane Region √ Alternative Appurt. EPA Calculation Use TIA-222-H Tension Splice Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Poles Leg Bolts Are At Top Of Section Add IBC .6D+W Combination √ Include Shear-Torsion Interaction Secondary Horizontal Braces Leg √ Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder √ Pole Without Linear Attachments SR Members Are Concentric Ignore KL/ry For 60 Deg. Angle Legs Pole With Shroud Or No Appurtenances Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Outside and Inside Corner Radii Are Known Use Special Wind Profile Tapered Pole Section Geometry Section Elevation ft Section Length ft Splice Length ft Number of Sides Top Diameter in Bottom Diameter in Wall Thickness in Bend Radius in Pole Grade L1 58.00-16.00 42.00 4.35 18 18.0000 35.1500 0.2188 0.8750 A572-65 (65 ksi) ttnnxxTToowweerr Job Fairview Business Park (CLL01580) Page 2 of 12 TEP 326 Tryon Road Project TEP No. 353924.1184090 Date 06:58:25 11/18/25 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client M Squared Wireless Designed by adare Section Elevation ft Section Length ft Splice Length ft Number of Sides Top Diameter in Bottom Diameter in Wall Thickness in Bend Radius in Pole Grade L2 16.00-1.00 19.35 18 32.9363 40.8370 0.2500 1.0000 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. in Area in2 I in4 r in C in I/C in3 J in4 It/Q in2 w in w/t L1 18.2439 12.3457 493.1503 6.3123 9.1440 53.9316 986.9495 6.1740 2.7830 12.722 35.6585 24.2532 3738.8222 12.4006 17.8562 209.3851 7482.5641 12.1289 5.8014 26.521 L2 35.2093 25.9365 3500.8998 11.6036 16.7316 209.2386 7006.4061 12.9707 5.3568 21.427 41.4284 32.2058 6702.6298 14.4084 20.7452 323.0931 13414.0792 16.1060 6.7473 26.989 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 58.00-16.00 1 1 1 L2 16.00-1.00 1 1 1 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Face or Leg Allow Shield Exclude From Torque Calculation Component Type Placement ft Total Number Number Per Row Clear Spacing in Width or Diameter in Perimeter in Weight plf ** 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 *** PWRT-608-S( 13/16'') C No No Inside Pole 55.00 - 1.00 9 No Ice 0.00 0.62 3/8'' Fiber Cable C No No Inside Pole 55.00 - 1.00 3 No Ice 0.00 0.07 ** Feed Line/Linear Appurtenances Section Areas ttnnxxTToowweerr Job Fairview Business Park (CLL01580) Page 3 of 12 TEP 326 Tryon Road Project TEP No. 353924.1184090 Date 06:58:25 11/18/25 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client M Squared Wireless Designed by adare Tower Section Tower Elevation ft Face AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight K L1 58.00-16.00 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 0.00 0.23 L2 16.00-1.00 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 0.00 0.09 Feed Line Center of Pressure Section Elevation ft CPX in CPZ in CPX Ice in CPZ Ice in L1 58.00-16.00 0.0000 0.0000 0.0000 0.0000 L2 16.00-1.00 0.0000 0.0000 0.0000 0.0000 Note: For pole sections, center of pressure calculations do not consider feed line shielding. 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 57.00 0.00 0.0000 0.02 0.00 0.00 0.07 CCISeismic Tower Section 1 - 2 51.00 0.00 0.0000 0.10 0.00 0.00 0.37 CCISeismic Tower Section 1 - 3 41.00 0.00 0.0000 0.12 0.00 0.00 0.33 CCISeismic Tower Section 1 - 4 31.00 0.00 0.0000 0.14 0.00 0.00 0.27 CCISeismic Tower Section 1 - 5 21.00 0.00 0.0000 0.16 0.00 0.00 0.18 CCISeismic Tower Section 2 - 1 15.68 0.00 0.0000 0.18 0.00 0.00 0.14 CCISeismic Tower Section 2 - 2 6.00 0.00 0.0000 0.22 0.00 0.00 0.04 CCISeismic Pine branch 54.00 0.00 0.0000 0.15 0.00 0.00 0.60 CCISeismic Pine branch 45.00 0.00 0.0000 0.30 0.00 0.00 0.92 CCISeismic Pine branch 35.00 0.00 0.0000 0.32 0.00 0.00 0.71 CCISeismic Pine branch 25.00 0.00 0.0000 0.42 0.00 0.00 0.59 CCISeismic ericsson AIR 6419 B77G w/ Mount Pipe 55.00 0.00 0.0000 0.02 0.00 0.00 0.07 CCISeismic ericsson AIR 6419 B77G w/ Mount Pipe 55.00 0.00 0.0000 0.02 0.00 0.00 0.07 CCISeismic ericsson AIR 6419 B77G w/ Mount Pipe 55.00 0.00 0.0000 0.02 0.00 0.00 0.07 CCISeismic ericsson AIR 6449 B77D 55.00 0.00 0.0000 0.02 0.00 0.00 0.07 CCISeismic ericsson AIR 6449 B77D 55.00 0.00 0.0000 0.02 0.00 0.00 0.07 CCISeismic ericsson AIR 6449 B77D 55.00 0.00 0.0000 0.02 0.00 0.00 0.07 CCISeismic kathrein 80010966 w/ Mount Pipe 55.00 0.00 0.0000 0.03 0.00 0.00 0.12 CCISeismic kathrein 80010966 w/ Mount Pipe 55.00 0.00 0.0000 0.03 0.00 0.00 0.12 CCISeismic kathrein 80010966 w/ Mount Pipe 55.00 0.00 0.0000 0.03 0.00 0.00 0.12 ttnnxxTToowweerr Job Fairview Business Park (CLL01580) Page 4 of 12 TEP 326 Tryon Road Project TEP No. 353924.1184090 Date 06:58:25 11/18/25 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client M Squared Wireless Designed by adare Description Elevation ft Offset From Centroid ft Azimuth Angle ° Ev K Ehx K Ehz K Eh K CCISeismic commscope NNH4-65C-R6-V3 w/ Mount Pipe 55.00 0.00 0.0000 0.03 0.00 0.00 0.11 CCISeismic commscope NNH4-65C-R6-V3 w/ Mount Pipe 55.00 0.00 0.0000 0.03 0.00 0.00 0.11 CCISeismic commscope NNH4-65C-R6-V3 w/ Mount Pipe 55.00 0.00 0.0000 0.03 0.00 0.00 0.11 CCISeismic quintel technology QS8658-3e w/ Mount Pipe 55.00 0.00 0.0000 0.03 0.00 0.00 0.11 CCISeismic quintel technology QS8658-3e w/ Mount Pipe 55.00 0.00 0.0000 0.03 0.00 0.00 0.11 CCISeismic quintel technology QS8658-3e w/ Mount Pipe 55.00 0.00 0.0000 0.03 0.00 0.00 0.11 CCISeismic ericsson RADIO 4478 B14 55.00 0.00 0.0000 0.01 0.00 0.00 0.05 CCISeismic ericsson RADIO 4478 B14 55.00 0.00 0.0000 0.01 0.00 0.00 0.05 CCISeismic ericsson RADIO 4478 B14 55.00 0.00 0.0000 0.01 0.00 0.00 0.05 CCISeismic ericsson RRUS-32 B30 55.00 0.00 0.0000 0.02 0.00 0.00 0.07 CCISeismic ericsson RRUS-32 B30 55.00 0.00 0.0000 0.02 0.00 0.00 0.07 CCISeismic ericsson RRUS-32 B30 55.00 0.00 0.0000 0.02 0.00 0.00 0.07 CCISeismic ericsson RRUS E2 B29 55.00 0.00 0.0000 0.01 0.00 0.00 0.04 CCISeismic ericsson RRUS E2 B29 55.00 0.00 0.0000 0.01 0.00 0.00 0.04 CCISeismic ericsson RRUS E2 B29 55.00 0.00 0.0000 0.01 0.00 0.00 0.04 CCISeismic ericsson RRUS 4449 B5/B12 55.00 0.00 0.0000 0.01 0.00 0.00 0.06 CCISeismic ericsson RRUS 4449 B5/B12 55.00 0.00 0.0000 0.01 0.00 0.00 0.06 CCISeismic ericsson RRUS 4449 B5/B12 55.00 0.00 0.0000 0.01 0.00 0.00 0.06 CCISeismic ericsson RRUS 8843 B2/B66A 55.00 0.00 0.0000 0.01 0.00 0.00 0.06 CCISeismic ericsson RRUS 8843 B2/B66A 55.00 0.00 0.0000 0.01 0.00 0.00 0.06 CCISeismic ericsson RRUS 8843 B2/B66A 55.00 0.00 0.0000 0.01 0.00 0.00 0.06 CCISeismic raycap DC9-48-60-24-8C-EV 55.00 0.00 0.0000 0.01 0.00 0.00 0.02 CCISeismic raycap DC9-48-60-24-8C-EV 55.00 0.00 0.0000 0.01 0.00 0.00 0.02 CCISeismic raycap DC9-48-60-24-8C-EV 55.00 0.00 0.0000 0.01 0.00 0.00 0.02 CCISeismic mounts 2.4'' Dia x 4-ft Mount Pipe 55.00 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic mounts 2.4'' Dia x 4-ft Mount Pipe 55.00 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic mounts 2.4'' Dia x 4-ft Mount Pipe 55.00 0.00 0.0000 0.00 0.00 0.00 0.01 CCISeismic stabilizer 2.4'' x 6' Stabilizer 55.00 0.00 0.0000 0.00 0.00 0.00 0.02 CCISeismic stabilizer 2.4'' x 6' 55.00 0.00 0.0000 0.00 0.00 0.00 0.02 ttnnxxTToowweerr Job Fairview Business Park (CLL01580) Page 5 of 12 TEP 326 Tryon Road Project TEP No. 353924.1184090 Date 06:58:25 11/18/25 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client M Squared Wireless Designed by adare Description Elevation ft Offset From Centroid ft Azimuth Angle ° Ev K Ehx K Ehz K Eh K Stabilizer CCISeismic stabilizer 2.4'' x 6' Stabilizer 55.00 0.00 0.0000 0.00 0.00 0.00 0.02 CCISeismic (2) tower mounts T-Arm Mount [TA 602-3] 55.00 0.00 0.0000 0.32 0.00 0.00 1.29 CCISeismic (9) commscope PWRT-608-S( 13/16'') From 0 to 54 (47ft to54ft) 51.50 0.00 0.0000 0.01 0.00 0.00 0.03 CCISeismic (9) commscope PWRT-608-S( 13/16'') From 0 to 54 (37ft to47ft) 43.00 0.00 0.0000 0.01 0.00 0.00 0.03 CCISeismic (9) commscope PWRT-608-S( 13/16'') From 0 to 54 (27ft to37ft) 33.00 0.00 0.0000 0.01 0.00 0.00 0.02 CCISeismic (9) commscope PWRT-608-S( 13/16'') From 0 to 54 (17ft to27ft) 23.00 0.00 0.0000 0.01 0.00 0.00 0.01 CCISeismic (9) commscope PWRT-608-S( 13/16'') From 0 to 54 (7ft to17ft) 13.00 0.00 0.0000 0.01 0.00 0.00 0.01 CCISeismic (9) commscope PWRT-608-S( 13/16'') From 0 to 54 (0ft to7ft) 4.50 0.00 0.0000 0.01 0.00 0.00 0.00 CCISeismic (3) miscl 3/8'' Fiber Cable From 0 to 54 (47ft to54ft) 51.50 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic (3) miscl 3/8'' Fiber Cable From 0 to 54 (37ft to47ft) 43.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic (3) miscl 3/8'' Fiber Cable From 0 to 54 (27ft to37ft) 33.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic (3) miscl 3/8'' Fiber Cable From 0 to 54 (17ft to27ft) 23.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic (3) miscl 3/8'' Fiber Cable From 0 to 54 (7ft to17ft) 13.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic (3) miscl 3/8'' Fiber Cable From 0 to 54 (0ft to7ft) 4.50 0.00 0.0000 0.00 0.00 0.00 0.00 Discrete Tower Loads Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustment ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight K *Branches* Pine branch C None 0.0000 58.00 - 50.00 No Ice 52.00 52.00 0.74 Pine branch C None 0.0000 50.00 - 40.00 No Ice 101.00 101.00 1.45 Pine branch C None 0.0000 40.00 - 30.00 No Ice 97.00 97.00 1.55 Pine branch C None 0.0000 30.00 - 20.00 No Ice 157.00 157.00 2.03 ****** AIR 6419 B77G w/ Mount Pipe A From Leg 4.00 0.00 2.70 0.0000 55.00 No Ice 3.87 2.32 0.08 ttnnxxTToowweerr Job Fairview Business Park (CLL01580) Page 6 of 12 TEP 326 Tryon Road Project TEP No. 353924.1184090 Date 06:58:25 11/18/25 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client M Squared Wireless Designed by adare 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 AIR 6419 B77G w/ Mount Pipe B From Leg 4.00 0.00 2.70 0.0000 55.00 No Ice 3.87 2.32 0.08 AIR 6419 B77G w/ Mount Pipe A From Leg 4.00 0.00 2.70 0.0000 55.00 No Ice 3.87 2.32 0.08 AIR 6449 B77D A From Leg 4.00 0.00 -2.00 0.0000 55.00 No Ice 4.02 2.14 0.08 AIR 6449 B77D B From Leg 4.00 0.00 -2.00 0.0000 55.00 No Ice 4.02 2.14 0.08 AIR 6449 B77D C From Leg 4.00 0.00 -2.00 0.0000 55.00 No Ice 4.02 2.14 0.08 80010966 w/ Mount Pipe A From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 17.60 9.64 0.15 80010966 w/ Mount Pipe B From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 17.60 9.64 0.15 80010966 w/ Mount Pipe C From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 17.60 9.64 0.15 NNH4-65C-R6-V3 w/ Mount Pipe A From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 17.31 10.34 0.13 NNH4-65C-R6-V3 w/ Mount Pipe B From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 17.31 10.34 0.13 NNH4-65C-R6-V3 w/ Mount Pipe C From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 17.31 10.34 0.13 QS8658-3e w/ Mount Pipe A From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 11.70 11.74 0.13 QS8658-3e w/ Mount Pipe B From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 11.70 11.74 0.13 QS8658-3e w/ Mount Pipe C From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 11.70 11.74 0.13 RADIO 4478 B14 A From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 2.02 1.25 0.06 RADIO 4478 B14 B From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 2.02 1.25 0.06 RADIO 4478 B14 C From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 2.02 1.25 0.06 RRUS-32 B30 A From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 3.31 2.42 0.08 RRUS-32 B30 B From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 3.31 2.42 0.08 ttnnxxTToowweerr Job Fairview Business Park (CLL01580) Page 7 of 12 TEP 326 Tryon Road Project TEP No. 353924.1184090 Date 06:58:25 11/18/25 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client M Squared Wireless Designed by adare 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 RRUS-32 B30 C From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 3.31 2.42 0.08 RRUS E2 B29 A From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 3.15 1.29 0.05 RRUS E2 B29 B From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 3.15 1.29 0.05 RRUS E2 B29 C From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 3.15 1.29 0.05 RRUS 4449 B5/B12 A From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 1.97 1.41 0.07 RRUS 4449 B5/B12 B From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 1.97 1.41 0.07 RRUS 4449 B5/B12 C From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 1.97 1.41 0.07 RRUS 8843 B2/B66A A From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 1.64 1.35 0.07 RRUS 8843 B2/B66A B From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 1.64 1.35 0.07 RRUS 8843 B2/B66A C From Leg 4.00 0.00 0.00 0.0000 55.00 No Ice 1.64 1.35 0.07 DC9-48-60-24-8C-EV A From Leg 2.00 0.00 0.00 0.0000 55.00 No Ice 4.78 2.60 0.03 DC9-48-60-24-8C-EV B From Leg 2.00 0.00 0.00 0.0000 55.00 No Ice 4.78 2.60 0.03 DC9-48-60-24-8C-EV C From Leg 2.00 0.00 0.00 0.0000 55.00 No Ice 4.78 2.60 0.03 2.4'' Dia x 4-ft Mount Pipe A From Leg 2.00 0.00 0.00 0.0000 55.00 No Ice 0.87 0.87 0.01 2.4'' Dia x 4-ft Mount Pipe B From Leg 2.00 0.00 0.00 0.0000 55.00 No Ice 0.87 0.87 0.01 2.4'' Dia x 4-ft Mount Pipe C From Leg 2.00 0.00 0.00 0.0000 55.00 No Ice 0.87 0.87 0.01 2.4'' x 6' Stabilizer A From Leg 2.00 0.00 0.00 0.0000 55.00 No Ice 1.44 1.44 0.02 2.4'' x 6' Stabilizer B From Leg 2.00 0.00 0.00 0.0000 55.00 No Ice 1.44 1.44 0.02 2.4'' x 6' Stabilizer C From Leg 2.00 0.00 0.00 0.0000 55.00 No Ice 1.44 1.44 0.02 ttnnxxTToowweerr Job Fairview Business Park (CLL01580) Page 8 of 12 TEP 326 Tryon Road Project TEP No. 353924.1184090 Date 06:58:25 11/18/25 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client M Squared Wireless Designed by adare 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 (2) T-Arm Mount [TA 602-3] A None 0.0000 55.00 No Ice 11.59 11.59 0.77 ****** 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 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 ttnnxxTToowweerr Job Fairview Business Park (CLL01580) Page 9 of 12 TEP 326 Tryon Road Project TEP No. 353924.1184090 Date 06:58:25 11/18/25 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client M Squared Wireless Designed by adare Comb. No. Description 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 Tower Deflections - Service Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° L1 58 - 16 2.419 26 0.3455 0.0013 L2 20.35 - 1 0.301 26 0.1363 0.0002 Critical Deflections and Radius of Curvature - Service Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 58.00 Pine branch 26 2.419 0.3455 0.0013 42200 57.00 CCISeismic Tower Section 1 - 1 26 2.349 0.3404 0.0013 42200 55.00 AIR 6419 B77G w/ Mount Pipe 26 2.210 0.3303 0.0012 42200 54.00 Pine branch 26 2.141 0.3252 0.0012 42200 51.50 CCISeismic (9) commscope PWRT-608-S( 13/16'') From 0 to 54 (47ft to54ft) 26 1.968 0.3125 0.0011 32462 51.00 CCISeismic Tower Section 1 - 2 26 1.934 0.3099 0.0011 30143 50.00 Pine branch 26 1.866 0.3048 0.0010 26375 45.00 Pine branch 26 1.534 0.2789 0.0008 16231 43.00 CCISeismic (9) commscope PWRT-608-S( 13/16'') From 0 to 54 (37ft to47ft) 26 1.405 0.2684 0.0008 14067 41.00 CCISeismic Tower Section 1 - 3 26 1.281 0.2577 0.0007 12412 40.00 Pine branch 26 1.220 0.2523 0.0007 11722 35.00 Pine branch 26 0.931 0.2248 0.0005 9174 33.00 CCISeismic (9) commscope PWRT-608-S( 13/16'') From 0 to 54 (27ft to37ft) 26 0.825 0.2135 0.0004 8440 31.00 CCISeismic Tower Section 1 - 4 26 0.724 0.2019 0.0004 7815 30.00 Pine branch 26 0.676 0.1961 0.0004 7536 25.00 Pine branch 26 0.460 0.1659 0.0002 6394 23.00 CCISeismic (9) commscope PWRT-608-S( 13/16'') From 0 to 54 26 0.386 0.1534 0.0002 6073 ttnnxxTToowweerr Job Fairview Business Park (CLL01580) Page 10 of 12 TEP 326 Tryon Road Project TEP No. 353924.1184090 Date 06:58:25 11/18/25 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client M Squared Wireless Designed by adare Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft (17ft to27ft) 21.00 CCISeismic Tower Section 1 - 5 26 0.321 0.1406 0.0002 5963 20.00 Pine branch 26 0.291 0.1340 0.0002 6029 15.68 CCISeismic Tower Section 2 - 1 26 0.185 0.1050 0.0001 7390 13.00 CCISeismic (9) commscope PWRT-608-S( 13/16'') From 0 to 54 (7ft to17ft) 26 0.136 0.0864 0.0001 9037 6.00 CCISeismic Tower Section 2 - 2 32 0.046 0.0364 0.0000 21688 4.50 CCISeismic (9) commscope PWRT-608-S( 13/16'') From 0 to 54 (0ft to7ft) 32 0.031 0.0255 0.0000 21688 Maximum Tower Deflections - Design Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° L1 58 - 16 6.425 2 0.9150 0.0035 L2 20.35 - 1 0.801 2 0.3628 0.0004 Critical Deflections and Radius of Curvature - Design Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 58.00 Pine branch 2 6.425 0.9150 0.0036 15909 57.00 CCISeismic Tower Section 1 - 1 2 6.240 0.9017 0.0035 15909 55.00 AIR 6419 B77G w/ Mount Pipe 2 5.870 0.8750 0.0033 15909 54.00 Pine branch 2 5.686 0.8617 0.0032 15909 51.50 CCISeismic (9) commscope PWRT-608-S( 13/16'') From 0 to 54 (47ft to54ft) 2 5.229 0.8282 0.0029 12238 51.00 CCISeismic Tower Section 1 - 2 2 5.138 0.8214 0.0028 11364 50.00 Pine branch 2 4.958 0.8080 0.0027 9943 45.00 Pine branch 2 4.075 0.7398 0.0022 6119 43.00 CCISeismic (9) commscope PWRT-608-S( 13/16'') From 0 to 54 (37ft to47ft) 2 3.734 0.7120 0.0021 5303 41.00 CCISeismic Tower Section 1 - 3 2 3.403 0.6839 0.0019 4679 40.00 Pine branch 2 3.241 0.6697 0.0018 4419 35.00 Pine branch 2 2.475 0.5971 0.0014 3458 33.00 CCISeismic (9) commscope PWRT-608-S( 13/16'') From 0 to 54 (27ft to37ft) 2 2.192 0.5671 0.0012 3181 31.00 CCISeismic Tower Section 1 - 4 2 1.924 0.5366 0.0010 2946 30.00 Pine branch 2 1.797 0.5212 0.0010 2840 25.00 Pine branch 2 1.223 0.4413 0.0007 2410 23.00 CCISeismic (9) commscope PWRT-608-S( 13/16'') From 0 to 54 (17ft to27ft) 2 1.028 0.4080 0.0005 2289 21.00 CCISeismic Tower Section 1 - 5 2 0.853 0.3740 0.0005 2248 20.00 Pine branch 2 0.774 0.3567 0.0004 2272 ttnnxxTToowweerr Job Fairview Business Park (CLL01580) Page 11 of 12 TEP 326 Tryon Road Project TEP No. 353924.1184090 Date 06:58:25 11/18/25 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client M Squared Wireless Designed by adare Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 15.68 CCISeismic Tower Section 2 - 1 2 0.493 0.2794 0.0003 2785 13.00 CCISeismic (9) commscope PWRT-608-S( 13/16'') From 0 to 54 (7ft to17ft) 2 0.362 0.2301 0.0002 3406 6.00 CCISeismic Tower Section 2 - 2 14 0.122 0.0970 0.0001 8174 4.50 CCISeismic (9) commscope PWRT-608-S( 13/16'') From 0 to 54 (0ft to7ft) 14 0.083 0.0680 0.0000 8174 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 58 - 16 (1) TP35.15x18x0.2188 42.00 0.00 0.0 23.0199 -15.04 1346.67 0.011 L2 16 - 1 (2) TP40.837x32.9363x0.25 19.35 0.00 0.0 32.2058 -18.05 1884.04 0.010 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 58 - 16 (1) TP35.15x18x0.2188 255.45 1002.06 0.255 0.00 1002.06 0.000 L2 16 - 1 (2) TP40.837x32.9363x0.25 481.64 1662.84 0.290 0.00 1662.84 0.000 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 58 - 16 (1) TP35.15x18x0.2188 11.35 394.14 0.029 0.17 1173.03 0.000 L2 16 - 1 (2) TP40.837x32.9363x0.25 11.95 565.21 0.021 0.17 2008.99 0.000 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 ttnnxxTToowweerr Job Fairview Business Park (CLL01580) Page 12 of 12 TEP 326 Tryon Road Project TEP No. 353924.1184090 Date 06:58:25 11/18/25 Raleigh, NC 27603 Phone: (919) 661-6351 FAX: (919) 661-6350 Client M Squared Wireless Designed by adare 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 58 - 16 (1) 0.011 0.255 0.000 0.029 0.000 0.267 1.050 L2 16 - 1 (2) 0.010 0.290 0.000 0.021 0.000 0.300 1.050 Section Capacity Table Section No. Elevation ft Component Type Size Critical Element P K øPallow K % Capacity Pass Fail L1 58 - 16 Pole TP35.15x18x0.2188 1 -15.04 1414.00 25.4 Pass L2 16 - 1 Pole TP40.837x32.9363x0.25 2 -18.05 1978.24 28.5 Pass Summary Pole (L2) 28.5 Pass RATING = 28.5 Pass  Program Version 8.3.1.2 - 12/11/2024 File:G:/Shared drives/350001 - 400000/353924/P-499575_L-1184090_CLL01580_FAIRVIEW BUSINESS PARK_ Structural Analysis/TnxTower/Wind and Seismic/FAIRVIEW BUSINESS PARK (CLL01580) CCISeismic 5.0.2 Wind And Seismic Analysis.eri November 18, 2025 58.0 -ft Monoeucalyptus Structural Analysis Fairview Business Park (CLL01580) TEP Project Number 353924.1184090 Page 7 APPENDIX B ADDITIONAL CALCULATIONS Monopole Base Plate Connection *TIA-222-H Section 15.5 Applied #VALUE! Anchor Rod Data Anchor Rod Summary (units of kips, kip-in) (8) 2-1/4" ø bolts (A615-75 N; Fy=75 ksi, Fu=100 ksi) on 47.5" BC Pu_t = 58.58 φPn_t = 243.75 Stress Rating Vu = 1.5 φVn = 149.1 22.9% Base Plate Data Mu = n/a φMn = n/a Pass 53.5" OD x 2.25" Plate (A36; Fy=36 ksi, Fu=58 ksi) Base Plate Summary Stiffener Data Max Stress (ksi):6.84 (Flexural) N/A Allowable Stress (ksi):32.4 Stress Rating:20.1%Pass Pole Data 40.837" x 0.25" 18-sided pole (A572-65; Fy=65 ksi, Fu=80 ksi) 18.00 12.00 Adjusted Pole Reactions Site # CLL01580 Applied Loads Site Name Fairview Business TEP # 353924.1184090 Analysis Considerations Site Info TIA-222 Revision H Grout Considered:No Analysis ResultsConnection Properties Iar (in) 0 Moment (kip-ft) 482.00 Axial Force (kips) 18.00 Shear Force (kips) 12.00 Moment (kip-ft) Axial Force (kips) Shear Force (kips) 0.00 Show image? Plate Dia. Shaft Dia. Pole Shape Plate Type: Plate Geometry: Plate Quantity Plate Dia. 2 Shaft Dia. 2 Analysis Date: 11/18/2025 FAIRVIEW BUSINESS PARK (CLL01580) TEP #: Analysis:PG 11/18/2025 Design Reaction Comparison Tool Check:SMS 11/18/2025 Code Revisions:TIA-222-H Tower Type:Monopole Design Design*1.35 Analysis Capacity Pass / Fail 1019.95 1376.9325 482 33.3%Pass 27.41 37.0035 18 46.3%Pass 20.62 27.837 12 41.1%Pass Note 3: Rating per TIA-222-H, Section 15.5 Note 1: Design loads were multiplied by 1.35 for comparison as allowed by TIA-222-H, Section 15.6.2. Note 2: Although the axial and shear capacity are at 46.3% and 41.1%, respectively, the moment reaction is the governing criteria for a monopole drilled shaft foundation. Therefore, the overall capacity for this foundation is 33.3%. November 18, 2025 58.0 -ft Monoeucalyptus Structural Analysis Fairview Business Park (CLL01580) TEP Project Number 353924.1184090 Page 8 APPENDIX C SEISMIC CALCULATIONS Structure:ASite#: CLL01580 Site Name: Fairview Business TEP#: 353924.1184090 S 1 L e a v DS D1 s DS D1 1 Page 1 Analysis Date: 11/17/2025 Site #: Site Name: TEP #: s u L 2 avg 4 a a s smax smax smin smin sc i i k Page 2 Analysis Date: 11/17/2025 Section Number Length Top Height Mid Height, hx Section Weight, wx wxhx k Cvx Fxh Fxv 1 - 1 2.00 57.00 56.00 0.0859 15.26 0.0093 0.0748 0.0179 1 - 2 10.00 55.00 50.00 0.4876 74.83 0.0458 0.3666 0.1018 1 - 3 10.00 45.00 40.00 0.5841 67.26 0.0411 0.3296 0.1220 1 - 4 10.00 35.00 30.00 0.6805 54.13 0.0331 0.2652 0.1421 1 - 5 10.00 25.00 20.00 0.7770 36.68 0.0224 0.1797 0.1622 2 - 1 9.35 19.35 14.68 0.8734 27.68 0.0169 0.1356 0.1824 2 - 2 10.00 10.00 5.00 1.0407 8.25 0.0050 0.0404 0.2173 Sum 4.5293 284.09 Tower Section Loads Page 3 Analysis Date: 11/17/2025 Name hx wx wxhx k Cvx Fxh Fxv Pine branch 53.00 0.7400 122.40 0.0749 0.5997 0.1545 Pine branch 44.00 1.4500 188.77 0.1155 0.9249 0.3028 Pine branch 34.00 1.5500 144.82 0.0886 0.7096 0.3236 Pine branch 24.00 2.0300 121.16 0.0741 0.5936 0.4239 ericsson AIR 6419 B77G w/ Mount Pipe 54.00 0.0800 13.55 0.0083 0.0664 0.0167 ericsson AIR 6419 B77G w/ Mount Pipe 54.00 0.0800 13.55 0.0083 0.0664 0.0167 ericsson AIR 6419 B77G w/ Mount Pipe 54.00 0.0800 13.55 0.0083 0.0664 0.0167 ericsson AIR 6449 B77D 54.00 0.0800 13.55 0.0083 0.0664 0.0167 ericsson AIR 6449 B77D 54.00 0.0800 13.55 0.0083 0.0664 0.0167 ericsson AIR 6449 B77D 54.00 0.0800 13.55 0.0083 0.0664 0.0167 kathrein 80010966 w/ Mount Pipe 54.00 0.1500 25.42 0.0155 0.1245 0.0313 kathrein 80010966 w/ Mount Pipe 54.00 0.1500 25.42 0.0155 0.1245 0.0313 kathrein 80010966 w/ Mount Pipe 54.00 0.1500 25.42 0.0155 0.1245 0.0313 commscope NNH4-65C-R6-V3 w/ Mount Pipe 54.00 0.1300 22.03 0.0135 0.1079 0.0271 commscope NNH4-65C-R6-V3 w/ Mount Pipe 54.00 0.1300 22.03 0.0135 0.1079 0.0271 commscope NNH4-65C-R6-V3 w/ Mount Pipe 54.00 0.1300 22.03 0.0135 0.1079 0.0271 quintel technology QS8658-3e w/ Mount Pipe 54.00 0.1300 22.03 0.0135 0.1079 0.0271 quintel technology QS8658-3e w/ Mount Pipe 54.00 0.1300 22.03 0.0135 0.1079 0.0271 quintel technology QS8658-3e w/ Mount Pipe 54.00 0.1300 22.03 0.0135 0.1079 0.0271 ericsson RADIO 4478 B14 54.00 0.0600 10.17 0.0062 0.0498 0.0125 ericsson RADIO 4478 B14 54.00 0.0600 10.17 0.0062 0.0498 0.0125 ericsson RADIO 4478 B14 54.00 0.0600 10.17 0.0062 0.0498 0.0125 ericsson RRUS-32 B30 54.00 0.0800 13.55 0.0083 0.0664 0.0167 ericsson RRUS-32 B30 54.00 0.0800 13.55 0.0083 0.0664 0.0167 ericsson RRUS-32 B30 54.00 0.0800 13.55 0.0083 0.0664 0.0167 ericsson RRUS E2 B29 54.00 0.0500 8.47 0.0052 0.0415 0.0104 ericsson RRUS E2 B29 54.00 0.0500 8.47 0.0052 0.0415 0.0104 ericsson RRUS E2 B29 54.00 0.0500 8.47 0.0052 0.0415 0.0104 ericsson RRUS 4449 B5/B12 54.00 0.0700 11.86 0.0073 0.0581 0.0146 ericsson RRUS 4449 B5/B12 54.00 0.0700 11.86 0.0073 0.0581 0.0146 ericsson RRUS 4449 B5/B12 54.00 0.0700 11.86 0.0073 0.0581 0.0146 ericsson RRUS 8843 B2/B66A 54.00 0.0700 11.86 0.0073 0.0581 0.0146 ericsson RRUS 8843 B2/B66A 54.00 0.0700 11.86 0.0073 0.0581 0.0146 ericsson RRUS 8843 B2/B66A 54.00 0.0700 11.86 0.0073 0.0581 0.0146 raycap DC9-48-60-24-8C-EV 54.00 0.0300 5.08 0.0031 0.0249 0.0063 raycap DC9-48-60-24-8C-EV 54.00 0.0300 5.08 0.0031 0.0249 0.0063 raycap DC9-48-60-24-8C-EV 54.00 0.0300 5.08 0.0031 0.0249 0.0063 mounts 2.4" Dia x 4-ft Mount Pipe 54.00 0.0100 1.69 0.0010 0.0083 0.0021 mounts 2.4" Dia x 4-ft Mount Pipe 54.00 0.0100 1.69 0.0010 0.0083 0.0021 mounts 2.4" Dia x 4-ft Mount Pipe 54.00 0.0100 1.69 0.0010 0.0083 0.0021 stabilizer 2.4" x 6' Stabilizer 54.00 0.0200 3.39 0.0021 0.0166 0.0042 stabilizer 2.4" x 6' Stabilizer 54.00 0.0200 3.39 0.0021 0.0166 0.0042 stabilizer 2.4" x 6' Stabilizer 54.00 0.0200 3.39 0.0021 0.0166 0.0042 (2) tower mounts T-Arm Mount [TA 602-3]54.00 1.5486 262.39 0.1605 1.2856 0.3233 Sum 10.1986 1327.51 Discrete Loads Page 4 Analysis Date: 11/17/2025 Name Start Height End Height hx wx wxhx k Cvx Fxh Fxv (9) commscope PWRT-608-S( 13/16") From 0 to 54 47.00 54.00 50.50 0.0391 6.07 0.0037 0.0297 0.0082 (9) commscope PWRT-608-S( 13/16") From 0 to 54 37.00 47.00 42.00 0.0558 6.84 0.0042 0.0335 0.0117 (9) commscope PWRT-608-S( 13/16") From 0 to 54 27.00 37.00 32.00 0.0558 4.82 0.0029 0.0236 0.0117 (9) commscope PWRT-608-S( 13/16") From 0 to 54 17.00 27.00 22.00 0.0558 2.98 0.0018 0.0146 0.0117 (9) commscope PWRT-608-S( 13/16") From 0 to 54 7.00 17.00 12.00 0.0558 1.37 0.0008 0.0067 0.0117 (9) commscope PWRT-608-S( 13/16") From 0 to 54 0.00 7.00 3.50 0.0391 0.20 0.0001 0.0010 0.0082 (3) miscl 3/8" Fiber Cable From 0 to 54 47.00 54.00 50.50 0.0014 0.22 0.0001 0.0011 0.0003 (3) miscl 3/8" Fiber Cable From 0 to 54 37.00 47.00 42.00 0.0020 0.25 0.0002 0.0012 0.0004 (3) miscl 3/8" Fiber Cable From 0 to 54 27.00 37.00 32.00 0.0020 0.17 0.0001 0.0008 0.0004 (3) miscl 3/8" Fiber Cable From 0 to 54 17.00 27.00 22.00 0.0020 0.11 0.0001 0.0005 0.0004 (3) miscl 3/8" Fiber Cable From 0 to 54 7.00 17.00 12.00 0.0020 0.05 0.0000 0.0002 0.0004 (3) miscl 3/8" Fiber Cable From 0 to 54 0.00 7.00 3.50 0.0014 0.01 0.0000 0.0000 0.0003 Sum 0.3121 23.07 Linear Loads Page 5 Analysis Date: 11/17/2025 Monopole Base Plate Connection - Seismic *TIA-222-H Section 15.5 Applied *1.5 Overstrength Factor Applied #VALUE! Anchor Rod Data Anchor Rod Summary (units of kips, kip-in) (8) 2-1/4" ø bolts (A615-75 N; Fy=75 ksi, Fu=100 ksi) on 47.5" BC Pu_t = 67.23 φPn_t = 243.75 Stress Rating Vu = 1.5 φVn = 149.1 26.3% Base Plate Data Mu = n/a φMn = n/a Pass 53.5" OD x 2.25" Plate (A36; Fy=36 ksi, Fu=58 ksi) Base Plate Summary Stiffener Data Max Stress (ksi):5.34 (Flexural) N/A Allowable Stress (ksi):32.4 Stress Rating:15.7%Pass Pole Data 40.837" x 0.25" 18-sided pole (A572-65; Fy=65 ksi, Fu=80 ksi) Analysis Results Axial Force (kips) 21.00 Shear Force (kips) 8.00 Adjusted Pole Reactions Moment (kip-ft) 0.00 Axial Force (kips) 21.00 Shear Force (kips) 8.00 Connection Properties Moment (kip-ft) 369.00 TEP # 353924.1184090 Analysis Considerations TIA-222 Revision H Grout Considered:No Iar (in) 0 Applied Loads Site Info Site # CLL01580 Site Name Fairview Business Show image? Plate Dia. Shaft Dia. Pole Shape Plate Type: Plate Geometry: Plate Quantity Plate Dia. 2 Shaft Dia. 2 Analysis Date: 11/18/2025