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HomeMy WebLinkAbout3011 3%4 W Warner Ave Unit #WCC01 - PlanWARNER AVE. ISSUE STATUS PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY & CONFIDENTIAL TO VERIZON WIRELESS ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED DESCRIPTIONDATE BYREV. 09/27/2024 MA090% CD REVIEW FU Z E I D # "S A N T A A N A M T S O " ( V S H I ) 17 3 5 6 2 2 4 30 1 1 ¾ W . W A R N E R A V E U N I T # W C C 0 1 SA N T A A N A , C A 9 2 7 0 4 10/09/2024 MA1100% CD REVIEW 11/22/2024 MA2MA W/ HARDWARE UPGRAGE 1/13/2025 MA3CITY COMMENTS SITE PLAN 252407Z0114-022 01/14/2025 Bldg #101122306 APPROVALS: PLNG - F. Arias BLDG - W. Lee ISSUE STATUS PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY & CONFIDENTIAL TO VERIZON WIRELESS ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED DESCRIPTIONDATE BYREV. 09/27/2024 MA090% CD REVIEW FU Z E I D # "S A N T A A N A M T S O " ( V S H I ) 17 3 5 6 2 2 4 30 1 1 ¾ W . W A R N E R A V E U N I T # W C C 0 1 SA N T A A N A , C A 9 2 7 0 4 10/09/2024 MA1100% CD REVIEW 11/22/2024 MA2MA W/ HARDWARE UPGRAGE 1/13/2025 MA3CITY COMMENTS ENLARGED SITE PLAN 350° GAMMA AZIMUTH 110° ALPHA AZIMUTH 230° BETA AZIMUTH 0° (N) VSHI ANTENNA AZIMUTH270° (N) VSHI ANTENNA AZIMUTH 90° (N) VSHI ANTENNA AZIMUTH 180° (N) VSHI ANTENNA AZIMUTH 252407Z0114-022 01/14/2025 ISSUE STATUS PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY & CONFIDENTIAL TO VERIZON WIRELESS ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED DESCRIPTIONDATE BYREV. 09/27/2024 MA090% CD REVIEW FU Z E I D # "S A N T A A N A M T S O " ( V S H I ) 17 3 5 6 2 2 4 30 1 1 ¾ W . W A R N E R A V E U N I T # W C C 0 1 SA N T A A N A , C A 9 2 7 0 4 10/09/2024 MA1100% CD REVIEW 11/22/2024 MA2MA W/ HARDWARE UPGRAGE 1/13/2025 MA3CITY COMMENTS EXISTING ANTENNA SCHEDULE 350° GAMMA AZIMUTH 110° ALPHA AZIMUTH 230° BETA AZIMUTH 350° GAMMA AZIMUTH 110° ALPHA AZIMUTH 230° BETA AZIMUTH 0° (N) VSHI ANTENNA AZIMUTH 270° (N) VSHI ANTENNA AZIMUTH 90° (N) VSHI ANTENNA AZIMUTH PROPOSED ANTENNA SCHEDULE 180° (N) VSHI ANTENNA AZIMUTH PROPOSED/EXISTING ANTENNA PLANS 252407Z0114-022 01/14/2025 CBNG ISSUE STATUS PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY & CONFIDENTIAL TO VERIZON WIRELESS ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED DESCRIPTIONDATE BYREV. 09/27/2024 MA090% CD REVIEW FU Z E I D # "S A N T A A N A M T S O " ( V S H I ) 17 3 5 6 2 2 4 30 1 1 ¾ W . W A R N E R A V E U N I T # W C C 0 1 SA N T A A N A , C A 9 2 7 0 4 10/09/2024 MA1100% CD REVIEW 11/22/2024 MA2MA W/ HARDWARE UPGRAGE 1/13/2025 MA3CITY COMMENTS PROPOSED / EXISTING SOUTH ELEVATION 252407Z0114-022 01/14/2025 CBNG ISSUE STATUS PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY & CONFIDENTIAL TO VERIZON WIRELESS ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED DESCRIPTIONDATE BYREV. 09/27/2024 MA090% CD REVIEW FU Z E I D # "S A N T A A N A M T S O " ( V S H I ) 17 3 5 6 2 2 4 30 1 1 ¾ W . W A R N E R A V E U N I T # W C C 0 1 SA N T A A N A , C A 9 2 7 0 4 10/09/2024 MA1100% CD REVIEW 11/22/2024 MA2MA W/ HARDWARE UPGRAGE 1/13/2025 MA3CITY COMMENTS PROPOSED / EXISTING EAST ELEVATION 252407Z0114-022 01/14/2025 CBNG D ANTENNA PHYSICAL DATA LENGTH ('L'): WIDTH ('W'): DEPTH ('D"): NET WEIGHT: NET WEIGHT (WITH MOUNTING KIT): RADOME MATERIAL: ANTENNA MODEL: ANTENNA TYPE: FREQUENCY RANGES: ANTENNA DATA 18" 16" 5.55" 39.7# 52.5# FIBERGLASS (UV RESISTANT) CBNG PHASED ARRAY 37 - 40 GHZ SIDE VIEWFRONT VIEW BOTTOM VIEW W H SIDE VIEWFRONT VIEW WORMSEYE VIEW (AT PIPE MOUNT)(AT STRUT FRAME) COND. 2 COND. 3 COND. 1 COND. 1 COND. 2 COND. 3 PHYSICAL DATA HEIGHT ('H'): WIDTH ('W'): DEPTH ('D"): NET WEIGHT: RAYCAP MODEL: RAYCAP MANUFACTURER SPECS: USE: SURGE PROTECTION NORMAL OPERATING VOLTAGE: 48V DC MAX. OPERATING VOLTAGE: 75V DC SKIN: UV RESISTANT SAFETY STANDARD: UL1449 NOTES: CABLING: POWER, FIBER OPTIC OR HYBRID CABLES UP TO 2" DIAMETER SIDE VIEW 28.9" 15.7" 10.3" 32# 28.9" 15.7" 10.3" 26.9# PARTS LIST ITEM QTY PART NO. 8 4 6 3/4" (REF) 20" (REF) SECTION A-A 1-1/4" TO 4-1/2" DIA ANTENNA MOUNTING PIPE OR 1-1/2" TO 3" ANGLE (ORDERED SEPARATELY) 1-1/4" TO 4-1/2" DIA TOWER LEG OR 1-1/2" TO 3" ANGLE (REF) 1 2 3 4 5 16 16 16 X-UPC1 G12R-20 G12NUT G12LW G12FW PART DESCRIPTION SMALL PIPE TO PIPE BRACKET 1/2" x 20" THREADED ROD (HDG.) 1/2'' HDG HEAVY 2H HEX NUT 1/2" HDG LOCKWASHER 1/2" HDG USS FLATWASHER LENGTH 20 in UNIT WT. 0.85 3.23 0.07 0.01 0.03 TOTAL WT. # NET WT. 6.79 12.91 1.14 0.22 0.54 13.45 1 7/8" (REF) 1 2 3 4 5 X4 X4 X4 DESCRIPTION UNIVERSAL PIPE-TO-PIPE CLAMP SET FOR SMALL PIPES (1-1/4" TO 4-1/2") valmont CPD NO. 4448 CLASS SUB 81 01 DRAWN BY CEK 3/13/2009 DRAWING USAGE CUSTOMER CHECKED BY ENG. APPROVAL CEK 2/18/2013 PART NO. DWG. NO. UPC1 UPC1 Engineering Support Team: 1-888-753-7446 Locations: New York, NY Atlanta, GA Los Angeles, CA Plymouth, IN Salem, OR Dallas, TX PA G E 1 O F 1 DETAILS ISSUE STATUS PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY & CONFIDENTIAL TO VERIZON WIRELESS ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED DESCRIPTIONDATE BYREV. 09/27/2024 MA090% CD REVIEW FU Z E I D # "S A N T A A N A M T S O " ( V S H I ) 17 3 5 6 2 2 4 30 1 1 ¾ W . W A R N E R A V E U N I T # W C C 0 1 SA N T A A N A , C A 9 2 7 0 4 10/09/2024 MA1100% CD REVIEW 11/22/2024 MA2MA W/ HARDWARE UPGRAGE 1/13/2025 MA3CITY COMMENTS 252407Z0114-022 01/14/2025 Call before you dig. below.Know what's R TO OBTAIN LOCATION OF PARTICIPANTS UNDERGROUND FACILITIES BEFORE YOU DIG IN CALIFORNIA (SOUTH), CALL DIG ALERT TOLL FREE: 1-800-227-2600 OR www.digalert.org CALIFORNIA STATUTE REQUIRES MIN OF 2 WORKING DAYS NOTICE BEFORE YOU EXCAVATE · · · · · · · · · FUZE ID# NAME:SANTA ANA MTSO _141658 DATE:20241002 TITLE SHEET · · · · · · APPLICANT'S REPRESENTATIVE: "SANTA ANA MTSO" 17356224 3011 3 4 W. WARNER AVE UNIT #CC01 SANTA ANA, CA 92704 · · · ISSUE STATUS PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY & CONFIDENTIAL TO VERIZON WIRELESS ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED DESCRIPTIONDATE BYREV. 09/27/2024 MA090% CD REVIEW FU Z E I D # "S A N T A A N A M T S O " ( V S H I ) 17 3 5 6 2 2 4 30 1 1 ¾ W . W A R N E R A V E U N I T # W C C 0 1 SA N T A A N A , C A 9 2 7 0 4 10/09/2024 MA1100% CD REVIEW 11/22/2024 MA2MA W/ HARDWARE UPGRAGE 1/13/2025 MA3CITY COMMENTS (VSHI) CONTRACTOR PMI REQUIREMENTS PMI ACCESSED AT: SMART TOOL VENDOR PROJECT NUMBER: VERIZON LOCATION ID MDG#: ***PMI REQUIREMENTS ALSO EMBEDDED IN MOUNT ANALYSIS REPORT https://pmi.vzwsmart.com 10262525 5000377172 THE EXISTING MOUNTS ARE SUFFICIENT UPON THE COMPLETION OF THE NEW HARDWARE UPGRADE. FOR ADDITIONAL INFORMATION REFER TO MOUNT ANALYSIS REPORT ANALYSIS RESULT 252407Z0114-022 01/14/2025 GENERAL NOTES & SYMBOLS ISSUE STATUS PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY & CONFIDENTIAL TO VERIZON WIRELESS ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED DESCRIPTIONDATE BYREV. 09/27/2024 MA090% CD REVIEW FU Z E I D # "S A N T A A N A M T S O " ( V S H I ) 17 3 5 6 2 2 4 30 1 1 ¾ W . W A R N E R A V E U N I T # W C C 0 1 SA N T A A N A , C A 9 2 7 0 4 10/09/2024 MA1100% CD REVIEW 11/22/2024 MA2MA W/ HARDWARE UPGRAGE 1/13/2025 MA3CITY COMMENTS 252407Z0114-022 01/14/2025 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 Colliers Engineering & Design 2000 Midlantic Drive Suite 100 Mt. Laurel, NJ 08054 856.797.0412 sean.osullivan@collierseng.com Antenna Mount Analysis Report with Hardware Upgrades and PMI Requirements Mount ReAnalysis-VZW SMART Tool Project #: 10262525 Colliers Engineering & Design Project #: 24925202 (Rev.1) November 1, 2024 Site Information Site ID: 5000377172-VZW / SANTA ANA MTSO Site Name: SANTA ANA MTSO Carrier Name: Verizon Wireless Address: 3011 W. Warner Avenue Santa Ana, California 92704 Orange County Latitude: 33.715583° Longitude: -117.9095° Structure Information Tower Type: 195-Ft Self Support Mount Type: 13.00-Ft Sector Frame FUZE ID # 17356224 Analysis Results Sector Frame: 34.8% Pass w/ Hardware Upgrades* * Antennas and equipment to be installed in compliance with PMI Requirements of this mount analysis. ***Contractor PMI Requirements: Included at the end of this MA report Available & Submitted via portal at https://pmi.vzwsmart.com For additional questions and support, please reach out to: pmisupport@colliersengineering.com Report Prepared By: Selene Chen 3011 3/4 W Warner Ave, Unit #WCC01 2 EXP. 09/30/25 Mount Structural Analysis Report (3) 13.00-Ft Sector Frames November 1, 2024 Site ID: 5000377172-VZW / SANTA ANA MTSO Page | 2 Executive Summary: The objective of this report is to determine the capacity of the antenna support mount at the subject facility for the final wireless telecommunications configuration, per the applicable codes and standards. Any modification listed under Sources of Information was assumed completed and was included in this analysis. This analysis is inclusive of the mount structure only and does not address the structural capacity of the supporting structure. This mounting frame was not analyzed as an anchor attachment point for fall protection. All climbing activities are required to have a fall protection plan completed by a competent person. Sources of Information: Document Type Remarks Radio Frequency Data Sheet (RFDS) Verizon RFDS Site ID: 427429, dated October 2, 2024 Post Modification Inspection Colliers Engineering & Design Project #: 21925160 dated June 1, 2022 Analysis Criteria: Codes and Standards: ANSI/TIA-222-H Wind Parameters: Basic Wind Speed (Ultimate 3-sec. Gust), VULT: 95 mph Ice Wind Speed (3-sec. Gust): 30 mph Design Ice Thickness: 0.00 in Risk Category: II Exposure Category: B Topographic Category: 1 Topographic Feature Considered: N/A Topographic Method: N/A Ground Elevation Factor, Ke: 0.998 Seismic Parameters: SS: 1.305 g S1: 0.468 g Maintenance Parameters: Wind Speed (3-sec. Gust): 30 mph Maintenance Load, Lv: 250 lbs. Maintenance Load, Lm: 500 lbs. Analysis Software: RISA-3D (V22) Mount Structural Analysis Report (3) 13.00-Ft Sector Frames November 1, 2024 Site ID: 5000377172-VZW / SANTA ANA MTSO Page | 3 Final Loading Configuration: The following equipment has been considered for the analysis of the mounts: Mount Elevation (ft) Equipment Elevation (ft) Quantity Manufacturer Model Status 83.50 86.50 4 CBNG 39GHz VectaStar NR gNB Added 85.50 3 Ericsson VZ-SM6701 TB Half Retained 85.00 3 Ericsson AIR 6449 83.50 6 Commscope NHH-65B-R2B 3 Ericsson 4449 3 Ericsson 8843 1 Raycap RHSDC-3315-PF-48* 1 Raycap RCMDC-6627-PF-48* 82.50 3 Ericsson VZ-AIR5331 TB 82.00 3 Ericsson KRE105281/1 *Equipment is flush mounted directly to the Self Support Tower. They are not mounted on the sector frame mounts and are not included in this mount analysis. It is acceptable to install up to any three (3) of the OVP model numbers listed below as required at any location other than the mount face without affecting the structural capacity of the mount. If OVP units are installed on the mount face, a mount re-analysis may be required unless replacing an existing OVP. Model Number Ports AKA RCMDC-6627-PF-48 12 OVP-12 Standard Conditions: 1. All engineering services are performed on the basis that the information provided to Colliers Engineering & Design and used in this analysis is current and correct. The existing equipment loading has been applied at locations determined from the supplied documentation. Any deviation from the loading locations specified in this report shall be communicated to Colliers Engineering & Design to verify deviation will not adversely impact the analysis. 2. Mounts are assumed to have been properly fabricated, installed and maintained in good condition, twist free and plumb in accordance with its original design and manufacturer’s specifications. Obvious safety and structural issues/deficiencies noticed at the time of the mount mapping and reported in the Mount Mapping Report are assumed to be corrected and documented as part of the PMI process and are not considered in the mount analysis. The mount analysis and the mount mapping are not a condition assessment of the mount. Proper maintenance and condition assessments are still required post analysis. 3. For mount analyses completed from other data sources (including new replacement mounts) and not specifically mapped in accordance with the NSTD-446 Standard, the mounts are assumed to have been properly fabricated, installed and maintained in good condition, twist free and plumb in accordance with its original design and manufacturer’s specifications. 4. All member connections are assumed to have been designed to meet or exceed the load carrying capacity of the connected member unless otherwise specified in this report. Mount Structural Analysis Report (3) 13.00-Ft Sector Frames November 1, 2024 Site ID: 5000377172-VZW / SANTA ANA MTSO Page | 4 5. The mount was checked up to, and including, the bolts that fasten it to the mount collar/attachment and threaded rod connections in collar members if applicable. Local deformation and interaction between the mount collar/attachment and the supporting tower structure are outside the scope of this analysis. 6. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. Colliers Engineering & Design is not responsible for the conclusion, opinions, and recommendations made by others based on the information supplied. 7. Structural Steel Grades have been assumed as follows, if applicable, unless otherwise noted in this analysis: o Channel, Solid Round, Angle, Plate ASTM A36 (Gr. 36) o HSS (Rectangular) ASTM 500 (Gr. B-46) o Pipe ASTM A53 (Gr. B-35) o Threaded Rod F1554 (Gr. 36) o Bolts ASTM A325 Discrepancies between in-field conditions and the assumptions listed above may render this analysis invalid unless explicitly approved by Colliers Engineering & Design. Analysis Results: Component Utilization % Pass/Fail Mast Pipe 19.8% Pass Face Horizontals 12.7% Pass Mount Pipe 14.2% Pass Standoff Plate 15.4% Pass Face Horizontal Plate 5.7% Pass Standoff Inner Bracing 17.7% Pass V Horizontals 13.3% Pass Tower Connection Plate 30.6% Pass Walkway 3.6% Pass Walkway Vertical 12.0% Pass Tieback 1.8% Pass Connection Check 34.8 Pass Structure Rating – (Controlling Utilization of all Components) 34.8%* * Results valid after hardware upgrades noted in the PMI Requirements are installed. Mount Structural Analysis Report (3) 13.00-Ft Sector Frames November 1, 2024 Site ID: 5000377172-VZW / SANTA ANA MTSO Page | 5 Mount Connection Envelope Reactions: Connection Description Elev. AGL (Ft) Node Label Envelope Wind Reactions Envelope Wind + Ice Reactions Axial (Lbs) Lateral (Lbs) Moment (K-Ft) Torsion (K-Ft) Axial (Lbs) Lateral (Lbs) Moment (K-Ft) Torsion (K-Ft) Sector C Top Standoff 86.5 N98 670 1102 1.715 0.000 634 643 0.837 0.000 Sector C Bottom Standoff 78 N100 1162 1631 1.765 0.000 1127 673 0.512 0.000 Notes: - Axial loads act along the axis of the tower - Lateral reactions act perpendicular to the tower - Moment loads introduce bending moment to the tower - Torsion loads introduce twisting moment to the tower - Batch solutions by individual load cases are included at the end of this document Mount Steel (EPA)a per ANSI/TIA-222-H Section 2.6.11.2: Ice Thickness (In) Mount Pipes Excluded Mount Pipes Included Front (EPA)a (Sq. Ft.) Side (EPA)a (Sq. Ft.) Front (EPA)a (Sq. Ft.) Side (EPA)a (Sq. Ft.) 0 26.4 13.7 41.9 29.2 0.5 38.3 20.4 59.2 41.4 1 49.2 26.3 75.5 52.6 Notes: - (EPA)a values listed above may be used in the absence of more precise information - (EPA)a values in the table above include 1 sector(s). - Ka factors included in (EPA)a calculations Requirements: The existing mounts will be SUFFICIENT for the final loading configuration shown in attachment 2 upon the completion of the requirements listed below. Contractor shall shift mount pipes horizontally in position 1 on all sectors such that it is 24” from position 2 pipe. Reconnect shifted pipes to mount horizontals using existing connection crossover plates, etc. with new bolting hardware. Do not reuse existing bolts. Contractor shall install a new 108” long PIPE 2.5 SCH40 mount pipe position 1 (in all sectors). Install 24” from relocated position 1 pipe. Top of pipe shall be 36” above top face horizontal (match relocated position 1 pipe location on mount). Attach using VZWSMART MSK1 crossover plates. Refer to placement diagrams. ANSI/ASSP rigging plan review services compliant with the requirements of ANSI/TIA 322 are available for a Construction Class IV site or other, if required. Separate review fees will apply. Mount Structural Analysis Report (3) 13.00-Ft Sector Frames November 1, 2024 Site ID: 5000377172-VZW / SANTA ANA MTSO Page | 6 Attachments: 1. Contractor Required Post Installation Inspection (PMI) Report Deliverables 2. Antenna Placement Diagrams 3. Mount Photos 4. Analysis Calculations Mount Desktop – Post Modification Inspection (PMI) Report Requirements Documents & Photos Required from Contractor – Passing Mount Analysis Passing Mount Analysis requires a PMI due to a modification in loading. Electronic pdf version of this can be downloaded at https://pmi.vzwsmart.com. For additional questions and support, please reach out to pmisupport@colliersengineering.com __________________________________________________________________________________________________________________________________________________________________________________________________________ MDG #: 5000377172 SMART Project #: 10262525 Fuze Project ID: 17356224 Purpose – to provide SMART Tool structural vendor the proper documentation in order to complete the required Mount Desktop review of the Post Modification Inspection Report. • Contractor is responsible for making certain the photos provided as noted below provide confirmation that the installation was completed in accordance with this Passing Mount Analysis. • Contractor shall relay any data that can impact the performance of the mount, this includes safety issues. Base Requirements: • If installation will cause damage to the structure, the climbing facility, or safety climb if present or any installed system, SMART Tool vendor to be notified prior to install. Any special photos outside of the standard requirements will be indicated on the drawings. • Provide “as built mount drawings” showing contractor’s name, contact information, preparer’s signature, and date. Any deviations from the drawings (Proposed modification) shall be shown. NOTE: If loading is different than what is conveyed in the passing mount analysis (MA) contact the SMART Tool vendor immediately. • Each photo should be time and date stamped • Photos should be high resolution. • Contractor shall ensure that the safety climb wire rope is supported and not adversely impacted by the install of the modification components. This may involve the install of wire rope guides, or other items to protect the wire rope. If there is conflict, contact the SMART Tool engineer for recommendations. • The PMI can be accessed at the following portal: https://pmi.vzwsmart.com Photo Requirements: • Photos taken at ground level o Photo of Gate Signs showing the tower owner, site name, and number. o Overall tower structure after installation. o Photos of the mount after installation; if the mounts are at different rad elevations, pictures must be provided for all elevations that equipment was installed. • Photos taken at Mount Elevation o Photos showing the safety climb wire rope above and below the mount prior to installation. o Photos showing the climbing facility and safety climb if present. o Photos showing each individual sector after installation. Each entire sector shall be in one photo to show the interconnection of members.  These photos shall also certify that the placement and geometry of the equipment on the mount is as depicted in the antenna placement diagram in this form. o Photos that show the model number of each antenna and piece of equipment installed per sector. Antenna & equipment placement and Geometry Confirmation: • The contractor shall certify that the antenna & equipment placement and geometry is in accordance with the sketch and table as included in the mount analysis and noted below. ☐ The contractor certifies that the photos support and the equipment on the mount is as depicted on the sketch and table included in this form and with the mount analysis provided. OR ☐ The contractor notes that the equipment on the mount is not in accordance with the sketch and has noted the differences below and provided photo documentation of any alterations. Special Instructions / Validation as required from the MA or any other information the contractor deems necessary to share that was identified: Issue: Contractor shall shift mount pipes horizontally in position 1 on all sectors such that it is 24” from position 2 pipe. Reconnect shifted pipes to mount horizontals using existing connection crossover plates, etc. with new bolting hardware. Do not reuse existing bolts. Contractor shall install a new 108” long PIPE 2.5 SCH40 mount pipe position 1 (in all sectors). Install 24” from relocated position 1 pipe. Top of pipe shall be 36” above top face horizontal (match relocated position 1 pipe location on mount). Attach using VZWSMART MSK1 crossover plates. Refer to placement diagrams. Response: Special Instruction Confirmation: ☐ The contractor has read and acknowledges the above special instructions. ☐ All hardware listed in the Special Instructions above (if applicable) has been properly installed, and the existing hardware was inspected. ☐ The material utilized was as specified in the SMART Tool engineering vendor Special Instructions above (if applicable) and included in the material certification folder is a packing list or invoice for these materials. OR ☐ The material utilized was approved by a SMART Tool engineering vendor as an “equivalent” and this approval is included as part of the contractor submission. Comments: Contractor certifies that the climbing facility / safety climb was not damaged prior to starting work: ☐ Yes ☐ No Contractor certifies no new damage created during the current installation: ☐ Yes ☐ No Contractor to certify the condition of the safety climb and verify no damage when leaving the site: ☐ Safety Climb in Good Condition ☐ Safety Climb Damaged Contractor to provide measurement from top of the highest equipment/steel to the bottom of the lowest equipment/steel by documenting it using the most appropriate illustration below along with supporting photos: Illustration #1 Illustration #2 Certifying Individual: Company: Employee Name: Contact Phone: Email: Date: Structure: 5000377172-VZW - SANTA ANA MTSO Sector: Structure Type: Mount Elev: A Self Support 10262525 83.50 11/1/2024 Page: 1 Plan View Front View - Looking at Structure Copyright 2019 by Tower Engineering Solutions, LLC. All Rights Reserved 12345 A10 R5 A2A3 R4 A8 A9 A1 A7 Structure Height Width H Dist Pipe Pipe Ant C. Ant Ant Ref#Model (in)(in)Frm L.#Pos V Pos Frm T.H Off Status Validation A10 39GHz VectaStar NR gNB 17.9 16.1 171 1 a Front 6 0 Added R5 8843 15 13.2 147 2 a Behind 48 0 Retained 06/01/2022 A2 NHH-65B-R2B 72 11.9 123 3 a Front 42 7 Retained 06/01/2022 A3 NHH-65B-R2B 72 11.9 123 3 a Front 42 -7 Retained 06/01/2022 R4 4449 15 13.2 123 3 a Behind 48 0 Retained 06/01/2022 A8 VZ-AIR5331 TB 23.6 12 51 4 a Front 72 0 Retained 06/01/2022 A9 VZ-SM6701 TB Half 20.5 7.9 51 4 a Front 18 0 Retained 06/01/2022 A1 AIR 6449 30.8 16.1 3 5 a Front 13.5 0 Retained 06/01/2022 A7 KRE105281/1 8.4 7.9 3 5 a Front 72.36 0 Retained 06/01/2022 M61 4 ft Std Dish 0 0 Member Retained 06/01/2022 Structure: 5000377172-VZW - SANTA ANA MTSO Sector: Structure Type: Mount Elev: B Self Support 10262525 83.50 11/1/2024 Page: 2 Plan View Front View - Looking at Structure Copyright 2019 by Tower Engineering Solutions, LLC. All Rights Reserved 12345 A10 R5 A2A3 R4 A8 A9 A1 A7 Structure Height Width H Dist Pipe Pipe Ant C. Ant Ant Ref#Model (in)(in)Frm L.#Pos V Pos Frm T.H Off Status Validation A10 39GHz VectaStar NR gNB 17.9 16.1 171 1 a Front 6 0 Added R5 8843 15 13.2 147 2 a Behind 48 0 Retained 06/01/2022 A2 NHH-65B-R2B 72 11.9 123 3 a Front 42 7 Retained 06/01/2022 A3 NHH-65B-R2B 72 11.9 123 3 a Front 42 -7 Retained 06/01/2022 R4 4449 15 13.2 123 3 a Behind 48 0 Retained 06/01/2022 A8 VZ-AIR5331 TB 23.6 12 51 4 a Front 72 0 Retained 06/01/2022 A9 VZ-SM6701 TB Half 20.5 7.9 51 4 a Front 18 0 Retained 06/01/2022 A1 AIR 6449 30.8 16.1 3 5 a Front 13.5 0 Retained 06/01/2022 A7 KRE105281/1 8.4 7.9 3 5 a Front 72.36 0 Retained 06/01/2022 Structure: 5000377172-VZW - SANTA ANA MTSO Sector: Structure Type: Mount Elev: C Self Support 10262525 83.50 11/1/2024 Page: 3 Plan View Front View - Looking at Structure Copyright 2019 by Tower Engineering Solutions, LLC. All Rights Reserved 12345 A10A10 R5 A2A3 R4 A8 A9 A1 A7 Structure Height Width H Dist Pipe Pipe Ant C. Ant Ant Ref#Model (in)(in)Frm L.#Pos V Pos Frm T.H Off Status Validation A10 39GHz VectaStar NR gNB 17.9 16.1 171 1 a Front 6 0 Added A10 39GHz VectaStar NR gNB 17.9 16.1 147 2 a Front 6 0 Added R5 8843 15 13.2 147 2 a Behind 48 0 Retained 06/01/2022 A2 NHH-65B-R2B 72 11.9 123 3 a Front 42 7 Retained 06/01/2022 A3 NHH-65B-R2B 72 11.9 123 3 a Front 42 -7 Retained 06/01/2022 R4 4449 15 13.2 123 3 a Behind 48 0 Retained 06/01/2022 A8 VZ-AIR5331 TB 23.6 12 51 4 a Front 72 0 Retained 06/01/2022 A9 VZ-SM6701 TB Half 20.5 7.9 51 4 a Front 18 0 Retained 06/01/2022 A1 AIR 6449 30.8 16.1 3 5 a Front 13.5 0 Retained 06/01/2022 A7 KRE105281/1 8.4 7.9 3 5 a Front 72.36 0 Retained 06/01/2022 Colliers Engineering & De… enieto Project No. 10262525 5000377172-VZW_MT_LOT_SectorC_H SK-1 Nov 01, 2024 at 10:28 PM 5000377172-VZW_MT_LOT… Colliers Engineering & De… enieto Project No. 10262525 5000377172-VZW_MT_LOT_SectorC_H SK-2 Nov 01, 2024 at 10:29 PM 5000377172-VZW_MT_LOT… Colliers Engineering & De… enieto Project No. 10262525 5000377172-VZW_MT_LOT_SectorC_H SK-3 Nov 01, 2024 at 10:30 PM 5000377172-VZW_MT_LOT… Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 1 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Point Distributed 1 Antenna D None 48 2 Antenna Di None 3 Antenna Wo (0 Deg)None 48 4 Antenna Wo (30 Deg)None 48 5 Antenna Wo (60 Deg)None 48 6 Antenna Wo (90 Deg)None 48 7 Antenna Wo (120 Deg)None 48 8 Antenna Wo (150 Deg)None 48 9 Antenna Wo (180 Deg)None 48 10 Antenna Wo (210 Deg)None 48 11 Antenna Wo (240 Deg)None 48 12 Antenna Wo (270 Deg)None 48 13 Antenna Wo (300 Deg)None 48 14 Antenna Wo (330 Deg)None 48 15 Antenna Wi (0 Deg)None 16 Antenna Wi (30 Deg)None 17 Antenna Wi (60 Deg)None 18 Antenna Wi (90 Deg)None 19 Antenna Wi (120 Deg)None 20 Antenna Wi (150 Deg)None 21 Antenna Wi (180 Deg)None 22 Antenna Wi (210 Deg)None 23 Antenna Wi (240 Deg)None 24 Antenna Wi (270 Deg)None 25 Antenna Wi (300 Deg)None 26 Antenna Wi (330 Deg)None 27 Antenna Wm (0 Deg)None 48 28 Antenna Wm (30 Deg)None 48 29 Antenna Wm (60 Deg)None 48 30 Antenna Wm (90 Deg)None 48 31 Antenna Wm (120 Deg)None 48 32 Antenna Wm (150 Deg)None 48 33 Antenna Wm (180 Deg)None 48 34 Antenna Wm (210 Deg)None 48 35 Antenna Wm (240 Deg)None 48 36 Antenna Wm (270 Deg)None 48 37 Antenna Wm (300 Deg)None 48 38 Antenna Wm (330 Deg)None 48 39 Structure D None -1 40 Structure Di None 41 Structure Wo (0 Deg)None 76 42 Structure Wo (30 Deg)None 76 43 Structure Wo (60 Deg)None 76 44 Structure Wo (90 Deg)None 76 45 Structure Wo (120 Deg)None 76 46 Structure Wo (150 Deg)None 76 47 Structure Wo (180 Deg)None 76 48 Structure Wo (210 Deg)None 76 49 Structure Wo (240 Deg)None 76 50 Structure Wo (270 Deg)None 76 51 Structure Wo (300 Deg)None 76 52 Structure Wo (330 Deg)None 76 53 Structure Wi (0 Deg)None 76 54 Structure Wi (30 Deg)None 76 55 Structure Wi (60 Deg)None 76 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 2 Basic Load Cases (Continued) BLC Description Category X Gravity Y Gravity Z Gravity Point Distributed 56 Structure Wi (90 Deg)None 76 57 Structure Wi (120 Deg)None 76 58 Structure Wi (150 Deg)None 76 59 Structure Wi (180 Deg)None 76 60 Structure Wi (210 Deg)None 76 61 Structure Wi (240 Deg)None 76 62 Structure Wi (270 Deg)None 76 63 Structure Wi (300 Deg)None 76 64 Structure Wi (330 Deg)None 76 65 Structure Wm (0 Deg)None 76 66 Structure Wm (30 Deg)None 76 67 Structure Wm (60 Deg)None 76 68 Structure Wm (90 Deg)None 76 69 Structure Wm (120 Deg)None 76 70 Structure Wm (150 Deg)None 76 71 Structure Wm (180 Deg)None 76 72 Structure Wm (210 Deg)None 76 73 Structure Wm (240 Deg)None 76 74 Structure Wm (270 Deg)None 76 75 Structure Wm (300 Deg)None 76 76 Structure Wm (330 Deg)None 76 77 Lm1 None 1 78 Lm2 None 1 79 Lv1 None 1 80 Lv2 None 1 81 Antenna Ev None 48 82 Antenna Eh (0 Deg)None 32 83 Antenna Eh (90 Deg)None 32 84 Structure Ev ELY -0.209 85 Structure Eh (0 Deg)ELZ -0.522 86 Structure Eh (90 Deg)ELX 0.522 Load Combinations Description SolveP-DeltaBLCFactorBLCFactorBLCFactor BLCFactorBLCFactorBLCFactor BLC FactorBLCFactor 1 1.2D+1.0Wo (0 Deg)Yes Y 1 1.2 39 1.2 3 1 41 1 2 1.2D+1.0Wo (30 Deg)Yes Y 1 1.2 39 1.2 4 1 42 1 3 1.2D+1.0Wo (60 Deg)Yes Y 1 1.2 39 1.2 5 1 43 1 4 1.2D+1.0Wo (90 Deg)Yes Y 1 1.2 39 1.2 6 1 44 1 5 1.2D+1.0Wo (120 Deg)Yes Y 1 1.2 39 1.2 7 1 45 1 6 1.2D+1.0Wo (150 Deg)Yes Y 1 1.2 39 1.2 8 1 46 1 7 1.2D+1.0Wo (180 Deg)Yes Y 1 1.2 39 1.2 9 1 47 1 8 1.2D+1.0Wo (210 Deg)Yes Y 1 1.2 39 1.2 10 1 48 1 9 1.2D+1.0Wo (240 Deg)Yes Y 1 1.2 39 1.2 11 1 49 1 10 1.2D+1.0Wo (270 Deg)Yes Y 1 1.2 39 1.2 12 1 50 1 11 1.2D+1.0Wo (300 Deg)Yes Y 1 1.2 39 1.2 13 1 51 1 12 1.2D+1.0Wo (330 Deg)Yes Y 1 1.2 39 1.2 14 1 52 1 13 1.2D + 1.0Di + 1.0Wi (0 Deg)Yes Y 1 1.2 39 1.2 2 1 40 1 15 1 53 1 14 1.2D + 1.0Di + 1.0Wi (30 Deg)Yes Y 1 1.2 39 1.2 2 1 40 1 16 1 54 1 15 1.2D + 1.0Di + 1.0Wi (60 Deg)Yes Y 1 1.2 39 1.2 2 1 40 1 17 1 55 1 16 1.2D + 1.0Di + 1.0Wi (90 Deg)Yes Y 1 1.2 39 1.2 2 1 40 1 18 1 56 1 17 1.2D + 1.0Di + 1.0Wi (120 Deg)Yes Y 1 1.2 39 1.2 2 1 40 1 19 1 57 1 18 1.2D + 1.0Di + 1.0Wi (150 Deg)Yes Y 1 1.2 39 1.2 2 1 40 1 20 1 58 1 19 1.2D + 1.0Di + 1.0Wi (180 Deg)Yes Y 1 1.2 39 1.2 2 1 40 1 21 1 59 1 20 1.2D + 1.0Di + 1.0Wi (210 Deg)Yes Y 1 1.2 39 1.2 2 1 40 1 22 1 60 1 21 1.2D + 1.0Di + 1.0Wi (240 Deg)Yes Y 1 1.2 39 1.2 2 1 40 1 23 1 61 1 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 3 Load Combinations (Continued) Description SolveP-DeltaBLCFactorBLCFactorBLCFactor BLCFactorBLCFactorBLCFactor BLC FactorBLCFactor 22 1.2D + 1.0Di + 1.0Wi (270 Deg)Yes Y 1 1.2 39 1.2 2 1 40 1 24 1 62 1 23 1.2D + 1.0Di + 1.0Wi (300 Deg)Yes Y 1 1.2 39 1.2 2 1 40 1 25 1 63 1 24 1.2D + 1.0Di + 1.0Wi (330 Deg)Yes Y 1 1.2 39 1.2 2 1 40 1 26 1 64 1 25 1.2D + 1.5Lm1 + 1.0Wm (0 Deg)Yes Y 1 1.2 39 1.2 77 1.5 27 1 65 1 26 1.2D + 1.5Lm1 + 1.0Wm (30 Deg)Yes Y 1 1.2 39 1.2 77 1.5 28 1 66 1 27 1.2D + 1.5Lm1 + 1.0Wm (60 Deg)Yes Y 1 1.2 39 1.2 77 1.5 29 1 67 1 28 1.2D + 1.5Lm1 + 1.0Wm (90 Deg)Yes Y 1 1.2 39 1.2 77 1.5 30 1 68 1 29 1.2D + 1.5Lm1 + 1.0Wm (120 Deg)Yes Y 1 1.2 39 1.2 77 1.5 31 1 69 1 30 1.2D + 1.5Lm1 + 1.0Wm (150 Deg)Yes Y 1 1.2 39 1.2 77 1.5 32 1 70 1 31 1.2D + 1.5Lm1 + 1.0Wm (180 Deg)Yes Y 1 1.2 39 1.2 77 1.5 33 1 71 1 32 1.2D + 1.5Lm1 + 1.0Wm (210 Deg)Yes Y 1 1.2 39 1.2 77 1.5 34 1 72 1 33 1.2D + 1.5Lm1 + 1.0Wm (240 Deg)Yes Y 1 1.2 39 1.2 77 1.5 35 1 73 1 34 1.2D + 1.5Lm1 + 1.0Wm (270 Deg)Yes Y 1 1.2 39 1.2 77 1.5 36 1 74 1 35 1.2D + 1.5Lm1 + 1.0Wm (300 Deg)Yes Y 1 1.2 39 1.2 77 1.5 37 1 75 1 36 1.2D + 1.5Lm1 + 1.0Wm (330 Deg)Yes Y 1 1.2 39 1.2 77 1.5 38 1 76 1 37 1.2D + 1.5Lm2 + 1.0Wm (0 Deg)Yes Y 1 1.2 39 1.2 78 1.5 27 1 65 1 38 1.2D + 1.5Lm2 + 1.0Wm (30 Deg)Yes Y 1 1.2 39 1.2 78 1.5 28 1 66 1 39 1.2D + 1.5Lm2 + 1.0Wm (60 Deg)Yes Y 1 1.2 39 1.2 78 1.5 29 1 67 1 40 1.2D + 1.5Lm2 + 1.0Wm (90 Deg)Yes Y 1 1.2 39 1.2 78 1.5 30 1 68 1 41 1.2D + 1.5Lm2 + 1.0Wm (120 Deg)Yes Y 1 1.2 39 1.2 78 1.5 31 1 69 1 42 1.2D + 1.5Lm2 + 1.0Wm (150 Deg)Yes Y 1 1.2 39 1.2 78 1.5 32 1 70 1 43 1.2D + 1.5Lm2 + 1.0Wm (180 Deg)Yes Y 1 1.2 39 1.2 78 1.5 33 1 71 1 44 1.2D + 1.5Lm2 + 1.0Wm (210 Deg)Yes Y 1 1.2 39 1.2 78 1.5 34 1 72 1 45 1.2D + 1.5Lm2 + 1.0Wm (240 Deg)Yes Y 1 1.2 39 1.2 78 1.5 35 1 73 1 46 1.2D + 1.5Lm2 + 1.0Wm (270 Deg)Yes Y 1 1.2 39 1.2 78 1.5 36 1 74 1 47 1.2D + 1.5Lm2 + 1.0Wm (300 Deg)Yes Y 1 1.2 39 1.2 78 1.5 37 1 75 1 48 1.2D + 1.5Lm2 + 1.0Wm (330 Deg)Yes Y 1 1.2 39 1.2 78 1.5 38 1 76 1 49 1.2D + 1.5Lv1 Yes Y 1 1.2 39 1.2 79 1.5 50 1.2D + 1.5Lv2 Yes Y 1 1.2 39 1.2 80 1.5 51 1.4D Yes Y 1 1.4 39 1.4 52 1.2D + 1.0Ev + 1.0Eh (0 Deg)Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 1 83 ELZ 1 ELX 53 1.2D + 1.0Ev + 1.0Eh (30 Deg)Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 0.866 83 0.5 ELZ 0.866 ELX 0.5 54 1.2D + 1.0Ev + 1.0Eh (60 Deg)Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 0.5 83 0.866 ELZ 0.5 ELX 0.866 55 1.2D + 1.0Ev + 1.0Eh (90 Deg)Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 83 1 ELZ ELX 1 56 1.2D + 1.0Ev + 1.0Eh (120 Deg)Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 -0.5 83 0.866 ELZ -0.5 ELX 0.866 57 1.2D + 1.0Ev + 1.0Eh (150 Deg)Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 -0.866 83 0.5 ELZ -0.866 ELX 0.5 58 1.2D + 1.0Ev + 1.0Eh (180 Deg)Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 -1 83 ELZ -1 ELX 59 1.2D + 1.0Ev + 1.0Eh (210 Deg)Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 -0.866 83 -0.5 ELZ -0.866 ELX -0.5 60 1.2D + 1.0Ev + 1.0Eh (240 Deg)Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 -0.5 83 -0.866 ELZ -0.5 ELX -0.866 61 1.2D + 1.0Ev + 1.0Eh (270 Deg)Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 83 -1 ELZ ELX -1 62 1.2D + 1.0Ev + 1.0Eh (300 Deg)Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 0.5 83 -0.866 ELZ 0.5 ELX -0.866 63 1.2D + 1.0Ev + 1.0Eh (330 Deg)Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 0.866 83 -0.5 ELZ 0.866 ELX -0.5 64 0.9D - 1.0Ev + 1.0Eh (0 Deg)Yes Y 1 0.9 39 0.9 81 -1 ELY -1 82 1 83 ELZ 1 ELX 65 0.9D - 1.0Ev + 1.0Eh (30 Deg)Yes Y 1 0.9 39 0.9 81 -1 ELY -1 82 0.866 83 0.5 ELZ 0.866 ELX 0.5 66 0.9D - 1.0Ev + 1.0Eh (60 Deg)Yes Y 1 0.9 39 0.9 81 -1 ELY -1 82 0.5 83 0.866 ELZ 0.5 ELX 0.866 67 0.9D - 1.0Ev + 1.0Eh (90 Deg)Yes Y 1 0.9 39 0.9 81 -1 ELY -1 82 83 1 ELZ ELX 1 68 0.9D - 1.0Ev + 1.0Eh (120 Deg)Yes Y 1 0.9 39 0.9 81 -1 ELY -1 82 -0.5 83 0.866 ELZ -0.5 ELX 0.866 69 0.9D - 1.0Ev + 1.0Eh (150 Deg)Yes Y 1 0.9 39 0.9 81 -1 ELY -1 82 -0.866 83 0.5 ELZ -0.866 ELX 0.5 70 0.9D - 1.0Ev + 1.0Eh (180 Deg)Yes Y 1 0.9 39 0.9 81 -1 ELY -1 82 -1 83 ELZ -1 ELX 71 0.9D - 1.0Ev + 1.0Eh (210 Deg)Yes Y 1 0.9 39 0.9 81 -1 ELY -1 82 -0.866 83 -0.5 ELZ -0.866 ELX -0.5 72 0.9D - 1.0Ev + 1.0Eh (240 Deg)Yes Y 1 0.9 39 0.9 81 -1 ELY -1 82 -0.5 83 -0.866 ELZ -0.5 ELX -0.866 73 0.9D - 1.0Ev + 1.0Eh (270 Deg)Yes Y 1 0.9 39 0.9 81 -1 ELY -1 82 83 -1 ELZ ELX -1 74 0.9D - 1.0Ev + 1.0Eh (300 Deg)Yes Y 1 0.9 39 0.9 81 -1 ELY -1 82 0.5 83 -0.866 ELZ 0.5 ELX -0.866 75 0.9D - 1.0Ev + 1.0Eh (330 Deg)Yes Y 1 0.9 39 0.9 81 -1 ELY -1 82 0.866 83 -0.5 ELZ 0.866 ELX -0.5 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 4 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rule Area [in²] Iyy [in⁴] Izz [in⁴] J [in⁴] 1 Face Horizontals PIPE_2.0X None None A572 Gr.50 Typical 1.4 0.827 0.827 1.65 2 V Horizontals PIPE_2.0X None None A572 Gr.50 Typical 1.4 0.827 0.827 1.65 3 Standoff Inner Bracing SR_0.75 None None A572 Gr.50 Typical 0.442 0.016 0.016 0.031 4 Standoff Plate PL1/2X3.6875 None None A572 Gr.50 Typical 1.844 0.038 2.089 0.141 5 Face Horizontal Plate PL1/2X6 None None A572 Gr.50 Typical 3 0.062 9 0.237 6 Tower Connection Plate PL5/8X5.625 HBrace RECT A572 Gr.50 Typical 3.516 0.114 9.27 0.426 7 Mount Pipe (P2 STD)PIPE_2.0 None None A53 Gr. B Typical 1.02 0.627 0.627 1.25 8 Mount Pipe (P2.5 STD)PIPE_2.5 None None A53 Gr. B Typical 1.61 1.45 1.45 2.89 9 Mast Pipe PIPE_4.0 None None A53 Gr. B Typical 2.96 6.82 6.82 13.6 10 Mast Pipe W connection W6X15 None None A36 Gr.36 Typical 4.43 9.32 29.1 0.101 11 5/8 Rod SR_0.625 None None A36 Gr.36 Typical 0.307 0.007 0.007 0.015 12 Tieback PIPE_2.0 None None A53 Gr. B Typical 1.02 0.627 0.627 1.25 13 Walkway Vertical PIPE_1.5 None None A53 Gr. B Typical 0.749 0.293 0.293 0.586 14 Walkway SABREWALKWAY Beam Channel A36 Gr.36 Typical 3.875 0.916 66.206 0.078 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 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 2 A53 Gr. B 29000 11154 0.3 0.65 0.49 35 1.5 60 1.2 3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 4 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 5 A500 Gr. B 42 29000 11154 0.3 0.65 0.49 42 1.4 58 1.3 6 A500 Gr. B 46 29000 11154 0.3 0.65 0.49 46 1.4 58 1.3 7 A500 Gr.42 29000 11154 0.3 0.65 0.49 42 1.4 58 1.3 8 A500 Gr.46 29000 11154 0.3 0.65 0.49 46 1.4 58 1.3 9 A500 Gr. C 29000 11154 0.3 0.65 0.49 50 1.5 62 1.2 Member Primary Data Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 1 M61 N95 N96 15 Mast Pipe None None A53 Gr. B Typical 2 M62 N97 N98 RIGID None None RIGID Typical 3 M63 N99 N100 RIGID None None RIGID Typical 4 M77 N115 N116 Face Horizontals None None A572 Gr.50 Typical 5 M78 N117 N118 Face Horizontals None None A572 Gr.50 Typical 6 M79 N126 N134 RIGID None None RIGID Typical 7 M80 N125 N133 RIGID None None RIGID Typical 8 M81 N119 N127 RIGID None None RIGID Typical 9 M82 N120 N128 RIGID None None RIGID Typical 10 M83 N122 N130 RIGID None None RIGID Typical 11 M84 N124 N132 RIGID None None RIGID Typical 12 M85 N123 N131 RIGID None None RIGID Typical 13 M86 N121 N129 RIGID None None RIGID Typical 14 MP5A N138 N142 Mount Pipe (P2.5 STD)None None A53 Gr. B Typical 15 MP4A N135 N139 Mount Pipe (P2.5 STD)None None A53 Gr. B Typical 16 MP3A N136 N140 Mount Pipe (P2.5 STD)None None A53 Gr. B Typical 17 MP1A N137 N141 Mount Pipe (P2.5 STD)None None A53 Gr. B Typical 18 M91 N150 N169 90 Standoff Plate None None A572 Gr.50 Typical 19 M92 N152 N170 90 Standoff Plate None None A572 Gr.50 Typical 20 M93 N151 N171 90 Standoff Plate None None A572 Gr.50 Typical 21 M94 N149 N172 90 Standoff Plate None None A572 Gr.50 Typical 22 M95 N147 N93 RIGID None None RIGID Typical 23 M96 N148 N94 RIGID None None RIGID Typical Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 5 Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 24 M97 N150 N144 90 Face Horizontal Plate None None A572 Gr.50 Typical 25 M98 N149 N143 90 Face Horizontal Plate None None A572 Gr.50 Typical 26 M99 N151 N145 90 Face Horizontal Plate None None A572 Gr.50 Typical 27 M100 N152 N146 90 Face Horizontal Plate None None A572 Gr.50 Typical 28 M101 N164 N165 Standoff Inner Bracing None None A572 Gr.50 Typical 29 M102 N168 N161 Standoff Inner Bracing None None A572 Gr.50 Typical 30 M103 N158 N159 Standoff Inner Bracing None None A572 Gr.50 Typical 31 M104 N163 N166 Standoff Inner Bracing None None A572 Gr.50 Typical 32 M105 N167 N162 Standoff Inner Bracing None None A572 Gr.50 Typical 33 M106 N157 N160 Standoff Inner Bracing None None A572 Gr.50 Typical 34 M107 N169 N173 V Horizontals None None A572 Gr.50 Typical 35 M108 N170 N174 V Horizontals None None A572 Gr.50 Typical 36 M109 N171 N175 V Horizontals None None A572 Gr.50 Typical 37 M110 N172 N176 V Horizontals None None A572 Gr.50 Typical 38 M111 N173 N154 90 Standoff Plate None None A572 Gr.50 Typical 39 M112 N174 N156 90 Standoff Plate None None A572 Gr.50 Typical 40 M113 N175 N155 90 Standoff Plate None None A572 Gr.50 Typical 41 M114 N176 N153 90 Standoff Plate None None A572 Gr.50 Typical 42 M115 N154 N156 90 Tower Connection Plate HBrace RECT A572 Gr.50 Typical 43 M116 N153 N155 90 Tower Connection Plate HBrace RECT A572 Gr.50 Typical 44 M117 N183 N184 90 Walkway Beam Channel A36 Gr.36 Typical 45 M118 N179 N182 Walkway Vertical None None A53 Gr. B Typical 46 M119 N178 N181 Walkway Vertical None None A53 Gr. B Typical 47 M120 N177 N180 Walkway Vertical None None A53 Gr. B Typical 48 M184 N151 N90 Tieback None None A53 Gr. B Typical 49 M186 N152 N89 Tieback None None A53 Gr. B Typical 50 M50 N83 N84 RIGID None None RIGID Typical 51 M51 N85 N86 RIGID None None RIGID Typical 52 MP2A N87 N88 Mount Pipe (P2.5 STD)None None A53 Gr. B Typical Member Advanced Data Label I Release J Release Col-Wall Vert Release I Offset [in] J Offset [in] Physical Deflection Ratio Options Seismic DR 1 M61 Yes ** NA **None 2 M62 Yes ** NA **None 3 M63 Yes ** NA **None 4 M77 Yes ** NA **None 5 M78 Yes ** NA **None 6 M79 Yes ** NA **None 7 M80 Yes ** NA **None 8 M81 Yes ** NA **None 9 M82 Yes ** NA **None 10 M83 Yes ** NA **None 11 M84 Yes ** NA **None 12 M85 Yes ** NA **None 13 M86 Yes ** NA **None 14 MP5A Yes ** NA **None 15 MP4A Yes ** NA **None 16 MP3A Yes ** NA **None 17 MP1A Yes ** NA **None 18 M91 BenPIN Yes ** NA **None 19 M92 BenPIN Yes ** NA **None 20 M93 BenPIN Yes ** NA **None 21 M94 BenPIN Yes ** NA **None 22 M95 Yes ** NA **None 23 M96 Yes ** NA **None Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 6 Member Advanced Data (Continued) Label I Release J Release Col-Wall Vert Release I Offset [in] J Offset [in] Physical Deflection Ratio Options Seismic DR 24 M97 3 Yes ** NA **None 25 M98 3 Yes ** NA **None 26 M99 3 Yes ** NA **None 27 M100 3 Yes ** NA **None 28 M101 BenPIN BenPIN Yes ** NA **None 29 M102 BenPIN BenPIN Yes ** NA **None 30 M103 BenPIN BenPIN Yes ** NA **None 31 M104 BenPIN BenPIN Yes ** NA **None 32 M105 BenPIN BenPIN Yes ** NA **None 33 M106 BenPIN BenPIN Yes ** NA **None 34 M107 OOOOOX Yes ** NA **None 35 M108 OOOOOX Yes ** NA **None 36 M109 OOOOOX Yes ** NA **None 37 M110 OOOOOX Yes ** NA **None 38 M111 Yes ** NA **None 39 M112 Yes ** NA **None 40 M113 Yes ** NA **None 41 M114 Yes ** NA **None 42 M115 2.5 2.5 Yes ** NA **None 43 M116 2.5 2.5 Yes ** NA **None 44 M117 Yes Default None 45 M118 Yes ** NA **None 46 M119 Yes ** NA **None 47 M120 Yes ** NA **None 48 M184 BenPIN Yes ** NA **None 49 M186 BenPIN Yes ** NA **None 50 M50 Yes ** NA **None 51 M51 Yes ** NA **None 52 MP2A Yes ** NA **None Member Point Loads (BLC 1 : Antenna D) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A Y -44 0.25 2 MP5A My 0.011 0.25 3 MP5A Mz -0.019 0.25 4 MP5A Y -44 2 5 MP5A My 0.011 2 6 MP5A Mz -0.019 2 7 MP3A Y -21.85 1 8 MP3A My -0.011 1 9 MP3A Mz 0.013 1 10 MP3A Y -21.85 6 11 MP3A My -0.011 6 12 MP3A Mz 0.013 6 13 MP3A Y -21.85 1 14 MP3A My -0.011 1 15 MP3A Mz -0.013 1 16 MP3A Y -21.85 6 17 MP3A My -0.011 6 18 MP3A Mz -0.013 6 19 MP3A Y -70 4 20 MP3A My 0.035 4 21 MP3A Mz 0 4 22 MP2A Y -75 4 23 MP2A My 0.037 4 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 7 Member Point Loads (BLC 1 : Antenna D) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 24 MP2A Mz 0 4 25 MP5A Y -11.1 6.03 26 MP5A My -0.006 6.03 27 MP5A Mz 0 6.03 28 MP4A Y -15 5 29 MP4A My -0.007 5 30 MP4A Mz 0 5 31 MP4A Y -15 7 32 MP4A My -0.007 7 33 MP4A Mz 0 7 34 MP4A Y -14.5 0.5 35 MP4A My -0.007 0.5 36 MP4A Mz 0 0.5 37 MP4A Y -14.5 2.5 38 MP4A My -0.007 2.5 39 MP4A Mz 0 2.5 40 MP1A Y -52.5 0.5 41 MP1A My -0.005 0.5 42 MP1A Mz 0.026 0.5 43 MP2A Y -52.5 0.5 44 MP2A My -0.026 0.5 45 MP2A Mz -0.005 0.5 46 M61 Y -188 9 47 M61 My 0 9 48 M61 Mz 0 9 Member Point Loads (BLC 3 : Antenna Wo (0 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X 0 0.25 2 MP5A Z -28.419 0.25 3 MP5A Mx 0.012 0.25 4 MP5A X 0 2 5 MP5A Z -28.419 2 6 MP5A Mx 0.012 2 7 MP3A X 0 1 8 MP3A Z -50.256 1 9 MP3A Mx -0.029 1 10 MP3A X 0 6 11 MP3A Z -50.256 6 12 MP3A Mx -0.029 6 13 MP3A X 0 1 14 MP3A Z -50.256 1 15 MP3A Mx 0.029 1 16 MP3A X 0 6 17 MP3A Z -50.256 6 18 MP3A Mx 0.029 6 19 MP3A X 0 4 20 MP3A Z -31.838 4 21 MP3A Mx 0 4 22 MP2A X 0 4 23 MP2A Z -30.542 4 24 MP2A Mx 0 4 25 MP5A X 0 6.03 26 MP5A Z -10.128 6.03 27 MP5A Mx 0 6.03 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 8 Member Point Loads (BLC 3 : Antenna Wo (0 Deg)) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 28 MP4A X 0 5 29 MP4A Z -21.767 5 30 MP4A Mx 0 5 31 MP4A X 0 7 32 MP4A Z -21.767 7 33 MP4A Mx 0 7 34 MP4A X 0 0.5 35 MP4A Z -12.579 0.5 36 MP4A Mx 0 0.5 37 MP4A X 0 2.5 38 MP4A Z -12.579 2.5 39 MP4A Mx 0 2.5 40 MP1A X 0 0.5 41 MP1A Z -25.44 0.5 42 MP1A Mx -0.013 0.5 43 MP2A X 0 0.5 44 MP2A Z -43.835 0.5 45 MP2A Mx 0.004 0.5 46 M61 X 0 9 47 M61 Z -375.379 9 48 M61 Mx 0 9 Member Point Loads (BLC 4 : Antenna Wo (30 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X 12.651 0.25 2 MP5A Z -21.913 0.25 3 MP5A Mx 0.013 0.25 4 MP5A X 12.651 2 5 MP5A Z -21.913 2 6 MP5A Mx 0.013 2 7 MP3A X 21.541 1 8 MP3A Z -37.311 1 9 MP3A Mx -0.033 1 10 MP3A X 21.541 6 11 MP3A Z -37.311 6 12 MP3A Mx -0.033 6 13 MP3A X 21.541 1 14 MP3A Z -37.311 1 15 MP3A Mx 0.011 1 16 MP3A X 21.541 6 17 MP3A Z -37.311 6 18 MP3A Mx 0.011 6 19 MP3A X 14.716 4 20 MP3A Z -25.488 4 21 MP3A Mx 0.007 4 22 MP2A X 14.664 4 23 MP2A Z -25.398 4 24 MP2A Mx 0.007 4 25 MP5A X 4.604 6.03 26 MP5A Z -7.974 6.03 27 MP5A Mx -0.002 6.03 28 MP4A X 9.246 5 29 MP4A Z -16.014 5 30 MP4A Mx -0.005 5 31 MP4A X 9.246 7 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 9 Member Point Loads (BLC 4 : Antenna Wo (30 Deg)) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 32 MP4A Z -16.014 7 33 MP4A Mx -0.005 7 34 MP4A X 5.753 0.5 35 MP4A Z -9.965 0.5 36 MP4A Mx -0.003 0.5 37 MP4A X 5.753 2.5 38 MP4A Z -9.965 2.5 39 MP4A Mx -0.003 2.5 40 MP1A X 13.57 0.5 41 MP1A Z -23.504 0.5 42 MP1A Mx -0.013 0.5 43 MP2A X 21.068 0.5 44 MP2A Z -36.49 0.5 45 MP2A Mx -0.007 0.5 46 M61 X 170.887 9 47 M61 Z -295.985 9 48 M61 Mx 0 9 Member Point Loads (BLC 5 : Antenna Wo (60 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X 24.611 0.25 2 MP5A Z -14.209 0.25 3 MP5A Mx 0.012 0.25 4 MP5A X 24.611 2 5 MP5A Z -14.209 2 6 MP5A Mx 0.012 2 7 MP3A X 24.887 1 8 MP3A Z -14.369 1 9 MP3A Mx -0.021 1 10 MP3A X 24.887 6 11 MP3A Z -14.369 6 12 MP3A Mx -0.021 6 13 MP3A X 24.887 1 14 MP3A Z -14.369 1 15 MP3A Mx -0.004 1 16 MP3A X 24.887 6 17 MP3A Z -14.369 6 18 MP3A Mx -0.004 6 19 MP3A X 21.32 4 20 MP3A Z -12.309 4 21 MP3A Mx 0.011 4 22 MP2A X 23.294 4 23 MP2A Z -13.449 4 24 MP2A Mx 0.012 4 25 MP5A X 6.379 6.03 26 MP5A Z -3.683 6.03 27 MP5A Mx -0.003 6.03 28 MP4A X 10.34 5 29 MP4A Z -5.97 5 30 MP4A Mx -0.005 5 31 MP4A X 10.34 7 32 MP4A Z -5.97 7 33 MP4A Mx -0.005 7 34 MP4A X 8.106 0.5 35 MP4A Z -4.68 0.5 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 10 Member Point Loads (BLC 5 : Antenna Wo (60 Deg)) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 36 MP4A Mx -0.004 0.5 37 MP4A X 8.106 2.5 38 MP4A Z -4.68 2.5 39 MP4A Mx -0.004 2.5 40 MP1A X 31.469 0.5 41 MP1A Z -18.169 0.5 42 MP1A Mx -0.012 0.5 43 MP2A X 28.525 0.5 44 MP2A Z -16.469 0.5 45 MP2A Mx -0.013 0.5 46 M61 X 138.494 9 47 M61 Z -79.96 9 48 M61 Mx 0 9 Member Point Loads (BLC 6 : Antenna Wo (90 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X 34.651 0.25 2 MP5A Z 0 0.25 3 MP5A Mx 0.009 0.25 4 MP5A X 34.651 2 5 MP5A Z 0 2 6 MP5A Mx 0.009 2 7 MP3A X 21.565 1 8 MP3A Z 0 1 9 MP3A Mx -0.011 1 10 MP3A X 21.565 6 11 MP3A Z 0 6 12 MP3A Mx -0.011 6 13 MP3A X 21.565 1 14 MP3A Z 0 1 15 MP3A Mx -0.011 1 16 MP3A X 21.565 6 17 MP3A Z 0 6 18 MP3A Mx -0.011 6 19 MP3A X 22.212 4 20 MP3A Z 0 4 21 MP3A Mx 0.011 4 22 MP2A X 25.683 4 23 MP2A Z 0 4 24 MP2A Mx 0.013 4 25 MP5A X 6.445 6.03 26 MP5A Z 0 6.03 27 MP5A Mx -0.003 6.03 28 MP4A X 8.663 5 29 MP4A Z 0 5 30 MP4A Mx -0.004 5 31 MP4A X 8.663 7 32 MP4A Z 0 7 33 MP4A Mx -0.004 7 34 MP4A X 8.286 0.5 35 MP4A Z 0 0.5 36 MP4A Mx -0.004 0.5 37 MP4A X 8.286 2.5 38 MP4A Z 0 2.5 39 MP4A Mx -0.004 2.5 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 11 Member Point Loads (BLC 6 : Antenna Wo (90 Deg)) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 40 MP1A X 43.835 0.5 41 MP1A Z 0 0.5 42 MP1A Mx -0.004 0.5 43 MP2A X 25.44 0.5 44 MP2A Z 0 0.5 45 MP2A Mx -0.013 0.5 46 M61 X 11.671 9 47 M61 Z 0 9 48 M61 Mx 0 9 Member Point Loads (BLC 7 : Antenna Wo (120 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X 32.708 0.25 2 MP5A Z 18.884 0.25 3 MP5A Mx 0 0.25 4 MP5A X 32.708 2 5 MP5A Z 18.884 2 6 MP5A Mx 0 2 7 MP3A X 24.887 1 8 MP3A Z 14.369 1 9 MP3A Mx -0.004 1 10 MP3A X 24.887 6 11 MP3A Z 14.369 6 12 MP3A Mx -0.004 6 13 MP3A X 24.887 1 14 MP3A Z 14.369 1 15 MP3A Mx -0.021 1 16 MP3A X 24.887 6 17 MP3A Z 14.369 6 18 MP3A Mx -0.021 6 19 MP3A X 21.32 4 20 MP3A Z 12.309 4 21 MP3A Mx 0.011 4 22 MP2A X 23.294 4 23 MP2A Z 13.449 4 24 MP2A Mx 0.012 4 25 MP5A X 6.379 6.03 26 MP5A Z 3.683 6.03 27 MP5A Mx -0.003 6.03 28 MP4A X 10.34 5 29 MP4A Z 5.97 5 30 MP4A Mx -0.005 5 31 MP4A X 10.34 7 32 MP4A Z 5.97 7 33 MP4A Mx -0.005 7 34 MP4A X 8.106 0.5 35 MP4A Z 4.68 0.5 36 MP4A Mx -0.004 0.5 37 MP4A X 8.106 2.5 38 MP4A Z 4.68 2.5 39 MP4A Mx -0.004 2.5 40 MP1A X 36.49 0.5 41 MP1A Z 21.068 0.5 42 MP1A Mx 0.007 0.5 43 MP2A X 23.504 0.5 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 12 Member Point Loads (BLC 7 : Antenna Wo (120 Deg)) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 44 MP2A Z 13.57 0.5 45 MP2A Mx -0.013 0.5 46 M61 X 39.21 9 47 M61 Z 22.638 9 48 M61 Mx 0 9 Member Point Loads (BLC 8 : Antenna Wo (150 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X 17.326 0.25 2 MP5A Z 30.009 0.25 3 MP5A Mx -0.009 0.25 4 MP5A X 17.326 2 5 MP5A Z 30.009 2 6 MP5A Mx -0.009 2 7 MP3A X 21.541 1 8 MP3A Z 37.311 1 9 MP3A Mx 0.011 1 10 MP3A X 21.541 6 11 MP3A Z 37.311 6 12 MP3A Mx 0.011 6 13 MP3A X 21.541 1 14 MP3A Z 37.311 1 15 MP3A Mx -0.033 1 16 MP3A X 21.541 6 17 MP3A Z 37.311 6 18 MP3A Mx -0.033 6 19 MP3A X 14.716 4 20 MP3A Z 25.488 4 21 MP3A Mx 0.007 4 22 MP2A X 14.664 4 23 MP2A Z 25.398 4 24 MP2A Mx 0.007 4 25 MP5A X 4.604 6.03 26 MP5A Z 7.974 6.03 27 MP5A Mx -0.002 6.03 28 MP4A X 9.246 5 29 MP4A Z 16.014 5 30 MP4A Mx -0.005 5 31 MP4A X 9.246 7 32 MP4A Z 16.014 7 33 MP4A Mx -0.005 7 34 MP4A X 5.753 0.5 35 MP4A Z 9.965 0.5 36 MP4A Mx -0.003 0.5 37 MP4A X 5.753 2.5 38 MP4A Z 9.965 2.5 39 MP4A Mx -0.003 2.5 40 MP1A X 16.469 0.5 41 MP1A Z 28.525 0.5 42 MP1A Mx 0.013 0.5 43 MP2A X 18.169 0.5 44 MP2A Z 31.469 0.5 45 MP2A Mx -0.012 0.5 46 M61 X 113.565 9 47 M61 Z 196.7 9 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 13 Member Point Loads (BLC 8 : Antenna Wo (150 Deg)) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 48 M61 Mx 0 9 Member Point Loads (BLC 9 : Antenna Wo (180 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X 0 0.25 2 MP5A Z 28.419 0.25 3 MP5A Mx -0.012 0.25 4 MP5A X 0 2 5 MP5A Z 28.419 2 6 MP5A Mx -0.012 2 7 MP3A X 0 1 8 MP3A Z 50.256 1 9 MP3A Mx 0.029 1 10 MP3A X 0 6 11 MP3A Z 50.256 6 12 MP3A Mx 0.029 6 13 MP3A X 0 1 14 MP3A Z 50.256 1 15 MP3A Mx -0.029 1 16 MP3A X 0 6 17 MP3A Z 50.256 6 18 MP3A Mx -0.029 6 19 MP3A X 0 4 20 MP3A Z 31.838 4 21 MP3A Mx 0 4 22 MP2A X 0 4 23 MP2A Z 30.542 4 24 MP2A Mx 0 4 25 MP5A X 0 6.03 26 MP5A Z 10.128 6.03 27 MP5A Mx 0 6.03 28 MP4A X 0 5 29 MP4A Z 21.767 5 30 MP4A Mx 0 5 31 MP4A X 0 7 32 MP4A Z 21.767 7 33 MP4A Mx 0 7 34 MP4A X 0 0.5 35 MP4A Z 12.579 0.5 36 MP4A Mx 0 0.5 37 MP4A X 0 2.5 38 MP4A Z 12.579 2.5 39 MP4A Mx 0 2.5 40 MP1A X 0 0.5 41 MP1A Z 25.44 0.5 42 MP1A Mx 0.013 0.5 43 MP2A X 0 0.5 44 MP2A Z 43.835 0.5 45 MP2A Mx -0.004 0.5 46 M61 X 0 9 47 M61 Z 375.379 9 48 M61 Mx 0 9 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 14 Member Point Loads (BLC 10 : Antenna Wo (210 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X -12.651 0.25 2 MP5A Z 21.913 0.25 3 MP5A Mx -0.013 0.25 4 MP5A X -12.651 2 5 MP5A Z 21.913 2 6 MP5A Mx -0.013 2 7 MP3A X -21.541 1 8 MP3A Z 37.311 1 9 MP3A Mx 0.033 1 10 MP3A X -21.541 6 11 MP3A Z 37.311 6 12 MP3A Mx 0.033 6 13 MP3A X -21.541 1 14 MP3A Z 37.311 1 15 MP3A Mx -0.011 1 16 MP3A X -21.541 6 17 MP3A Z 37.311 6 18 MP3A Mx -0.011 6 19 MP3A X -14.716 4 20 MP3A Z 25.488 4 21 MP3A Mx -0.007 4 22 MP2A X -14.664 4 23 MP2A Z 25.398 4 24 MP2A Mx -0.007 4 25 MP5A X -4.604 6.03 26 MP5A Z 7.974 6.03 27 MP5A Mx 0.002 6.03 28 MP4A X -9.246 5 29 MP4A Z 16.014 5 30 MP4A Mx 0.005 5 31 MP4A X -9.246 7 32 MP4A Z 16.014 7 33 MP4A Mx 0.005 7 34 MP4A X -5.753 0.5 35 MP4A Z 9.965 0.5 36 MP4A Mx 0.003 0.5 37 MP4A X -5.753 2.5 38 MP4A Z 9.965 2.5 39 MP4A Mx 0.003 2.5 40 MP1A X -13.57 0.5 41 MP1A Z 23.504 0.5 42 MP1A Mx 0.013 0.5 43 MP2A X -21.068 0.5 44 MP2A Z 36.49 0.5 45 MP2A Mx 0.007 0.5 46 M61 X -170.887 9 47 M61 Z 295.985 9 48 M61 Mx 0 9 Member Point Loads (BLC 11 : Antenna Wo (240 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X -24.611 0.25 2 MP5A Z 14.209 0.25 3 MP5A Mx -0.012 0.25 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 15 Member Point Loads (BLC 11 : Antenna Wo (240 Deg)) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 4 MP5A X -24.611 2 5 MP5A Z 14.209 2 6 MP5A Mx -0.012 2 7 MP3A X -24.887 1 8 MP3A Z 14.369 1 9 MP3A Mx 0.021 1 10 MP3A X -24.887 6 11 MP3A Z 14.369 6 12 MP3A Mx 0.021 6 13 MP3A X -24.887 1 14 MP3A Z 14.369 1 15 MP3A Mx 0.004 1 16 MP3A X -24.887 6 17 MP3A Z 14.369 6 18 MP3A Mx 0.004 6 19 MP3A X -21.32 4 20 MP3A Z 12.309 4 21 MP3A Mx -0.011 4 22 MP2A X -23.294 4 23 MP2A Z 13.449 4 24 MP2A Mx -0.012 4 25 MP5A X -6.379 6.03 26 MP5A Z 3.683 6.03 27 MP5A Mx 0.003 6.03 28 MP4A X -10.34 5 29 MP4A Z 5.97 5 30 MP4A Mx 0.005 5 31 MP4A X -10.34 7 32 MP4A Z 5.97 7 33 MP4A Mx 0.005 7 34 MP4A X -8.106 0.5 35 MP4A Z 4.68 0.5 36 MP4A Mx 0.004 0.5 37 MP4A X -8.106 2.5 38 MP4A Z 4.68 2.5 39 MP4A Mx 0.004 2.5 40 MP1A X -31.469 0.5 41 MP1A Z 18.169 0.5 42 MP1A Mx 0.012 0.5 43 MP2A X -28.525 0.5 44 MP2A Z 16.469 0.5 45 MP2A Mx 0.013 0.5 46 M61 X -138.494 9 47 M61 Z 79.96 9 48 M61 Mx 0 9 Member Point Loads (BLC 12 : Antenna Wo (270 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X -34.651 0.25 2 MP5A Z 0 0.25 3 MP5A Mx -0.009 0.25 4 MP5A X -34.651 2 5 MP5A Z 0 2 6 MP5A Mx -0.009 2 7 MP3A X -21.565 1 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 16 Member Point Loads (BLC 12 : Antenna Wo (270 Deg)) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 8 MP3A Z 0 1 9 MP3A Mx 0.011 1 10 MP3A X -21.565 6 11 MP3A Z 0 6 12 MP3A Mx 0.011 6 13 MP3A X -21.565 1 14 MP3A Z 0 1 15 MP3A Mx 0.011 1 16 MP3A X -21.565 6 17 MP3A Z 0 6 18 MP3A Mx 0.011 6 19 MP3A X -22.212 4 20 MP3A Z 0 4 21 MP3A Mx -0.011 4 22 MP2A X -25.683 4 23 MP2A Z 0 4 24 MP2A Mx -0.013 4 25 MP5A X -6.445 6.03 26 MP5A Z 0 6.03 27 MP5A Mx 0.003 6.03 28 MP4A X -8.663 5 29 MP4A Z 0 5 30 MP4A Mx 0.004 5 31 MP4A X -8.663 7 32 MP4A Z 0 7 33 MP4A Mx 0.004 7 34 MP4A X -8.286 0.5 35 MP4A Z 0 0.5 36 MP4A Mx 0.004 0.5 37 MP4A X -8.286 2.5 38 MP4A Z 0 2.5 39 MP4A Mx 0.004 2.5 40 MP1A X -43.835 0.5 41 MP1A Z 0 0.5 42 MP1A Mx 0.004 0.5 43 MP2A X -25.44 0.5 44 MP2A Z 0 0.5 45 MP2A Mx 0.013 0.5 46 M61 X -11.671 9 47 M61 Z 0 9 48 M61 Mx 0 9 Member Point Loads (BLC 13 : Antenna Wo (300 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X -32.708 0.25 2 MP5A Z -18.884 0.25 3 MP5A Mx 0 0.25 4 MP5A X -32.708 2 5 MP5A Z -18.884 2 6 MP5A Mx 0 2 7 MP3A X -24.887 1 8 MP3A Z -14.369 1 9 MP3A Mx 0.004 1 10 MP3A X -24.887 6 11 MP3A Z -14.369 6 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 17 Member Point Loads (BLC 13 : Antenna Wo (300 Deg)) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 12 MP3A Mx 0.004 6 13 MP3A X -24.887 1 14 MP3A Z -14.369 1 15 MP3A Mx 0.021 1 16 MP3A X -24.887 6 17 MP3A Z -14.369 6 18 MP3A Mx 0.021 6 19 MP3A X -21.32 4 20 MP3A Z -12.309 4 21 MP3A Mx -0.011 4 22 MP2A X -23.294 4 23 MP2A Z -13.449 4 24 MP2A Mx -0.012 4 25 MP5A X -6.379 6.03 26 MP5A Z -3.683 6.03 27 MP5A Mx 0.003 6.03 28 MP4A X -10.34 5 29 MP4A Z -5.97 5 30 MP4A Mx 0.005 5 31 MP4A X -10.34 7 32 MP4A Z -5.97 7 33 MP4A Mx 0.005 7 34 MP4A X -8.106 0.5 35 MP4A Z -4.68 0.5 36 MP4A Mx 0.004 0.5 37 MP4A X -8.106 2.5 38 MP4A Z -4.68 2.5 39 MP4A Mx 0.004 2.5 40 MP1A X -36.49 0.5 41 MP1A Z -21.068 0.5 42 MP1A Mx -0.007 0.5 43 MP2A X -23.504 0.5 44 MP2A Z -13.57 0.5 45 MP2A Mx 0.013 0.5 46 M61 X -39.21 9 47 M61 Z -22.638 9 48 M61 Mx 0 9 Member Point Loads (BLC 14 : Antenna Wo (330 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X -17.326 0.25 2 MP5A Z -30.009 0.25 3 MP5A Mx 0.009 0.25 4 MP5A X -17.326 2 5 MP5A Z -30.009 2 6 MP5A Mx 0.009 2 7 MP3A X -21.541 1 8 MP3A Z -37.311 1 9 MP3A Mx -0.011 1 10 MP3A X -21.541 6 11 MP3A Z -37.311 6 12 MP3A Mx -0.011 6 13 MP3A X -21.541 1 14 MP3A Z -37.311 1 15 MP3A Mx 0.033 1 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 18 Member Point Loads (BLC 14 : Antenna Wo (330 Deg)) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 16 MP3A X -21.541 6 17 MP3A Z -37.311 6 18 MP3A Mx 0.033 6 19 MP3A X -14.716 4 20 MP3A Z -25.488 4 21 MP3A Mx -0.007 4 22 MP2A X -14.664 4 23 MP2A Z -25.398 4 24 MP2A Mx -0.007 4 25 MP5A X -4.604 6.03 26 MP5A Z -7.974 6.03 27 MP5A Mx 0.002 6.03 28 MP4A X -9.246 5 29 MP4A Z -16.014 5 30 MP4A Mx 0.005 5 31 MP4A X -9.246 7 32 MP4A Z -16.014 7 33 MP4A Mx 0.005 7 34 MP4A X -5.753 0.5 35 MP4A Z -9.965 0.5 36 MP4A Mx 0.003 0.5 37 MP4A X -5.753 2.5 38 MP4A Z -9.965 2.5 39 MP4A Mx 0.003 2.5 40 MP1A X -16.469 0.5 41 MP1A Z -28.525 0.5 42 MP1A Mx -0.013 0.5 43 MP2A X -18.169 0.5 44 MP2A Z -31.469 0.5 45 MP2A Mx 0.012 0.5 46 M61 X -113.565 9 47 M61 Z -196.7 9 48 M61 Mx 0 9 Member Point Loads (BLC 27 : Antenna Wm (0 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X 0 0.25 2 MP5A Z -2.834 0.25 3 MP5A Mx 0.001 0.25 4 MP5A X 0 2 5 MP5A Z -2.834 2 6 MP5A Mx 0.001 2 7 MP3A X 0 1 8 MP3A Z -5.012 1 9 MP3A Mx -0.003 1 10 MP3A X 0 6 11 MP3A Z -5.012 6 12 MP3A Mx -0.003 6 13 MP3A X 0 1 14 MP3A Z -5.012 1 15 MP3A Mx 0.003 1 16 MP3A X 0 6 17 MP3A Z -5.012 6 18 MP3A Mx 0.003 6 19 MP3A X 0 4 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 19 Member Point Loads (BLC 27 : Antenna Wm (0 Deg)) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 20 MP3A Z -3.175 4 21 MP3A Mx 0 4 22 MP2A X 0 4 23 MP2A Z -3.046 4 24 MP2A Mx 0 4 25 MP5A X 0 6.03 26 MP5A Z -1.01 6.03 27 MP5A Mx 0 6.03 28 MP4A X 0 5 29 MP4A Z -2.171 5 30 MP4A Mx 0 5 31 MP4A X 0 7 32 MP4A Z -2.171 7 33 MP4A Mx 0 7 34 MP4A X 0 0.5 35 MP4A Z -1.254 0.5 36 MP4A Mx 0 0.5 37 MP4A X 0 2.5 38 MP4A Z -1.254 2.5 39 MP4A Mx 0 2.5 40 MP1A X 0 0.5 41 MP1A Z -2.537 0.5 42 MP1A Mx -0.001 0.5 43 MP2A X 0 0.5 44 MP2A Z -4.371 0.5 45 MP2A Mx 0.00038 0.5 46 M61 X 0 9 47 M61 Z -37.434 9 48 M61 Mx 0 9 Member Point Loads (BLC 28 : Antenna Wm (30 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X 1.262 0.25 2 MP5A Z -2.185 0.25 3 MP5A Mx 0.001 0.25 4 MP5A X 1.262 2 5 MP5A Z -2.185 2 6 MP5A Mx 0.001 2 7 MP3A X 2.148 1 8 MP3A Z -3.721 1 9 MP3A Mx -0.003 1 10 MP3A X 2.148 6 11 MP3A Z -3.721 6 12 MP3A Mx -0.003 6 13 MP3A X 2.148 1 14 MP3A Z -3.721 1 15 MP3A Mx 0.001 1 16 MP3A X 2.148 6 17 MP3A Z -3.721 6 18 MP3A Mx 0.001 6 19 MP3A X 1.467 4 20 MP3A Z -2.542 4 21 MP3A Mx 0.000734 4 22 MP2A X 1.462 4 23 MP2A Z -2.533 4 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 20 Member Point Loads (BLC 28 : Antenna Wm (30 Deg)) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 24 MP2A Mx 0.000731 4 25 MP5A X 0.459 6.03 26 MP5A Z -0.795 6.03 27 MP5A Mx -0.00023 6.03 28 MP4A X 0.922 5 29 MP4A Z -1.597 5 30 MP4A Mx -0.000461 5 31 MP4A X 0.922 7 32 MP4A Z -1.597 7 33 MP4A Mx -0.000461 7 34 MP4A X 0.574 0.5 35 MP4A Z -0.994 0.5 36 MP4A Mx -0.000287 0.5 37 MP4A X 0.574 2.5 38 MP4A Z -0.994 2.5 39 MP4A Mx -0.000287 2.5 40 MP1A X 1.353 0.5 41 MP1A Z -2.344 0.5 42 MP1A Mx -0.001 0.5 43 MP2A X 2.101 0.5 44 MP2A Z -3.639 0.5 45 MP2A Mx -0.000719 0.5 46 M61 X 17.041 9 47 M61 Z -29.516 9 48 M61 Mx 0 9 Member Point Loads (BLC 29 : Antenna Wm (60 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X 2.454 0.25 2 MP5A Z -1.417 0.25 3 MP5A Mx 0.001 0.25 4 MP5A X 2.454 2 5 MP5A Z -1.417 2 6 MP5A Mx 0.001 2 7 MP3A X 2.482 1 8 MP3A Z -1.433 1 9 MP3A Mx -0.002 1 10 MP3A X 2.482 6 11 MP3A Z -1.433 6 12 MP3A Mx -0.002 6 13 MP3A X 2.482 1 14 MP3A Z -1.433 1 15 MP3A Mx -0.000405 1 16 MP3A X 2.482 6 17 MP3A Z -1.433 6 18 MP3A Mx -0.000405 6 19 MP3A X 2.126 4 20 MP3A Z -1.228 4 21 MP3A Mx 0.001 4 22 MP2A X 2.323 4 23 MP2A Z -1.341 4 24 MP2A Mx 0.001 4 25 MP5A X 0.636 6.03 26 MP5A Z -0.367 6.03 27 MP5A Mx -0.000318 6.03 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 21 Member Point Loads (BLC 29 : Antenna Wm (60 Deg)) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 28 MP4A X 1.031 5 29 MP4A Z -0.595 5 30 MP4A Mx -0.000516 5 31 MP4A X 1.031 7 32 MP4A Z -0.595 7 33 MP4A Mx -0.000516 7 34 MP4A X 0.808 0.5 35 MP4A Z -0.467 0.5 36 MP4A Mx -0.000404 0.5 37 MP4A X 0.808 2.5 38 MP4A Z -0.467 2.5 39 MP4A Mx -0.000404 2.5 40 MP1A X 3.138 0.5 41 MP1A Z -1.812 0.5 42 MP1A Mx -0.001 0.5 43 MP2A X 2.845 0.5 44 MP2A Z -1.642 0.5 45 MP2A Mx -0.001 0.5 46 M61 X 13.811 9 47 M61 Z -7.974 9 48 M61 Mx 0 9 Member Point Loads (BLC 30 : Antenna Wm (90 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X 3.456 0.25 2 MP5A Z 0 0.25 3 MP5A Mx 0.000864 0.25 4 MP5A X 3.456 2 5 MP5A Z 0 2 6 MP5A Mx 0.000864 2 7 MP3A X 2.15 1 8 MP3A Z 0 1 9 MP3A Mx -0.001 1 10 MP3A X 2.15 6 11 MP3A Z 0 6 12 MP3A Mx -0.001 6 13 MP3A X 2.15 1 14 MP3A Z 0 1 15 MP3A Mx -0.001 1 16 MP3A X 2.15 6 17 MP3A Z 0 6 18 MP3A Mx -0.001 6 19 MP3A X 2.215 4 20 MP3A Z 0 4 21 MP3A Mx 0.001 4 22 MP2A X 2.561 4 23 MP2A Z 0 4 24 MP2A Mx 0.001 4 25 MP5A X 0.643 6.03 26 MP5A Z 0 6.03 27 MP5A Mx -0.000322 6.03 28 MP4A X 0.864 5 29 MP4A Z 0 5 30 MP4A Mx -0.000432 5 31 MP4A X 0.864 7 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 22 Member Point Loads (BLC 30 : Antenna Wm (90 Deg)) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 32 MP4A Z 0 7 33 MP4A Mx -0.000432 7 34 MP4A X 0.826 0.5 35 MP4A Z 0 0.5 36 MP4A Mx -0.000413 0.5 37 MP4A X 0.826 2.5 38 MP4A Z 0 2.5 39 MP4A Mx -0.000413 2.5 40 MP1A X 4.371 0.5 41 MP1A Z 0 0.5 42 MP1A Mx -0.00038 0.5 43 MP2A X 2.537 0.5 44 MP2A Z 0 0.5 45 MP2A Mx -0.001 0.5 46 M61 X 1.164 9 47 M61 Z 0 9 48 M61 Mx 0 9 Member Point Loads (BLC 31 : Antenna Wm (120 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X 3.262 0.25 2 MP5A Z 1.883 0.25 3 MP5A Mx 0 0.25 4 MP5A X 3.262 2 5 MP5A Z 1.883 2 6 MP5A Mx 0 2 7 MP3A X 2.482 1 8 MP3A Z 1.433 1 9 MP3A Mx -0.000405 1 10 MP3A X 2.482 6 11 MP3A Z 1.433 6 12 MP3A Mx -0.000405 6 13 MP3A X 2.482 1 14 MP3A Z 1.433 1 15 MP3A Mx -0.002 1 16 MP3A X 2.482 6 17 MP3A Z 1.433 6 18 MP3A Mx -0.002 6 19 MP3A X 2.126 4 20 MP3A Z 1.228 4 21 MP3A Mx 0.001 4 22 MP2A X 2.323 4 23 MP2A Z 1.341 4 24 MP2A Mx 0.001 4 25 MP5A X 0.636 6.03 26 MP5A Z 0.367 6.03 27 MP5A Mx -0.000318 6.03 28 MP4A X 1.031 5 29 MP4A Z 0.595 5 30 MP4A Mx -0.000516 5 31 MP4A X 1.031 7 32 MP4A Z 0.595 7 33 MP4A Mx -0.000516 7 34 MP4A X 0.808 0.5 35 MP4A Z 0.467 0.5 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 23 Member Point Loads (BLC 31 : Antenna Wm (120 Deg)) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 36 MP4A Mx -0.000404 0.5 37 MP4A X 0.808 2.5 38 MP4A Z 0.467 2.5 39 MP4A Mx -0.000404 2.5 40 MP1A X 3.639 0.5 41 MP1A Z 2.101 0.5 42 MP1A Mx 0.000719 0.5 43 MP2A X 2.344 0.5 44 MP2A Z 1.353 0.5 45 MP2A Mx -0.001 0.5 46 M61 X 3.91 9 47 M61 Z 2.258 9 48 M61 Mx 0 9 Member Point Loads (BLC 32 : Antenna Wm (150 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X 1.728 0.25 2 MP5A Z 2.993 0.25 3 MP5A Mx -0.000864 0.25 4 MP5A X 1.728 2 5 MP5A Z 2.993 2 6 MP5A Mx -0.000864 2 7 MP3A X 2.148 1 8 MP3A Z 3.721 1 9 MP3A Mx 0.001 1 10 MP3A X 2.148 6 11 MP3A Z 3.721 6 12 MP3A Mx 0.001 6 13 MP3A X 2.148 1 14 MP3A Z 3.721 1 15 MP3A Mx -0.003 1 16 MP3A X 2.148 6 17 MP3A Z 3.721 6 18 MP3A Mx -0.003 6 19 MP3A X 1.467 4 20 MP3A Z 2.542 4 21 MP3A Mx 0.000734 4 22 MP2A X 1.462 4 23 MP2A Z 2.533 4 24 MP2A Mx 0.000731 4 25 MP5A X 0.459 6.03 26 MP5A Z 0.795 6.03 27 MP5A Mx -0.00023 6.03 28 MP4A X 0.922 5 29 MP4A Z 1.597 5 30 MP4A Mx -0.000461 5 31 MP4A X 0.922 7 32 MP4A Z 1.597 7 33 MP4A Mx -0.000461 7 34 MP4A X 0.574 0.5 35 MP4A Z 0.994 0.5 36 MP4A Mx -0.000287 0.5 37 MP4A X 0.574 2.5 38 MP4A Z 0.994 2.5 39 MP4A Mx -0.000287 2.5 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 24 Member Point Loads (BLC 32 : Antenna Wm (150 Deg)) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 40 MP1A X 1.642 0.5 41 MP1A Z 2.845 0.5 42 MP1A Mx 0.001 0.5 43 MP2A X 1.812 0.5 44 MP2A Z 3.138 0.5 45 MP2A Mx -0.001 0.5 46 M61 X 11.325 9 47 M61 Z 19.616 9 48 M61 Mx 0 9 Member Point Loads (BLC 33 : Antenna Wm (180 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X 0 0.25 2 MP5A Z 2.834 0.25 3 MP5A Mx -0.001 0.25 4 MP5A X 0 2 5 MP5A Z 2.834 2 6 MP5A Mx -0.001 2 7 MP3A X 0 1 8 MP3A Z 5.012 1 9 MP3A Mx 0.003 1 10 MP3A X 0 6 11 MP3A Z 5.012 6 12 MP3A Mx 0.003 6 13 MP3A X 0 1 14 MP3A Z 5.012 1 15 MP3A Mx -0.003 1 16 MP3A X 0 6 17 MP3A Z 5.012 6 18 MP3A Mx -0.003 6 19 MP3A X 0 4 20 MP3A Z 3.175 4 21 MP3A Mx 0 4 22 MP2A X 0 4 23 MP2A Z 3.046 4 24 MP2A Mx 0 4 25 MP5A X 0 6.03 26 MP5A Z 1.01 6.03 27 MP5A Mx 0 6.03 28 MP4A X 0 5 29 MP4A Z 2.171 5 30 MP4A Mx 0 5 31 MP4A X 0 7 32 MP4A Z 2.171 7 33 MP4A Mx 0 7 34 MP4A X 0 0.5 35 MP4A Z 1.254 0.5 36 MP4A Mx 0 0.5 37 MP4A X 0 2.5 38 MP4A Z 1.254 2.5 39 MP4A Mx 0 2.5 40 MP1A X 0 0.5 41 MP1A Z 2.537 0.5 42 MP1A Mx 0.001 0.5 43 MP2A X 0 0.5 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 25 Member Point Loads (BLC 33 : Antenna Wm (180 Deg)) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 44 MP2A Z 4.371 0.5 45 MP2A Mx -0.00038 0.5 46 M61 X 0 9 47 M61 Z 37.434 9 48 M61 Mx 0 9 Member Point Loads (BLC 34 : Antenna Wm (210 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X -1.262 0.25 2 MP5A Z 2.185 0.25 3 MP5A Mx -0.001 0.25 4 MP5A X -1.262 2 5 MP5A Z 2.185 2 6 MP5A Mx -0.001 2 7 MP3A X -2.148 1 8 MP3A Z 3.721 1 9 MP3A Mx 0.003 1 10 MP3A X -2.148 6 11 MP3A Z 3.721 6 12 MP3A Mx 0.003 6 13 MP3A X -2.148 1 14 MP3A Z 3.721 1 15 MP3A Mx -0.001 1 16 MP3A X -2.148 6 17 MP3A Z 3.721 6 18 MP3A Mx -0.001 6 19 MP3A X -1.467 4 20 MP3A Z 2.542 4 21 MP3A Mx -0.000734 4 22 MP2A X -1.462 4 23 MP2A Z 2.533 4 24 MP2A Mx -0.000731 4 25 MP5A X -0.459 6.03 26 MP5A Z 0.795 6.03 27 MP5A Mx 0.00023 6.03 28 MP4A X -0.922 5 29 MP4A Z 1.597 5 30 MP4A Mx 0.000461 5 31 MP4A X -0.922 7 32 MP4A Z 1.597 7 33 MP4A Mx 0.000461 7 34 MP4A X -0.574 0.5 35 MP4A Z 0.994 0.5 36 MP4A Mx 0.000287 0.5 37 MP4A X -0.574 2.5 38 MP4A Z 0.994 2.5 39 MP4A Mx 0.000287 2.5 40 MP1A X -1.353 0.5 41 MP1A Z 2.344 0.5 42 MP1A Mx 0.001 0.5 43 MP2A X -2.101 0.5 44 MP2A Z 3.639 0.5 45 MP2A Mx 0.000719 0.5 46 M61 X -17.041 9 47 M61 Z 29.516 9 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 26 Member Point Loads (BLC 34 : Antenna Wm (210 Deg)) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 48 M61 Mx 0 9 Member Point Loads (BLC 35 : Antenna Wm (240 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X -2.454 0.25 2 MP5A Z 1.417 0.25 3 MP5A Mx -0.001 0.25 4 MP5A X -2.454 2 5 MP5A Z 1.417 2 6 MP5A Mx -0.001 2 7 MP3A X -2.482 1 8 MP3A Z 1.433 1 9 MP3A Mx 0.002 1 10 MP3A X -2.482 6 11 MP3A Z 1.433 6 12 MP3A Mx 0.002 6 13 MP3A X -2.482 1 14 MP3A Z 1.433 1 15 MP3A Mx 0.000405 1 16 MP3A X -2.482 6 17 MP3A Z 1.433 6 18 MP3A Mx 0.000405 6 19 MP3A X -2.126 4 20 MP3A Z 1.228 4 21 MP3A Mx -0.001 4 22 MP2A X -2.323 4 23 MP2A Z 1.341 4 24 MP2A Mx -0.001 4 25 MP5A X -0.636 6.03 26 MP5A Z 0.367 6.03 27 MP5A Mx 0.000318 6.03 28 MP4A X -1.031 5 29 MP4A Z 0.595 5 30 MP4A Mx 0.000516 5 31 MP4A X -1.031 7 32 MP4A Z 0.595 7 33 MP4A Mx 0.000516 7 34 MP4A X -0.808 0.5 35 MP4A Z 0.467 0.5 36 MP4A Mx 0.000404 0.5 37 MP4A X -0.808 2.5 38 MP4A Z 0.467 2.5 39 MP4A Mx 0.000404 2.5 40 MP1A X -3.138 0.5 41 MP1A Z 1.812 0.5 42 MP1A Mx 0.001 0.5 43 MP2A X -2.845 0.5 44 MP2A Z 1.642 0.5 45 MP2A Mx 0.001 0.5 46 M61 X -13.811 9 47 M61 Z 7.974 9 48 M61 Mx 0 9 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 27 Member Point Loads (BLC 36 : Antenna Wm (270 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X -3.456 0.25 2 MP5A Z 0 0.25 3 MP5A Mx -0.000864 0.25 4 MP5A X -3.456 2 5 MP5A Z 0 2 6 MP5A Mx -0.000864 2 7 MP3A X -2.15 1 8 MP3A Z 0 1 9 MP3A Mx 0.001 1 10 MP3A X -2.15 6 11 MP3A Z 0 6 12 MP3A Mx 0.001 6 13 MP3A X -2.15 1 14 MP3A Z 0 1 15 MP3A Mx 0.001 1 16 MP3A X -2.15 6 17 MP3A Z 0 6 18 MP3A Mx 0.001 6 19 MP3A X -2.215 4 20 MP3A Z 0 4 21 MP3A Mx -0.001 4 22 MP2A X -2.561 4 23 MP2A Z 0 4 24 MP2A Mx -0.001 4 25 MP5A X -0.643 6.03 26 MP5A Z 0 6.03 27 MP5A Mx 0.000322 6.03 28 MP4A X -0.864 5 29 MP4A Z 0 5 30 MP4A Mx 0.000432 5 31 MP4A X -0.864 7 32 MP4A Z 0 7 33 MP4A Mx 0.000432 7 34 MP4A X -0.826 0.5 35 MP4A Z 0 0.5 36 MP4A Mx 0.000413 0.5 37 MP4A X -0.826 2.5 38 MP4A Z 0 2.5 39 MP4A Mx 0.000413 2.5 40 MP1A X -4.371 0.5 41 MP1A Z 0 0.5 42 MP1A Mx 0.00038 0.5 43 MP2A X -2.537 0.5 44 MP2A Z 0 0.5 45 MP2A Mx 0.001 0.5 46 M61 X -1.164 9 47 M61 Z 0 9 48 M61 Mx 0 9 Member Point Loads (BLC 37 : Antenna Wm (300 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X -3.262 0.25 2 MP5A Z -1.883 0.25 3 MP5A Mx 0 0.25 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 28 Member Point Loads (BLC 37 : Antenna Wm (300 Deg)) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 4 MP5A X -3.262 2 5 MP5A Z -1.883 2 6 MP5A Mx 0 2 7 MP3A X -2.482 1 8 MP3A Z -1.433 1 9 MP3A Mx 0.000405 1 10 MP3A X -2.482 6 11 MP3A Z -1.433 6 12 MP3A Mx 0.000405 6 13 MP3A X -2.482 1 14 MP3A Z -1.433 1 15 MP3A Mx 0.002 1 16 MP3A X -2.482 6 17 MP3A Z -1.433 6 18 MP3A Mx 0.002 6 19 MP3A X -2.126 4 20 MP3A Z -1.228 4 21 MP3A Mx -0.001 4 22 MP2A X -2.323 4 23 MP2A Z -1.341 4 24 MP2A Mx -0.001 4 25 MP5A X -0.636 6.03 26 MP5A Z -0.367 6.03 27 MP5A Mx 0.000318 6.03 28 MP4A X -1.031 5 29 MP4A Z -0.595 5 30 MP4A Mx 0.000516 5 31 MP4A X -1.031 7 32 MP4A Z -0.595 7 33 MP4A Mx 0.000516 7 34 MP4A X -0.808 0.5 35 MP4A Z -0.467 0.5 36 MP4A Mx 0.000404 0.5 37 MP4A X -0.808 2.5 38 MP4A Z -0.467 2.5 39 MP4A Mx 0.000404 2.5 40 MP1A X -3.639 0.5 41 MP1A Z -2.101 0.5 42 MP1A Mx -0.000719 0.5 43 MP2A X -2.344 0.5 44 MP2A Z -1.353 0.5 45 MP2A Mx 0.001 0.5 46 M61 X -3.91 9 47 M61 Z -2.258 9 48 M61 Mx 0 9 Member Point Loads (BLC 38 : Antenna Wm (330 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X -1.728 0.25 2 MP5A Z -2.993 0.25 3 MP5A Mx 0.000864 0.25 4 MP5A X -1.728 2 5 MP5A Z -2.993 2 6 MP5A Mx 0.000864 2 7 MP3A X -2.148 1 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 29 Member Point Loads (BLC 38 : Antenna Wm (330 Deg)) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 8 MP3A Z -3.721 1 9 MP3A Mx -0.001 1 10 MP3A X -2.148 6 11 MP3A Z -3.721 6 12 MP3A Mx -0.001 6 13 MP3A X -2.148 1 14 MP3A Z -3.721 1 15 MP3A Mx 0.003 1 16 MP3A X -2.148 6 17 MP3A Z -3.721 6 18 MP3A Mx 0.003 6 19 MP3A X -1.467 4 20 MP3A Z -2.542 4 21 MP3A Mx -0.000734 4 22 MP2A X -1.462 4 23 MP2A Z -2.533 4 24 MP2A Mx -0.000731 4 25 MP5A X -0.459 6.03 26 MP5A Z -0.795 6.03 27 MP5A Mx 0.00023 6.03 28 MP4A X -0.922 5 29 MP4A Z -1.597 5 30 MP4A Mx 0.000461 5 31 MP4A X -0.922 7 32 MP4A Z -1.597 7 33 MP4A Mx 0.000461 7 34 MP4A X -0.574 0.5 35 MP4A Z -0.994 0.5 36 MP4A Mx 0.000287 0.5 37 MP4A X -0.574 2.5 38 MP4A Z -0.994 2.5 39 MP4A Mx 0.000287 2.5 40 MP1A X -1.642 0.5 41 MP1A Z -2.845 0.5 42 MP1A Mx -0.001 0.5 43 MP2A X -1.812 0.5 44 MP2A Z -3.138 0.5 45 MP2A Mx 0.001 0.5 46 M61 X -11.325 9 47 M61 Z -19.616 9 48 M61 Mx 0 9 Member Point Loads (BLC 77 : Lm1) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 M86 Y -500 0 Member Point Loads (BLC 78 : Lm2) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 M81 Y -500 0 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 30 Member Point Loads (BLC 79 : Lv1) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 M77 Y -250 0 Member Point Loads (BLC 80 : Lv2) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 M77 Y -250 %50 Member Point Loads (BLC 81 : Antenna Ev) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A Y -9.187 0.25 2 MP5A My 0.002 0.25 3 MP5A Mz -0.004 0.25 4 MP5A Y -9.187 2 5 MP5A My 0.002 2 6 MP5A Mz -0.004 2 7 MP3A Y -4.562 1 8 MP3A My -0.002 1 9 MP3A Mz 0.003 1 10 MP3A Y -4.562 6 11 MP3A My -0.002 6 12 MP3A Mz 0.003 6 13 MP3A Y -4.562 1 14 MP3A My -0.002 1 15 MP3A Mz -0.003 1 16 MP3A Y -4.562 6 17 MP3A My -0.002 6 18 MP3A Mz -0.003 6 19 MP3A Y -14.616 4 20 MP3A My 0.007 4 21 MP3A Mz 0 4 22 MP2A Y -15.66 4 23 MP2A My 0.008 4 24 MP2A Mz 0 4 25 MP5A Y -2.318 6.03 26 MP5A My -0.001 6.03 27 MP5A Mz 0 6.03 28 MP4A Y -3.132 5 29 MP4A My -0.002 5 30 MP4A Mz 0 5 31 MP4A Y -3.132 7 32 MP4A My -0.002 7 33 MP4A Mz 0 7 34 MP4A Y -3.028 0.5 35 MP4A My -0.002 0.5 36 MP4A Mz 0 0.5 37 MP4A Y -3.028 2.5 38 MP4A My -0.002 2.5 39 MP4A Mz 0 2.5 40 MP1A Y -10.962 0.5 41 MP1A My -0.000952 0.5 42 MP1A Mz 0.005 0.5 43 MP2A Y -10.962 0.5 44 MP2A My -0.005 0.5 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 31 Member Point Loads (BLC 81 : Antenna Ev) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 45 MP2A Mz -0.000952 0.5 46 M61 Y -39.254 9 47 M61 My 0 9 48 M61 Mz 0 9 Member Point Loads (BLC 82 : Antenna Eh (0 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A Z -22.968 0.25 2 MP5A Mx 0.01 0.25 3 MP5A Z -22.968 2 4 MP5A Mx 0.01 2 5 MP3A Z -11.406 1 6 MP3A Mx -0.007 1 7 MP3A Z -11.406 6 8 MP3A Mx -0.007 6 9 MP3A Z -11.406 1 10 MP3A Mx 0.007 1 11 MP3A Z -11.406 6 12 MP3A Mx 0.007 6 13 MP3A Z -36.54 4 14 MP3A Mx 0 4 15 MP2A Z -39.15 4 16 MP2A Mx 0 4 17 MP5A Z -5.794 6.03 18 MP5A Mx 0 6.03 19 MP4A Z -7.83 5 20 MP4A Mx 0 5 21 MP4A Z -7.83 7 22 MP4A Mx 0 7 23 MP4A Z -7.569 0.5 24 MP4A Mx 0 0.5 25 MP4A Z -7.569 2.5 26 MP4A Mx 0 2.5 27 MP1A Z -27.405 0.5 28 MP1A Mx -0.013 0.5 29 MP2A Z -27.405 0.5 30 MP2A Mx 0.002 0.5 31 M61 Z -98.136 9 32 M61 Mx 0 9 Member Point Loads (BLC 83 : Antenna Eh (90 Deg)) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 1 MP5A X 22.968 0.25 2 MP5A Mx 0.006 0.25 3 MP5A X 22.968 2 4 MP5A Mx 0.006 2 5 MP3A X 11.406 1 6 MP3A Mx -0.006 1 7 MP3A X 11.406 6 8 MP3A Mx -0.006 6 9 MP3A X 11.406 1 10 MP3A Mx -0.006 1 11 MP3A X 11.406 6 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 32 Member Point Loads (BLC 83 : Antenna Eh (90 Deg)) (Continued) Member Label Direction Magnitude [lb, k-ft] Location [(ft, %)] 12 MP3A Mx -0.006 6 13 MP3A X 36.54 4 14 MP3A Mx 0.018 4 15 MP2A X 39.15 4 16 MP2A Mx 0.02 4 17 MP5A X 5.794 6.03 18 MP5A Mx -0.003 6.03 19 MP4A X 7.83 5 20 MP4A Mx -0.004 5 21 MP4A X 7.83 7 22 MP4A Mx -0.004 7 23 MP4A X 7.569 0.5 24 MP4A Mx -0.004 0.5 25 MP4A X 7.569 2.5 26 MP4A Mx -0.004 2.5 27 MP1A X 27.405 0.5 28 MP1A Mx -0.002 0.5 29 MP2A X 27.405 0.5 30 MP2A Mx -0.013 0.5 31 M61 X 98.136 9 32 M61 Mx 0 9 Member Area Loads No Data to Print... Node Reactions LC Node Label X [lb] Y [lb] Z [lb] MX [k-ft] MY [k-ft] MZ [k-ft] 1 1 N98 -111.086 601.832 -265.006 0.129 0 -0.182 2 1 N100 135.631 1155.87 1583.58 0.69 0 -0.02 3 1 N89 -0.147 7.078 0.979 0 0 0 4 1 N90 -24.398 6.815 122.029 0 0 0 5 1 Totals:0.001 1771.595 1441.583 6 1 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 7 2 N98 -294.701 621.992 -479.606 0.554 0 -0.529 8 2 N100 -255.328 1136.789 1085.17 0.033 0 0.478 9 2 N89 -35.285 6.636 176.129 0 0 0 10 2 N90 -71.241 6.178 355.498 0 0 0 11 2 Totals:-656.554 1771.594 1137.191 12 2 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 13 3 N98 -399.609 639.907 -672.579 0.925 0 -0.71 14 3 N100 -308.272 1119.32 526.734 -0.625 0 0.627 15 3 N89 -39.904 6.556 187.001 0 0 0 16 3 N90 -91.182 5.811 443.219 0 0 0 17 3 Totals:-838.966 1771.594 484.374 18 3 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 19 4 N98 -434.665 651.223 -823.583 1.198 0 -0.759 20 4 N100 -191.792 1107.986 250.675 -0.988 0 0.577 21 4 N89 -31.088 6.698 125.734 0 0 0 22 4 N90 -95.318 5.687 447.163 0 0 0 23 4 Totals:-752.863 1771.594 -0.011 24 4 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 25 5 N98 -422.97 662.568 -973.543 1.469 0 -0.746 26 5 N100 -223.801 1096.587 3.72 -1.336 0 0.597 27 5 N89 -14.225 6.933 43.851 0 0 0 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 33 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [k-ft] MY [k-ft] MZ [k-ft] 28 5 N90 -102.254 5.505 485.291 0 0 0 29 5 Totals:-763.25 1771.594 -440.681 30 5 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 31 6 N98 -330.468 670.299 -1050.794 1.61 0 -0.59 32 6 N100 -212.802 1088.207 -340.398 -1.695 0 0.493 33 6 N89 24.284 7.469 -131.924 0 0 0 34 6 N90 -93.854 5.617 461.627 0 0 0 35 6 Totals:-612.841 1771.594 -1061.488 36 6 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 37 7 N98 -149.636 662.713 -953.739 1.414 0 -0.25 38 7 N100 125.068 1094.424 -362.737 -1.591 0 0.036 39 7 N89 77.306 8.137 -389.085 0 0 0 40 7 N90 -52.74 6.32 263.972 0 0 0 41 7 Totals:-0.002 1771.594 -1441.588 42 7 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 43 8 N98 33.733 642.564 -739.948 0.991 0 0.097 44 8 N100 516.199 1113.619 134.847 -0.936 0 -0.462 45 8 N89 112.673 8.413 -563.406 0 0 0 46 8 N90 -6.052 6.999 31.309 0 0 0 47 8 Totals:656.553 1771.594 -1137.197 48 8 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 49 9 N98 138.306 624.841 -547.412 0.62 0 0.276 50 9 N100 569.086 1131.292 692.846 -0.279 0 -0.611 51 9 N89 117.583 8.265 -573.799 0 0 0 52 9 N90 13.989 7.197 -56.016 0 0 0 53 9 Totals:838.965 1771.595 -484.38 54 9 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 55 10 N98 173.254 613.651 -396.282 0.348 0 0.326 56 10 N100 452.563 1142.715 969.083 0.084 0 -0.561 57 10 N89 108.843 8.034 -512.662 0 0 0 58 10 N90 18.202 7.195 -60.134 0 0 0 59 10 Totals:752.862 1771.595 0.005 60 10 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 61 11 N98 161.562 602.373 -245.949 0.076 0 0.313 62 11 N100 484.42 1154.109 1216.136 0.433 0 -0.581 63 11 N89 91.989 7.85 -431.148 0 0 0 64 11 N90 25.277 7.263 -98.363 0 0 0 65 11 Totals:763.248 1771.595 440.675 66 11 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 67 12 N98 69.394 594.516 -168.039 -0.066 0 0.157 68 12 N100 473.27 1162.288 1560.781 0.793 0 -0.477 69 12 N89 53.206 7.565 -256.052 0 0 0 70 12 N90 16.97 7.226 -75.207 0 0 0 71 12 Totals:612.839 1771.595 1061.483 72 12 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 73 13 N98 -130.154 630.841 -594.732 0.747 0 -0.216 74 13 N100 131.091 1126.618 650.199 -0.401 0 0.007 75 13 N89 38.288 7.548 -192.01 0 0 0 76 13 N90 -39.225 6.587 196.161 0 0 0 77 13 Totals:-0.001 1771.594 59.618 78 13 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 79 14 N98 -136.953 631.749 -603.124 0.764 0 -0.227 80 14 N100 114.456 1125.761 626.571 -0.432 0 0.028 81 14 N89 36.756 7.531 -184.489 0 0 0 82 14 N90 -41.742 6.554 208.64 0 0 0 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 34 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [k-ft] MY [k-ft] MZ [k-ft] 83 14 Totals:-27.482 1771.594 47.597 84 14 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 85 15 N98 -141.401 632.578 -611.447 0.779 0 -0.234 86 15 N100 107.917 1124.947 604.068 -0.461 0 0.038 87 15 N89 35.888 7.525 -181.426 0 0 0 88 15 N90 -42.675 6.543 212.053 0 0 0 89 15 Totals:-40.271 1771.594 23.247 90 15 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 91 16 N98 -143.04 633.112 -618.071 0.789 0 -0.237 92 16 N100 107.296 1124.409 590.008 -0.479 0 0.039 93 16 N89 35.795 7.529 -182.661 0 0 0 94 16 N90 -42.745 6.545 210.72 0 0 0 95 16 Totals:-42.694 1771.594 -0.003 96 16 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 97 17 N98 -141.886 633.633 -624.328 0.799 0 -0.235 98 17 N100 107.083 1123.882 575.729 -0.497 0 0.039 99 17 N89 36.29 7.534 -184.847 0 0 0 100 17 N90 -42.493 6.546 209.769 0 0 0 101 17 Totals:-41.006 1771.594 -23.678 102 17 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 103 18 N98 -137.513 633.998 -627.944 0.805 0 -0.229 104 18 N100 113.265 1123.494 563.764 -0.511 0 0.03 105 18 N89 37.36 7.542 -188.378 0 0 0 106 18 N90 -41.018 6.561 204.219 0 0 0 107 18 Totals:-27.907 1771.594 -48.339 108 18 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 109 19 N98 -130.64 633.682 -624.841 0.798 0 -0.217 110 19 N100 129.864 1123.757 569.752 -0.502 0 0.009 111 19 N89 38.931 7.558 -195.325 0 0 0 112 19 N90 -38.155 6.596 190.79 0 0 0 113 19 Totals:-0.001 1771.594 -59.623 114 19 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 115 20 N98 -123.842 632.775 -616.45 0.782 0 -0.205 116 20 N100 146.499 1124.615 593.378 -0.471 0 -0.013 117 20 N89 40.462 7.575 -202.845 0 0 0 118 20 N90 -35.638 6.629 178.314 0 0 0 119 20 Totals:27.481 1771.594 -47.603 120 20 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 121 21 N98 -119.395 631.945 -608.127 0.766 0 -0.198 122 21 N100 153.037 1125.429 615.881 -0.443 0 -0.022 123 21 N89 41.331 7.581 -205.907 0 0 0 124 21 N90 -34.705 6.639 174.901 0 0 0 125 21 Totals:40.27 1771.594 -23.253 126 21 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 127 22 N98 -117.755 631.412 -601.504 0.756 0 -0.195 128 22 N100 153.658 1125.968 629.941 -0.424 0 -0.024 129 22 N89 41.424 7.577 -204.672 0 0 0 130 22 N90 -34.635 6.637 176.233 0 0 0 131 22 Totals:42.692 1771.594 -0.002 132 22 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 133 23 N98 -118.91 630.891 -595.246 0.746 0 -0.197 134 23 N100 153.871 1126.495 644.221 -0.406 0 -0.023 135 23 N89 40.929 7.572 -202.487 0 0 0 136 23 N90 -34.886 6.636 177.184 0 0 0 137 23 Totals:41.005 1771.594 23.672 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 35 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [k-ft] MY [k-ft] MZ [k-ft] 138 23 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 139 24 N98 -123.282 630.526 -591.629 0.74 0 -0.204 140 24 N100 147.689 1126.882 656.187 -0.392 0 -0.014 141 24 N89 39.859 7.564 -198.956 0 0 0 142 24 N90 -36.361 6.622 182.732 0 0 0 143 24 Totals:27.906 1771.594 48.333 144 24 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 145 25 N98 -358.236 916.694 -897.98 1.139 0 -0.601 146 25 N100 360.973 1590.832 1029.652 -0.51 0 0.006 147 25 N89 56.545 8.312 -284.305 0 0 0 148 25 N90 -59.283 5.753 296.389 0 0 0 149 25 Totals:-0.001 2521.592 143.756 150 25 COG (ft):X: -2.729 Y: 1.011 Z: 16.454 151 26 N98 -376.563 918.738 -919.359 1.181 0 -0.636 152 26 N100 322 1588.97 979.997 -0.576 0 0.055 153 26 N89 53.036 8.246 -266.897 0 0 0 154 26 N90 -63.947 5.638 319.66 0 0 0 155 26 Totals:-65.474 2521.592 113.401 156 26 COG (ft):X: -2.729 Y: 1.011 Z: 16.454 157 27 N98 -387.01 920.528 -938.576 1.218 0 -0.654 158 27 N100 316.725 1587.226 924.325 -0.641 0 0.07 159 27 N89 52.561 8.25 -265.853 0 0 0 160 27 N90 -65.94 5.588 328.403 0 0 0 161 27 Totals:-83.665 2521.592 48.299 162 27 COG (ft):X: -2.729 Y: 1.011 Z: 16.454 163 28 N98 -390.493 921.653 -953.624 1.245 0 -0.659 164 28 N100 328.337 1586.079 896.78 -0.677 0 0.065 165 28 N89 53.432 8.282 -271.964 0 0 0 166 28 N90 -66.354 5.577 328.803 0 0 0 167 28 Totals:-75.077 2521.592 -0.005 168 28 COG (ft):X: -2.729 Y: 1.011 Z: 16.454 169 29 N98 -389.323 922.781 -968.58 1.272 0 -0.657 170 29 N100 325.15 1584.937 872.142 -0.712 0 0.067 171 29 N89 55.109 8.319 -280.12 0 0 0 172 29 N90 -67.051 5.555 332.608 0 0 0 173 29 Totals:-76.115 2521.592 -43.95 174 29 COG (ft):X: -2.729 Y: 1.011 Z: 16.454 175 30 N98 -380.096 923.535 -976.294 1.286 0 -0.642 176 30 N100 326.243 1584.095 837.789 -0.748 0 0.057 177 30 N89 58.953 8.394 -297.624 0 0 0 178 30 N90 -66.216 5.569 330.266 0 0 0 179 30 Totals:-61.115 2521.592 -105.862 180 30 COG (ft):X: -2.729 Y: 1.011 Z: 16.454 181 31 N98 -362.044 922.748 -966.59 1.267 0 -0.608 182 31 N100 359.9 1584.677 835.523 -0.738 0 0.011 183 31 N89 64.246 8.499 -323.252 0 0 0 184 31 N90 -62.104 5.668 310.554 0 0 0 185 31 Totals:-0.001 2521.592 -143.765 186 31 COG (ft):X: -2.729 Y: 1.011 Z: 16.454 187 32 N98 -343.72 920.704 -945.219 1.225 0 -0.573 188 32 N100 398.875 1586.541 885.169 -0.672 0 -0.038 189 32 N89 67.757 8.563 -340.651 0 0 0 190 32 N90 -57.442 5.784 287.292 0 0 0 191 32 Totals:65.471 2521.592 -113.41 192 32 COG (ft):X: -2.729 Y: 1.011 Z: 16.454 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 36 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [k-ft] MY [k-ft] MZ [k-ft] 193 33 N98 -333.276 918.917 -926.007 1.188 0 -0.555 194 33 N100 404.15 1588.286 940.837 -0.607 0 -0.053 195 33 N89 68.235 8.557 -341.691 0 0 0 196 33 N90 -55.448 5.832 278.552 0 0 0 197 33 Totals:83.662 2521.592 -48.308 198 33 COG (ft):X: -2.729 Y: 1.011 Z: 16.454 199 34 N98 -329.794 917.792 -910.957 1.161 0 -0.55 200 34 N100 392.537 1589.434 968.384 -0.57 0 -0.048 201 34 N89 67.364 8.524 -335.581 0 0 0 202 34 N90 -55.032 5.842 278.151 0 0 0 203 34 Totals:75.075 2521.592 -0.004 204 34 COG (ft):X: -2.729 Y: 1.011 Z: 16.454 205 35 N98 -330.964 916.666 -895.997 1.134 0 -0.552 206 35 N100 395.723 1590.576 993.023 -0.536 0 -0.05 207 35 N89 65.688 8.488 -327.429 0 0 0 208 35 N90 -54.335 5.863 274.344 0 0 0 209 35 Totals:76.112 2521.592 43.941 210 35 COG (ft):X: -2.729 Y: 1.011 Z: 16.454 211 36 N98 -340.188 915.91 -888.277 1.12 0 -0.567 212 36 N100 394.628 1591.417 1027.381 -0.5 0 -0.04 213 36 N89 61.841 8.415 -309.932 0 0 0 214 36 N90 -55.169 5.85 276.681 0 0 0 215 36 Totals:61.112 2521.592 105.853 216 36 COG (ft):X: -2.729 Y: 1.011 Z: 16.454 217 37 N98 83.351 915.987 -888.725 1.122 0 0.153 218 37 N100 -80.761 1591.51 1020.187 -0.515 0 0.017 219 37 N89 60.46 7.91 -303.091 0 0 0 220 37 N90 -63.05 6.187 315.385 0 0 0 221 37 Totals:-0.001 2521.594 143.756 222 37 COG (ft):X: -3.919 Y: 1.011 Z: 16.454 223 38 N98 65.05 917.998 -910.102 1.164 0 0.118 224 38 N100 -119.754 1589.616 970.537 -0.58 0 0.067 225 38 N89 56.939 7.873 -285.683 0 0 0 226 38 N90 -67.709 6.109 338.648 0 0 0 227 38 Totals:-65.473 2521.594 113.401 228 38 COG (ft):X: -3.919 Y: 1.011 Z: 16.454 229 39 N98 54.598 919.772 -929.337 1.201 0 0.1 230 39 N100 -125.024 1587.871 914.885 -0.646 0 0.082 231 39 N89 56.461 7.878 -284.631 0 0 0 232 39 N90 -69.698 6.073 347.382 0 0 0 233 39 Totals:-83.664 2521.594 48.299 234 39 COG (ft):X: -3.919 Y: 1.011 Z: 16.454 235 40 N98 51.106 920.895 -944.404 1.228 0 0.095 236 40 N100 -113.404 1586.735 887.352 -0.682 0 0.077 237 40 N89 57.334 7.901 -290.732 0 0 0 238 40 N90 -70.112 6.063 347.778 0 0 0 239 40 Totals:-75.077 2521.594 -0.006 240 40 COG (ft):X: -3.919 Y: 1.011 Z: 16.454 241 41 N98 52.269 922.026 -959.377 1.255 0 0.096 242 41 N100 -116.588 1585.596 862.722 -0.717 0 0.079 243 41 N89 59.012 7.926 -298.875 0 0 0 244 41 N90 -70.807 6.047 351.579 0 0 0 245 41 Totals:-76.114 2521.594 -43.951 246 41 COG (ft):X: -3.919 Y: 1.011 Z: 16.454 247 42 N98 61.468 922.8 -967.118 1.269 0 0.112 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 37 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [k-ft] MY [k-ft] MZ [k-ft] 248 42 N100 -115.476 1584.766 828.393 -0.753 0 0.068 249 42 N89 62.864 7.972 -316.364 0 0 0 250 42 N90 -69.97 6.056 349.226 0 0 0 251 42 Totals:-61.114 2521.594 -105.863 252 42 COG (ft):X: -3.919 Y: 1.011 Z: 16.454 253 43 N98 79.474 922.05 -957.44 1.25 0 0.146 254 43 N100 -81.786 1585.386 826.148 -0.742 0 0.023 255 43 N89 68.17 8.035 -341.983 0 0 0 256 43 N90 -65.86 6.124 329.51 0 0 0 257 43 Totals:-0.001 2521.594 -143.765 258 43 COG (ft):X: -3.919 Y: 1.011 Z: 16.454 259 44 N98 97.772 920.039 -936.071 1.208 0 0.18 260 44 N100 -42.792 1587.282 875.789 -0.677 0 -0.027 261 44 N89 71.694 8.071 -359.383 0 0 0 262 44 N90 -61.202 6.202 306.255 0 0 0 263 44 Totals:65.472 2521.594 -113.41 264 44 COG (ft):X: -3.919 Y: 1.011 Z: 16.454 265 45 N98 108.221 918.266 -916.84 1.171 0 0.198 266 45 N100 -37.521 1589.028 931.436 -0.611 0 -0.042 267 45 N89 72.175 8.063 -360.429 0 0 0 268 45 N90 -59.212 6.237 297.524 0 0 0 269 45 Totals:83.663 2521.594 -48.309 270 45 COG (ft):X: -3.919 Y: 1.011 Z: 16.454 271 46 N98 111.712 917.145 -901.773 1.144 0 0.203 272 46 N100 -49.142 1590.165 958.972 -0.575 0 -0.037 273 46 N89 71.303 8.04 -354.33 0 0 0 274 46 N90 -58.797 6.246 297.127 0 0 0 275 46 Totals:75.075 2521.594 -0.004 276 46 COG (ft):X: -3.919 Y: 1.011 Z: 16.454 277 47 N98 110.549 916.015 -886.796 1.116 0 0.202 278 47 N100 -45.959 1591.304 983.602 -0.54 0 -0.039 279 47 N89 69.625 8.015 -346.19 0 0 0 280 47 N90 -58.101 6.26 293.325 0 0 0 281 47 Totals:76.113 2521.595 43.941 282 47 COG (ft):X: -3.919 Y: 1.011 Z: 16.454 283 48 N98 101.353 915.24 -879.048 1.102 0 0.186 284 48 N100 -47.073 1592.132 1017.937 -0.504 0 -0.028 285 48 N89 65.77 7.971 -328.708 0 0 0 286 48 N90 -58.937 6.251 295.673 0 0 0 287 48 Totals:61.113 2521.595 105.853 288 48 COG (ft):X: -3.919 Y: 1.011 Z: 16.454 289 49 N98 213.767 774.123 -702.829 0.863 0 0.375 290 49 N100 -213.787 1358.341 703.124 -0.559 0 0.025 291 49 N89 78.544 7.796 -393.168 0 0 0 292 49 N90 -78.523 6.335 392.869 0 0 0 293 49 Totals:0 2146.595 -0.004 294 49 COG (ft):X: -4.399 Y: 1.188 Z: 16.37 295 50 N98 -134.794 776.257 -769.319 0.984 0 -0.222 296 50 N100 134.944 1356.201 769.476 -0.537 0 0.011 297 50 N89 50.321 7.839 -252.568 0 0 0 298 50 N90 -50.471 6.297 252.406 0 0 0 299 50 Totals:-0.001 2146.594 -0.004 300 50 COG (ft):X: -3.264 Y: 1.188 Z: 16.37 301 51 N98 -152.142 737.932 -711.501 0.901 0 -0.252 302 51 N100 152.251 1312.429 711.758 -0.526 0 0.009 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 38 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [k-ft] MY [k-ft] MZ [k-ft] 303 51 N89 45.009 8.904 -225.888 0 0 0 304 51 N90 -45.119 7.595 225.628 0 0 0 305 51 Totals:-0.001 2066.86 -0.003 306 51 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 307 52 N98 -143.487 724.728 -509.615 0.525 0 -0.236 308 52 N100 158.68 1338.716 1198.617 0.082 0 -0.007 309 52 N89 26.939 8.678 -131.926 0 0 0 310 52 N90 -42.133 7.73 213.576 0 0 0 311 52 Totals:0 2079.852 770.651 312 52 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 313 53 N98 -255.838 735.497 -626.639 0.756 0 -0.449 314 53 N100 -60.717 1328.707 960.073 -0.249 0 0.292 315 53 N89 2.318 8.367 -16.707 0 0 0 316 53 N90 -71.085 7.281 350.654 0 0 0 317 53 Totals:-385.323 2079.852 667.38 318 53 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 319 54 N98 -340.723 748.209 -767.582 1.026 0 -0.61 320 54 N100 -222.849 1316.577 656.223 -0.656 0 0.516 321 54 N89 -10.723 8.186 42.088 0 0 0 322 54 N90 -93.085 6.88 454.588 0 0 0 323 54 Totals:-667.38 2079.852 385.318 324 54 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 325 55 N98 -375.339 759.429 -894.628 1.265 0 -0.675 326 55 N100 -284.268 1305.536 368.513 -1.029 0 0.604 327 55 N89 -8.761 8.219 28.635 0 0 0 328 55 N90 -102.278 6.668 497.469 0 0 0 329 55 Totals:-770.647 2079.852 -0.01 330 55 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 331 56 N98 -350.346 766.115 -973.719 1.407 0 -0.627 332 56 N100 -228.428 1298.521 174.078 -1.267 0 0.532 333 56 N89 7.639 8.479 -53.487 0 0 0 334 56 N90 -96.246 6.736 467.791 0 0 0 335 56 Totals:-667.381 2079.851 -385.337 336 56 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 337 57 N98 -272.49 766.478 -983.754 1.416 0 -0.48 338 57 N100 -70.321 1297.424 124.905 -1.308 0 0.321 339 57 N89 34.106 8.881 -182.167 0 0 0 340 57 N90 -76.619 7.068 373.623 0 0 0 341 57 Totals:-385.324 2079.852 -667.393 342 57 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 343 58 N98 -162.692 760.452 -922.123 1.288 0 -0.271 344 58 N100 147.682 1302.579 234.073 -1.141 0 0.025 345 58 N89 63.623 9.278 -322.865 0 0 0 346 58 N90 -48.614 7.543 240.258 0 0 0 347 58 Totals:-0.001 2079.852 -770.658 348 58 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 349 59 N98 -50.42 749.683 -805.318 1.058 0 -0.059 350 59 N100 367.109 1312.628 472.371 -0.81 0 -0.274 351 59 N89 88.32 9.544 -437.865 0 0 0 352 59 N90 -19.688 7.997 103.426 0 0 0 353 59 Totals:385.322 2079.852 -667.386 354 59 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 355 60 N98 34.265 737.058 -664.581 0.788 0 0.102 356 60 N100 529.143 1324.862 775.983 -0.404 0 -0.497 357 60 N89 101.553 9.625 -496.434 0 0 0 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 39 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [k-ft] MY [k-ft] MZ [k-ft] 358 60 N90 2.417 8.307 -0.292 0 0 0 359 60 Totals:667.378 2079.852 -385.324 360 60 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 361 61 N98 68.761 725.926 -537.52 0.549 0 0.167 362 61 N100 590.433 1335.967 1063.7 -0.031 0 -0.585 363 61 N89 99.709 9.535 -482.974 0 0 0 364 61 N90 11.743 8.424 -43.202 0 0 0 365 61 Totals:770.645 2079.852 0.004 366 61 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 367 62 N98 43.847 719.241 -458.21 0.406 0 0.119 368 62 N100 534.562 1342.943 1258.382 0.208 0 -0.514 369 62 N89 83.233 9.319 -401.071 0 0 0 370 62 N90 5.737 8.35 -13.771 0 0 0 371 62 Totals:667.379 2079.852 385.33 372 62 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 373 63 N98 -33.809 718.791 -447.969 0.397 0 -0.028 374 63 N100 376.554 1343.934 1307.793 0.249 0 -0.302 375 63 N89 56.573 9.019 -272.618 0 0 0 376 63 N90 -13.995 8.108 80.181 0 0 0 377 63 Totals:385.323 2079.852 667.387 378 63 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 379 64 N98 -65.457 345.91 -144.748 0.064 0 -0.107 380 64 N100 80.588 666.468 833.677 0.351 0 -0.012 381 64 N89 3.902 4.102 -16.436 0 0 0 382 64 N90 -19.032 3.959 98.159 0 0 0 383 64 Totals:0 1020.439 770.653 384 64 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 385 65 N98 -177.633 356.528 -261.649 0.294 0 -0.319 386 65 N100 -138.954 656.232 595.006 0.02 0 0.288 387 65 N89 -20.73 3.938 98.872 0 0 0 388 65 N90 -48.006 3.74 235.152 0 0 0 389 65 Totals:-385.323 1020.438 667.382 390 65 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 391 66 N98 -262.397 369.143 -402.506 0.565 0 -0.48 392 66 N100 -301.191 643.951 291.035 -0.387 0 0.511 393 66 N89 -33.769 3.823 157.784 0 0 0 394 66 N90 -70.022 3.52 339.007 0 0 0 395 66 Totals:-667.38 1020.438 385.319 396 66 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 397 67 N98 -296.978 380.346 -529.53 0.803 0 -0.545 398 67 N100 -362.647 632.876 3.243 -0.759 0 0.599 399 67 N89 -31.796 3.825 144.443 0 0 0 400 67 N90 -79.226 3.391 381.836 0 0 0 401 67 Totals:-770.646 1020.438 -0.009 402 67 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 403 68 N98 -272.046 387.099 -608.667 0.946 0 -0.498 404 68 N100 -306.765 625.952 -191.214 -0.998 0 0.528 405 68 N89 -15.376 3.964 62.399 0 0 0 406 68 N90 -73.193 3.423 352.147 0 0 0 407 68 Totals:-667.38 1020.438 -385.335 408 68 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 409 69 N98 -194.33 387.595 -618.805 0.954 0 -0.35 410 69 N100 -148.551 625.047 -240.342 -1.039 0 0.316 411 69 N89 11.112 4.187 -66.257 0 0 0 412 69 N90 -53.556 3.609 258.012 0 0 0 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 40 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [k-ft] MY [k-ft] MZ [k-ft] 413 69 Totals:-385.324 1020.438 -667.392 414 69 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 415 70 N98 -84.713 381.732 -557.303 0.826 0 -0.142 416 70 N100 69.598 630.443 -131.074 -0.872 0 0.021 417 70 N89 40.647 4.396 -206.993 0 0 0 418 70 N90 -25.533 3.866 124.715 0 0 0 419 70 Totals:-0.001 1020.438 -770.656 420 70 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 421 71 N98 27.384 371.113 -440.622 0.597 0 0.07 422 71 N100 289.17 640.719 107.351 -0.541 0 -0.279 423 71 N89 65.355 4.516 -322.082 0 0 0 424 71 N90 3.414 4.091 -12.032 0 0 0 425 71 Totals:385.322 1020.438 -667.385 426 71 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 427 72 N98 111.948 358.585 -299.969 0.326 0 0.23 428 72 N100 451.308 653.104 411.084 -0.135 0 -0.502 429 72 N89 78.587 4.53 -380.768 0 0 0 430 72 N90 25.536 4.221 -115.67 0 0 0 431 72 Totals:667.379 1020.439 -385.323 432 72 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 433 73 N98 146.409 347.471 -172.93 0.088 0 0.296 434 73 N100 512.635 664.244 698.884 0.237 0 -0.59 435 73 N89 76.73 4.471 -367.42 0 0 0 436 73 N90 34.872 4.253 -158.528 0 0 0 437 73 Totals:770.646 1020.439 0.006 438 73 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 439 74 N98 121.555 340.719 -93.574 -0.055 0 0.248 440 74 N100 456.724 671.129 893.587 0.477 0 -0.518 441 74 N89 60.235 4.376 -285.595 0 0 0 442 74 N90 28.866 4.215 -129.085 0 0 0 443 74 Totals:667.379 1020.439 385.332 444 74 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 445 75 N98 44.039 340.136 -83.232 -0.064 0 0.101 446 75 N100 298.608 671.929 942.953 0.518 0 -0.307 447 75 N89 33.554 4.254 -157.165 0 0 0 448 75 N90 9.123 4.119 -35.167 0 0 0 449 75 Totals:385.323 1020.439 667.389 450 75 COG (ft):X: -3.178 Y: 1.44 Z: 16.249 Envelope Node Reactions Node Label X [lb] LC Y [lb] LC Z [lb] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N98 max 213.767 49 923.535 30 -83.232 75 1.61 6 0 75 0.375 49 2 min -434.665 4 340.136 75 -1050.794 6 -0.066 12 0 1 -0.759 4 3 N100 max 590.433 61 1592.132 48 1583.58 1 0.793 12 0 75 0.627 3 4 min -362.647 67 625.047 69 -362.737 7 -1.695 6 0 1 -0.611 9 5 N89 max 117.583 9 9.625 60 187.001 3 0 75 0 75 0 75 6 min -39.904 3 3.823 66 -573.799 9 0 1 0 1 0 1 7 N90 max 34.872 73 8.424 61 497.469 55 0 75 0 75 0 75 8 min -102.278 55 3.391 67 -158.528 73 0 1 0 1 0 1 9 Totals:max 838.965 9 2521.595 47 1441.583 1 10 min -838.966 3 1020.438 68 -1441.588 7 Company Designer Job Number Model Name : : : : Colliers Engineering & Design enieto Project No. 10262525 5000377172-VZW_MT_LOT_Sec… Checked By : __________ 11/1/2024 10:31:13 PM RISA-3D Version 22 [ 5000377172-VZW_MT_LOT_C_H.r3d ]Page 41 Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks Member Shape Code CheckLoc[ft]LC Shear CheckLoc[ft]DirLC phi*Pnc [lb]phi*Pnt [lb]phi*Mn y-y [k-ft] phi*Mn z-z [k-ft]Cb Eqn 1 M61 PIPE_4.0 0.198 5.25 30 0.083 9.953 12 65530.03 93240 10.631 10.631 1 H1-1b 2 M77 PIPE_2.0X 0.127 8.531 30 0.071 10.427 7 7677.082 63000 3.615 3.615 1 H1-1b 3 M78 PIPE_2.0X 0.121 8.531 30 0.091 10.427 26 7677.082 63000 3.615 3.615 1 H1-1b 4 MP5A PIPE_2.5 0.142 6 49 0.029 6 49 26137.193 50715 3.596 3.596 1 H1-1b 5 MP4A PIPE_2.5 0.066 3 36 0.024 4.969 35 26137.193 50715 3.596 3.596 1 H1-1b 6 MP3A PIPE_2.5 0.125 3 44 0.031 3 6 26137.193 50715 3.596 3.596 1 H1-1b 7 MP1A PIPE_2.5 0.049 3 5 0.015 3 9 26137.193 50715 3.596 3.596 1 H1-1b 8 M91 PL1/2X3.6875 0.096 0.167 37 0.153 0.167 y 42 81812.116 82968.75 0.864 6.374 1.666 H1-1b 9 M92 PL1/2X3.6875 0.15 0.167 25 0.138 0.167 y 30 81812.116 82968.75 0.864 6.374 1.668 H1-1b 10 M93 PL1/2X3.6875 0.125 0.167 31 0.113 0.167 y 36 81812.116 82968.75 0.864 6.374 1.664 H1-1b 11 M94 PL1/2X3.6875 0.1 0.167 45 0.133 0.167 y 37 81812.116 82968.75 0.864 6.374 1.667 H1-1b 12 M97 PL1/2X6 0.057 0 42 0.052 0.167 y 42 133118.041 135000 1.406 16.875 1.667 H1-1b 13 M98 PL1/2X6 0.05 0 37 0.046 0.167 y 37 133118.041 135000 1.406 16.875 1.667 H1-1b 14 M99 PL1/2X6 0.043 0 36 0.04 0.045 y 30 133118.041 135000 1.406 16.875 1.667 H1-1b 15 M100 PL1/2X6 0.052 0 30 0.048 0.009 y 35 133118.041 135000 1.406 16.875 1.667 H1-1b 16 M101 SR_0.75 0.156 3 36 0.003 3 29 5525.431 19880.37 0.249 0.249 1 H1-1b* 17 M102 SR_0.75 0.126 0 29 0.009 4.184 6 2840.523 19880.37 0.249 0.249 1 H1-1b* 18 M103 SR_0.75 0.177 3 25 0.006 3 42 5525.431 19880.37 0.249 0.249 1 H1-1b* 19 M104 SR_0.75 0.114 3 48 0.004 3 29 5525.431 19880.37 0.249 0.249 1 H1-1b* 20 M105 SR_0.75 0.091 0 47 0.004 4.184 8 2840.523 19880.37 0.249 0.249 1 H1-1b* 21 M106 SR_0.75 0.116 3 37 0.005 3 42 5525.431 19880.37 0.249 0.249 1 H1-1b* 22 M107 PIPE_2.0X 0.089 3.172 44 0.092 3.318 42 50642.484 63000 3.615 3.615 1 H1-1b 23 M108 PIPE_2.0X 0.12 3.172 29 0.113 3.318 30 50642.484 63000 3.615 3.615 1 H1-1b 24 M109 PIPE_2.0X 0.133 0.255 32 0.107 0.219 25 50642.484 63000 3.615 3.615 1 H1-1b 25 M110 PIPE_2.0X 0.102 0.255 47 0.088 0.219 48 50642.484 63000 3.615 3.615 1 H1-1b 26 M111 PL1/2X3.6875 0.071 0.089 44 0.154 0.089 y 42 82636.41 82968.75 0.864 6.374 1.009 H1-1b 27 M112 PL1/2X3.6875 0.09 0.089 29 0.139 0.089 y 30 82636.41 82968.75 0.864 6.374 1.011 H1-1b 28 M113 PL1/2X3.6875 0.088 0.089 36 0.112 0.089 y 36 82636.41 82968.75 0.864 6.374 1.009 H1-1b 29 M114 PL1/2X3.6875 0.069 0.089 38 0.133 0.089 y 37 82636.41 82968.75 0.864 6.374 1.01 H1-1b 30 M115 PL5/8X5.625 0.306 0.5 29 0.087 0.5 y 30 114483.721 158203.125 2.06 18.539 1.342 H1-1b 31 M116 PL5/8X5.625 0.294 0.5 36 0.076 0.5 y 36 114483.721 158203.125 2.06 18.539 1.333 H1-1b 32 M117 SABREWALKWAY 0.036 5 49 0.019 5 z 12 14376.054 125550 2.4 20.997 1.785 H1-1b 33 M118 PIPE_1.5 0.12 0 7 0.04 0 12 18730.888 23593.5 1.105 1.105 1 H1-1b 34 M119 PIPE_1.5 0.064 0 54 0.013 3.5 12 18730.888 23593.5 1.105 1.105 1 H1-1b 35 M120 PIPE_1.5 0.113 0 1 0.065 0 6 18730.888 23593.5 1.105 1.105 1 H1-1b 36 M184 PIPE_2.0 0.018 3.399 55 0.001 3.399 4 27973.035 32130 1.872 1.872 1 H1-1b* 37 M186 PIPE_2.0 0.018 3.399 9 0.001 3.399 4 27973.035 32130 1.872 1.872 1 H1-1b* 38 MP2A PIPE_2.5 0.1 3 31 0.024 3 33 26137.193 50715 3.596 3.596 1 H1-1b Client: Verizon Wireless Date: 11/1/2024 Site Name: Santa Ana MTSO MDG #: 5000377172 Fuze ID #: 17356224 Page: 1 Version 2.00 I. Mount-to-Tower Connection Check Custom Orientation Required Yes Nodes (labeled per Risa) Orientation (per graphic of typical platform) N98 0 N100 0 Tower Connection Bolt Checks Yes Bolt Orientation Parallel 4 5.125 3 A36 0.625 3.5 0.8 10.0 6.0 34.8% Tower Connection Baseplate Checks No Shear Capacity / bolt (kips): Bolt Overall Utilization: Tensile Capacity / bolt (kips): Bolt Quantity per Reaction: dx (in) (Delta X of typ. bolt config. sketch): dy (in) (Delta Y of typ. bolt config. sketch): Bolt Type: Bolt Diameter (in): Required Tensile Strength / bolt (kips): Required Shear Strength / bolt (kips):