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2210 3%4 S Ritchey St # WCC01 - Plan
SITE PLAN ANTENNA PLANS ARCHITECTURAL DETAILS ENLARGED SITE PLAN TOWER ELEVATIONS TOWER ELEVATIONS NOTES SPECIAL INSPECTIONS NOT FOR USE OR DISCLOSURE OUTSIDE VERIZON WIRELESS EXCEPT UNDER WRITTEN AGREEMENT ABBREVIATIONS PROJECT DESCRIPTION PROJECT INFORMATION LEGAL DESCRIPTION SHEET INDEXPROJECT TEAMVICINITY MAP SHEET NUMBER DESCRIPTION REFERENCE GOOGLE MAPS 2210 3/4 S RITCHEY STREET UNIT# WCC01 SANTA ANA, CA 92705 SITE NAME: CRAZY HORSE THIS VICINITY MAP NOT TO SCALE PROPERTY OWNER: AGA PARTNERS 1712 NEWPORT CIR STE A SANTA ANA, CA 92705 APPROVALS CONSTRUCTION DATA: NONE JURISDICTION: TYPE OF CONSTRUCTION: OCCUPANCY: CITY OF SANTA ANA V-A B- TELEPHONE ZONING:M1 - LIGHT INDUSTRIAL MODIFICATION TO AN EXISTING VERIZON WIRELESS COMMUNICATIONS UNMANNED SUBSTATION TO CONSIST OF THE FOLLOWING: TOWER WORK: ·REMOVE (6) EXISTING 4'-4" REFLECTOR ANTENNAS (2 PER SECTOR) ·INSTALL (3) NEW 2'-6" PANEL ANTENNAS (1 PER SECTOR) ·INSTALL (3) NEW (B48) RRUS W/ KRE ANTENNA COVER (1 PER SECTOR) ·INSTALL PROPOSED MOUNT MODIFICATIONS (REFER TO SHEETS AT THE END OF THIS PLAN SET) NOTE: THE HANGING VINES/VERTICAL LANDSCAPING AROUND THE FACILITY FENCE WILL BE REPLANTED THE SIZE OF THE EXISTING EQUIPMENT LEASE AREA AND FACILITY HEIGHT WILL REMAIN UNCHANGED. APN: 403-071-19 P BK 78 PG 19 PAR 1 1. THE MAXIMUM NUMBER OF DIRECTIONAL CELLULAR ANTENNAS CURRENTLY INSTALLED IS (21). 2. THE MAXIMUM NUMBER OF DIRECTIONAL CELLULAR ANTENNA TO BE REMOVED IS (6). 3. THE MAXIMUM NUMBER OF DIRECTIONAL CELLULAR ANTENNAS TO BE INSTALLED IS (6). 4. THE SIZE, HEIGHT, DIRECTION AND LOCATION OF ANTENNAS SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS AS NEEDED 5. ALL ITEMS, WHETHER EXISTING OR NEW, WHICH ARE WITHIN THE VERIZON WIRELESS LEASE AREA ARE TO BE APPROVED APN:403-071-19 APPLICANT: VERIZON WIRELESS 15505 SAND CANYON AVE. BUILDING D, FIRST FLOOR IRVINE, CA. 92618 ARCHITECT: POWER OF DESIGN GROUP 11490 BLUEGRASS PARKWAY LOUISVILLE, KY 40299 EXISTING # OF RRUS:6 FINAL # OF RRUS:6 EXISTING # OF ANTENNAS:21 FINAL # OF ANTENNAS:21 SITE C-BAND L-SUB6 - CARRIER ADD TOWER OWNER & STRUCTURAL ENGINEER: AMERICAN TOWER 10 PRESIDENTIAL WAY WOBURN, MA 01801 ATC SITE NUMBER: 300743 TRACT:N/A LOT:1 BLOCK:19 TITLE SHEETT-1 GENERAL NOTES & SYMBOLST-2 A-1 A-2 A-3 A-4 A-6 A-5 APPLICANT'S AGENT: THE DERNA GROUP 22431 ANTONIO PKWY RANCHO SANTA MARGARITA, CA 92688 CONTACT: RACHEL BRUIN PH: (805) 215-9444 EMAIL: RBRUIN@DERNAGRP.COM Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Re v i s i o n s 11 4 9 0 B L U E G R A S S P K W Y LO U I S V I L L E , K Y 4 0 2 9 9 50 2 - 4 3 7 - 5 2 5 2 D O P PO W E R OF DE S I G N CO N S T R U C T I O N D R A W I N G S SI T E N A M E : C R A Z Y H O R S E 22 1 0 3 / 4 S R I T C H E Y S T R E E T U N I T # WC C 0 1 SA N T A A N A , C A 9 2 7 0 5 C- B A N D L - S U B 6 - C A R R I E R A D D 3/31/25 TI T L E S H E E T RF DOCUMENT PROPRIETARY INFORMATION MOUNT MODIFICATION DESIGNATTACHED ALL WORK AND MATERIALS SHALL COMPLY WITH THE FOLLOWING CODES: 2022 CALIFORNIA ADMINISTRATIVE CODE 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA RESIDENTAL CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ENERGY CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA EXISTING BUILDING CODE 2021 INTERNATIONAL BUILDING CODE (IBC) NATIONAL ELECTRIC CODE (NEC) 04/24/2024 DigiSigner Document ID: 5f4640b2-56bf-4703-9eb1-64a9432e3ee6 Bldg# 101119589 APPROVALS: PLNG - CSantana BLDG - CSG Consultants 2210 3%4 S Ritchey St # WCC018/5/2024 GE N E R A L N O T E S & S Y M B O L S Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Re v i s i o n s 11 4 9 0 B L U E G R A S S P K W Y LO U I S V I L L E , K Y 4 0 2 9 9 50 2 - 4 3 7 - 5 2 5 2 D O P PO W E R OF DE S I G N CO N S T R U C T I O N D R A W I N G S SI T E N A M E : CR A Z Y H O R S E 22 1 0 3 / 4 S R I T C H E Y S T R E E T U N I T # WC C 0 1 SA N T A A N A , CA 92 7 0 5 C- B A N D L - S U B 6 - C A R R I E R A D D 3/31/25 ’’ “ ” ’ ” 04/24/2024 DigiSigner Document ID: 5f4640b2-56bf-4703-9eb1-64a9432e3ee6 2210 3%4 S Ritchey St # WCC018/5/2024 SI T E P L A N Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Re v i s i o n s 11 4 9 0 B L U E G R A S S P K W Y LO U I S V I L L E , K Y 4 0 2 9 9 50 2 - 4 3 7 - 5 2 5 2 D O P PO W E R OF DE S I G N CO N S T R U C T I O N D R A W I N G S SI T E N A M E : CR A Z Y H O R S E 22 1 0 3 / 4 S R I T C H E Y S T R E E T U N I T # WC C 0 1 SA N T A A N A , CA 92 7 0 5 C- B A N D L - S U B 6 - C A R R I E R A D D 3/31/25 ******** ooo XX EXISTING PROPERTY LINE EXISTING ADJACENT PROPERTY LINE EXISTING LEASE AREA EXISTING EASEMENT EXISTING WOOD FENCE EXISTING WIRE FENCE EXISTING METAL FENCE EXISTING GUARD RAIL EXISTING CHAINLINK FENCE EXISTING ROAD (DIRT) EXISTING ROAD (STONE) EXISTING ROAD (PAVED) APN: 403-071-19 APN: 403-071-16 APN: 403-071-10 APN: 403-071-18 APN: 403-071-17 APN: 014-261-16 APN: 014-261-15 APN: 014-261-19 APN: 014-261-18 APN: 014-261-17 APN: 014-261-06 04/24/2024 DigiSigner Document ID: 5f4640b2-56bf-4703-9eb1-64a9432e3ee6 2210 3%4 S Ritchey St # WCC018/5/2024 X X EN L A R G E D S I T E P L A N EXISTING VERIZON WIRELESS EQUIPMENT ROOM WITHIN BUILDING Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Re v i s i o n s 11 4 9 0 B L U E G R A S S P K W Y LO U I S V I L L E , K Y 4 0 2 9 9 50 2 - 4 3 7 - 5 2 5 2 D O P PO W E R OF DE S I G N CO N S T R U C T I O N D R A W I N G S SI T E N A M E : CR A Z Y H O R S E 22 1 0 3 / 4 S R I T C H E Y S T R E E T U N I T # WC C 0 1 SA N T A A N A , CA 92 7 0 5 C- B A N D L - S U B 6 - C A R R I E R A D D 3/31/25 04/24/2024 DigiSigner Document ID: 5f4640b2-56bf-4703-9eb1-64a9432e3ee6 2210 3%4 S Ritchey St # WCC018/5/2024 AN T E N N A P L A N S 50° ALPHA AZIMUTH EXISTING ANTENNA SCHEDULE Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Re v i s i o n s 11 4 9 0 B L U E G R A S S P K W Y LO U I S V I L L E , K Y 4 0 2 9 9 50 2 - 4 3 7 - 5 2 5 2 D O P PO W E R OF DE S I G N CO N S T R U C T I O N D R A W I N G S SI T E N A M E : CR A Z Y H O R S E 22 1 0 3 / 4 S R I T C H E Y S T R E E T U N I T # WC C 0 1 SA N T A A N A , CA 92 7 0 5 C- B A N D L - S U B 6 - C A R R I E R A D D 3/31/25 A1 180° BETA AZIMUTH 300° GAMMA AZIMUTH A2 A3 A4 A5 A6 A7 A1 A2 A6 A7 A5 A3 A4 B1B2 B6 B7 B5 B3 B4 C1 C2 C6 C7 C5 C3 C4 C1 C2 C3C4C5 C6 C7 C1 C2 C3 C4 C5 C6 C7 50° ALPHA AZIMUTH 180° BETA AZIMUTH 300° GAMMA AZIMUTH PROPOSED ANTENNA SCHEDULE 04/24/2024 DigiSigner Document ID: 5f4640b2-56bf-4703-9eb1-64a9432e3ee6 2210 3%4 S Ritchey St # WCC018/5/2024 TO W E R E L E V A T I O N S Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Re v i s i o n s 11 4 9 0 B L U E G R A S S P K W Y LO U I S V I L L E , K Y 4 0 2 9 9 50 2 - 4 3 7 - 5 2 5 2 D O P PO W E R OF DE S I G N CO N S T R U C T I O N D R A W I N G S SI T E N A M E : CR A Z Y H O R S E 22 1 0 3 / 4 S R I T C H E Y S T R E E T U N I T # WC C 0 1 SA N T A A N A , CA 92 7 0 5 C- B A N D L - S U B 6 - C A R R I E R A D D 3/31/25 04/24/2024 DigiSigner Document ID: 5f4640b2-56bf-4703-9eb1-64a9432e3ee6 2210 3%4 S Ritchey St # WCC018/5/2024 TO W E R E L E V A T I O N S Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Re v i s i o n s 11 4 9 0 B L U E G R A S S P K W Y LO U I S V I L L E , K Y 4 0 2 9 9 50 2 - 4 3 7 - 5 2 5 2 D O P PO W E R OF DE S I G N CO N S T R U C T I O N D R A W I N G S SI T E N A M E : CR A Z Y H O R S E 22 1 0 3 / 4 S R I T C H E Y S T R E E T U N I T # WC C 0 1 SA N T A A N A , CA 92 7 0 5 C- B A N D L - S U B 6 - C A R R I E R A D D 3/31/25 04/24/2024 DigiSigner Document ID: 5f4640b2-56bf-4703-9eb1-64a9432e3ee6 2210 3%4 S Ritchey St # WCC018/5/2024 AR C H I T E C T U R A L D E T A I L S PHYSICAL DATA HEIGHT ('H'): WIDTH ('W'): DEPTH ('D"): NET WEIGHT: REMOTE RADIO UNIT MODEL: 8.4" 7.9" 4.1" 10 LBS "ERICSSON" Radio 4408 PLAN VIEWSIDE ELEV. VIEWFRONT ELEV. VIEW Ir v i n e , C A . 9 2 6 1 8 Bu i l d i n g " D " , F i r s t F l o o r (9 4 9 ) 2 8 6 - 7 0 0 0 De p t . A& C Da t e Ap p r o v e d RE IN T RF EE EE / O U T OP S 15 5 0 5 S a n d C a n y o n A v e . Re v i s i o n s 11 4 9 0 B L U E G R A S S P K W Y LO U I S V I L L E , K Y 4 0 2 9 9 50 2 - 4 3 7 - 5 2 5 2 D O P PO W E R OF DE S I G N CO N S T R U C T I O N D R A W I N G S SI T E N A M E : CR A Z Y H O R S E 22 1 0 3 / 4 S R I T C H E Y S T R E E T U N I T # WC C 0 1 SA N T A A N A , CA 92 7 0 5 C- B A N D L - S U B 6 - C A R R I E R A D D 3/31/25 INSTALL RAIL DIRECT TO WALL OR TO UNISTRUT MOUNTING POLE W ANTENNA PHYSICAL DATA LENGTH ('L'): WIDTH ('W'): DEPTH ('D"): NET WEIGHT (WITHOUT MOUNTING KIT): RADOME MATERIAL: ANTENNA MODEL: ANTENNA TYPE: FREQUENCY RANGES: ANTENNA DATA SIDE VIEWFRONT VIEW "ERICSSON" AIR6449-LS6 MULTIBAND 3700 - 3980 MHZ BOTTOM VIEW H D 30.4" 15.9" 10.6" 81.6# FIBERGLASS (UV RESISTANT) 04/24/2024 DigiSigner Document ID: 5f4640b2-56bf-4703-9eb1-64a9432e3ee6 2210 3%4 S Ritchey St # WCC018/5/2024 Maser Consulting 865 South Figueroa Street, Suite 3500 Los Angeles, CA 90017 213.627.1214 ashley.sustek@colliersengineering.com Post-Modification Antenna Mount Analysis Report and PMI Requirements Mount Fix SMART Tool Project #: 10124245 Maser Consulting Project #: 21926980A January 6, 2022 Site Information Site ID: 123963-VZW / CRAZY HORSE Site Name: CRAZY HORSE Carrier Name: Verizon Wireless Address: 2191 S. Ritchey Street Santa Ana, California 92705 Orange County Latitude: 33.717528° Longitude: -117.844222° Structure Information Tower Type: 60-Ft Monopole Mount Type: 15.83-Ft T-Arm FUZE ID # 16231521 Analysis Results T-Arm: 93.6% Pass w/ Modifications* *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: Prasanna Dhakal 2210 3%4 S Ritchey St # WCC018/5/2024 Mount Post-Modification Analysis Report (3) 15.83-Ft T-Arm January 6, 2022 Site ID: 123963-VZW / CRAZY HORSE Page | 2 Executive Summary: The objective of this report is to summarize the analysis results of the antenna support mount including the proposed modifications at the subject facility for the final wireless telecommunications configuration, per the applicable codes and standards. 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: 425895, dated May 6, 2021 Mount Mapping Report RKS Design & Engineering, LLC, Site ID: ATC: 300743, dated December 4, 2021 Preliminary Construction Drawings Power of Design Group, Customer #: 123963, dated June 17, 2021 Previous Mount Analysis Maser Consulting, Project #: 21926980A, dated December 22, 2021 Mount Modification Drawings Maser Consulting, Project #: 21926980A, dated January 6, 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: C Topographic Category: 1 Topographic Feature Considered: N/A Topographic Method: N/A Ground Elevation Factor, Ke: 0.997 Seismic Parameters: SS: 1.270 g S1: 0.455 g Maintenance Parameters: Wind Speed (3-sec. Gust): 30 mph Maintenance Live Load, Lv: 250 lbs. Maintenance Live Load, Lm: 500 lbs. Analysis Software: RISA-3D (V17) 2210 3%4 S Ritchey St # WCC018/5/2024 Mount Post-Modification Analysis Report (3) 15.83-Ft T-Arm January 6, 2022 Site ID: 123963-VZW / CRAZY HORSE 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 58.50 60.50 3 Ericsson AIR 6449 Added 58.50 3 Ericsson KRE105281/1 w/ 4408 6 Allgon 7143.24.05 Retained 6 Commscope NHH-65C-R2B 3 Ericsson 700/850 RRU 3 Ericsson PCS/AWS RRU 3 Raycap RCMDC-6627-PF-48 3 Andrew OMNI 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 Maser Consulting 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 Maser Consulting 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. 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. 2210 3%4 S Ritchey St # WCC018/5/2024 Mount Post-Modification Analysis Report (3) 15.83-Ft T-Arm January 6, 2022 Site ID: 123963-VZW / CRAZY HORSE Page | 4 6. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. Maser Consulting 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 fo llows, 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 8. Any mount modifications listed under Sources of Information are assumed to have been installed per the design specifications. Discrepancies between in-field conditions and the assumptions listed above may render this analysis invalid unless explicitly approved by Maser Consulting. Analysis Results: Component Utilization % Pass/Fail Face Horizontal 25.9% Pass Standoff Horizontal 48.9% Pass Mast Pipe 1.0% Pass Mount Pipe 60.6% Pass Mod Face Horizontal 24.6% Pass Mod Standoff 36.1% Pass Mount Connection (Bolt) 24.9% Pass Mount Connection (Weld) 93.6% Pass Structure Rating – (Controlling Utilization of all Components) 93.6% 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 18.9 8.1 26.5 15.8 0.5 24.3 11.2 35.4 22.3 1 29.6 14.2 44.0 28.5 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. - Ka factors included in (EPA)a calculations 2210 3%4 S Ritchey St # WCC018/5/2024 Mount Post-Modification Analysis Report (3) 15.83-Ft T-Arm January 6, 2022 Site ID: 123963-VZW / CRAZY HORSE Page | 5 Requirements: The existing mounts will be SUFFICIENT for the final loading configuration (attachment 2) after the modifications detailed in attachment 3 are successfully completed. 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 . Attachments: 1. Contractor Required PMI Report Deliverables 2. Antenna Placement Diagrams 3. Mount Modification Drawings 4. Mount Photos 5. Mount Mapping Report (for reference only) 6. Analysis Calculations 2210 3%4 S Ritchey St # WCC018/5/2024 Mount Desktop – Post Modification Inspection (PMI) Report Requirements Documents & Photos Required from Contractor – Mount Modification 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 __________________________________________________________________________________________________________________________________________________________________________________________________________ PSLC #: 123963 SMART Project #: 10124245 Fuze Project ID: 16231521 Purpose – to upload the proper documentation to the SMART Tool in order to allow the SMART Tool engineering vendor 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 modification was completed in accordance with the modification drawings. • Contractor shall relay any data that can impact the performance of the mount or the mount modification, this includes safety issues. Base Requirements: • If installation of the modification 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 drawings” showing contractor’s name, 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 post-modification passing mount analysis (MA) contact the SMART Tool vendor immediately. • Each photo shall be time and date stamped. • Photos should be high resolution. • Contractor shall ensure that the safety climb wire rope is 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 of the modifications. o Photos of the mount after installation of the modifications; if the mounts are at different rad elevations, pictures must be provided for all elevations that the modifications were installed • Photos taken at Mount Elevation o Photos showing the safety climb wire rope above and below the mount prior to modification. o Photos showing the climbing facility and safety climb if present. 2210 3%4 S Ritchey St # WCC018/5/2024 o Photos showing each individual sector after installation of modifications. Each entire sector must 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. o Photos of each installed modification per the modification drawings; pictures shall also include connection hardware (U-bolts, bolts, nuts, all-threaded rods, etc.) o Photos showing the distances (relative distance between collars) of the installed modifications from the appropriate reference locations shown in the modification drawings. o Photos showing the installed modifications onto the tower (i.e. ring/collar mounts, tie- backs, V-bracing kits, etc.); if the existing mount elevation needs to be changed according to the modification drawings, an elevation measurement shall be provided before the elevation change. Material Certification: • Materials utilized must be as per specification on the drawings or the equivalent as validated by the SMART Tool vendor. o If the materials are as specified on the drawings ▪ The contractor shall provide the packing list, or the materials certifications for the materials utilized to perform the mount modification ▪ Commscope, Metrosite, Perfect Vision, Sabre, and Site Pro have all agreed to support Verizon vendors with the necessary material certifications o If seeking permission to use an equivalent ▪ It is required that the SMART Tool engineering vendor approval of such is included in the contractor submission package. There may be an additional charge for approval if the equivalent submission doesn’t meet specifications as prescribed in the drawings. ☐ All hardware has been properly installed, and the existing hardware was inspected. ☐ The material utilized was as specified on the SMART Tool engineering vendor Mount Modification Drawings 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. Antenna & Equipment Placement and Geometry Confirmation: ☐ 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. 2210 3%4 S Ritchey St # WCC018/5/2024 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. Comments: Was the mount modification completed in conjunction with the equipment change / installation? ☐ Yes ☐ No Special Instructions / Validation as required from the MA or Mod Drawings : Issue: N/A Response: Special Instruction Confirmation: ☐ The contractor has read and acknowledges the above special instructions. 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 2210 3%4 S Ritchey St # WCC018/5/2024 Comments: Certifying Individual: Company: Employee Name: Contact Phone: Email: Date: 2210 3%4 S Ritchey St # WCC018/5/2024 Structure: 123963-VZW - CRAZY HORSE Sector: Structure Type: Mount Elev: A Monopole 10124245 58.50 1/3/2022 Page: 1 Plan View Front View - Looking at Structure Copyright 2019 by Tower Engineering Solutions, LLC. All Rights Reserved 124 36 57 A3 A2 A4A4 R7 A1A3 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 A3 7143.24.05 47 12 185 1 a Front 24 0 Retained 12/04/2021 A2 AIR 6449 30.8 16.1 155 2 a Front 24 0 Added A4 NHH-65C-R2B 96 11.9 86 4 a Front 48 7 Retained A4 NHH-65C-R2B 96 11.9 86 4 b Front 48 -7 Retained R7 PCS/AWS RRU 15 13.2 86 4 a Behind 24 0 Retained A1 KRE105281/1 8.4 7.9 35.75 6 a Front 24 0 Added A3 7143.24.05 47 12 5 7 a Front 24 0 Retained 12/04/2021 2210 3%4 S Ritchey St # WCC018/5/2024 Structure: 123963-VZW - CRAZY HORSE Sector: Structure Type: Mount Elev: B Monopole 10124245 58.50 1/3/2022 Page: 1 Plan View Front View - Looking at Structure Copyright 2019 by Tower Engineering Solutions, LLC. All Rights Reserved 124 36 57 A3 A2 A4A4 R7 A1A3 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 A3 7143.24.05 47 12 185 1 a Front 24 0 Retained 12/04/2021 A2 AIR 6449 30.8 16.1 155 2 a Front 24 0 Added A4 NHH-65C-R2B 96 11.9 86 4 a Front 48 7 Retained A4 NHH-65C-R2B 96 11.9 86 4 b Front 48 -7 Retained R7 PCS/AWS RRU 15 13.2 86 4 a Behind 24 0 Retained A1 KRE105281/1 8.4 7.9 35.75 6 a Front 24 0 Added A3 7143.24.05 47 12 5 7 a Front 24 0 Retained 12/04/2021 2210 3%4 S Ritchey St # WCC018/5/2024 Structure: 123963-VZW - CRAZY HORSE Sector: Structure Type: Mount Elev: C Monopole 10124245 58.50 1/3/2022 Page: 1 Plan View Front View - Looking at Structure Copyright 2019 by Tower Engineering Solutions, LLC. All Rights Reserved 124 36 57 A3 A2 A4A4 R7 A1A3 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 A3 7143.24.05 47 12 185 1 a Front 24 0 Retained 12/04/2021 A2 AIR 6449 30.8 16.1 155 2 a Front 24 0 Added A4 NHH-65C-R2B 96 11.9 86 4 a Front 48 7 Retained A4 NHH-65C-R2B 96 11.9 86 4 b Front 48 -7 Retained R7 PCS/AWS RRU 15 13.2 86 4 a Behind 24 0 Retained A1 KRE105281/1 8.4 7.9 35.75 6 a Front 24 0 Added A3 7143.24.05 47 12 5 7 a Front 24 0 Retained 12/04/2021 2210 3%4 S Ritchey St # WCC018/5/2024 ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE SITE NAME: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. I AM RESPONSIBLE FOR DETERMINING THAT THE ARCHITECTURALDESIGN INCLUDED IN THIS APPLICATION ARE IN COMPLIANCE WITHALL LAWS AND REGULATIONS OF THE DISTRICT OF COLUMBIA. I HAVEPERSONALLY PREPARED, OR DIRECTLY SUPERVISED THE DEVELOPMENTOF THE ENGINEERING DESIGNS INCLUDED IN THIS APPLICATION. SCALE : Know what'sbelow. before you dig.Call R SHEET TITLE : DRAWN BY PROTECT YOURSELF IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER : \l u j \ A l l O f f i c e s \ M t L a u r e l \ P r o j e c t s \ 2 0 2 1 \ 2 1 9 2 6 0 0 0 A \ 2 1 9 2 6 9 8 0 A \ C o n s t r u c t i o n \ R e v 0 \ T e m p l a t e . M o u n t M O D . d w g \ S T - 1 B y : P D H A K A L REV DATE DESCRIPTION CHECKED BY FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM JOB NUMBER : Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. www.colliersengineering.com C O N S U L T I N G Engineering & Design Engineering & Design Phone: CRAZY HORSE 123963 AS SHOWN 0 .. .. LOS ANGELES 865 South Figueroa Street Suite 3500 Los Angeles, CA 90017 213.627.1214 COLLIERS ENGINEERING & DESIGN, INC. DOING BUSINESS AS MASER CONSULTING 21926980A . .. ... 2191 S. RITCHEY STREET SANTA ANA, CA 92705 ORANGE COUNTY ISSUED FOR CONSTRUCTION PD . . ... ...... 01/06/22 ILR ... .. ......... _____________________________ Doing Business as COPYRIGHT © COLLIERS ENGINEERING & DESIGN ALL RIGHTS RESERVED THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE EXPRESS WRITTEN CONSENT OF COLLIERS ENGINEERING & DESIGN. MOUNT MODIFICATION DRAWINGS EXISTING 15.83' T-ARM TITLE SHEET ST-1 2022 TOWER OWNER: AMERICAN TOWER CORPORATION TOWER OWNER SITE NUMBER: 300743 CARRIER SITE NAME: CRAZY HORSE CARRIER SITE NUMBER: 123963 FUZE ID: 16231521 2191 S. RITCHEY STREET SANTA ANA , CA 92705 ORANGE COUNTY LATITUDE: 33.717528° N LONGITUDE: 117.844222° W CONTRACTOR PMI REQUIREMENTS PMI LOCATION:HTTPS://PMI.VZWSMART.COM SMART TOOL PROJECT #:10124245 VZW LOCATION CODE (PSLC): 123963 ANALYSIS DATE:1/6/2022 PMI REQUIREMENTS EMBEDDED WITHIN MOUNT MODIFICATION REPORT DESIGN CRITERIA WIND LOADS BASIC WIND SPEED (3 SECOND GUST), V = 95 MPH EXPOSURE CATEGORY C TOPOGRAPHIC CATEGORY 1 MEAN BASE ELEVATION (AMSL) = 71.48' ICE LOADS ICE WIND SPEED (3 SECOND GUST), V = 30 MPH ICE THICKNESS = 0.00 IN SEISMIC LOADS SEISMIC DESIGN CATEGORY D SHORT TERM MCER GROUND MOTION, SS = 1.270 LONG TERM MCER GROUND MOTION, S1 = 1.455 SHEET INDEX SHEET DESCRIPTION ST-1 TITLE SHEET SBOM-1 BILL OF MATERIALS SGN-1 GENERAL NOTES SCF-1 SS-1 MODIFICATION DETAILS SS-2 CLIMBING FACILITY DETAIL MOUNT PHOTOS SPECIFICATION SHEETS PROJECT INFORMATION APPLICANT/LESSEE COMPANY:VERIZON WIRELESS CLIENT REPRESENTATIVE COMPANY:VERIZON WIRELESS PROJECT MANAGER COMPANY:COLLIERS ENGINEERING & DESIGN CONTACT:ASHLEY SUSTEK PHONE:561.789.1007 E-MAIL:ASHLEY.SUSTEK@COLLIERSENGINEERING.COM 2210 3%4 S Ritchey St # WCC018/5/2024 ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE SITE NAME: I AM RESPONSIBLE FOR DETERMINING THAT THE ARCHITECTURALDESIGN INCLUDED IN THIS APPLICATION ARE IN COMPLIANCE WITHALL LAWS AND REGULATIONS OF THE DISTRICT OF COLUMBIA. I HAVEPERSONALLY PREPARED, OR DIRECTLY SUPERVISED THE DEVELOPMENTOF THE ENGINEERING DESIGNS INCLUDED IN THIS APPLICATION. SCALE : Know what'sbelow. before you dig.Call R SHEET TITLE : DRAWN BY PROTECT YOURSELF IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER : \l u j \ A l l O f f i c e s \ M t L a u r e l \ P r o j e c t s \ 2 0 2 1 \ 2 1 9 2 6 0 0 0 A \ 2 1 9 2 6 9 8 0 A \ C o n s t r u c t i o n \ R e v 0 \ T e m p l a t e . M o u n t M O D . d w g \ S B O M - 1 B y : P D H A K A L REV DATE DESCRIPTION CHECKED BY FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM JOB NUMBER : Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. www.colliersengineering.com C O N S U L T I N G Engineering & Design Engineering & Design Phone: CRAZY HORSE 123963 AS SHOWN 0 .. .. LOS ANGELES 865 South Figueroa Street Suite 3500 Los Angeles, CA 90017 213.627.1214 COLLIERS ENGINEERING & DESIGN, INC. DOING BUSINESS AS MASER CONSULTING 21926980A . .. ... 2191 S. RITCHEY STREET SANTA ANA, CA 92705 ORANGE COUNTY ISSUED FOR CONSTRUCTION PD . . ... ...... 01/06/22 ILR ... .. ......... _____________________________ Doing Business as SBOM-1 BILL OF MATERIALS NOTES: 1.THE MANUFACTURERS LISTED ARE THE APPROVED VENDORS FOR THE VZW MOUNT KITS. EACH MANUFACTURER WILL BE AWARE OF WHICH KITS HAVE BEEN THROUGH THE VZW APPROVAL PROCESS AND THEY ARE IN TURN APPROVED TO SELL. PLEASE NOTE THAT THE MATERIAL UTILIZED ON THE MOUNT MODIFICATIONS WILL BE REVIEWED AS A PART OF THE DESKTOP PMI COMPLETED BY THE SMART TOOL VENDOR. IT WILL BE REQUIRED THAT THE VZW KITS SPECIFIED ARE UTILIZED IN THE MODIFICATIONS. 2.ALL MATERIALS REQUIRED FOR THE DESIGNED MODIFICATIONS BUT NOT LISTED IN THIS SHEET ARE ASSUMED TO BE PROVIDED BY THE CONTRACTOR. VZWSMART KITS - APPROVED VENDORS COMMSCOPE CONTACT SALVADOR ANGUIANO PHONE (817) 304-7492 EMAIL SALVADOR.ANGUIANO@COMMSCOPE.COM WEBSITE WWW.COMMSCOPE.COM METROSITE FABRICATORS, LLC CONTACT KENT RAMEY PHONE (706) 335-7045 (O), (706) 982-9788 (M) EMAIL KENT@METROSITELLC.COM WEBSITE METROSITEFABRICATORS.COM PERFECTVISION CONTACT WIRELESS SALES PHONE (844) 887-6723 EMAIL WWW.PERFECT-VISION.COM WEBSITE WIRELESSSALES@PERFECT-VISION.COM SABRE INDUSTRIES, INC. CONTACT ANGIE WELCH PHONE (866) 428-6937 EMAIL AKWELCH@SABREINDUSTRIES.COM WEBSITE WWW.SABRESITESOLUTIONS.COM SITE PRO 1 CONTACT PAULA BOSWELL PHONE (972) 236-9843 EMAIL PAULA.BOSWELL@VALMONT.COM WEBSITE WWW.SITEPRO1.COM BILL OF MATERIALS SECTION 1 - VZWSMART KITS QUANTITY MANUFACTURER PART NUMBER DESCRIPTION NOTES UNIT WEIGHT (LBS.)WEIGHT (LBS.) 3 VZWSMART VZWSMART-SFK4 T-ARM KIT CONTRACTOR TO VERIFY THE LENGTH REQUIRED AND TRIM AS NECESSARY IN ACCORDANCE WITH THE 'STRUCTURAL STEEL' NOTES ON SHEET SGN-1.106 318 6 VZWSMART-P40-238X096 96" LONG, PIPE 2 STD (2.375"OD X 0.154" THK) 29 174 12 VZWSMART-MSK2 CROSSOVER PLATE 15 180 6 VZWSMART-MSK5 CROSSOVER PLATE 16 96 SECTION 2 - OTHER REQUIRED PARTS QUANTITY MANUFACTURER PART NUMBER DESCRIPTION NOTES UNIT WEIGHT (LBS.)WEIGHT (LBS.) 3 --108" LONG, P3 STD GALVANIZED 68 205 1 SITE PRO 1 UQB4 QUAD UNIVERSAL RING MOUNT OR EOR APPROVED EQUAL, CONTACT MASER CONSULTING FOR APPROVAL OF SUBSTITUTION 351 351 TOTAL:1324 VZWSMART KITS - APPROVED VENDORS NEWAVE CONTACT NEWAVE SALES TEAM PHONE (971) 239-4762 EMAIL SALES@NEWAVETC.COM WEBSITE WWW.NEWAVETC.COM BETTER METAL, LLC CONTACT DAVID STANSBERRY PHONE (615) 535-0990 (O), (615) 631-2520 (M) EMAIL DLS@BETTERMETAL.COM WEBSITE WWW.BETTERMETAL.COM 2210 3%4 S Ritchey St # WCC018/5/2024 ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE SITE NAME: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. I AM RESPONSIBLE FOR DETERMINING THAT THE ARCHITECTURALDESIGN INCLUDED IN THIS APPLICATION ARE IN COMPLIANCE WITHALL LAWS AND REGULATIONS OF THE DISTRICT OF COLUMBIA. I HAVEPERSONALLY PREPARED, OR DIRECTLY SUPERVISED THE DEVELOPMENTOF THE ENGINEERING DESIGNS INCLUDED IN THIS APPLICATION. SCALE : Know what'sbelow. before you dig.Call R SHEET TITLE : DRAWN BY PROTECT YOURSELF IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER : \l u j \ A l l O f f i c e s \ M t L a u r e l \ P r o j e c t s \ 2 0 2 1 \ 2 1 9 2 6 0 0 0 A \ 2 1 9 2 6 9 8 0 A \ C o n s t r u c t i o n \ R e v 0 \ T e m p l a t e . M o u n t M O D . d w g \ S G N - 1 B y : P D H A K A L REV DATE DESCRIPTION CHECKED BY FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM JOB NUMBER : Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. www.colliersengineering.com C O N S U L T I N G Engineering & Design Engineering & Design Phone: CRAZY HORSE 123963 AS SHOWN 0 .. .. LOS ANGELES 865 South Figueroa Street Suite 3500 Los Angeles, CA 90017 213.627.1214 COLLIERS ENGINEERING & DESIGN, INC. DOING BUSINESS AS MASER CONSULTING 21926980A . .. ... 2191 S. RITCHEY STREET SANTA ANA, CA 92705 ORANGE COUNTY ISSUED FOR CONSTRUCTION PD . . ... ...... 01/06/22 ILR ... .. ......... _____________________________ Doing Business as SGN-1 MODIFICATION NOTES PROJECT NOTES 1.SEE MODIFICATION NOTES 2.THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITY COMPANIES OR OTHER PUBLIC/GOVERNING AUTHORITIES. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, COUNTY OR MUNICIPAL AUTHORITIES. 4.THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN WRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF BIDS OR PERFORMANCE OF WORK. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE AS A RESULT OF CONSTRUCTION OF THIS FACILITY AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 6.THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 7.THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING THE BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND CONSTRUCTION DRAWINGS. 8.THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THESE DRAWINGS MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 9.SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE WORN TO ALERT OF ANY POTENTIALLY DANGEROUS EXPOSURE LEVELS. 10.NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS FACILITY AS TO CAUSE A NUISANCE. 11.THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS IS REQUIRED). GENERAL NOTES 1.THESE MODIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE GOVERNING PROVISIONS OF THE TELECOMMUNICATIONS INDUSTRY STANDARD TIA-222-H. MATERIALS AND SERVICES PROVIDED BY THE CONTRACTOR SHALL CONFORM TO THE ABOVE MENTIONED CODES. 2.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PREVENT DAMAGE TO EXISTING STRUCTURES. ANY DAMAGE TO EXISTING STRUCTURES AS A RESULT OF THE CONTRACTOR'S WORK OR FROM DAMAGE DUE TO OTHER CAUSES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 3.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE BEGINNING WORK, ORDERING MATERIAL, AND PREPARING OF SHOP DRAWINGS. ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. IF THE CONTRACTOR DISCOVERS ANY EXISTING CONDITIONS THAT ARE NOT REPRESENTED ON THESE DRAWINGS, OR ANY CONDITIONS THAT WOULD INTERFERE WITH THE INSTALLATION OF THE MODIFICATIONS, NOTIFY THE ENGINEER IMMEDIATELY. 4.IT IS ASSUMED THAT ANY STRUCTURAL MODIFICATION WORK SPECIFIED ON THESE PLANS WILL BE ACCOMPLISHED BY KNOWLEDGEABLE WORKMEN WITH TOWER CONSTRUCTION EXPERIENCE. 5.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, TECHNIQUES, SEQUENCES, AND PROCEDURES. 6.ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN AND SHALL MEET ANSI/TIA-322 (LATEST EDITION), OSHA, AND GENERAL INDUSTRY STANDARDS. ALL RIGGING PLANS SHALL ADHERE TO ANSI/TIA-322 (LATEST EDITION) INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION. 7.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PROGRAMS IN ACCORDANCE WITH APPLICABLE SAFETY CODES. 8.WORK SHALL ONLY BE PERFORMED DURING CALM DRY DAYS (WINDS LESS THAN 30-MPH). THE STRUCTURE SHOWN ON THE DRAWINGS IS STRUCTURALLY SOUND ONLY IN THE COMPLETED FORM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING ERECTION. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT, SHORING, BRACING AND ANY OTHER STRUCTURAL SYSTEMS AS REQUIRED TO RESIST ALL FORCES THAT MAY OCCUR DURING HANDLING AND ERECTION UNTIL THE STRUCTURE IS FULLY COMPLETED. TEMPORARY SUPPORTS, BRACING AND OTHER STRUCTURAL SYSTEMS REQUIRED DURING CONSTRUCTION SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER THEIR USE. 9.ALL INSTALLATIONS PERFORMED ON THIS STRUCTURE SHALL BE COMPLETED IN ACCORDANCE WITH THE GOVERNING PROVISIONS OF THE STANDARD FOR INSTALLATION, ALTERATION AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS, ANSI/TIA-322. 10.CONTRACTOR SHALL SECURE SITE BACK TO EXISTING CONDITION UNDER SUPERVISION OF OWNER. ALL FENCE, STONE, GEOFABRIC, GROUNDING, AND SURROUNDING GRADE SHALL BE REPLACED AND REPAIRED AS REQUIRED TO ACHIEVE OWNER APPROVAL. POSITIVE DRAINAGE AWAY FROM TOWER SITE SHALL BE MAINTAINED. 11.CONNECTIONS BETWEEN ITEMS SUPPORTED BY THE STRUCTURE AND THE STRUCTURE NOT SPECIFICALLY DETAILED IN THE CONTRACT DOCUMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR. SUCH CONNECTIONS SHALL BE DESIGNED, COORDINATED AND INSPECTED BY A PROFESSIONAL STRUCTURAL ENGINEER LICENSED IN THE STATE OF THE PROJECT. SUBMIT SIGNED AND SEALED CALCULATIONS DURING SHOP DRAWING REVIEW. 12. DO NOT SCALE DRAWINGS. 13. DO NOT USE THESE DRAWINGS FOR ANY OTHER SITE. 14.ALL MATERIAL UTILIZED FOR THIS PROJECT MUST BE NEW AND FREE OF ANY DEFECTS. ANY MATERIAL SUBSTITUTIONS, INCLUDING BUT NOT LIMITED TO ALTERED SIZE AND/OR STRENGTHS, MUST BE APPROVED BY THE OWNER AND ENGINEER IN WRITING. 15.THE MOUNT UNDER NO CIRCUMSTANCES SHOULD BE USED AS A TIE OFF POINT. STRUCTURAL STEEL 1.DESIGN, DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING PUBLICATIONS EXCEPT AS SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS. a.AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL OF STEEL CONSTRUCTION (15TH EDITION) b.SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS c.AISC CODE OF STANDARD PRACTICE 2.STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS OTHERWISE SHOWN: CHANNELS, ANGLES, PLATES, ETC.ASTM A36 (GR 36) STEEL PIPE ASTM A53 (GR 35) BOLTS ASTM A325 NUTS ASTM A563 LOCK WASHERS LOCKING STRUCTURAL GRADE 3.ALL SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL BE APPROVED IN WRITING BY THE ENGINEER. CONTRACTOR SHALL PROVIDE DOCUMENTATION TO ENGINEER FOR VERIFYING THE SUBSTITUTE IS SUITABLE FOR USE AND MEETS ORIGINAL DESIGN CRITERIA. DIFFERENCES FROM THE ORIGINAL DESIGN, INCLUDING MAINTENANCE, REPAIR AND REPLACEMENT, SHALL BE NOTED. ESTIMATES OF COSTS/CREDITS ASSOCIATED WITH THE SUBSTITUTION (INCLUDING RE-DESIGN COSTS AND COSTS TO SUB-CONTRACTORS) SHALL BE PROVIDED TO THE ENGINEER. CONTRACTOR SHALL PROVIDE ADDITIONAL DOCUMENTATION AND/OR SPECIFICATIONS TO THE ENGINEER AS REQUESTED. 4.PROVIDE STRUCTURAL STEEL SHOP DRAWINGS TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION. a.SUBMIT SHOP DRAWINGS TO ASHLEY.SUSTEK@COLLIERSENGINEERING.COM b.PROVIDE MASER CONSULTING PROJECT # AND MASER CONSULTING PROJECT ENGINEER CONTACT IN THE BODY OF THE EMAIL. 5.DRILL NO HOLES IN ANY NEW OR EXISTING STRUCTURAL STEEL MEMBERS OTHER THAN THOSE SHOWN ON STRUCTURAL DRAWINGS WITHOUT THE APPROVAL OF THE ENGINEER OF RECORD. 6.GALVANIZED ASTM A325 BOLTS SHALL NOT BE REUSED. 7.ALL NEW STEEL SHALL BE HOT BE DIPPED GALVANIZED FOR FULL WEATHER PROTECTION. IN ADDITION ALL NEW STEEL SHALL BE PAINTED TO MATCH EXISTING STEEL. CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION TO PROTECT STEEL BY ANY OTHER MEANS. 8.CONTRACTOR SHALL PROTECT CUT ENDS OF ALL FIELD-CUT STEEL WITH TWO (2) COATS OF COLD GALVANIZATION (ZINGA OR ZINC COTE). 9.ALL BOLT ASSEMBLIES FOR STRUCTURAL MEMBERS REPRESENTED IN THIS DRAWING REQUIRE LOCKING DEVICES TO BE INSTALLED IN ACCORDANCE WITH TIA-222-H SECTION 4.9.2 REQUIREMENTS. 10.WHERE CONNECTIONS ARE NOT FULLY DETAILED ON THESE DRAWINGS, FABRICATOR SHALL DESIGN CONNECTIONS TO RESIST LOADS AND FORCES WHERE SHOWN ON DRAWINGS AND AS OUTLINED IN SPECIFICATIONS. 11.FOR MEMBERS BEING REPLACED, PROVIDE NEW BOLTS AND MATCH EXISTING SIZE AND GRADE. MAINTAIN AISC REQUIREMENTS FOR MINIMUM BOLT DISTANCE AND SPACING. 12.ALL PROPOSED AND/OR REPLACED BOLTS SHALL BE OF SUFFICIENT LENGTH SUCH THAT THE END OF THE BOLT IS AT LEAST FLUSH WITH THE FACE OF THE NUT. IT IS NOT PERMITTED FOR THE BOLT END TO BE BELOW THE FACE OF THE NUT AFTER TIGHTENING IS COMPLETED. 13.GALVANIZED ASTM A325 BOLTS SHALL NOT BE REUSED. 14.ALL EXISTING PAINTED/GALVANIZED SURFACES DAMAGED DURING REHAB INCLUDING AREAS UNDER STIFFENER PLATES SHALL BE WIRE BRUSHED CLEAN, REPAIRED BY COLD GALVANIZING (ZINGA OR ZINC COTE), AND REPAINTED TO MATCH THE EXISTING FINISH (IF APPLICABLE). 15.ALL HOLES IN STEEL MEMBERS SHALL BE SIZED 1/16” LARGER THAN THE BOLT DIAMETER. STANDARD HOLES SHALL BE USED UNLESS NOTED OTHERWISE. WELDING NOTES 1.ALL WELDING SHALL BE DONE IN ACCORDANCE WITH AWS D1.0 (LATEST EDITION). THIS SHALL INCLUDE A CERTIFIED WELD INSPECTION (CWI) FOR ACCEPTANCE OR REJECTION OF ALL WELDING OPERATIONS, PRE, DURING, AND POST INSTALLATION, USING THE ACCEPTANCE CRITERIA OF AWS D1.1. 2.CONTRACTOR IS RESPONSIBLE FOR COMMISSIONING A THIRD PARTY CERTIFIED WELD INSPECTOR (CWI) THROUGHOUT THE ENTIRETY OF THE PROJECT. A PASSING CWI REPORT SHALL BE PROVIDED TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 3.THE CERTIFIED WELD INSPECTOR SHALL INDICATE, IN A WRITTEN CWI REPORT, THAT ALL WELDING OPERATIONS PRE, DURING, AND POST INSTALLATION WERE CONDUCTED IN ACCORDANCE WITH AWS D1.1 WITH PHOTOGRAPHS AND DOCUMENTATION SUPPORTING THE ACCEPTANCE OR REJECTION OF ALL WELDING. ALL CWI WELD INSPECTION DOCUMENTATION AND PHOTOS SHALL BE SUBMITTED DURING THE PMI. 4.IN CASES WHERE A WELD IS SPECIFIED BETWEEN TWO MEMBERS IN WHICH THERE IS A GAP IN BETWEEN, THE WELD IS TO BE BUILT-UP SUCH THAT THE SIZE OF WELD ON THE MEMBER IS EQUAL TO THAT SHOWN IN THE DRAWINGS. 5.OXY FUEL GAS WELDING OR BRAZING IS STRICTLY PROHIBITED. SPECIFICALLY, NO TORCH CUTTING IS PERMITTED ON SITE. ALL HOLES SHALL BE CUT WITH A GRINDER. 6.CONTRACTOR SHALL EXERCISE CAUTION WHEN WELDING A GALVANIZED SURFACE. 7.CONTRACTOR SHALL HAVE A FIRE PROTECTION PLAN IN PLACE THAT CONFORMS WITH ALL OSHA, ANSI/ASSP A10.48, ANSI Z49.1, AND LOCAL JURISDICTIONAL REQUIREMENTS. EDGE SPACING GA G E LIMIT OF ALLOWABLE COPE WITHOUT PRIOR EOR APPROVAL GAGE ALLOWABLE COPING 30 ° WORKABLE GAGES (IN.) LEG GAGE 4 2 1/2 3 1/2 2 3 1 3/4 2 1/2 1 3/8 2 1 1/8 BOLT SCHEDULE (IN.) BOLT DIAMETER STANDARD HOLE SHORT SLOT MIN. EDGE DISTANCE SPACING 1/2 9/16 9/16 x 11/16 7/8 1 1/2 5/8 11/16 11/16 x 7/8 1 1/8 1 7/8 3/4 13/16 13/16 x 1 1 1/4 2 1/4 7/8 15/16 15/16 x 1 1/8 1 1/2 2 5/8 1 1 1/16 1 1/16 x 1 5/16 1 3/4 3 TYP. BOLT ASSEMBLY BOLT NUT LOCK WASHER NOTES: 1.ALL DIMENSIONS REPRESENTED IN THE ABOVE TABLES ARE AISC MINIMUM REQUIREMENTS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN FIELD AND NOTIFY ENGINEER IF DISTANCES ARE LESS THAN THOSE PROVIDED. 2.THE DIMENSIONS PROVIDED ARE MINIMUM REQUIREMENTS. ACTUAL DIMENSIONS OF PROPOSED MEMBERS WITHIN THESE DRAWINGS MAY VARY FROM THE AISC MINIMUM REQUIREMENTS. 3.SHORT SLOT HOLES SHALL ONLY BE USED WHEN DEPICTED IN THE DRAWINGS 4.MATCH EXISTING GAGES WHEN APPLICABLE, UNLESS MINIMUM EDGE DISTANCES ARE COMPROMISED. 2210 3%4 S Ritchey St # WCC018/5/2024 ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE SITE NAME: I AM RESPONSIBLE FOR DETERMINING THAT THE ARCHITECTURALDESIGN INCLUDED IN THIS APPLICATION ARE IN COMPLIANCE WITHALL LAWS AND REGULATIONS OF THE DISTRICT OF COLUMBIA. I HAVEPERSONALLY PREPARED, OR DIRECTLY SUPERVISED THE DEVELOPMENTOF THE ENGINEERING DESIGNS INCLUDED IN THIS APPLICATION. SCALE : Know what'sbelow. before you dig.Call R SHEET TITLE : DRAWN BY PROTECT YOURSELF IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER : \l u j \ A l l O f f i c e s \ M t L a u r e l \ P r o j e c t s \ 2 0 2 1 \ 2 1 9 2 6 0 0 0 A \ 2 1 9 2 6 9 8 0 A \ C o n s t r u c t i o n \ R e v 0 \ T e m p l a t e . M o u n t M O D . d w g \ S C F - 1 B y : P D H A K A L REV DATE DESCRIPTION CHECKED BY FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM JOB NUMBER : Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. www.colliersengineering.com C O N S U L T I N G Engineering & Design Engineering & Design Phone: CRAZY HORSE 123963 AS SHOWN 0 .. .. LOS ANGELES 865 South Figueroa Street Suite 3500 Los Angeles, CA 90017 213.627.1214 COLLIERS ENGINEERING & DESIGN, INC. DOING BUSINESS AS MASER CONSULTING 21926980A . .. ... 2191 S. RITCHEY STREET SANTA ANA, CA 92705 ORANGE COUNTY ISSUED FOR CONSTRUCTION PD . . ... ...... 01/06/22 ILR ... .. ......... _____________________________ Doing Business as SCF-1 CLIMBING FACILITY DETAIL SCALE : N.T.S. PROPOSED WIRE ROPE GUIDE ATTACHMENT - PLAN VIEW2 SCALE : N.T.S. CLIMBING FACILITY LOCATION1 CLIMBING FACILITY PHOTO ALPHA SECTOR BETA SECTOR GAMMA SECTOR STRUCTURAL NOTES: 1.PER THE MOUNT MAPPING COMPLETED BY RKS DESIGN AND ENGINEERING, LLC ON 12/4/2021, THE SAFETY CLIMB AND CLIMBING FACILITIES UP TO THE VERIZON MOUNT ELEVATION (58'-6") ARE IN GOOD CONDITION. COLLIERS ENGINEERING & DESIGN DOES NOT WARRANT THIS INFORMATION. 2.INSTALL SHALL NOT CAUSE HARM TO THE STRUCTURE, CLIMBING FACILITY, SAFETY CLIMB, OR ANY SYSTEM INSTALLED ON THE STRUCTURE. TIMELY NOTICE AND DOCUMENTATION SHALL BE PROVIDED BY CONTRACTORS TO THE EOR (OF STRUCTURAL DESIGN) IF AN OBSTRUCTION WAS REQUIRED TO MEET THE RF SYSTEM DESIGN REQUIREMENTS AND PERFORMANCES. NOTE: CONTRACTOR SHALL ENSURE THAT WIRE ROPE GUIDE DOES NOT PUSH THE WIRE ROPE OUTSIDE OF THE VERTICAL PLANE OF THE SAFETY CLIMB. CONTACT EOR WITH PHOTOS OF SAFETY CLIMB AND COLLAR FOR FURTHER DIRECTION IF NEEDED. ITEM #QTY PART NUMBER DESCRIPTIONS A 1 PV-SCRB-RM-U WIRE ROPE GUIDE (PERFECT VISION OR EQUIV) A PROPOSED QUAD UNIVERSAL RING MOUNT (PART#: SITE PRO 1 - UQB4) 2210 3%4 S Ritchey St # WCC018/5/2024 MOUNT MODIFICATION SCHEDULE NO.ELEVATION QUANTITY DESCRIPTION NOTES 1 58'-6" 3 PROPOSED T-ARM KIT (PART #: VZWSMART-SFK4) CONTRACTOR TO VERIFY THE LENGTH REQUIRED AND TRIM AS NECESSARY IN ACCORDANCE WITH THE 'STRUCTURAL STEEL' NOTES ON SHEET SGN-1. CONNECT OTHER END OF T-ARM KIT TO QUAD UNIVERSAL RING MOUNT (PART #: SITE PRO 1 - UQB4 OR EOR APPROVED EQUAL). 2 6 PROPOSED 96" LONG, P2 STD (PART #: VZWSMART-P40-238X096) REPLACE THE EXISTING MOUNT PIPES AT POSITION 2 & 4 WITH NEW MOUNT PIPES. CONNECT NEW MOUNT PIPE TO EXISTING FACE HORIZONTAL WITH CROSSOVER PLATES (PART #: VZWSMART-MSK5) 3 3 108" LONG, P3 STD FACE HORIZONTAL RADIO AND/OR TME POSITIONS SHALL BE ADJUSTED VERTICALLY AS NEEDED IN ORDER TO ACHIEVE INSTALLATION OF HORIZONTAL AS SHOWN. EOR SHALL BE NOTIFIED IF EQUIPMENT NEEDS TO BE RELOCATED TO ANOTHER MOUNT PIPE. CONNECT NEW FACE HORIZONTAL TO EXISTING AND PROPOSED VERTICAL MOUNT PIPES AT POSITION 2, 3, 4 & 5 WITH CROSSOVER PLATES (PART #: VZWSMART-MSK2) 4 6 RELOCATED MOUNT PIPE RECONNECT THE RELOCATED MOUNT PIPES TO EXISTING FACE HORIZONTAL USING EXISTING HARDWARES. NOTES. MOUNT MEMBERS NOT SHOWN FOR CLARITY U.N.O. CONTRACTOR TO REMOVE EXISTING RADIO PIPES LOCATED IN BETWEEN MOUNT PIPES AT POSITION 5 & 6 AND 6 & 7 BEFORE INSTALLATION OF MODIFICATION KITS. CONTRACTOR TO REMOVE EXISTING MOUNT PIPE AT POSITION 4 BEFORE INSTALLATION OF MODIFICATION KITS. ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE SITE NAME: I AM RESPONSIBLE FOR DETERMINING THAT THE ARCHITECTURALDESIGN INCLUDED IN THIS APPLICATION ARE IN COMPLIANCE WITHALL LAWS AND REGULATIONS OF THE DISTRICT OF COLUMBIA. I HAVEPERSONALLY PREPARED, OR DIRECTLY SUPERVISED THE DEVELOPMENTOF THE ENGINEERING DESIGNS INCLUDED IN THIS APPLICATION. SCALE : Know what'sbelow. before you dig.Call R SHEET TITLE : DRAWN BY PROTECT YOURSELF IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER : \l u j \ A l l O f f i c e s \ M t L a u r e l \ P r o j e c t s \ 2 0 2 1 \ 2 1 9 2 6 0 0 0 A \ 2 1 9 2 6 9 8 0 A \ C o n s t r u c t i o n \ R e v 0 \ T e m p l a t e . M o u n t M O D . d w g \ S S - 1 B y : P D H A K A L REV DATE DESCRIPTION CHECKED BY FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM JOB NUMBER : Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. www.colliersengineering.com C O N S U L T I N G Engineering & Design Engineering & Design Phone: CRAZY HORSE 123963 AS SHOWN 0 .. .. LOS ANGELES 865 South Figueroa Street Suite 3500 Los Angeles, CA 90017 213.627.1214 COLLIERS ENGINEERING & DESIGN, INC. DOING BUSINESS AS MASER CONSULTING 21926980A . .. ... 2191 S. RITCHEY STREET SANTA ANA, CA 92705 ORANGE COUNTY ISSUED FOR CONSTRUCTION PD . . ... ...... 01/06/22 ILR ... .. ......... _____________________________ Doing Business as SS-1 MODIFICATION DETAILS SCALE : N.T.S.1 SCALE : N.T.S. PROPOSED ISOMETRIC VIEW (TYP. ALL SECTORS)2 POSITION 1 POSITION 3 POSITION 2 POSITION 4 POSITION 5 1 PROPOSED SIDE ELEVATION VIEW (TYP. ALL SECTORS) LEGEND: PROPOSED RELOCATED EXISTING 2 3 4 1' - 9 " ( ± 3 " ) 5'-4" ( ± 3 " ) 1' - 9 " ( ± 3 " ) 1' - 6 " ( ± 3 " T Y P . ) 4' - 0 " ( ± 3 " T Y P . ) 6'-11 " ( ± 3 " ) 5'-6" ( ± 3 " ) 2'-11 " ( ± 3 " ) 1 2 3 POSITION 6 POSITION 7 2210 3%4 S Ritchey St # WCC018/5/2024 ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE SITE NAME: I AM RESPONSIBLE FOR DETERMINING THAT THE ARCHITECTURALDESIGN INCLUDED IN THIS APPLICATION ARE IN COMPLIANCE WITHALL LAWS AND REGULATIONS OF THE DISTRICT OF COLUMBIA. I HAVEPERSONALLY PREPARED, OR DIRECTLY SUPERVISED THE DEVELOPMENTOF THE ENGINEERING DESIGNS INCLUDED IN THIS APPLICATION. SCALE : Know what'sbelow. before you dig.Call R SHEET TITLE : DRAWN BY PROTECT YOURSELF IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER : \l u j \ A l l O f f i c e s \ M t L a u r e l \ P r o j e c t s \ 2 0 2 1 \ 2 1 9 2 6 0 0 0 A \ 2 1 9 2 6 9 8 0 A \ C o n s t r u c t i o n \ R e v 0 \ T e m p l a t e . M o u n t M O D . d w g \ S S - 2 B y : P D H A K A L REV DATE DESCRIPTION CHECKED BY FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM JOB NUMBER : Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. www.colliersengineering.com C O N S U L T I N G Engineering & Design Engineering & Design Phone: CRAZY HORSE 123963 AS SHOWN 0 .. .. LOS ANGELES 865 South Figueroa Street Suite 3500 Los Angeles, CA 90017 213.627.1214 COLLIERS ENGINEERING & DESIGN, INC. DOING BUSINESS AS MASER CONSULTING 21926980A . .. ... 2191 S. RITCHEY STREET SANTA ANA, CA 92705 ORANGE COUNTY ISSUED FOR CONSTRUCTION PD . . ... ...... 01/06/22 ILR ... .. ......... _____________________________ Doing Business as SS-2 MOUNT PHOTOS MOUNT PHOTO 1 MOUNT PHOTO 2 MOUNT PHOTO 3 MOUNT PHOTO 4 2210 3%4 S Ritchey St # WCC018/5/2024 2210 3%4 S Ritchey St # WCC018/5/2024 2210 3%4 S Ritchey St # WCC018/5/2024 2210 3%4 S Ritchey St # WCC018/5/2024 PARTS LIST NET WT.UNIT WT.LENGTHPART DESCRIPTIONPART NO.QTYITEM 246.2761.57 QUAD BRACKET WELDMENTX-UQB441 1.690.071/8 in5/8" HDG USS FLATWASHERG58FW242 0.630.03 5/8" HDG LOCKWASHERG58LW243 3.120.13 5/8'' HDG HEAVY 2H HEX NUTG58NUT244 53.194.43 5/8" X 48" THREADED ROD (HDG.)G58R-48125 26.602.22 5/8" X 24" THREADED ROD (HDG.)G58R-24126 DESCRIPTION DRAWING USAGE CHECKED BY ENG. APPROVALDRAWN BY DWG. NO. CPD NO. CEK 1 OF 1 BMC 9/20/2010 9/20/2010 UQB4 QUAD UNIVERSAL RING MOUNT FOR POLES 12" TO 60" (UQB4) 4893 CUSTOMER UQB4 CLASS SUB PART NO. 81 01 PAGE TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: SAWED, SHEARED AND GAS CUT EDGES ( 0.030") DRILLED AND GAS CUT HOLES ( 0.030") - NO CONING OF HOLES LASER CUT EDGES AND HOLES ( 0.010") - NO CONING OF HOLES BENDS ARE 1/2 DEGREE ALL OTHER MACHINING ( 0.030") ALL OTHER ASSEMBLY ( 0.060") TOLERANCE NOTES PROPRIETARY NOTE: THE DATA AND TECHNIQUES CONTAINED IN THIS DRAWING ARE PROPRIETARY INFORMATION OF VALMONT INDUSTRIES AND CONSIDERED A TRADE SECRET. ANY USE OR DISCLOSURE WITHOUT THE CONSENT OF VALMONT INDUSTRIES IS STRICTLY PROHIBITED. Engineering Support Team: 1-888-753-7446 valmont Locations: New York, NY Atlanta, GA Los Angeles, CA Plymouth, IN Salem, OR Dallas, TX 6" 4" 12" TO 60" DIAMETER MONOPOLE (REF) 1 4 3 2 TOTAL WT. #351.38 A UQB4 revised to meet modern loading 4863 JET 6/3/2019 REVISION HISTORY REV DESCRIPTION OF REVISIONS CPD BY DATE 2210 3%4 S Ritchey St # WCC018/5/2024 2210 3%4 S Ritchey St # WCC018/5/2024 2210 3%4 S Ritchey St # WCC018/5/2024 2 V4.0 Updated on 3-31-2021 FCC # UNKNOWN Sector / Position Vertical Offset Dimension "u" Horizontal Offset "C1, C2, C3, etc." Sector / Position Vertical Offset Dimension "u" Horizontal Offset "C1, C2, C3, etc." A1 24.75 5.00 C1 24.75 5.00 A2 25.75 34.00 C2 25.75 34.00 A3 24.00 65.75 C3 24.00 65.75 A4 24.00 95.75 C4 24.00 95.75 A5 24.00 126.25 C5 24.00 126.25 A6 C6 B1 24.75 5.00 D1 25.75 154.25 B2 25.75 34.00 D2 24.25 185.00 B3 24.00 65.75 D3 25.75 154.25 B4 24.00 95.75 D4 24.25 185.00 B5 24.00 126.25 D5 25.75 154.25 B6 D6 24.25 185.00 3 29.77 0.18 Photos of antennas For T-Arms/Platforms on monopoles, report the weld size from the main standoff to the plate bolting into the collar mount. Tower Face Width at Mount Elev. (ft.): Mounting Locations [Units are inches and degrees]Enter antenna model. If not labeled, enter "Unknown". Tower Leg Size or Pole Shaft Diameter at Mount Elev. (in.): PIPE 2.4" Ø X 0.17" X 48" LONG PIPE 2.4" Ø X 0.17" X 48" LONG Distance from top of bottom support rail to lowest tip of ant./eqpt. of Carrier above. (N/A if > 10 ft.) : Distance from top of bottom support rail to highest tip of ant./eqpt. of Carrier below. (N/A if > 10 ft.) : Please enter additional infomation or comments below. Please insert the sketches of the antenna mount from the "Sketches" tab with dimensions and members here. Tower Owner: Site Name: Site Number or ID: Mapping Contractor: This antenna mapping form is the property of TES and under PATENT PENDING. The formation contained herein is considered confidential in nature and is to be used only for the specific customer it was intended for. Reproduction, transmission, publication, modification or disclosure by any method is prohibited except by express written permission of TES. All means and methods are the responsibility of the contractor and the work shall be compliant with ANSI/ASSE A 10.48, OSHA, FCC, FAA and other safety requirements that may apply. TES is not warrantying the usability of the safety climb as it must be assessed prior to each use in compliance with OSHA requirements. PIPE 2.4" Ø X 0.17" X 48" LONG PIPE 2.4" Ø X 0.17" X 48" LONG PIPE 2.4" Ø X 0.17" X 48" LONG PIPE 2.4" Ø X 0.17" X 48" LONG PIPE 2.4" Ø X 0.17" X 48" LONG PIPE 2.4" Ø X 0.17" X 48" LONG PIPE 2.4" Ø X 0.17" X 48" LONG Distance between bottom rail and mount CL elevation (dim d). Unit is inches. See 'Mount Elev Ref' tab for details. : PIPE 2.4" Ø X 0.17" X 48" LONG PIPE 2.4" Ø X 0.17" X 48" LONG PIPE 2.4" Ø X 0.17" X 48" LONG PIPE 2.4" Ø X 0.17" X 48" LONG Mount Pipe Configuration and Geometries [Unit = Inches] Mount Pipe Size & Length PIPE 2.4" Ø X 0.17" X 48" LONG PIPE 2.4" Ø X 0.17" X 48" LONG PIPE 2.4" Ø X 0.17" X 48" LONG PIPE 2.4" Ø X 0.17" X 48" LONG PIPE 2.4" Ø X 0.17" X 48" LONG Mount Pipe Size & Length PIPE 2.4" Ø X 0.17" X 48" LONG PIPE 2.4" Ø X 0.17" X 48" LONG PIPE 2.4" Ø X 0.17" X 48" LONG Antenna Mount Mapping Form (PATENT PENDING) ATC Mapping Date:12/4/2021 ATC : CRAZY HORSE CA Tower Type:Monopole ATC : 300743 Tower Height (Ft.):60 RKS Design & Engineering, LLC Mount Elevation (Ft.):58.6 An t s . I t e m s Antenna Models if Known Width (in.) Depth (in.) Height (in.) Coax Size and Qty Antenna Center- line (Ft.) Vertical Distances"b1a, b2a, b3a, b1b…." (Inches) Horiz. Offset "h" (Use "-" if Ant. is behind) Antenna Azimuth (Degrees) Photo Numbers Ant1a Ant1b 7143.24.33.50 11.80 5.10 47.20 58.9542 20.50 6.50 110.00 7, 126 Ant1c Ant2a Ant2b HTXC033S17R000G 20.70 7.10 53.70 58.725 24.25 10.00 110.00 7, 126 Ant2c Ant3a Ant3b 7129.16.05.00(8013-N)13.00 11.40 52.00 58.7458 22.25 9.00 110.00 7, 126 Ant3c Ant4a Ant4b BXA-185060/8 6.10 3.20 48.80 59.4333 14.00 9.00 110.00 7, 126 Ant4c Ant5a Ant5b 7129.16.05.00(8013-N)13.00 11.40 52.00 58.7667 22.00 9.00 110.00 7, 127 Ant5c Ant on Standoff OMNI 2.50 2.50 96.00 126 Ant on Standoff UNKNOWN-RRU 12.00 7.00 26.00 15.50 -6.00 127 Ant on Tower UNKNOWN-RRU 12.00 7.00 26.00 15.50 -6.00 127 Ant on Tower RHSDC-4750-PF-48 15.73 10.25 25.66 16.75 7Antenna Layout (Looking Out From Tower) Sector A 2210 3%4 S Ritchey St # WCC018/5/2024 Ant1a Sector A:130.00 Deg Leg A: Deg Ant1b 7143.24.33.50 11.80 5.10 47.20 58.9542 20.50 6.50 220.00 18, 129 Sector B:220.00 Deg Leg B: Deg Ant1c Sector C:310.00 Deg Leg C: Deg Ant2a Sector D: Deg Leg D: Deg Ant2b HTXC033S17R000G 20.70 7.10 53.70 58.725 24.25 10.00 220.00 18, 129 Ant2c Location: 110.00 Ant3a Ant3b 7129.16.05.00(8013-N)13.00 11.40 52.00 58.7458 22.25 9.00 220.00 18, 129 Ant3c Ant4a Ant4b BXA-185060/8 6.10 3.20 48.80 59.4333 14.00 9.00 220.00 18, 130 Ant4c Ant5a Ant5b 7129.16.05.00(8013-N)13.00 11.40 52.00 58.7667 22.00 9.00 220.00 18, 130 Ant5c Ant on Standoff OMNI 2.50 2.50 96.00 130 Ant on Standoff UNKNOWN-RRU 12.00 7.00 26.00 15.50 -6.00 131 Ant on Tower UNKNOWN-RRU 12.00 7.00 26.00 15.50 -6.00 131 Ant on Tower Ant1a Ant1b 7143.24.33.50 11.80 5.10 47.20 58.9542 20.50 6.50 340.00 27, 133 Ant1c Ant2a Ant2b HTXC033S17R000G 20.70 7.10 53.70 58.725 24.25 10.00 340.00 27, 133 Ant2c Ant3a Ant3b 7129.16.05.00(8013-N)13.00 11.40 52.00 58.7458 22.25 9.00 340.00 27, 133 Ant3c Ant4a Ant4b BXA-185060/8 6.10 3.20 48.80 59.4333 14.00 9.00 340.00 27, 136 Ant4c Ant5a Ant5b 7129.16.05.00(8013-N)13.00 11.40 52.00 58.7667 22.00 9.00 340.00 27, 136 Ant5c Ant on Standoff OMNI 2.50 2.50 96.00 134 Ant on Standoff UNKNOWN-RRU 12.00 7.00 26.00 15.50 -6.00 136 Ant on Tower UNKNOWN-RRU 12.00 7.00 26.00 15.50 -6.00 136 Ant on Tower Ant1a Ant1b SBHH-103817TB 11.85 7.10 54.72 58.85 22.75 7.00 110.00 7, 127 Ant1c Ant2a Ant2b 7143.24.33.50 11.80 5.10 47.20 58.9125 20.50 6.50 110.00 7, 127 Ant2c Ant3a Ant3b SBHH-103817TB 11.85 7.10 54.72 58.85 22.75 7.00 220.00 18, 131 Ant3c Ant4a Ant4b 7143.24.33.50 11.80 5.10 47.20 58.9125 20.50 6.50 220.00 18, 131 Ant4c Ant5a Ant5b SBHH-103817TB 11.85 7.10 54.72 58.85 22.75 7.00 340.00 27, 137 Ant5c Ant on Standoff 7143.24.33.50 11.80 5.10 47.20 20.50 6.50 340.00 27, 137 Ant on Standoff Ant on Tower Ant on Tower Sector C Sector D For T-Arms/Platforms on monopoles, record the weld size from the main standoff member to the plate bolting into the collar. See below for reference. Climbing Facility Corrosion Type: Access: Condition: Sector BMount Azimuth (Degree) for Each Sector Tower Leg Azimuth (Degree) for Each Sector Deg N/A N/A Climbing path was unobstructed. Good condition. Climbing Facility Information Please insert a photo of the mount centerline measurement here. 2210 3%4 S Ritchey St # WCC018/5/2024 Issue #Photo # 1 2 3 4 5 6 7 8 Photo # Photo # Photo # Photo # Photo # Photo # Type of Light: Standard Conditions 1. Obvious safety and structural issues/deficiencies noticed at the time of the mount mapping are to be reported in this mapping. However, this mount mapping is not a condition assessment of the mount. 6. Please measure and report the size and length of all existing antenna mounting pipes. 8. Don't delete or rearrange any sheet or contents of any sheet from this mapping form. 7. Please measure and report the antenna information for all sectors. Observed Safety and Structural Issues During the Mount Mapping 2. If the thickness of the existing pipes or tubing can't be obtained from a general tool (such as Caliper), please use an ultrasonic measurement tool (thickness gauge) to measure the thickness. 3. Please create all required detail sketches of the mounts and insert them into the "Sketches" tab. 4. Please measure and enter the bolt sizes and types under the Members Box in the spreadsheet of the mount type. 5. Take and label the photos of the tower, mounts, connections, antennas and all measurements. Minimum 50 photos are required. Observed Obstructions to Tower Lighting System Description of Obstruction: Lighting Technology: Elevation (AGL) at base of light (Ft.): Is a service loop available? Is beacon installed on an extension? Mapping Notes 1. Please report any visible structural or safety issues observed on the antenna mounts (Damaged members, loose connections, tilting mounts, safety climb issues, etc.) Description of Issue COAX TOTAL (25): (24) FH 7/8, (1) 1.375"Ø HYBRID If the tower lighting system is being obstructed by the carrier's equipment (for example: a light nested by the antennas), please provide photos and fill in the information below. Additional Comments: 2210 3%4 S Ritchey St # WCC018/5/2024 V4.0 Updated on 3-31-2021 FCC # UNKNOWN Tower Owner: Site Name: Site Number or ID: Mapping Contractor: Please Insert Sketches of the Antenna Mount This antenna mapping form is the property of TES and under PATENT PENDING. The formation contained herein is considered confidential in nature and is to be used only for the specific customer it was intended for. Reproduction, transmission, publication, modification or disclosure by any method is prohibited except by express written permission of TES. All means and methods are the responsibility of the contractor and the work shall be compliant with ANSI/ASSE A 10.48, OSHA, FCC, FAA and other safety requirements that may apply. TES is not warrantying the usability of the safety climb as it must be assessed prior to each use in compliance with OSHA requirements. Antenna Mount Mapping Form (PATENT PENDING) ATC Mapping Date:12/4/2021 ATC : CRAZY HORSE CA Tower Type:Monopole ATC : 300743 Tower Height (Ft.):60 RKS Design & Engineering, LLC Mount Elevation (Ft.):58.6 2210 3%4 S Ritchey St # WCC018/5/2024 Please Insert Sketches of the Antenna Mount, cont'd 2210 3%4 S Ritchey St # WCC018/5/2024 Please Insert Sketches of the Antenna Mount, cont'd 2210 3%4 S Ritchey St # WCC018/5/2024 Please Insert Sketches of the Antenna Mount, cont'd 2210 3%4 S Ritchey St # WCC018/5/2024 Please Insert Sketches of the Antenna Mount, cont'd 2210 3%4 S Ritchey St # WCC018/5/2024 Maser Consulting Project # 21926980A Antenna Mount Analysis SK - 1 Jan 3, 2022 at 1:13 PM 123963-VZW_MT_LOT_A_H.r3d Y XZ Envelope Only Solution 2210 3%4 S Ritchey St # WCC018/5/2024 Maser Consulting Project # 21926980A Antenna Mount Analysis SK - 2 Jan 3, 2022 at 1:13 PM 123963-VZW_MT_LOT_A_H.r3d .0 5 .26 NC .26 .0 5 .0 1 NC .24 .3 0 NC .26.6 1 .0 1 .24 .36 .3 0 NC NC .24 NC .26 .49 .0 1 .0 3 .6 1 .3 0 NC NC .0 1 .0 3 .24 .26NC .0 1 .0 3 .3 3 NC .0 1 NC .26.6 1 .0 3 .3 3 .0 3 .24 .3 0 NC NC .3 3 .24 .26 .3 0NC .26 .0 5 .3 0 NC .26 .0 5 Y XZ Code Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Code Checks Displayed (Enveloped) Envelope Only Solution 2210 3%4 S Ritchey St # WCC018/5/2024 Maser Consulting Project # 21926980A Antenna Mount Analysis SK - 3 Jan 3, 2022 at 1:14 PM 123963-VZW_MT_LOT_A_H.r3d .0 1 .16 NC .16 .0 1 .0 0 NC .25 .1 2 NC .16.1 9 .0 0 .25 .15 .1 2 NC NC .25 NC .16 .32 .0 1 .0 1 .1 9 .1 2 NC NC .0 1 .0 1 .25 .16NC .0 1 .0 1 .1 3 NC .0 1 NC .16.1 9 .0 1 .1 3 .0 1 .25 .0 7 NC NC .1 3 .25 .16 .0 7NC .16 .0 1 .0 7 NC .16 .0 1 Y XZ Shear Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Shear Checks Displayed (Enveloped) Envelope Only Solution 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is B a s ic L o a d C a s e s B LC De s cr iption C ate gor y X G ravity Y G ravity Z G ravity J oin t P oint Dis tributed A rea (Me ...S urfa ce(P ... 1 A nte nna D N one 45 2 A nte nna D i N one 45 3 A nten na W o (0 Deg )N one 45 4 A nten na W o (3 0 De g)N one 45 5 A nten na W o (6 0 De g)N one 45 6 A nten na W o (9 0 De g)N one 45 7 A ntenna W o (1 20 Deg )N one 45 8 A ntenna W o (1 50 Deg )N one 45 9 A ntenna W o (1 80 Deg )N one 45 1 0 A ntenna W o (2 10 Deg )N one 45 1 1 A ntenna W o (2 40 Deg )N one 45 1 2 A ntenna W o (2 70 Deg )N one 45 1 3 A ntenna W o (3 00 Deg )N one 45 1 4 A ntenna W o (3 30 Deg )N one 45 1 5 A ntenna W i (0 D eg)N one 45 1 6 A ntenna W i (3 0 Deg )N one 45 1 7 A ntenna W i (6 0 Deg )N one 45 1 8 A ntenna W i (9 0 Deg )N one 45 1 9 A nten na W i (1 20 D eg)N one 45 2 0 A nten na W i (1 50 D eg)N one 45 2 1 A nten na W i (1 80 D eg)N one 45 2 2 A nten na W i (2 10 D eg)N one 45 2 3 A nten na W i (2 40 D eg)N one 45 2 4 A nten na W i (2 70 D eg)N one 45 2 5 A nten na W i (3 00 D eg)N one 45 2 6 A nten na W i (3 30 D eg)N one 45 2 7 A ntenna W m (0 Deg )N one 45 2 8 A nten na W m (3 0 D eg)N one 45 2 9 A nten na W m (6 0 D eg)N one 45 3 0 A nten na W m (9 0 D eg)N one 45 3 1 A ntenna W m (1 20 De...N one 45 3 2 A ntenna W m (1 50 De...N one 45 3 3 A ntenna W m (1 80 De...N one 45 3 4 A ntenna W m (2 10 De...N one 45 3 5 A ntenna W m (2 40 De...N one 45 3 6 A ntenna W m (2 70 De...N one 45 3 7 A ntenna W m (3 00 De...N one 45 3 8 A ntenna W m (3 30 De...N one 45 3 9 S tructure D N one -1 4 0 S truc ture Di N one 13 4 1 S truc tur e W o (0 Deg )N one 26 4 2 S truc ture W o (3 0 D eg)N one 26 4 3 S truc ture W o (6 0 D eg)N one 26 4 4 S truc ture W o (9 0 D eg)N one 26 4 5 S truc tur e W o (1 20 D...N one 26 4 6 S truc tur e W o (1 50 D...N one 26 4 7 S truc tur e W o (1 80 D...N one 26 4 8 S truc tur e W o (2 10 D...N one 26 4 9 S truc tur e W o (2 40 D...N one 26 5 0 S truc tur e W o (2 70 D...N one 26 5 1 S truc tur e W o (3 00 D...N one 26 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 1 [R :\...\...\...\...\...\...\...\...\...\...\R e v. 0 \R IS A \1 23 963-V ZW _M T _LO T_A _H.r3d ] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is B a s ic L o a d C a s e s (C onti nue d ) B LC De s cr iption C ate gor y X G ravity Y G ravity Z G ravity J oin t P oint Dis tributed A rea (Me ...S urfa ce(P ... 5 2 S truc tur e W o (3 30 D...N one 26 5 3 S truc ture W i (0 Deg )N one 26 5 4 S truc tur e W i (3 0 De g)N one 26 5 5 S truc tur e W i (6 0 De g)N one 26 5 6 S truc tur e W i (9 0 De g)N one 26 5 7 S truc tur e W i (1 20 De...N one 26 5 8 S truc tur e W i (1 50 De...N one 26 5 9 S truc tur e W i (1 80 De...N one 26 6 0 S truc tur e W i (2 10 De...N one 26 6 1 S truc tur e W i (2 40 De...N one 26 6 2 S truc tur e W i (2 70 De...N one 26 6 3 S truc tur e W i (3 00 De...N one 26 6 4 S truc tur e W i (3 30 De...N one 26 6 5 S truc tur e W m (0 Deg)N one 26 6 6 S truc tur e W m (30 D...N one 26 6 7 S truc tur e W m (60 D...N one 26 6 8 S truc tur e W m (90 D...N one 26 6 9 S truc tur e W m (12 0 ...N one 26 7 0 S truc tur e W m (15 0 ...N one 26 7 1 S truc tur e W m (18 0 ...N one 26 7 2 S truc tur e W m (21 0 ...N one 26 7 3 S truc tur e W m (24 0 ...N one 26 7 4 S truc tur e W m (27 0 ...N one 26 7 5 S truc tur e W m (30 0 ...N one 26 7 6 S truc tur e W m (33 0 ...N one 26 7 7 L m1 N one 1 7 8 L m2 N one 1 7 9 L v1 N one 1 8 0 L v2 N one 1 8 1 A nte nn a E v N one 45 8 2 A ntenna E h (0 De g)N one 30 8 3 A ntenna E h (90 Deg )N one 30 8 4 S truc ture E v E L Y -.20 3 8 5 S truc ture E h (0 D eg)E L Z -.50 8 8 6 S truc tur e Eh (9 0 Deg )E L X .5 0 8 L o a d C om bi na t io ns Des crip tion S ...P ...S ...B ...F ac...B ...F ac...B ...F ac ...B ...F ac ...B ...F ac ...B ...F ac ...B ...F ac ...B ...F ac...B ...F ac...B ...F ac... 1 1.2 D+1.0W o (0 De g)Y es Y 1 1 .2 3 9 1 .2 3 1 4 1 1 2 1 .2D+1.0W o (30 D e g)Y es Y 1 1 .2 3 9 1 .2 4 1 4 2 1 3 1 .2D+1.0W o (60 D e g)Y es Y 1 1 .2 3 9 1 .2 5 1 4 3 1 4 1 .2D+1.0W o (90 D e g)Y es Y 1 1 .2 3 9 1 .2 6 1 4 4 1 5 1.2 D+1.0 W o (12 0 Deg )Y es Y 1 1 .2 3 9 1 .2 7 1 4 5 1 6 1.2 D+1.0 W o (15 0 Deg )Y es Y 1 1 .2 3 9 1 .2 8 1 4 6 1 7 1.2 D+1.0 W o (18 0 Deg )Y es Y 1 1 .2 3 9 1 .2 9 1 4 7 1 8 1.2 D+1.0 W o (21 0 Deg )Y es Y 1 1 .2 3 9 1 .2 1 0 1 4 8 1 9 1.2 D+1.0 W o (24 0 Deg )Y es Y 1 1 .2 3 9 1 .2 1 1 1 4 9 1 1 0 1.2 D+1.0 W o (27 0 Deg )Y es Y 1 1 .2 3 9 1 .2 1 2 1 5 0 1 1 1 1.2 D+1.0 W o (30 0 Deg )Y es Y 1 1 .2 3 9 1 .2 1 3 1 5 1 1 1 2 1.2 D+1.0 W o (33 0 Deg )Y es Y 1 1 .2 3 9 1 .2 1 4 1 5 2 1 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 2 [R :\...\...\...\...\...\...\...\...\...\...\R e v. 0 \R IS A \1 23 963-V ZW _M T _LO T_A _H.r3d ] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is L o a d C om bi na t io ns (C o ntin ue d) Des crip tion S ...P ...S ...B ...F ac...B ...F ac...B ...F ac ...B ...F ac ...B ...F ac ...B ...F ac ...B ...F ac ...B ...F ac...B ...F ac...B ...F ac... 1 3 1.2 D + 1.0 Di + 1 .0W i (0 D ...Y es Y 1 1 .2 3 9 1 .2 2 1 4 0 1 1 5 1 5 3 1 1 4 1.2 D + 1.0 Di + 1 .0W i (30 ...Y es Y 1 1 .2 3 9 1 .2 2 1 4 0 1 1 6 1 5 4 1 1 5 1.2 D + 1.0 Di + 1 .0W i (60 ...Y es Y 1 1 .2 3 9 1 .2 2 1 4 0 1 1 7 1 5 5 1 1 6 1.2 D + 1.0 Di + 1 .0W i (90 ...Y es Y 1 1 .2 3 9 1 .2 2 1 4 0 1 1 8 1 5 6 1 1 7 1.2 D + 1.0 Di + 1 .0W i (120 ...Y es Y 1 1 .2 3 9 1 .2 2 1 4 0 1 1 9 1 5 7 1 1 8 1.2 D + 1.0 Di + 1 .0W i (150 ...Y es Y 1 1 .2 3 9 1 .2 2 1 4 0 1 2 0 1 5 8 1 1 9 1.2 D + 1.0 Di + 1 .0W i (180 ...Y es Y 1 1 .2 3 9 1 .2 2 1 4 0 1 2 1 1 5 9 1 2 0 1.2 D + 1.0 Di + 1 .0W i (210 ...Y es Y 1 1 .2 3 9 1 .2 2 1 4 0 1 2 2 1 6 0 1 2 1 1.2 D + 1.0 Di + 1 .0W i (240 ...Y es Y 1 1 .2 3 9 1 .2 2 1 4 0 1 2 3 1 6 1 1 2 2 1.2 D + 1.0 Di + 1 .0W i (270 ...Y es Y 1 1 .2 3 9 1 .2 2 1 4 0 1 2 4 1 6 2 1 2 3 1.2 D + 1.0 Di + 1 .0W i (300 ...Y es Y 1 1 .2 3 9 1 .2 2 1 4 0 1 2 5 1 6 3 1 2 4 1.2 D + 1.0 Di + 1 .0W i (330 ...Y es Y 1 1 .2 3 9 1 .2 2 1 4 0 1 2 6 1 6 4 1 2 5 1.2 D + 1.5 Lm1 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 7 1 .5 2 7 1 6 5 1 2 6 1.2 D + 1.5 Lm1 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 7 1 .5 2 8 1 6 6 1 2 7 1.2 D + 1.5 Lm1 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 7 1 .5 2 9 1 6 7 1 2 8 1.2 D + 1.5 Lm1 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 7 1 .5 3 0 1 6 8 1 2 9 1.2 D + 1.5 Lm1 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 7 1 .5 3 1 1 6 9 1 3 0 1.2 D + 1.5 Lm1 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 7 1 .5 3 2 1 7 0 1 3 1 1.2 D + 1.5 Lm1 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 7 1 .5 3 3 1 7 1 1 3 2 1.2 D + 1.5 Lm1 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 7 1 .5 3 4 1 7 2 1 3 3 1.2 D + 1.5 Lm1 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 7 1 .5 3 5 1 7 3 1 3 4 1.2 D + 1.5 Lm1 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 7 1 .5 3 6 1 7 4 1 3 5 1.2 D + 1.5 Lm1 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 7 1 .5 3 7 1 7 5 1 3 6 1.2 D + 1.5 Lm1 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 7 1 .5 3 8 1 7 6 1 3 7 1.2 D + 1.5 Lm2 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 8 1 .5 2 7 1 6 5 1 3 8 1.2 D + 1.5 Lm2 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 8 1 .5 2 8 1 6 6 1 3 9 1.2 D + 1.5 Lm2 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 8 1 .5 2 9 1 6 7 1 4 0 1.2 D + 1.5 Lm2 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 8 1 .5 3 0 1 6 8 1 4 1 1.2 D + 1.5 Lm2 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 8 1 .5 3 1 1 6 9 1 4 2 1.2 D + 1.5 Lm2 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 8 1 .5 3 2 1 7 0 1 4 3 1.2 D + 1.5 Lm2 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 8 1 .5 3 3 1 7 1 1 4 4 1.2 D + 1.5 Lm2 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 8 1 .5 3 4 1 7 2 1 4 5 1.2 D + 1.5 Lm2 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 8 1 .5 3 5 1 7 3 1 4 6 1.2 D + 1.5 Lm2 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 8 1 .5 3 6 1 7 4 1 4 7 1.2 D + 1.5 Lm2 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 8 1 .5 3 7 1 7 5 1 4 8 1.2 D + 1.5 Lm2 + 1 .0W m (...Y es Y 1 1 .2 3 9 1 .2 7 8 1 .5 3 8 1 7 6 1 4 9 1 .2D + 1.5L v 1 Y es Y 1 1 .2 3 9 1 .2 7 9 1 .5 5 0 1 .2D + 1.5L v 2 Y es Y 1 1 .2 3 9 1 .2 8 0 1 .5 5 1 1 .4 D Y es Y 1 1 .4 3 9 1 .4 5 2 1.2 D + 1.0 E v + 1.0E h (0 D ...Y es Y 1 1 .2 3 9 1 .2 8 1 1 E ...1 8 2 1 8 3 E LZ 1 E ... 5 3 1.2 D + 1.0 E v + 1.0E h (30 ...Y es Y 1 1 .2 3 9 1 .2 8 1 1 E ...1 8 2 .86 6 8 3 .5 E LZ .86 6 E ....5 5 4 1.2 D + 1.0 E v + 1.0E h (60 ...Y es Y 1 1 .2 3 9 1 .2 8 1 1 E ...1 8 2 .5 8 3 .86 6 E LZ .5 E ....86 6 5 5 1.2 D + 1.0 E v + 1.0E h (90 ...Y es Y 1 1 .2 3 9 1 .2 8 1 1 E ...1 8 2 8 3 1 E LZ E ...1 5 6 1.2 D + 1.0 E v + 1.0E h (12 0...Y es Y 1 1 .2 3 9 1 .2 8 1 1 E ...1 8 2 -.5 8 3 .86 6 E LZ -.5 E ....86 6 5 7 1.2 D + 1.0 E v + 1.0E h (15 0...Y es Y 1 1 .2 3 9 1 .2 8 1 1 E ...1 8 2 -.8 66 8 3 .5 E LZ -.8 66 E ....5 5 8 1.2 D + 1.0 E v + 1.0E h (18 0...Y es Y 1 1 .2 3 9 1 .2 8 1 1 E ...1 8 2 -1 8 3 E LZ -1 E ... 5 9 1.2 D + 1.0 E v + 1.0E h (21 0...Y es Y 1 1 .2 3 9 1 .2 8 1 1 E ...1 8 2 -.8 66 8 3 -.5 E LZ -.8 66 E ...-.5 6 0 1.2 D + 1.0 E v + 1.0E h (24 0...Y es Y 1 1 .2 3 9 1 .2 8 1 1 E ...1 8 2 -.5 8 3 -.8 66 E LZ -.5 E ...-.8 66 6 1 1.2 D + 1.0 E v + 1.0E h (27 0...Y es Y 1 1 .2 3 9 1 .2 8 1 1 E ...1 8 2 8 3 -1 E LZ E ...-1 6 2 1.2 D + 1.0 E v + 1.0E h (30 0...Y es Y 1 1 .2 3 9 1 .2 8 1 1 E ...1 8 2 .5 8 3 -.8 66 E LZ .5 E ...-.8 66 6 3 1.2 D + 1.0 E v + 1.0E h (33 0...Y es Y 1 1 .2 3 9 1 .2 8 1 1 E ...1 8 2 .86 6 8 3 -.5 E LZ .86 6 E ...-.5 6 4 0.9 D - 1 .0E v + 1 .0E h (0 D...Y es Y 1 .9 3 9 .9 8 1 -1 E ...-1 8 2 1 8 3 E LZ 1 E ... R IS A -3 D V e rs ion 1 7 .0.4 P a ge 3 [R :\...\...\...\...\...\...\...\...\...\...\R e v. 0 \R IS A \1 23 963-V ZW _M T _LO T_A _H.r3d ] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is L o a d C om bi na t io ns (C o ntin ue d) Des crip tion S ...P ...S ...B ...F ac...B ...F ac...B ...F ac ...B ...F ac ...B ...F ac ...B ...F ac ...B ...F ac ...B ...F ac...B ...F ac...B ...F ac... 6 5 0.9 D - 1 .0E v + 1 .0E h (30 ...Y es Y 1 .9 3 9 .9 8 1 -1 E ...-1 8 2 .86 6 8 3 .5 E LZ .86 6 E ....5 6 6 0.9 D - 1 .0E v + 1 .0E h (60 ...Y es Y 1 .9 3 9 .9 8 1 -1 E ...-1 8 2 .5 8 3 .86 6 E LZ .5 E ....86 6 6 7 0.9 D - 1 .0E v + 1 .0E h (90 ...Y es Y 1 .9 3 9 .9 8 1 -1 E ...-1 8 2 8 3 1 E LZ E ...1 6 8 0.9 D - 1 .0E v + 1 .0E h (120 ...Y es Y 1 .9 3 9 .9 8 1 -1 E ...-1 8 2 -.5 8 3 .86 6 E LZ -.5 E ....86 6 6 9 0.9 D - 1 .0E v + 1 .0E h (150 ...Y es Y 1 .9 3 9 .9 8 1 -1 E ...-1 8 2 -.8 66 8 3 .5 E LZ -.8 66 E ....5 7 0 0.9 D - 1 .0E v + 1 .0E h (180 ...Y es Y 1 .9 3 9 .9 8 1 -1 E ...-1 8 2 -1 8 3 E LZ -1 E ... 7 1 0.9 D - 1 .0E v + 1 .0E h (210 ...Y es Y 1 .9 3 9 .9 8 1 -1 E ...-1 8 2 -.8 66 8 3 -.5 E LZ -.8 66 E ...-.5 7 2 0.9 D - 1 .0E v + 1 .0E h (240 ...Y es Y 1 .9 3 9 .9 8 1 -1 E ...-1 8 2 -.5 8 3 -.8 66 E LZ -.5 E ...-.8 66 7 3 0.9 D - 1 .0E v + 1 .0E h (270 ...Y es Y 1 .9 3 9 .9 8 1 -1 E ...-1 8 2 8 3 -1 E LZ E ...-1 7 4 0.9 D - 1 .0E v + 1 .0E h (300 ...Y es Y 1 .9 3 9 .9 8 1 -1 E ...-1 8 2 .5 8 3 -.8 66 E LZ .5 E ...-.8 66 7 5 0.9 D - 1 .0E v + 1 .0E h (330 ...Y es Y 1 .9 3 9 .9 8 1 -1 E ...-1 8 2 .86 6 8 3 -.5 E LZ .86 6 E ...-.5 J oi nt C oo rdi n ate s a n d Te mp er a tu re s La bel X [ft]Y [ft]Z [ft]Tem p [F ]Deta ch F r om Dia p... 1 N 25 1.7 24 354 0 -1.9 87 617 0 2 N 2 0.1 28 2 6 0 2.3 97 615 0 3 N 3 0.1 28 2 6 1.5 2.3 97 615 0 4 N 4 0.1 28 2 6 -1.5 2.3 97 615 0 5 N 5 0.0 00 002 0 2 .75 0 6 N 6 7.9 16 669 0 2 .75 0 7 N 7 -7.9 16 664 0 2 .75 0 8 N 8 7.5 00 002 0 2 .75 0 9 N 14 7.5 00 002 0 3.0 41 667 0 1 0 N 22 7.5 00 002 2 .0625 3.0 41 667 0 1 1 N 27 7.5 00 002 -1 .9375 3.0 41 667 0 1 2 N 12 5.0 00 002 0 2 .75 0 1 3 N 13 5.0 00 002 0 3.0 41 667 0 1 4 N 14 A 5.0 00 002 4.1 45 833 3.0 41 667 0 1 5 N 15 5.0 00 002 -3.8 54 167 3.0 41 667 0 1 6 N 16 2.4 58 336 0 2 .75 0 1 7 N 17 2.4 58 336 0 3.0 41 667 0 1 8 N 18 2.4 58 336 1.5 3.0 41 667 0 1 9 N 19 2.4 58 336 -2.5 3.0 41 667 0 2 0 N 20 -0.9 99 998 0 2 .75 0 2 1 N 21 -0.9 99 998 0 3.0 41 667 0 2 2 N 22 A -0.9 99 998 4 3.0 41 667 0 2 3 N 23 -0.9 99 998 -4 3.0 41 667 0 2 4 N 24 -2.6 04 164 0 2 .75 0 2 5 N 25 A -2.6 04 164 0 3.0 41 667 0 2 6 N 26 -2.6 04 164 1.5 3.0 41 667 0 2 7 N 27 A -2.6 04 164 -2.5 3.0 41 667 0 2 8 N 28 -4.9 37 498 0 2 .75 0 2 9 N 29 -4.9 37 498 0 3.0 41 667 0 3 0 N 30 -4.9 37 498 2.1 45 833 3.0 41 667 0 3 1 N 31 -4.9 37 498 -1.8 54 167 3.0 41 667 0 3 2 N 32 -7.4 99 998 0 2 .75 0 3 3 N 33 -7.4 99 998 0 3.0 41 667 0 3 4 N 34 -7.4 99 998 2.0 20 833 3.0 41 667 0 3 5 N 35 -7.4 99 998 -1.9 79 167 3.0 41 667 0 3 6 N 48 0.1 28 2 6 1 .25 2.3 97 615 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 4 [R :\...\...\...\...\...\...\...\...\...\...\R e v. 0 \R IS A \1 23 963-V ZW _M T _LO T_A _H.r3d ] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is J oi nt C oo rdi n ate s a n d Te mp er a tu re s (C o ntin ue d) La bel X [ft]Y [ft]Z [ft]Tem p [F ]Deta ch F r om Dia p... 3 7 N 49 0.1 28 2 6 -1 .25 2.3 97 615 0 3 8 N 50 0.6 19 177 1 .25 2.1 68 697 0 3 9 N 51 0.6 19 177 -1 .25 2.1 68 697 0 4 0 N 52 0.6 19 177 2 2.1 68 697 0 4 1 N 53 0.6 19 177 -2 2.1 68 697 0 4 2 N 54 0.6 19 177 1.8 33 333 2.1 68 697 0 4 3 N 55 0.6 19 177 -.5 2.1 68 697 0 4 4 N 56 0.9 21 279 1.8 33 333 2.0 27 824 0 4 5 N 57 0.9 21 279 -.5 2.0 27 824 0 4 6 N 58 0.9 21 279 2.0 83 333 2.0 27 824 0 4 7 N 59 0.9 21 279 -1.9 16 667 2.0 27 824 0 4 8 N 56 A 5.0 00 002 -1 .75 2 .75 0 4 9 N 57 A 5.0 00 002 -1 .75 3.0 41 667 0 5 0 N 58 A -0.9 99 998 -1 .75 2 .75 0 5 1 N 59 A -0.9 99 998 -1 .75 3.0 41 667 0 5 2 N 60 -3.3 02 081 -1 .75 2 .75 0 5 3 N 61 5.6 97 919 -1 .75 2 .75 0 5 4 N 62 1.7 24 354 -1 .75 -1.9 87 617 0 5 5 N 63 0.1 28 2 6 -1 .75 2.3 97 615 0 5 6 N 64 0.0 00 002 -1 .75 2 .75 0 5 7 N 65 -2.6 04 164 -1 .75 2 .75 0 5 8 N 66 -2.6 04 164 -1 .75 3.0 41 667 0 5 9 N 67 2.4 58 336 -1 .75 2 .75 0 6 0 N 68 2.4 58 336 -1 .75 3.0 41 667 0 H ot R o l l e d S tee l S e c ti o n S e ts La bel S hap e Type Des ign Lis t Ma te rial Des ign ...A [in 2]Iyy [in4]Iz z [in4]J [in4 ] 1 M o unt P ip e P IP E _2 .0 C olumn P ip e A 53 G r. B T ypica l 1.0 2 .6 2 7 .62 7 1 .2 5 2 M a s t P ipe P IP E _4 .0 C olumn P ip e A 53 G r. B T ypica l 2.9 6 6.8 2 6 .8 2 1 3.6 3 F ac e H o riz onta l P IP E _4 .0 B e am P ip e A 53 G r. B T ypica l 2.9 6 6.8 2 6 .8 2 1 3.6 4 S tando ff H oriz o nta l P IP E _4 .0 B e am P ip e A 53 G r. B T ypica l 2.9 6 6.8 2 6 .8 2 1 3.6 5 M od S ta n do ff H S S 3X 3 X 4 B e am S q ua re Tube A 50 0 G r. B 46 T ypica l 2.4 4 3.0 2 3 .0 2 5 .0 8 6 Mo d F ace Horiz o ntal P IP E _3 .0 B e am P ip e A 53 G r. B T ypica l 2.0 7 2.8 5 2 .8 5 5 .6 9 H ot R o l l e d S tee l P r ope r ti e s La bel E [k s i]G [ks i]Nu Therm (/1...Den s ity[k/...Y ield[ks i]R y F u [k s i]R t 1 A 3 6 G r.36 29000 1 11 5 4 .3 .6 5 .49 3 6 1.5 5 8 1.2 2 A 5 3 G r. B 29000 1 11 5 4 .3 .6 5 .49 3 5 1.5 6 0 1.2 3 A 5 72 G r.50 29000 1 11 5 4 .3 .6 5 .49 5 0 1.1 6 5 1.1 4 A 9 92 29000 1 11 5 4 .3 .6 5 .49 5 0 1.1 6 5 1.1 5 A 500 G r. B 42 29000 1 11 5 4 .3 .6 5 .49 4 2 1.4 5 8 1.3 6 A 500 G r. B 46 29000 1 11 5 4 .3 .6 5 .49 4 6 1.4 5 8 1.3 M em be r P r i ma ry D a ta La bel I J oint J J oi nt K J oint R ota te (d eg)S ec tion/Shape Type Des ign Lis t Ma te rial Des ign R ules 1 M 1 N 7 N 6 F ace Horiz o ntal B e am P ipe A 5 3 G r. B T ypic a l 2 M 2 N 25 N 2 S tandoff Horiz ...B e am P ipe A 5 3 G r. B T ypic a l R IS A -3 D V e rs ion 1 7 .0.4 P a ge 5 [R :\...\...\...\...\...\...\...\...\...\...\R e v. 0 \R IS A \1 23 963-V ZW _M T _LO T_A _H.r3d ] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P r i ma ry D a ta (C on ti nu ed ) La bel I J oint J J oi nt K J oint R ota te (d eg)S ec tion/Shape Type Des ign Lis t Ma te rial Des ign R ules 3 M 3 N 3 N 4 M a s t P ipe C olumn P ipe A 5 3 G r. B T ypic a l 4 M 4 N 5 N 2 R IG ID N on e N one R IG ID T ypic a l 5 M P 1 A N 22 N 27 M o unt P ipe C olumn P ipe A 5 3 G r. B T ypic a l 6 M 16 N 8 N 14 R IG ID N on e N one R IG ID T ypic a l 7 M P 2 A N 14A N 15 M o unt P ipe C olumn P ipe A 5 3 G r. B T ypic a l 8 M 8 N 12 N 13 R IG ID N on e N one R IG ID T ypic a l 9 O V P N 18 N 19 M o unt P ipe C olumn P ipe A 5 3 G r. B T ypic a l 1 0 M 10 N 16 N 17 R IG ID N on e N one R IG ID T ypic a l 1 1 M P 3 A N 22A N 23 M o unt P ipe C olumn P ipe A 5 3 G r. B T ypic a l 1 2 M 12 N 20 N 21 R IG ID N on e N one R IG ID T ypic a l 1 3 M 13 N 26 N 27 A M o unt P ipe C olumn P ipe A 5 3 G r. B T ypic a l 1 4 M 14 N 24 N 25 A R IG ID N on e N one R IG ID T ypic a l 1 5 M P 4 A N 30 N 31 M o unt P ipe C olumn P ipe A 5 3 G r. B T ypic a l 1 6 M 16A N 28 N 29 R IG ID N on e N one R IG ID T ypic a l 1 7 M P 5 A N 34 N 35 M o unt P ipe C olumn P ipe A 5 3 G r. B T ypic a l 1 8 M 18 N 32 N 33 R IG ID N on e N one R IG ID T ypic a l 1 9 M 25 N 50 N 48 R IG ID N on e N one R IG ID T ypic a l 2 0 M 26 N 51 N 49 R IG ID N on e N one R IG ID T ypic a l 2 1 M 27 N 52 N 53 M o unt P ipe C olumn P ipe A 5 3 G r. B T ypic a l 2 2 M 28 N 56 N 54 R IG ID N on e N one R IG ID T ypic a l 2 3 M 29 N 57 N 55 R IG ID N on e N one R IG ID T ypic a l 2 4 O M NI N 59 N 58 R IG ID N on e N one R IG ID T ypic a l 2 5 M 29A N 56A N 57 A R IG ID N on e N one R IG ID T ypic a l 2 6 M 30 N 58A N 59 A R IG ID N on e N one R IG ID T ypic a l 2 7 M 31 N 60 N 61 Mo d F ace Hori...B e am P ipe A 5 3 G r. B T ypic a l 2 8 M 32 N 62 N 63 Mo d S ta ndoff B e am S qua re Tube A 50 0 G r. ...T ypic a l 2 9 M 33 N 64 N 63 R IG ID N on e N one R IG ID T ypic a l 3 0 M 34 N 65 N 66 R IG ID N on e N one R IG ID T ypic a l 3 1 M 35 N 67 N 68 R IG ID N on e N one R IG ID T ypic a l M em be r A d va n c e d D ata La bel I R eleas e J R e lease I O ffs et[in]J O ffset[in]T/C O nly P hys ica l Defl R a t...A nalys is ...Inactive S eis mic ... 1 M 1 Y e s D efa ult N one 2 M 2 Y e s N one 3 M 3 Y e s ** NA **N one 4 M 4 O OO O O O Y e s ** NA **N one 5 M P 1A Y e s ** NA **N one 6 M 1 6 Y e s ** NA **N one 7 M P 2A Y e s ** NA **N one 8 M 8 Y e s ** NA **N one 9 O V P Y e s ** NA **N one 1 0 M 1 0 Y e s ** NA **N one 1 1 M P 3A Y e s ** NA **N one 1 2 M 1 2 Y e s ** NA **N one 1 3 M 1 3 Y e s ** NA **N one 1 4 M 1 4 Y e s ** NA **N one 1 5 M P 4A Y e s ** NA **N one 1 6 M 1 6A Y e s ** NA **N one 1 7 M P 5A Y e s ** NA **N one 1 8 M 1 8 Y e s ** NA **N one R IS A -3 D V e rs ion 1 7 .0.4 P a ge 6 [R :\...\...\...\...\...\...\...\...\...\...\R e v. 0 \R IS A \1 23 963-V ZW _M T _LO T_A _H.r3d ] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r A d va n c e d D ata (C o ntin ue d) La bel I R eleas e J R e lease I O ffs et[in]J O ffset[in]T/C O nly P hys ica l Defl R a t...A nalys is ...Inactive S eis mic ... 1 9 M 2 5 O O O XO X Y e s ** NA **N one 2 0 M 2 6 O O O XO X Y e s ** NA **N one 2 1 M 2 7 Y e s ** NA **N one 2 2 M 2 8 O O O XO X Y e s ** NA **N one 2 3 M 2 9 O O O XO X Y e s ** NA **N one 2 4 O M NI Y e s ** NA **N one 2 5 M 2 9A Y e s ** NA **N one 2 6 M 3 0 Y e s ** NA **N one 2 7 M 3 1 Y e s D efa ult N one 2 8 M 3 2 Y e s D efa ult N one 2 9 M 3 3 Y e s ** NA **N one 3 0 M 3 4 Y e s ** NA **N one 3 1 M 3 5 Y e s ** NA **N one M em be r P o i nt L o a ds (B L C 1 : A nte nna D ) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A Y -4 4 1 2 M P 2A M y -.022 1 3 M P 2A M z 0 1 4 M P 2A Y -4 4 3 5 M P 2A M y -.022 3 6 M P 2A M z 0 3 7 M P 3A Y -2 5.8 1.5 8 M P 3A M y -.013 1.5 9 M P 3A M z .015 1.5 1 0 M P 3A Y -2 5.8 6.5 1 1 M P 3A M y -.013 6.5 1 2 M P 3A M z .015 6.5 1 3 M P 3A Y -2 5.8 1.5 1 4 M P 3A M y -.013 1.5 1 5 M P 3A M z -.015 1.5 1 6 M P 3A Y -2 5.8 6.5 1 7 M P 3A M y -.013 6.5 1 8 M P 3A M z -.015 6.5 1 9 O M NI Y -1 6 0 2 0 O M NI M y 0 0 2 1 O M NI M z 0 0 2 2 M 1 3 Y -7 0 .5 2 3 M 1 3 M y 0 .5 2 4 M 1 3 M z 0 .5 2 5 M P 3A Y -7 5 2.5 2 6 M P 3A M y .037 2.5 2 7 M P 3A M z 0 2.5 2 8 O V P Y -3 2 .5 2 9 O V P M y 0 .5 3 0 O V P M z 0 .5 3 1 M P 4A Y -1 1.1 2 3 2 M P 4A M y -.006 2 3 3 M P 4A M z 0 2 3 4 M P 1A Y -1 0.5 .5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 7 [R :\...\...\...\...\...\...\...\...\...\...\R e v. 0 \R IS A \1 23 963-V ZW _M T _LO T_A _H.r3d ] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 1 : A nte nna D ) (C o nti nue d ) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 3 5 M P 1A M y -.005 .5 3 6 M P 1A M z 0 .5 3 7 M P 1A Y -1 0.5 3.5 3 8 M P 1A M y -.005 3.5 3 9 M P 1A M z 0 3.5 4 0 M P 5A Y -1 0.5 .5 4 1 M P 5A M y -.005 .5 4 2 M P 5A M z 0 .5 4 3 M P 5A Y -1 0.5 3.5 4 4 M P 5A M y -.005 3.5 4 5 M P 5A M z 0 3.5 M em be r P o i nt L o a ds (B L C 2 : A nte nna D i ) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A Y -.034 1 2 M P 2A M y -1.7 e-5 1 3 M P 2A M z 0 1 4 M P 2A Y -.034 3 5 M P 2A M y -1.7 e-5 3 6 M P 2A M z 0 3 7 M P 3A Y -.066 1.5 8 M P 3A M y -3.3 e-5 1.5 9 M P 3A M z 3 .8e-5 1.5 1 0 M P 3A Y -.066 6.5 1 1 M P 3A M y -3.3 e-5 6.5 1 2 M P 3A M z 3 .8e-5 6.5 1 3 M P 3A Y -.066 1.5 1 4 M P 3A M y -3.3 e-5 1.5 1 5 M P 3A M z -3.8 e-5 1.5 1 6 M P 3A Y -.066 6.5 1 7 M P 3A M y -3.3 e-5 6.5 1 8 M P 3A M z -3.8 e-5 6.5 1 9 O M NI Y -1 6 0 2 0 O M NI M y 0 0 2 1 O M NI M z 0 0 2 2 M 1 3 Y -.032 .5 2 3 M 1 3 M y 0 .5 2 4 M 1 3 M z 0 .5 2 5 M P 3A Y -.035 2.5 2 6 M P 3A M y 1 .8e-5 2.5 2 7 M P 3A M z 0 2.5 2 8 O V P Y -.073 .5 2 9 O V P M y 0 .5 3 0 O V P M z 0 .5 3 1 M P 4A Y -.01 2 3 2 M P 4A M y -5 e-6 2 3 3 M P 4A M z 0 2 3 4 M P 1A Y -.029 .5 3 5 M P 1A M y -1.5 e-5 .5 3 6 M P 1A M z 0 .5 3 7 M P 1A Y -.029 3.5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 8 [R :\...\...\...\...\...\...\...\...\...\...\R e v. 0 \R IS A \1 23 963-V ZW _M T _LO T_A _H.r3d ] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 2 : A nte nna D i ) (C o ntin ue d) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 3 8 M P 1A M y -1.5 e-5 3.5 3 9 M P 1A M z 0 3.5 4 0 M P 5A Y -.029 .5 4 1 M P 5A M y -1.5 e-5 .5 4 2 M P 5A M z 0 .5 4 3 M P 5A Y -.029 3.5 4 4 M P 5A M y -1.5 e-5 3.5 4 5 M P 5A M z 0 3.5 M em be r P o i nt L o a ds (B L C 3 : A nte nna Wo (0 D e g )) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X 0 1 2 M P 2A Z -4 5.997 1 3 M P 2A M x 0 1 4 M P 2A X 0 3 5 M P 2A Z -4 5.997 3 6 M P 2A M x 0 3 7 M P 3A X 0 1.5 8 M P 3A Z -126.8 5 5 1.5 9 M P 3A M x -.074 1.5 1 0 M P 3A X 0 6.5 1 1 M P 3A Z -126.8 5 5 6.5 1 2 M P 3A M x -.074 6.5 1 3 M P 3A X 0 1.5 1 4 M P 3A Z -126.8 5 5 1.5 1 5 M P 3A M x .074 1.5 1 6 M P 3A X 0 6.5 1 7 M P 3A Z -126.8 5 5 6.5 1 8 M P 3A M x .074 6.5 1 9 O M NI X 0 0 2 0 O M NI Z -2 2.088 0 2 1 O M NI M x 0 0 2 2 M 1 3 X 0 .5 2 3 M 1 3 Z -3 0.381 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X 0 2.5 2 6 M P 3A Z -3 6.753 2.5 2 7 M P 3A M x 0 2.5 2 8 O V P X 0 .5 2 9 O V P Z -7 7.854 .5 3 0 O V P M x 0 .5 3 1 M P 4A X 0 2 3 2 M P 4A Z -1 2.251 2 3 3 M P 4A M x 0 2 3 4 M P 1A X 0 .5 3 5 M P 1A Z -5 4.907 .5 3 6 M P 1A M x 0 .5 3 7 M P 1A X 0 3.5 3 8 M P 1A Z -5 4.907 3.5 3 9 M P 1A M x 0 3.5 4 0 M P 5A X 0 .5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 9 [R :\...\...\...\...\...\...\...\...\...\...\R e v. 0 \R IS A \1 23 963-V ZW _M T _LO T_A _H.r3d ] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 3 : A nte nna Wo (0 D e g )) (C on ti nu e d) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 4 1 M P 5A Z -5 4.907 .5 4 2 M P 5A M x 0 .5 4 3 M P 5A X 0 3.5 4 4 M P 5A Z -5 4.907 3.5 4 5 M P 5A M x 0 3.5 M em be r P o i nt L o a ds (B L C 4 : A nte nna Wo (3 0 De g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X 2 1.158 1 2 M P 2A Z -3 6.647 1 3 M P 2A M x -.011 1 4 M P 2A X 2 1.158 3 5 M P 2A Z -3 6.647 3 6 M P 2A M x -.011 3 7 M P 3A X 5 8.228 1.5 8 M P 3A Z -100.8 5 4 1.5 9 M P 3A M x -.088 1.5 1 0 M P 3A X 5 8.228 6.5 1 1 M P 3A Z -100.8 5 4 6.5 1 2 M P 3A M x -.088 6.5 1 3 M P 3A X 5 8.228 1.5 1 4 M P 3A Z -100.8 5 4 1.5 1 5 M P 3A M x .0 3 1.5 1 6 M P 3A X 5 8.228 6.5 1 7 M P 3A Z -100.8 5 4 6.5 1 8 M P 3A M x .0 3 6.5 1 9 O M NI X .806 0 2 0 O M NI Z -1.3 96 0 2 1 O M NI M x 0 0 2 2 M 1 3 X 1 3.111 .5 2 3 M 1 3 Z -2 2.709 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X 1 7.646 2.5 2 6 M P 3A Z -3 0.563 2.5 2 7 M P 3A M x .009 2.5 2 8 O V P X 3 4.821 .5 2 9 O V P Z -6 0.312 .5 3 0 O V P M x 0 .5 3 1 M P 4A X 5.5 69 2 3 2 M P 4A Z -9.6 45 2 3 3 M P 4A M x -.003 2 3 4 M P 1A X 2 3.953 .5 3 5 M P 1A Z -4 1.487 .5 3 6 M P 1A M x -.012 .5 3 7 M P 1A X 2 3.953 3.5 3 8 M P 1A Z -4 1.487 3.5 3 9 M P 1A M x -.012 3.5 4 0 M P 5A X 2 3.953 .5 4 1 M P 5A Z -4 1.487 .5 4 2 M P 5A M x -.012 .5 4 3 M P 5A X 2 3.953 3.5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 1 0 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 4 : A nte nna Wo (3 0 De g)) (C o nti nu ed ) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 4 4 M P 5A Z -4 1.487 3.5 4 5 M P 5A M x -.012 3.5 M em be r P o i nt L o a ds (B L C 5 : A nte nna Wo (6 0 De g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X 3 0.272 1 2 M P 2A Z -1 7.478 1 3 M P 2A M x -.015 1 4 M P 2A X 3 0.272 3 5 M P 2A Z -1 7.478 3 6 M P 2A M x -.015 3 7 M P 3A X 8 2.845 1.5 8 M P 3A Z -47.83 1.5 9 M P 3A M x -.069 1.5 1 0 M P 3A X 8 2.845 6.5 1 1 M P 3A Z -47.83 6.5 1 2 M P 3A M x -.069 6.5 1 3 M P 3A X 8 2.845 1.5 1 4 M P 3A Z -47.83 1.5 1 5 M P 3A M x -.014 1.5 1 6 M P 3A X 8 2.845 6.5 1 7 M P 3A Z -47.83 6.5 1 8 M P 3A M x -.014 6.5 1 9 O M NI X 5.4 16 0 2 0 O M NI Z -3.1 27 0 2 1 O M NI M x 0 0 2 2 M 1 3 X 2 3.525 .5 2 3 M 1 3 Z -1 3.582 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X 2 8.031 2.5 2 6 M P 3A Z -1 6.184 2.5 2 7 M P 3A M x .014 2.5 2 8 O V P X 6 1.924 .5 2 9 O V P Z -3 5.752 .5 3 0 O V P M x 0 .5 3 1 M P 4A X 7.7 16 2 3 2 M P 4A Z -4.4 55 2 3 3 M P 4A M x -.004 2 3 4 M P 1A X 29.36 .5 3 5 M P 1A Z -1 6.951 .5 3 6 M P 1A M x -.015 .5 3 7 M P 1A X 29.36 3.5 3 8 M P 1A Z -1 6.951 3.5 3 9 M P 1A M x -.015 3.5 4 0 M P 5A X 29.36 .5 4 1 M P 5A Z -1 6.951 .5 4 2 M P 5A M x -.015 .5 4 3 M P 5A X 29.36 3.5 4 4 M P 5A Z -1 6.951 3.5 4 5 M P 5A M x -.015 3.5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 1 1 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 6 : A nte nna Wo (9 0 De g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X 3 1.275 1 2 M P 2A Z 0 1 3 M P 2A M x -.016 1 4 M P 2A X 3 1.275 3 5 M P 2A Z 0 3 6 M P 2A M x -.016 3 7 M P 3A X 8 5.263 1.5 8 M P 3A Z 0 1.5 9 M P 3A M x -.043 1.5 1 0 M P 3A X 8 5.263 6.5 1 1 M P 3A Z 0 6.5 1 2 M P 3A M x -.043 6.5 1 3 M P 3A X 8 5.263 1.5 1 4 M P 3A Z 0 1.5 1 5 M P 3A M x -.043 1.5 1 6 M P 3A X 8 5.263 6.5 1 7 M P 3A Z 0 6.5 1 8 M P 3A M x -.043 6.5 1 9 O M NI X 3 1.371 0 2 0 O M NI Z 0 0 2 1 O M NI M x 0 0 2 2 M 1 3 X 3 2.267 .5 2 3 M 1 3 Z 0 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X 3 0.906 2.5 2 6 M P 3A Z 0 2.5 2 7 M P 3A M x .015 2.5 2 8 O V P X 8 1.577 .5 2 9 O V P Z 0 .5 3 0 O V P M x 0 .5 3 1 M P 4A X 7.7 96 2 3 2 M P 4A Z 0 2 3 3 M P 4A M x -.004 2 3 4 M P 1A X 2 6.9 .5 3 5 M P 1A Z 0 .5 3 6 M P 1A M x -.013 .5 3 7 M P 1A X 2 6.9 3.5 3 8 M P 1A Z 0 3.5 3 9 M P 1A M x -.013 3.5 4 0 M P 5A X 2 6.9 .5 4 1 M P 5A Z 0 .5 4 2 M P 5A M x -.013 .5 4 3 M P 5A X 2 6.9 3.5 4 4 M P 5A Z 0 3.5 4 5 M P 5A M x -.013 3.5 M em be r P o i nt L o a ds (B L C 7 : A nte nna Wo (1 20 D e g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X 3 0.272 1 2 M P 2A Z 1 7.478 1 3 M P 2A M x -.015 1 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 1 2 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 7 : A nte nna Wo (1 20 D e g)) (C o nti nue d ) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 4 M P 2A X 3 0.272 3 5 M P 2A Z 1 7.478 3 6 M P 2A M x -.015 3 7 M P 3A X 8 2.845 1.5 8 M P 3A Z 47.83 1.5 9 M P 3A M x -.014 1.5 1 0 M P 3A X 8 2.845 6.5 1 1 M P 3A Z 47.83 6.5 1 2 M P 3A M x -.014 6.5 1 3 M P 3A X 8 2.845 1.5 1 4 M P 3A Z 47.83 1.5 1 5 M P 3A M x -.069 1.5 1 6 M P 3A X 8 2.845 6.5 1 7 M P 3A Z 47.83 6.5 1 8 M P 3A M x -.069 6.5 1 9 O M NI X 4 4.901 0 2 0 O M NI Z 2 5.924 0 2 1 O M NI M x 0 0 2 2 M 1 3 X 3 1.546 .5 2 3 M 1 3 Z 1 8.213 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X 2 8.031 2.5 2 6 M P 3A Z 1 6.184 2.5 2 7 M P 3A M x .014 2.5 2 8 O V P X 77.76 .5 2 9 O V P Z 4 4.894 .5 3 0 O V P M x 0 .5 3 1 M P 4A X 7.7 16 2 3 2 M P 4A Z 4.4 55 2 3 3 M P 4A M x -.004 2 3 4 M P 1A X 29.36 .5 3 5 M P 1A Z 1 6.951 .5 3 6 M P 1A M x -.015 .5 3 7 M P 1A X 29.36 3.5 3 8 M P 1A Z 1 6.951 3.5 3 9 M P 1A M x -.015 3.5 4 0 M P 5A X 29.36 .5 4 1 M P 5A Z 1 6.951 .5 4 2 M P 5A M x -.015 .5 4 3 M P 5A X 29.36 3.5 4 4 M P 5A Z 1 6.951 3.5 4 5 M P 5A M x -.015 3.5 M em be r P o i nt L o a ds (B L C 8 : A nte nna Wo (1 50 D e g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X 2 1.158 1 2 M P 2A Z 3 6.647 1 3 M P 2A M x -.011 1 4 M P 2A X 2 1.158 3 5 M P 2A Z 3 6.647 3 6 M P 2A M x -.011 3 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 1 3 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 8 : A nte nna Wo (1 50 D e g)) (C o nti nue d ) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 7 M P 3A X 5 8.228 1.5 8 M P 3A Z 100.8 5 4 1.5 9 M P 3A M x .0 3 1.5 1 0 M P 3A X 5 8.228 6.5 1 1 M P 3A Z 100.8 5 4 6.5 1 2 M P 3A M x .0 3 6.5 1 3 M P 3A X 5 8.228 1.5 1 4 M P 3A Z 100.8 5 4 1.5 1 5 M P 3A M x -.088 1.5 1 6 M P 3A X 5 8.228 6.5 1 7 M P 3A Z 100.8 5 4 6.5 1 8 M P 3A M x -.088 6.5 1 9 O M NI X 2 3.603 0 2 0 O M NI Z 4 0.881 0 2 1 O M NI M x 0 0 2 2 M 1 3 X 1 7.742 .5 2 3 M 1 3 Z 3 0.729 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X 1 7.646 2.5 2 6 M P 3A Z 3 0.563 2.5 2 7 M P 3A M x .009 2.5 2 8 O V P X 4 3.964 .5 2 9 O V P Z 7 6.147 .5 3 0 O V P M x 0 .5 3 1 M P 4A X 5.5 69 2 3 2 M P 4A Z 9.6 45 2 3 3 M P 4A M x -.003 2 3 4 M P 1A X 2 3.953 .5 3 5 M P 1A Z 4 1.487 .5 3 6 M P 1A M x -.012 .5 3 7 M P 1A X 2 3.953 3.5 3 8 M P 1A Z 4 1.487 3.5 3 9 M P 1A M x -.012 3.5 4 0 M P 5A X 2 3.953 .5 4 1 M P 5A Z 4 1.487 .5 4 2 M P 5A M x -.012 .5 4 3 M P 5A X 2 3.953 3.5 4 4 M P 5A Z 4 1.487 3.5 4 5 M P 5A M x -.012 3.5 M em be r P o i nt L o a ds (B L C 9 : A nte nna Wo (1 80 D e g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X 0 1 2 M P 2A Z 4 5.997 1 3 M P 2A M x 0 1 4 M P 2A X 0 3 5 M P 2A Z 4 5.997 3 6 M P 2A M x 0 3 7 M P 3A X 0 1.5 8 M P 3A Z 126.8 5 5 1.5 9 M P 3A M x .074 1.5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 1 4 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 9 : A nte nna Wo (1 80 D e g)) (C o nti nue d ) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 0 M P 3A X 0 6.5 1 1 M P 3A Z 126.8 5 5 6.5 1 2 M P 3A M x .074 6.5 1 3 M P 3A X 0 1.5 1 4 M P 3A Z 126.8 5 5 1.5 1 5 M P 3A M x -.074 1.5 1 6 M P 3A X 0 6.5 1 7 M P 3A Z 126.8 5 5 6.5 1 8 M P 3A M x -.074 6.5 1 9 O M NI X 0 0 2 0 O M NI Z 2 2.088 0 2 1 O M NI M x 0 0 2 2 M 1 3 X 0 .5 2 3 M 1 3 Z 3 0.381 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X 0 2.5 2 6 M P 3A Z 3 6.753 2.5 2 7 M P 3A M x 0 2.5 2 8 O V P X 0 .5 2 9 O V P Z 7 7.854 .5 3 0 O V P M x 0 .5 3 1 M P 4A X 0 2 3 2 M P 4A Z 1 2.251 2 3 3 M P 4A M x 0 2 3 4 M P 1A X 0 .5 3 5 M P 1A Z 5 4.907 .5 3 6 M P 1A M x 0 .5 3 7 M P 1A X 0 3.5 3 8 M P 1A Z 5 4.907 3.5 3 9 M P 1A M x 0 3.5 4 0 M P 5A X 0 .5 4 1 M P 5A Z 5 4.907 .5 4 2 M P 5A M x 0 .5 4 3 M P 5A X 0 3.5 4 4 M P 5A Z 5 4.907 3.5 4 5 M P 5A M x 0 3.5 M em be r P o i nt L o a ds (B L C 10 : A nten na W o (21 0 D e g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X -2 1.158 1 2 M P 2A Z 3 6.647 1 3 M P 2A M x .011 1 4 M P 2A X -2 1.158 3 5 M P 2A Z 3 6.647 3 6 M P 2A M x .011 3 7 M P 3A X -5 8.228 1.5 8 M P 3A Z 100.8 5 4 1.5 9 M P 3A M x .088 1.5 1 0 M P 3A X -5 8.228 6.5 1 1 M P 3A Z 100.8 5 4 6.5 1 2 M P 3A M x .088 6.5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 1 5 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 10 : A nten na W o (21 0 D e g)) (C o ntin ue d) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 3 M P 3A X -5 8.228 1.5 1 4 M P 3A Z 100.8 5 4 1.5 1 5 M P 3A M x -.03 1.5 1 6 M P 3A X -5 8.228 6.5 1 7 M P 3A Z 100.8 5 4 6.5 1 8 M P 3A M x -.03 6.5 1 9 O M NI X -.806 0 2 0 O M NI Z 1.3 96 0 2 1 O M NI M x 0 0 2 2 M 1 3 X -1 3.111 .5 2 3 M 1 3 Z 2 2.709 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X -1 7.646 2.5 2 6 M P 3A Z 3 0.563 2.5 2 7 M P 3A M x -.009 2.5 2 8 O V P X -3 4.821 .5 2 9 O V P Z 6 0.312 .5 3 0 O V P M x 0 .5 3 1 M P 4A X -5.5 69 2 3 2 M P 4A Z 9.6 45 2 3 3 M P 4A M x .003 2 3 4 M P 1A X -2 3.953 .5 3 5 M P 1A Z 4 1.487 .5 3 6 M P 1A M x .012 .5 3 7 M P 1A X -2 3.953 3.5 3 8 M P 1A Z 4 1.487 3.5 3 9 M P 1A M x .012 3.5 4 0 M P 5A X -2 3.953 .5 4 1 M P 5A Z 4 1.487 .5 4 2 M P 5A M x .012 .5 4 3 M P 5A X -2 3.953 3.5 4 4 M P 5A Z 4 1.487 3.5 4 5 M P 5A M x .012 3.5 M em be r P o i nt L o a ds (B L C 11 : A nten na W o (24 0 D e g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X -3 0.272 1 2 M P 2A Z 1 7.478 1 3 M P 2A M x .015 1 4 M P 2A X -3 0.272 3 5 M P 2A Z 1 7.478 3 6 M P 2A M x .015 3 7 M P 3A X -8 2.845 1.5 8 M P 3A Z 47.83 1.5 9 M P 3A M x .069 1.5 1 0 M P 3A X -8 2.845 6.5 1 1 M P 3A Z 47.83 6.5 1 2 M P 3A M x .069 6.5 1 3 M P 3A X -8 2.845 1.5 1 4 M P 3A Z 47.83 1.5 1 5 M P 3A M x .014 1.5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 1 6 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 11 : A nten na W o (24 0 D e g)) (C o ntin ue d) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 6 M P 3A X -8 2.845 6.5 1 7 M P 3A Z 47.83 6.5 1 8 M P 3A M x .014 6.5 1 9 O M NI X -5.4 16 0 2 0 O M NI Z 3.1 27 0 2 1 O M NI M x 0 0 2 2 M 1 3 X -2 3.525 .5 2 3 M 1 3 Z 1 3.582 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X -2 8.031 2.5 2 6 M P 3A Z 1 6.184 2.5 2 7 M P 3A M x -.014 2.5 2 8 O V P X -6 1.924 .5 2 9 O V P Z 3 5.752 .5 3 0 O V P M x 0 .5 3 1 M P 4A X -7.7 16 2 3 2 M P 4A Z 4.4 55 2 3 3 M P 4A M x .004 2 3 4 M P 1A X -29.36 .5 3 5 M P 1A Z 1 6.951 .5 3 6 M P 1A M x .015 .5 3 7 M P 1A X -29.36 3.5 3 8 M P 1A Z 1 6.951 3.5 3 9 M P 1A M x .015 3.5 4 0 M P 5A X -29.36 .5 4 1 M P 5A Z 1 6.951 .5 4 2 M P 5A M x .015 .5 4 3 M P 5A X -29.36 3.5 4 4 M P 5A Z 1 6.951 3.5 4 5 M P 5A M x .015 3.5 M em be r P o i nt L o a ds (B L C 12 : A nten na W o (27 0 D e g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X -3 1.275 1 2 M P 2A Z 0 1 3 M P 2A M x .016 1 4 M P 2A X -3 1.275 3 5 M P 2A Z 0 3 6 M P 2A M x .016 3 7 M P 3A X -8 5.263 1.5 8 M P 3A Z 0 1.5 9 M P 3A M x .043 1.5 1 0 M P 3A X -8 5.263 6.5 1 1 M P 3A Z 0 6.5 1 2 M P 3A M x .043 6.5 1 3 M P 3A X -8 5.263 1.5 1 4 M P 3A Z 0 1.5 1 5 M P 3A M x .043 1.5 1 6 M P 3A X -8 5.263 6.5 1 7 M P 3A Z 0 6.5 1 8 M P 3A M x .043 6.5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 1 7 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 12 : A nten na W o (27 0 D e g)) (C o ntin ue d) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 9 O M NI X -3 1.371 0 2 0 O M NI Z 0 0 2 1 O M NI M x 0 0 2 2 M 1 3 X -3 2.267 .5 2 3 M 1 3 Z 0 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X -3 0.906 2.5 2 6 M P 3A Z 0 2.5 2 7 M P 3A M x -.015 2.5 2 8 O V P X -8 1.577 .5 2 9 O V P Z 0 .5 3 0 O V P M x 0 .5 3 1 M P 4A X -7.7 96 2 3 2 M P 4A Z 0 2 3 3 M P 4A M x .004 2 3 4 M P 1A X -2 6.9 .5 3 5 M P 1A Z 0 .5 3 6 M P 1A M x .013 .5 3 7 M P 1A X -2 6.9 3.5 3 8 M P 1A Z 0 3.5 3 9 M P 1A M x .013 3.5 4 0 M P 5A X -2 6.9 .5 4 1 M P 5A Z 0 .5 4 2 M P 5A M x .013 .5 4 3 M P 5A X -2 6.9 3.5 4 4 M P 5A Z 0 3.5 4 5 M P 5A M x .013 3.5 M em be r P o i nt L o a ds (B L C 13 : A nten na W o (30 0 D e g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X -3 0.272 1 2 M P 2A Z -1 7.478 1 3 M P 2A M x .015 1 4 M P 2A X -3 0.272 3 5 M P 2A Z -1 7.478 3 6 M P 2A M x .015 3 7 M P 3A X -8 2.845 1.5 8 M P 3A Z -47.83 1.5 9 M P 3A M x .014 1.5 1 0 M P 3A X -8 2.845 6.5 1 1 M P 3A Z -47.83 6.5 1 2 M P 3A M x .014 6.5 1 3 M P 3A X -8 2.845 1.5 1 4 M P 3A Z -47.83 1.5 1 5 M P 3A M x .069 1.5 1 6 M P 3A X -8 2.845 6.5 1 7 M P 3A Z -47.83 6.5 1 8 M P 3A M x .069 6.5 1 9 O M NI X -4 4.901 0 2 0 O M NI Z -2 5.924 0 2 1 O M NI M x 0 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 1 8 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 13 : A nten na W o (30 0 D e g)) (C o ntin ue d) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 2 2 M 1 3 X -3 1.546 .5 2 3 M 1 3 Z -1 8.213 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X -2 8.031 2.5 2 6 M P 3A Z -1 6.184 2.5 2 7 M P 3A M x -.014 2.5 2 8 O V P X -77.76 .5 2 9 O V P Z -4 4.894 .5 3 0 O V P M x 0 .5 3 1 M P 4A X -7.7 16 2 3 2 M P 4A Z -4.4 55 2 3 3 M P 4A M x .004 2 3 4 M P 1A X -29.36 .5 3 5 M P 1A Z -1 6.951 .5 3 6 M P 1A M x .015 .5 3 7 M P 1A X -29.36 3.5 3 8 M P 1A Z -1 6.951 3.5 3 9 M P 1A M x .015 3.5 4 0 M P 5A X -29.36 .5 4 1 M P 5A Z -1 6.951 .5 4 2 M P 5A M x .015 .5 4 3 M P 5A X -29.36 3.5 4 4 M P 5A Z -1 6.951 3.5 4 5 M P 5A M x .015 3.5 M em be r P o i nt L o a ds (B L C 14 : A nten na W o (33 0 D e g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X -2 1.158 1 2 M P 2A Z -3 6.647 1 3 M P 2A M x .011 1 4 M P 2A X -2 1.158 3 5 M P 2A Z -3 6.647 3 6 M P 2A M x .011 3 7 M P 3A X -5 8.228 1.5 8 M P 3A Z -100.8 5 4 1.5 9 M P 3A M x -.03 1.5 1 0 M P 3A X -5 8.228 6.5 1 1 M P 3A Z -100.8 5 4 6.5 1 2 M P 3A M x -.03 6.5 1 3 M P 3A X -5 8.228 1.5 1 4 M P 3A Z -100.8 5 4 1.5 1 5 M P 3A M x .088 1.5 1 6 M P 3A X -5 8.228 6.5 1 7 M P 3A Z -100.8 5 4 6.5 1 8 M P 3A M x .088 6.5 1 9 O M NI X -2 3.603 0 2 0 O M NI Z -4 0.881 0 2 1 O M NI M x 0 0 2 2 M 1 3 X -1 7.742 .5 2 3 M 1 3 Z -3 0.729 .5 2 4 M 1 3 M x 0 .5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 1 9 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 14 : A nten na W o (33 0 D e g)) (C o ntin ue d) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 2 5 M P 3A X -1 7.646 2.5 2 6 M P 3A Z -3 0.563 2.5 2 7 M P 3A M x -.009 2.5 2 8 O V P X -4 3.964 .5 2 9 O V P Z -7 6.147 .5 3 0 O V P M x 0 .5 3 1 M P 4A X -5.5 69 2 3 2 M P 4A Z -9.6 45 2 3 3 M P 4A M x .003 2 3 4 M P 1A X -2 3.953 .5 3 5 M P 1A Z -4 1.487 .5 3 6 M P 1A M x .012 .5 3 7 M P 1A X -2 3.953 3.5 3 8 M P 1A Z -4 1.487 3.5 3 9 M P 1A M x .012 3.5 4 0 M P 5A X -2 3.953 .5 4 1 M P 5A Z -4 1.487 .5 4 2 M P 5A M x .012 .5 4 3 M P 5A X -2 3.953 3.5 4 4 M P 5A Z -4 1.487 3.5 4 5 M P 5A M x .012 3.5 M em be r P o i nt L o a ds (B L C 15 : A nten na W i (0 D eg )) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X 0 1 2 M P 2A Z -4 .59 1 3 M P 2A M x 0 1 4 M P 2A X 0 3 5 M P 2A Z -4 .59 3 6 M P 2A M x 0 3 7 M P 3A X 0 1.5 8 M P 3A Z -12.65 1.5 9 M P 3A M x -.007 1.5 1 0 M P 3A X 0 6.5 1 1 M P 3A Z -12.65 6.5 1 2 M P 3A M x -.007 6.5 1 3 M P 3A X 0 1.5 1 4 M P 3A Z -12.65 1.5 1 5 M P 3A M x .007 1.5 1 6 M P 3A X 0 6.5 1 7 M P 3A Z -12.65 6.5 1 8 M P 3A M x .007 6.5 1 9 O M NI X 0 0 2 0 O M NI Z -2.2 07 0 2 1 O M NI M x 0 0 2 2 M 1 3 X 0 .5 2 3 M 1 3 Z -3 .03 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X 0 2.5 2 6 M P 3A Z -3.6 66 2.5 2 7 M P 3A M x 0 2.5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 2 0 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 15 : A nten na W i (0 D eg )) (C on ti n ue d) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 2 8 O V P X 0 .5 2 9 O V P Z -7.7 61 .5 3 0 O V P M x 0 .5 3 1 M P 4A X 0 2 3 2 M P 4A Z -1.2 29 2 3 3 M P 4A M x 0 2 3 4 M P 1A X 0 .5 3 5 M P 1A Z -5.4 95 .5 3 6 M P 1A M x 0 .5 3 7 M P 1A X 0 3.5 3 8 M P 1A Z -5.4 95 3.5 3 9 M P 1A M x 0 3.5 4 0 M P 5A X 0 .5 4 1 M P 5A Z -5.4 95 .5 4 2 M P 5A M x 0 .5 4 3 M P 5A X 0 3.5 4 4 M P 5A Z -5.4 95 3.5 4 5 M P 5A M x 0 3.5 M em be r P o i nt L o a ds (B L C 16 : A nten na W i (30 D e g )) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X 2.1 11 1 2 M P 2A Z -3.6 57 1 3 M P 2A M x -.001 1 4 M P 2A X 2.1 11 3 5 M P 2A Z -3.6 57 3 6 M P 2A M x -.001 3 7 M P 3A X 5.8 07 1.5 8 M P 3A Z -1 0.058 1.5 9 M P 3A M x -.009 1.5 1 0 M P 3A X 5.8 07 6.5 1 1 M P 3A Z -1 0.058 6.5 1 2 M P 3A M x -.009 6.5 1 3 M P 3A X 5.8 07 1.5 1 4 M P 3A Z -1 0.058 1.5 1 5 M P 3A M x .003 1.5 1 6 M P 3A X 5.8 07 6.5 1 7 M P 3A Z -1 0.058 6.5 1 8 M P 3A M x .003 6.5 1 9 O M NI X .082 0 2 0 O M NI Z -.142 0 2 1 O M NI M x 0 0 2 2 M 1 3 X 1.3 08 .5 2 3 M 1 3 Z -2.2 65 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X 1 .76 2.5 2 6 M P 3A Z -3.0 48 2.5 2 7 M P 3A M x .0 0088 2.5 2 8 O V P X 3.4 73 .5 2 9 O V P Z -6.0 15 .5 3 0 O V P M x 0 .5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 2 1 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 16 : A nten na W i (30 D e g )) (C on ti nu e d) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 3 1 M P 4A X .558 2 3 2 M P 4A Z -.966 2 3 3 M P 4A M x -.00 02 7 9 2 3 4 M P 1A X 2.3 96 .5 3 5 M P 1A Z -4 .15 .5 3 6 M P 1A M x -.001 .5 3 7 M P 1A X 2.3 96 3.5 3 8 M P 1A Z -4 .15 3.5 3 9 M P 1A M x -.001 3.5 4 0 M P 5A X 2.3 96 .5 4 1 M P 5A Z -4 .15 .5 4 2 M P 5A M x -.001 .5 4 3 M P 5A X 2.3 96 3.5 4 4 M P 5A Z -4 .15 3.5 4 5 M P 5A M x -.001 3.5 M em be r P o i nt L o a ds (B L C 17 : A nten na W i (60 D e g )) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X 3 .02 1 2 M P 2A Z -1.7 43 1 3 M P 2A M x -.002 1 4 M P 2A X 3 .02 3 5 M P 2A Z -1.7 43 3 6 M P 2A M x -.002 3 7 M P 3A X 8.2 62 1.5 8 M P 3A Z -4 .77 1.5 9 M P 3A M x -.007 1.5 1 0 M P 3A X 8.2 62 6.5 1 1 M P 3A Z -4 .77 6.5 1 2 M P 3A M x -.007 6.5 1 3 M P 3A X 8.2 62 1.5 1 4 M P 3A Z -4 .77 1.5 1 5 M P 3A M x -.001 1.5 1 6 M P 3A X 8.2 62 6.5 1 7 M P 3A Z -4 .77 6.5 1 8 M P 3A M x -.001 6.5 1 9 O M NI X .543 0 2 0 O M NI Z -.314 0 2 1 O M NI M x 0 0 2 2 M 1 3 X 2.3 47 .5 2 3 M 1 3 Z -1.3 55 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X 2.7 96 2.5 2 6 M P 3A Z -1.6 14 2.5 2 7 M P 3A M x .001 2.5 2 8 O V P X 6.1 75 .5 2 9 O V P Z -3.5 65 .5 3 0 O V P M x 0 .5 3 1 M P 4A X .771 2 3 2 M P 4A Z -.445 2 3 3 M P 4A M x -.00 03 8 6 2 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 2 2 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 17 : A nten na W i (60 D e g )) (C on ti nu e d) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 3 4 M P 1A X 2.9 32 .5 3 5 M P 1A Z -1.6 93 .5 3 6 M P 1A M x -.001 .5 3 7 M P 1A X 2.9 32 3.5 3 8 M P 1A Z -1.6 93 3.5 3 9 M P 1A M x -.001 3.5 4 0 M P 5A X 2.9 32 .5 4 1 M P 5A Z -1.6 93 .5 4 2 M P 5A M x -.001 .5 4 3 M P 5A X 2.9 32 3.5 4 4 M P 5A Z -1.6 93 3.5 4 5 M P 5A M x -.001 3.5 M em be r P o i nt L o a ds (B L C 18 : A nten na W i (90 D e g )) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X 3.1 19 1 2 M P 2A Z 0 1 3 M P 2A M x -.002 1 4 M P 2A X 3.1 19 3 5 M P 2A Z 0 3 6 M P 2A M x -.002 3 7 M P 3A X 8.5 04 1.5 8 M P 3A Z 0 1.5 9 M P 3A M x -.004 1.5 1 0 M P 3A X 8.5 04 6.5 1 1 M P 3A Z 0 6.5 1 2 M P 3A M x -.004 6.5 1 3 M P 3A X 8.5 04 1.5 1 4 M P 3A Z 0 1.5 1 5 M P 3A M x -.004 1.5 1 6 M P 3A X 8.5 04 6.5 1 7 M P 3A Z 0 6.5 1 8 M P 3A M x -.004 6.5 1 9 O M NI X 3.1 32 0 2 0 O M NI Z 0 0 2 1 O M NI M x 0 0 2 2 M 1 3 X 3.2 18 .5 2 3 M 1 3 Z 0 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X 3.0 83 2.5 2 6 M P 3A Z 0 2.5 2 7 M P 3A M x .002 2.5 2 8 O V P X 8.1 31 .5 2 9 O V P Z 0 .5 3 0 O V P M x 0 .5 3 1 M P 4A X .778 2 3 2 M P 4A Z 0 2 3 3 M P 4A M x -.00 03 8 9 2 3 4 M P 1A X 2.6 83 .5 3 5 M P 1A Z 0 .5 3 6 M P 1A M x -.001 .5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 2 3 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 18 : A nten na W i (90 D e g )) (C on ti nu e d) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 3 7 M P 1A X 2.6 83 3.5 3 8 M P 1A Z 0 3.5 3 9 M P 1A M x -.001 3.5 4 0 M P 5A X 2.6 83 .5 4 1 M P 5A Z 0 .5 4 2 M P 5A M x -.001 .5 4 3 M P 5A X 2.6 83 3.5 4 4 M P 5A Z 0 3.5 4 5 M P 5A M x -.001 3.5 M em be r P o i nt L o a ds (B L C 19 : A nten na W i (120 De g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X 3 .02 1 2 M P 2A Z 1.7 43 1 3 M P 2A M x -.002 1 4 M P 2A X 3 .02 3 5 M P 2A Z 1.7 43 3 6 M P 2A M x -.002 3 7 M P 3A X 8.2 62 1.5 8 M P 3A Z 4 .77 1.5 9 M P 3A M x -.001 1.5 1 0 M P 3A X 8.2 62 6.5 1 1 M P 3A Z 4 .77 6.5 1 2 M P 3A M x -.001 6.5 1 3 M P 3A X 8.2 62 1.5 1 4 M P 3A Z 4 .77 1.5 1 5 M P 3A M x -.007 1.5 1 6 M P 3A X 8.2 62 6.5 1 7 M P 3A Z 4 .77 6.5 1 8 M P 3A M x -.007 6.5 1 9 O M NI X 4.4 81 0 2 0 O M NI Z 2.5 87 0 2 1 O M NI M x 0 0 2 2 M 1 3 X 3.1 46 .5 2 3 M 1 3 Z 1.8 17 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X 2.7 96 2.5 2 6 M P 3A Z 1.6 14 2.5 2 7 M P 3A M x .001 2.5 2 8 O V P X 7.7 48 .5 2 9 O V P Z 4.4 73 .5 3 0 O V P M x 0 .5 3 1 M P 4A X .771 2 3 2 M P 4A Z .445 2 3 3 M P 4A M x -.00 03 8 6 2 3 4 M P 1A X 2.9 32 .5 3 5 M P 1A Z 1.6 93 .5 3 6 M P 1A M x -.001 .5 3 7 M P 1A X 2.9 32 3.5 3 8 M P 1A Z 1.6 93 3.5 3 9 M P 1A M x -.001 3.5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 2 4 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 19 : A nten na W i (120 De g)) (C o nti nu ed ) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 4 0 M P 5A X 2.9 32 .5 4 1 M P 5A Z 1.6 93 .5 4 2 M P 5A M x -.001 .5 4 3 M P 5A X 2.9 32 3.5 4 4 M P 5A Z 1.6 93 3.5 4 5 M P 5A M x -.001 3.5 M em be r P o i nt L o a ds (B L C 20 : A nten na W i (150 De g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X 2.1 11 1 2 M P 2A Z 3.6 57 1 3 M P 2A M x -.001 1 4 M P 2A X 2.1 11 3 5 M P 2A Z 3.6 57 3 6 M P 2A M x -.001 3 7 M P 3A X 5.8 07 1.5 8 M P 3A Z 1 0.058 1.5 9 M P 3A M x .003 1.5 1 0 M P 3A X 5.8 07 6.5 1 1 M P 3A Z 1 0.058 6.5 1 2 M P 3A M x .003 6.5 1 3 M P 3A X 5.8 07 1.5 1 4 M P 3A Z 1 0.058 1.5 1 5 M P 3A M x -.009 1.5 1 6 M P 3A X 5.8 07 6.5 1 7 M P 3A Z 1 0.058 6.5 1 8 M P 3A M x -.009 6.5 1 9 O M NI X 2.3 56 0 2 0 O M NI Z 4 .08 0 2 1 O M NI M x 0 0 2 2 M 1 3 X 1 .77 .5 2 3 M 1 3 Z 3.0 65 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X 1 .76 2.5 2 6 M P 3A Z 3.0 48 2.5 2 7 M P 3A M x .0 0088 2.5 2 8 O V P X 4.3 81 .5 2 9 O V P Z 7.5 88 .5 3 0 O V P M x 0 .5 3 1 M P 4A X .558 2 3 2 M P 4A Z .966 2 3 3 M P 4A M x -.00 02 7 9 2 3 4 M P 1A X 2.3 96 .5 3 5 M P 1A Z 4 .15 .5 3 6 M P 1A M x -.001 .5 3 7 M P 1A X 2.3 96 3.5 3 8 M P 1A Z 4 .15 3.5 3 9 M P 1A M x -.001 3.5 4 0 M P 5A X 2.3 96 .5 4 1 M P 5A Z 4 .15 .5 4 2 M P 5A M x -.001 .5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 2 5 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 20 : A nten na W i (150 De g)) (C o nti nu ed ) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 4 3 M P 5A X 2.3 96 3.5 4 4 M P 5A Z 4 .15 3.5 4 5 M P 5A M x -.001 3.5 M em be r P o i nt L o a ds (B L C 21 : A nten na W i (180 De g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X 0 1 2 M P 2A Z 4 .59 1 3 M P 2A M x 0 1 4 M P 2A X 0 3 5 M P 2A Z 4 .59 3 6 M P 2A M x 0 3 7 M P 3A X 0 1.5 8 M P 3A Z 12.65 1.5 9 M P 3A M x .007 1.5 1 0 M P 3A X 0 6.5 1 1 M P 3A Z 12.65 6.5 1 2 M P 3A M x .007 6.5 1 3 M P 3A X 0 1.5 1 4 M P 3A Z 12.65 1.5 1 5 M P 3A M x -.007 1.5 1 6 M P 3A X 0 6.5 1 7 M P 3A Z 12.65 6.5 1 8 M P 3A M x -.007 6.5 1 9 O M NI X 0 0 2 0 O M NI Z 2.2 07 0 2 1 O M NI M x 0 0 2 2 M 1 3 X 0 .5 2 3 M 1 3 Z 3 .03 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X 0 2.5 2 6 M P 3A Z 3.6 66 2.5 2 7 M P 3A M x 0 2.5 2 8 O V P X 0 .5 2 9 O V P Z 7.7 61 .5 3 0 O V P M x 0 .5 3 1 M P 4A X 0 2 3 2 M P 4A Z 1.2 29 2 3 3 M P 4A M x 0 2 3 4 M P 1A X 0 .5 3 5 M P 1A Z 5.4 95 .5 3 6 M P 1A M x 0 .5 3 7 M P 1A X 0 3.5 3 8 M P 1A Z 5.4 95 3.5 3 9 M P 1A M x 0 3.5 4 0 M P 5A X 0 .5 4 1 M P 5A Z 5.4 95 .5 4 2 M P 5A M x 0 .5 4 3 M P 5A X 0 3.5 4 4 M P 5A Z 5.4 95 3.5 4 5 M P 5A M x 0 3.5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 2 6 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 22 : A nten na W i (210 De g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X -2.1 11 1 2 M P 2A Z 3.6 57 1 3 M P 2A M x .001 1 4 M P 2A X -2.1 11 3 5 M P 2A Z 3.6 57 3 6 M P 2A M x .001 3 7 M P 3A X -5.8 07 1.5 8 M P 3A Z 1 0.058 1.5 9 M P 3A M x .009 1.5 1 0 M P 3A X -5.8 07 6.5 1 1 M P 3A Z 1 0.058 6.5 1 2 M P 3A M x .009 6.5 1 3 M P 3A X -5.8 07 1.5 1 4 M P 3A Z 1 0.058 1.5 1 5 M P 3A M x -.003 1.5 1 6 M P 3A X -5.8 07 6.5 1 7 M P 3A Z 1 0.058 6.5 1 8 M P 3A M x -.003 6.5 1 9 O M NI X -.082 0 2 0 O M NI Z .142 0 2 1 O M NI M x 0 0 2 2 M 1 3 X -1.3 08 .5 2 3 M 1 3 Z 2.2 65 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X -1 .76 2.5 2 6 M P 3A Z 3.0 48 2.5 2 7 M P 3A M x -.00088 2.5 2 8 O V P X -3.4 73 .5 2 9 O V P Z 6.0 15 .5 3 0 O V P M x 0 .5 3 1 M P 4A X -.558 2 3 2 M P 4A Z .966 2 3 3 M P 4A M x .0 0 02 7 9 2 3 4 M P 1A X -2.3 96 .5 3 5 M P 1A Z 4 .15 .5 3 6 M P 1A M x .001 .5 3 7 M P 1A X -2.3 96 3.5 3 8 M P 1A Z 4 .15 3.5 3 9 M P 1A M x .001 3.5 4 0 M P 5A X -2.3 96 .5 4 1 M P 5A Z 4 .15 .5 4 2 M P 5A M x .001 .5 4 3 M P 5A X -2.3 96 3.5 4 4 M P 5A Z 4 .15 3.5 4 5 M P 5A M x .001 3.5 M em be r P o i nt L o a ds (B L C 23 : A nten na W i (240 De g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X -3 .02 1 2 M P 2A Z 1.7 43 1 3 M P 2A M x .002 1 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 2 7 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 23 : A nten na W i (240 De g)) (C o nti nu ed ) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 4 M P 2A X -3 .02 3 5 M P 2A Z 1.7 43 3 6 M P 2A M x .002 3 7 M P 3A X -8.2 62 1.5 8 M P 3A Z 4 .77 1.5 9 M P 3A M x .007 1.5 1 0 M P 3A X -8.2 62 6.5 1 1 M P 3A Z 4 .77 6.5 1 2 M P 3A M x .007 6.5 1 3 M P 3A X -8.2 62 1.5 1 4 M P 3A Z 4 .77 1.5 1 5 M P 3A M x .001 1.5 1 6 M P 3A X -8.2 62 6.5 1 7 M P 3A Z 4 .77 6.5 1 8 M P 3A M x .001 6.5 1 9 O M NI X -.543 0 2 0 O M NI Z .314 0 2 1 O M NI M x 0 0 2 2 M 1 3 X -2.3 47 .5 2 3 M 1 3 Z 1.3 55 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X -2.7 96 2.5 2 6 M P 3A Z 1.6 14 2.5 2 7 M P 3A M x -.001 2.5 2 8 O V P X -6.1 75 .5 2 9 O V P Z 3.5 65 .5 3 0 O V P M x 0 .5 3 1 M P 4A X -.771 2 3 2 M P 4A Z .445 2 3 3 M P 4A M x .0 0 03 8 6 2 3 4 M P 1A X -2.9 32 .5 3 5 M P 1A Z 1.6 93 .5 3 6 M P 1A M x .001 .5 3 7 M P 1A X -2.9 32 3.5 3 8 M P 1A Z 1.6 93 3.5 3 9 M P 1A M x .001 3.5 4 0 M P 5A X -2.9 32 .5 4 1 M P 5A Z 1.6 93 .5 4 2 M P 5A M x .001 .5 4 3 M P 5A X -2.9 32 3.5 4 4 M P 5A Z 1.6 93 3.5 4 5 M P 5A M x .001 3.5 M em be r P o i nt L o a ds (B L C 24 : A nten na W i (270 De g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X -3.1 19 1 2 M P 2A Z 0 1 3 M P 2A M x .002 1 4 M P 2A X -3.1 19 3 5 M P 2A Z 0 3 6 M P 2A M x .002 3 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 2 8 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 24 : A nten na W i (270 De g)) (C o nti nu ed ) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 7 M P 3A X -8.5 04 1.5 8 M P 3A Z 0 1.5 9 M P 3A M x .004 1.5 1 0 M P 3A X -8.5 04 6.5 1 1 M P 3A Z 0 6.5 1 2 M P 3A M x .004 6.5 1 3 M P 3A X -8.5 04 1.5 1 4 M P 3A Z 0 1.5 1 5 M P 3A M x .004 1.5 1 6 M P 3A X -8.5 04 6.5 1 7 M P 3A Z 0 6.5 1 8 M P 3A M x .004 6.5 1 9 O M NI X -3.1 32 0 2 0 O M NI Z 0 0 2 1 O M NI M x 0 0 2 2 M 1 3 X -3.2 18 .5 2 3 M 1 3 Z 0 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X -3.0 83 2.5 2 6 M P 3A Z 0 2.5 2 7 M P 3A M x -.002 2.5 2 8 O V P X -8.1 31 .5 2 9 O V P Z 0 .5 3 0 O V P M x 0 .5 3 1 M P 4A X -.778 2 3 2 M P 4A Z 0 2 3 3 M P 4A M x .0 0 03 8 9 2 3 4 M P 1A X -2.6 83 .5 3 5 M P 1A Z 0 .5 3 6 M P 1A M x .001 .5 3 7 M P 1A X -2.6 83 3.5 3 8 M P 1A Z 0 3.5 3 9 M P 1A M x .001 3.5 4 0 M P 5A X -2.6 83 .5 4 1 M P 5A Z 0 .5 4 2 M P 5A M x .001 .5 4 3 M P 5A X -2.6 83 3.5 4 4 M P 5A Z 0 3.5 4 5 M P 5A M x .001 3.5 M em be r P o i nt L o a ds (B L C 25 : A nten na W i (300 De g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X -3 .02 1 2 M P 2A Z -1.7 43 1 3 M P 2A M x .002 1 4 M P 2A X -3 .02 3 5 M P 2A Z -1.7 43 3 6 M P 2A M x .002 3 7 M P 3A X -8.2 62 1.5 8 M P 3A Z -4 .77 1.5 9 M P 3A M x .001 1.5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 2 9 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 25 : A nten na W i (300 De g)) (C o nti nu ed ) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 0 M P 3A X -8.2 62 6.5 1 1 M P 3A Z -4 .77 6.5 1 2 M P 3A M x .001 6.5 1 3 M P 3A X -8.2 62 1.5 1 4 M P 3A Z -4 .77 1.5 1 5 M P 3A M x .007 1.5 1 6 M P 3A X -8.2 62 6.5 1 7 M P 3A Z -4 .77 6.5 1 8 M P 3A M x .007 6.5 1 9 O M NI X -4.4 81 0 2 0 O M NI Z -2.5 87 0 2 1 O M NI M x 0 0 2 2 M 1 3 X -3.1 46 .5 2 3 M 1 3 Z -1.8 17 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X -2.7 96 2.5 2 6 M P 3A Z -1.6 14 2.5 2 7 M P 3A M x -.001 2.5 2 8 O V P X -7.7 48 .5 2 9 O V P Z -4.4 73 .5 3 0 O V P M x 0 .5 3 1 M P 4A X -.771 2 3 2 M P 4A Z -.445 2 3 3 M P 4A M x .0 0 03 8 6 2 3 4 M P 1A X -2.9 32 .5 3 5 M P 1A Z -1.6 93 .5 3 6 M P 1A M x .001 .5 3 7 M P 1A X -2.9 32 3.5 3 8 M P 1A Z -1.6 93 3.5 3 9 M P 1A M x .001 3.5 4 0 M P 5A X -2.9 32 .5 4 1 M P 5A Z -1.6 93 .5 4 2 M P 5A M x .001 .5 4 3 M P 5A X -2.9 32 3.5 4 4 M P 5A Z -1.6 93 3.5 4 5 M P 5A M x .001 3.5 M em be r P o i nt L o a ds (B L C 26 : A nten na W i (330 De g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X -2.1 11 1 2 M P 2A Z -3.6 57 1 3 M P 2A M x .001 1 4 M P 2A X -2.1 11 3 5 M P 2A Z -3.6 57 3 6 M P 2A M x .001 3 7 M P 3A X -5.8 07 1.5 8 M P 3A Z -1 0.058 1.5 9 M P 3A M x -.003 1.5 1 0 M P 3A X -5.8 07 6.5 1 1 M P 3A Z -1 0.058 6.5 1 2 M P 3A M x -.003 6.5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 3 0 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 26 : A nten na W i (330 De g)) (C o nti nu ed ) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 3 M P 3A X -5.8 07 1.5 1 4 M P 3A Z -1 0.058 1.5 1 5 M P 3A M x .009 1.5 1 6 M P 3A X -5.8 07 6.5 1 7 M P 3A Z -1 0.058 6.5 1 8 M P 3A M x .009 6.5 1 9 O M NI X -2.3 56 0 2 0 O M NI Z -4 .08 0 2 1 O M NI M x 0 0 2 2 M 1 3 X -1 .77 .5 2 3 M 1 3 Z -3.0 65 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X -1 .76 2.5 2 6 M P 3A Z -3.0 48 2.5 2 7 M P 3A M x -.00088 2.5 2 8 O V P X -4.3 81 .5 2 9 O V P Z -7.5 88 .5 3 0 O V P M x 0 .5 3 1 M P 4A X -.558 2 3 2 M P 4A Z -.966 2 3 3 M P 4A M x .0 0 02 7 9 2 3 4 M P 1A X -2.3 96 .5 3 5 M P 1A Z -4 .15 .5 3 6 M P 1A M x .001 .5 3 7 M P 1A X -2.3 96 3.5 3 8 M P 1A Z -4 .15 3.5 3 9 M P 1A M x .001 3.5 4 0 M P 5A X -2.3 96 .5 4 1 M P 5A Z -4 .15 .5 4 2 M P 5A M x .001 .5 4 3 M P 5A X -2.3 96 3.5 4 4 M P 5A Z -4 .15 3.5 4 5 M P 5A M x .001 3.5 M em be r P o i nt L o a ds (B L C 27 : A nten na W m (0 D e g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X 0 1 2 M P 2A Z -4.5 87 1 3 M P 2A M x 0 1 4 M P 2A X 0 3 5 M P 2A Z -4.5 87 3 6 M P 2A M x 0 3 7 M P 3A X 0 1.5 8 M P 3A Z -12.65 1.5 9 M P 3A M x -.007 1.5 1 0 M P 3A X 0 6.5 1 1 M P 3A Z -12.65 6.5 1 2 M P 3A M x -.007 6.5 1 3 M P 3A X 0 1.5 1 4 M P 3A Z -12.65 1.5 1 5 M P 3A M x .007 1.5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 3 1 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 27 : A nten na W m (0 D e g)) (C o nt i nu ed ) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 6 M P 3A X 0 6.5 1 7 M P 3A Z -12.65 6.5 1 8 M P 3A M x .007 6.5 1 9 O M NI X 0 0 2 0 O M NI Z -2.2 03 0 2 1 O M NI M x 0 0 2 2 M 1 3 X 0 .5 2 3 M 1 3 Z -3 .03 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X 0 2.5 2 6 M P 3A Z -3.6 65 2.5 2 7 M P 3A M x 0 2.5 2 8 O V P X 0 .5 2 9 O V P Z -7.7 64 .5 3 0 O V P M x 0 .5 3 1 M P 4A X 0 2 3 2 M P 4A Z -1.2 22 2 3 3 M P 4A M x 0 2 3 4 M P 1A X 0 .5 3 5 M P 1A Z -5.4 76 .5 3 6 M P 1A M x 0 .5 3 7 M P 1A X 0 3.5 3 8 M P 1A Z -5.4 76 3.5 3 9 M P 1A M x 0 3.5 4 0 M P 5A X 0 .5 4 1 M P 5A Z -5.4 76 .5 4 2 M P 5A M x 0 .5 4 3 M P 5A X 0 3.5 4 4 M P 5A Z -5.4 76 3.5 4 5 M P 5A M x 0 3.5 M em be r P o i nt L o a ds (B L C 28 : A nten na W m (30 D e g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X 2 .11 1 2 M P 2A Z -3.6 55 1 3 M P 2A M x -.001 1 4 M P 2A X 2 .11 3 5 M P 2A Z -3.6 55 3 6 M P 2A M x -.001 3 7 M P 3A X 5.8 07 1.5 8 M P 3A Z -1 0.058 1.5 9 M P 3A M x -.009 1.5 1 0 M P 3A X 5.8 07 6.5 1 1 M P 3A Z -1 0.058 6.5 1 2 M P 3A M x -.009 6.5 1 3 M P 3A X 5.8 07 1.5 1 4 M P 3A Z -1 0.058 1.5 1 5 M P 3A M x .003 1.5 1 6 M P 3A X 5.8 07 6.5 1 7 M P 3A Z -1 0.058 6.5 1 8 M P 3A M x .003 6.5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 3 2 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 28 : A nten na W m (30 D e g)) (C onti nue d ) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 9 O M NI X .0 8 0 2 0 O M NI Z -.139 0 2 1 O M NI M x 0 0 2 2 M 1 3 X 1.3 07 .5 2 3 M 1 3 Z -2.2 65 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X 1 .76 2.5 2 6 M P 3A Z -3.0 48 2.5 2 7 M P 3A M x .0 0088 2.5 2 8 O V P X 3.4 72 .5 2 9 O V P Z -6.0 15 .5 3 0 O V P M x 0 .5 3 1 M P 4A X .555 2 3 2 M P 4A Z -.962 2 3 3 M P 4A M x -.00 02 7 8 2 3 4 M P 1A X 2.3 89 .5 3 5 M P 1A Z -4.1 37 .5 3 6 M P 1A M x -.001 .5 3 7 M P 1A X 2.3 89 3.5 3 8 M P 1A Z -4.1 37 3.5 3 9 M P 1A M x -.001 3.5 4 0 M P 5A X 2.3 89 .5 4 1 M P 5A Z -4.1 37 .5 4 2 M P 5A M x -.001 .5 4 3 M P 5A X 2.3 89 3.5 4 4 M P 5A Z -4.1 37 3.5 4 5 M P 5A M x -.001 3.5 M em be r P o i nt L o a ds (B L C 29 : A nten na W m (60 D e g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X 3.0 19 1 2 M P 2A Z -1.7 43 1 3 M P 2A M x -.002 1 4 M P 2A X 3.0 19 3 5 M P 2A Z -1.7 43 3 6 M P 2A M x -.002 3 7 M P 3A X 8.2 62 1.5 8 M P 3A Z -4 .77 1.5 9 M P 3A M x -.007 1.5 1 0 M P 3A X 8.2 62 6.5 1 1 M P 3A Z -4 .77 6.5 1 2 M P 3A M x -.007 6.5 1 3 M P 3A X 8.2 62 1.5 1 4 M P 3A Z -4 .77 1.5 1 5 M P 3A M x -.001 1.5 1 6 M P 3A X 8.2 62 6.5 1 7 M P 3A Z -4 .77 6.5 1 8 M P 3A M x -.001 6.5 1 9 O M NI X .5 4 0 2 0 O M NI Z -.312 0 2 1 O M NI M x 0 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 3 3 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 29 : A nten na W m (60 D e g)) (C onti nue d ) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 2 2 M 1 3 X 2.3 46 .5 2 3 M 1 3 Z -1.3 54 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X 2.7 95 2.5 2 6 M P 3A Z -1.6 14 2.5 2 7 M P 3A M x .001 2.5 2 8 O V P X 6.1 75 .5 2 9 O V P Z -3.5 65 .5 3 0 O V P M x 0 .5 3 1 M P 4A X .769 2 3 2 M P 4A Z -.444 2 3 3 M P 4A M x -.00 03 8 4 2 3 4 M P 1A X 2.9 28 .5 3 5 M P 1A Z -1 .69 .5 3 6 M P 1A M x -.001 .5 3 7 M P 1A X 2.9 28 3.5 3 8 M P 1A Z -1 .69 3.5 3 9 M P 1A M x -.001 3.5 4 0 M P 5A X 2.9 28 .5 4 1 M P 5A Z -1 .69 .5 4 2 M P 5A M x -.001 .5 4 3 M P 5A X 2.9 28 3.5 4 4 M P 5A Z -1 .69 3.5 4 5 M P 5A M x -.001 3.5 M em be r P o i nt L o a ds (B L C 30 : A nten na W m (90 D e g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X 3.1 19 1 2 M P 2A Z 0 1 3 M P 2A M x -.002 1 4 M P 2A X 3.1 19 3 5 M P 2A Z 0 3 6 M P 2A M x -.002 3 7 M P 3A X 8.5 03 1.5 8 M P 3A Z 0 1.5 9 M P 3A M x -.004 1.5 1 0 M P 3A X 8.5 03 6.5 1 1 M P 3A Z 0 6.5 1 2 M P 3A M x -.004 6.5 1 3 M P 3A X 8.5 03 1.5 1 4 M P 3A Z 0 1.5 1 5 M P 3A M x -.004 1.5 1 6 M P 3A X 8.5 03 6.5 1 7 M P 3A Z 0 6.5 1 8 M P 3A M x -.004 6.5 1 9 O M NI X 3.1 28 0 2 0 O M NI Z 0 0 2 1 O M NI M x 0 0 2 2 M 1 3 X 3.2 18 .5 2 3 M 1 3 Z 0 .5 2 4 M 1 3 M x 0 .5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 3 4 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 30 : A nten na W m (90 D e g)) (C onti nue d ) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 2 5 M P 3A X 3.0 82 2.5 2 6 M P 3A Z 0 2.5 2 7 M P 3A M x .002 2.5 2 8 O V P X 8.1 35 .5 2 9 O V P Z 0 .5 3 0 O V P M x 0 .5 3 1 M P 4A X .777 2 3 2 M P 4A Z 0 2 3 3 M P 4A M x -.00 03 8 8 2 3 4 M P 1A X 2.6 83 .5 3 5 M P 1A Z 0 .5 3 6 M P 1A M x -.001 .5 3 7 M P 1A X 2.6 83 3.5 3 8 M P 1A Z 0 3.5 3 9 M P 1A M x -.001 3.5 4 0 M P 5A X 2.6 83 .5 4 1 M P 5A Z 0 .5 4 2 M P 5A M x -.001 .5 4 3 M P 5A X 2.6 83 3.5 4 4 M P 5A Z 0 3.5 4 5 M P 5A M x -.001 3.5 M em be r P o i nt L o a ds (B L C 31 : A nten na W m (120 D e g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X 3.0 19 1 2 M P 2A Z 1.7 43 1 3 M P 2A M x -.002 1 4 M P 2A X 3.0 19 3 5 M P 2A Z 1.7 43 3 6 M P 2A M x -.002 3 7 M P 3A X 8.2 62 1.5 8 M P 3A Z 4 .77 1.5 9 M P 3A M x -.001 1.5 1 0 M P 3A X 8.2 62 6.5 1 1 M P 3A Z 4 .77 6.5 1 2 M P 3A M x -.001 6.5 1 3 M P 3A X 8.2 62 1.5 1 4 M P 3A Z 4 .77 1.5 1 5 M P 3A M x -.007 1.5 1 6 M P 3A X 8.2 62 6.5 1 7 M P 3A Z 4 .77 6.5 1 8 M P 3A M x -.007 6.5 1 9 O M NI X 4.4 78 0 2 0 O M NI Z 2.5 85 0 2 1 O M NI M x 0 0 2 2 M 1 3 X 3.1 46 .5 2 3 M 1 3 Z 1.8 16 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X 2.7 95 2.5 2 6 M P 3A Z 1.6 14 2.5 2 7 M P 3A M x .001 2.5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 3 5 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 31 : A nten na W m (120 D e g)) (C o ntin ue d) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 2 8 O V P X 7.7 54 .5 2 9 O V P Z 4.4 77 .5 3 0 O V P M x 0 .5 3 1 M P 4A X .769 2 3 2 M P 4A Z .444 2 3 3 M P 4A M x -.00 03 8 4 2 3 4 M P 1A X 2.9 28 .5 3 5 M P 1A Z 1 .69 .5 3 6 M P 1A M x -.001 .5 3 7 M P 1A X 2.9 28 3.5 3 8 M P 1A Z 1 .69 3.5 3 9 M P 1A M x -.001 3.5 4 0 M P 5A X 2.9 28 .5 4 1 M P 5A Z 1 .69 .5 4 2 M P 5A M x -.001 .5 4 3 M P 5A X 2.9 28 3.5 4 4 M P 5A Z 1 .69 3.5 4 5 M P 5A M x -.001 3.5 M em be r P o i nt L o a ds (B L C 32 : A nten na W m (150 D e g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X 2 .11 1 2 M P 2A Z 3.6 55 1 3 M P 2A M x -.001 1 4 M P 2A X 2 .11 3 5 M P 2A Z 3.6 55 3 6 M P 2A M x -.001 3 7 M P 3A X 5.8 07 1.5 8 M P 3A Z 1 0.058 1.5 9 M P 3A M x .003 1.5 1 0 M P 3A X 5.8 07 6.5 1 1 M P 3A Z 1 0.058 6.5 1 2 M P 3A M x .003 6.5 1 3 M P 3A X 5.8 07 1.5 1 4 M P 3A Z 1 0.058 1.5 1 5 M P 3A M x -.009 1.5 1 6 M P 3A X 5.8 07 6.5 1 7 M P 3A Z 1 0.058 6.5 1 8 M P 3A M x -.009 6.5 1 9 O M NI X 2.3 54 0 2 0 O M NI Z 4.0 77 0 2 1 O M NI M x 0 0 2 2 M 1 3 X 1.7 69 .5 2 3 M 1 3 Z 3.0 64 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X 1 .76 2.5 2 6 M P 3A Z 3.0 48 2.5 2 7 M P 3A M x .0 0088 2.5 2 8 O V P X 4.3 84 .5 2 9 O V P Z 7.5 94 .5 3 0 O V P M x 0 .5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 3 6 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 32 : A nten na W m (150 D e g)) (C o ntin ue d) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 3 1 M P 4A X .555 2 3 2 M P 4A Z .962 2 3 3 M P 4A M x -.00 02 7 8 2 3 4 M P 1A X 2.3 89 .5 3 5 M P 1A Z 4.1 37 .5 3 6 M P 1A M x -.001 .5 3 7 M P 1A X 2.3 89 3.5 3 8 M P 1A Z 4.1 37 3.5 3 9 M P 1A M x -.001 3.5 4 0 M P 5A X 2.3 89 .5 4 1 M P 5A Z 4.1 37 .5 4 2 M P 5A M x -.001 .5 4 3 M P 5A X 2.3 89 3.5 4 4 M P 5A Z 4.1 37 3.5 4 5 M P 5A M x -.001 3.5 M em be r P o i nt L o a ds (B L C 33 : A nten na W m (180 D e g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X 0 1 2 M P 2A Z 4.5 87 1 3 M P 2A M x 0 1 4 M P 2A X 0 3 5 M P 2A Z 4.5 87 3 6 M P 2A M x 0 3 7 M P 3A X 0 1.5 8 M P 3A Z 12.65 1.5 9 M P 3A M x .007 1.5 1 0 M P 3A X 0 6.5 1 1 M P 3A Z 12.65 6.5 1 2 M P 3A M x .007 6.5 1 3 M P 3A X 0 1.5 1 4 M P 3A Z 12.65 1.5 1 5 M P 3A M x -.007 1.5 1 6 M P 3A X 0 6.5 1 7 M P 3A Z 12.65 6.5 1 8 M P 3A M x -.007 6.5 1 9 O M NI X 0 0 2 0 O M NI Z 2.2 03 0 2 1 O M NI M x 0 0 2 2 M 1 3 X 0 .5 2 3 M 1 3 Z 3 .03 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X 0 2.5 2 6 M P 3A Z 3.6 65 2.5 2 7 M P 3A M x 0 2.5 2 8 O V P X 0 .5 2 9 O V P Z 7.7 64 .5 3 0 O V P M x 0 .5 3 1 M P 4A X 0 2 3 2 M P 4A Z 1.2 22 2 3 3 M P 4A M x 0 2 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 3 7 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 33 : A nten na W m (180 D e g)) (C o ntin ue d) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 3 4 M P 1A X 0 .5 3 5 M P 1A Z 5.4 76 .5 3 6 M P 1A M x 0 .5 3 7 M P 1A X 0 3.5 3 8 M P 1A Z 5.4 76 3.5 3 9 M P 1A M x 0 3.5 4 0 M P 5A X 0 .5 4 1 M P 5A Z 5.4 76 .5 4 2 M P 5A M x 0 .5 4 3 M P 5A X 0 3.5 4 4 M P 5A Z 5.4 76 3.5 4 5 M P 5A M x 0 3.5 M em be r P o i nt L o a ds (B L C 34 : A nten na W m (210 D e g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X -2 .11 1 2 M P 2A Z 3.6 55 1 3 M P 2A M x .001 1 4 M P 2A X -2 .11 3 5 M P 2A Z 3.6 55 3 6 M P 2A M x .001 3 7 M P 3A X -5.8 07 1.5 8 M P 3A Z 1 0.058 1.5 9 M P 3A M x .009 1.5 1 0 M P 3A X -5.8 07 6.5 1 1 M P 3A Z 1 0.058 6.5 1 2 M P 3A M x .009 6.5 1 3 M P 3A X -5.8 07 1.5 1 4 M P 3A Z 1 0.058 1.5 1 5 M P 3A M x -.003 1.5 1 6 M P 3A X -5.8 07 6.5 1 7 M P 3A Z 1 0.058 6.5 1 8 M P 3A M x -.003 6.5 1 9 O M NI X -.08 0 2 0 O M NI Z .139 0 2 1 O M NI M x 0 0 2 2 M 1 3 X -1.3 07 .5 2 3 M 1 3 Z 2.2 65 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X -1 .76 2.5 2 6 M P 3A Z 3.0 48 2.5 2 7 M P 3A M x -.00088 2.5 2 8 O V P X -3.4 72 .5 2 9 O V P Z 6.0 15 .5 3 0 O V P M x 0 .5 3 1 M P 4A X -.555 2 3 2 M P 4A Z .962 2 3 3 M P 4A M x .0 0 02 7 8 2 3 4 M P 1A X -2.3 89 .5 3 5 M P 1A Z 4.1 37 .5 3 6 M P 1A M x .001 .5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 3 8 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 34 : A nten na W m (210 D e g)) (C o ntin ue d) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 3 7 M P 1A X -2.3 89 3.5 3 8 M P 1A Z 4.1 37 3.5 3 9 M P 1A M x .001 3.5 4 0 M P 5A X -2.3 89 .5 4 1 M P 5A Z 4.1 37 .5 4 2 M P 5A M x .001 .5 4 3 M P 5A X -2.3 89 3.5 4 4 M P 5A Z 4.1 37 3.5 4 5 M P 5A M x .001 3.5 M em be r P o i nt L o a ds (B L C 35 : A nten na W m (240 D e g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X -3.0 19 1 2 M P 2A Z 1.7 43 1 3 M P 2A M x .002 1 4 M P 2A X -3.0 19 3 5 M P 2A Z 1.7 43 3 6 M P 2A M x .002 3 7 M P 3A X -8.2 62 1.5 8 M P 3A Z 4 .77 1.5 9 M P 3A M x .007 1.5 1 0 M P 3A X -8.2 62 6.5 1 1 M P 3A Z 4 .77 6.5 1 2 M P 3A M x .007 6.5 1 3 M P 3A X -8.2 62 1.5 1 4 M P 3A Z 4 .77 1.5 1 5 M P 3A M x .001 1.5 1 6 M P 3A X -8.2 62 6.5 1 7 M P 3A Z 4 .77 6.5 1 8 M P 3A M x .001 6.5 1 9 O M NI X -.54 0 2 0 O M NI Z .312 0 2 1 O M NI M x 0 0 2 2 M 1 3 X -2.3 46 .5 2 3 M 1 3 Z 1.3 54 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X -2.7 95 2.5 2 6 M P 3A Z 1.6 14 2.5 2 7 M P 3A M x -.001 2.5 2 8 O V P X -6.1 75 .5 2 9 O V P Z 3.5 65 .5 3 0 O V P M x 0 .5 3 1 M P 4A X -.769 2 3 2 M P 4A Z .444 2 3 3 M P 4A M x .0 0 03 8 4 2 3 4 M P 1A X -2.9 28 .5 3 5 M P 1A Z 1 .69 .5 3 6 M P 1A M x .001 .5 3 7 M P 1A X -2.9 28 3.5 3 8 M P 1A Z 1 .69 3.5 3 9 M P 1A M x .001 3.5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 3 9 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 35 : A nten na W m (240 D e g)) (C o ntin ue d) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 4 0 M P 5A X -2.9 28 .5 4 1 M P 5A Z 1 .69 .5 4 2 M P 5A M x .001 .5 4 3 M P 5A X -2.9 28 3.5 4 4 M P 5A Z 1 .69 3.5 4 5 M P 5A M x .001 3.5 M em be r P o i nt L o a ds (B L C 36 : A nten na W m (270 D e g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X -3.1 19 1 2 M P 2A Z 0 1 3 M P 2A M x .002 1 4 M P 2A X -3.1 19 3 5 M P 2A Z 0 3 6 M P 2A M x .002 3 7 M P 3A X -8.5 03 1.5 8 M P 3A Z 0 1.5 9 M P 3A M x .004 1.5 1 0 M P 3A X -8.5 03 6.5 1 1 M P 3A Z 0 6.5 1 2 M P 3A M x .004 6.5 1 3 M P 3A X -8.5 03 1.5 1 4 M P 3A Z 0 1.5 1 5 M P 3A M x .004 1.5 1 6 M P 3A X -8.5 03 6.5 1 7 M P 3A Z 0 6.5 1 8 M P 3A M x .004 6.5 1 9 O M NI X -3.1 28 0 2 0 O M NI Z 0 0 2 1 O M NI M x 0 0 2 2 M 1 3 X -3.2 18 .5 2 3 M 1 3 Z 0 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X -3.0 82 2.5 2 6 M P 3A Z 0 2.5 2 7 M P 3A M x -.002 2.5 2 8 O V P X -8.1 35 .5 2 9 O V P Z 0 .5 3 0 O V P M x 0 .5 3 1 M P 4A X -.777 2 3 2 M P 4A Z 0 2 3 3 M P 4A M x .0 0 03 8 8 2 3 4 M P 1A X -2.6 83 .5 3 5 M P 1A Z 0 .5 3 6 M P 1A M x .001 .5 3 7 M P 1A X -2.6 83 3.5 3 8 M P 1A Z 0 3.5 3 9 M P 1A M x .001 3.5 4 0 M P 5A X -2.6 83 .5 4 1 M P 5A Z 0 .5 4 2 M P 5A M x .001 .5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 4 0 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 36 : A nten na W m (270 D e g)) (C o ntin ue d) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 4 3 M P 5A X -2.6 83 3.5 4 4 M P 5A Z 0 3.5 4 5 M P 5A M x .001 3.5 M em be r P o i nt L o a ds (B L C 37 : A nten na W m (300 D e g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X -3.0 19 1 2 M P 2A Z -1.7 43 1 3 M P 2A M x .002 1 4 M P 2A X -3.0 19 3 5 M P 2A Z -1.7 43 3 6 M P 2A M x .002 3 7 M P 3A X -8.2 62 1.5 8 M P 3A Z -4 .77 1.5 9 M P 3A M x .001 1.5 1 0 M P 3A X -8.2 62 6.5 1 1 M P 3A Z -4 .77 6.5 1 2 M P 3A M x .001 6.5 1 3 M P 3A X -8.2 62 1.5 1 4 M P 3A Z -4 .77 1.5 1 5 M P 3A M x .007 1.5 1 6 M P 3A X -8.2 62 6.5 1 7 M P 3A Z -4 .77 6.5 1 8 M P 3A M x .007 6.5 1 9 O M NI X -4.4 78 0 2 0 O M NI Z -2.5 85 0 2 1 O M NI M x 0 0 2 2 M 1 3 X -3.1 46 .5 2 3 M 1 3 Z -1.8 16 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X -2.7 95 2.5 2 6 M P 3A Z -1.6 14 2.5 2 7 M P 3A M x -.001 2.5 2 8 O V P X -7.7 54 .5 2 9 O V P Z -4.4 77 .5 3 0 O V P M x 0 .5 3 1 M P 4A X -.769 2 3 2 M P 4A Z -.444 2 3 3 M P 4A M x .0 0 03 8 4 2 3 4 M P 1A X -2.9 28 .5 3 5 M P 1A Z -1 .69 .5 3 6 M P 1A M x .001 .5 3 7 M P 1A X -2.9 28 3.5 3 8 M P 1A Z -1 .69 3.5 3 9 M P 1A M x .001 3.5 4 0 M P 5A X -2.9 28 .5 4 1 M P 5A Z -1 .69 .5 4 2 M P 5A M x .001 .5 4 3 M P 5A X -2.9 28 3.5 4 4 M P 5A Z -1 .69 3.5 4 5 M P 5A M x .001 3.5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 4 1 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 38 : A nten na W m (330 D e g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X -2 .11 1 2 M P 2A Z -3.6 55 1 3 M P 2A M x .001 1 4 M P 2A X -2 .11 3 5 M P 2A Z -3.6 55 3 6 M P 2A M x .001 3 7 M P 3A X -5.8 07 1.5 8 M P 3A Z -1 0.058 1.5 9 M P 3A M x -.003 1.5 1 0 M P 3A X -5.8 07 6.5 1 1 M P 3A Z -1 0.058 6.5 1 2 M P 3A M x -.003 6.5 1 3 M P 3A X -5.8 07 1.5 1 4 M P 3A Z -1 0.058 1.5 1 5 M P 3A M x .009 1.5 1 6 M P 3A X -5.8 07 6.5 1 7 M P 3A Z -1 0.058 6.5 1 8 M P 3A M x .009 6.5 1 9 O M NI X -2.3 54 0 2 0 O M NI Z -4.0 77 0 2 1 O M NI M x 0 0 2 2 M 1 3 X -1.7 69 .5 2 3 M 1 3 Z -3.0 64 .5 2 4 M 1 3 M x 0 .5 2 5 M P 3A X -1 .76 2.5 2 6 M P 3A Z -3.0 48 2.5 2 7 M P 3A M x -.00088 2.5 2 8 O V P X -4.3 84 .5 2 9 O V P Z -7.5 94 .5 3 0 O V P M x 0 .5 3 1 M P 4A X -.555 2 3 2 M P 4A Z -.962 2 3 3 M P 4A M x .0 0 02 7 8 2 3 4 M P 1A X -2.3 89 .5 3 5 M P 1A Z -4.1 37 .5 3 6 M P 1A M x .001 .5 3 7 M P 1A X -2.3 89 3.5 3 8 M P 1A Z -4.1 37 3.5 3 9 M P 1A M x .001 3.5 4 0 M P 5A X -2.3 89 .5 4 1 M P 5A Z -4.1 37 .5 4 2 M P 5A M x .001 .5 4 3 M P 5A X -2.3 89 3.5 4 4 M P 5A Z -4.1 37 3.5 4 5 M P 5A M x .001 3.5 M em be r P o i nt L o a ds (B L C 77 : L m1) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M 3 0 Y -5 00 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 4 2 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 78 : L m2) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M 2 9A Y -5 00 0 M em be r P o i nt L o a ds (B L C 79 : L v 1 ) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M 3 1 Y -2 50 0 M em be r P o i nt L o a ds (B L C 80 : L v 2 ) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M 3 1 Y -2 50 %37 M em be r P o i nt L o a ds (B L C 81 : A nten na E v ) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A Y -8.9 41 1 2 M P 2A M y -.004 1 3 M P 2A M z 0 1 4 M P 2A Y -8.9 41 3 5 M P 2A M y -.004 3 6 M P 2A M z 0 3 7 M P 3A Y -5.2 43 1.5 8 M P 3A M y -.003 1.5 9 M P 3A M z .003 1.5 1 0 M P 3A Y -5.2 43 6.5 1 1 M P 3A M y -.003 6.5 1 2 M P 3A M z .003 6.5 1 3 M P 3A Y -5.2 43 1.5 1 4 M P 3A M y -.003 1.5 1 5 M P 3A M z -.003 1.5 1 6 M P 3A Y -5.2 43 6.5 1 7 M P 3A M y -.003 6.5 1 8 M P 3A M z -.003 6.5 1 9 O M NI Y -3.2 51 0 2 0 O M NI M y 0 0 2 1 O M NI M z 0 0 2 2 M 1 3 Y -1 4.224 .5 2 3 M 1 3 M y 0 .5 2 4 M 1 3 M z 0 .5 2 5 M P 3A Y -15.24 2.5 2 6 M P 3A M y .008 2.5 2 7 M P 3A M z 0 2.5 2 8 O V P Y -6.5 02 .5 2 9 O V P M y 0 .5 3 0 O V P M z 0 .5 3 1 M P 4A Y -2.2 56 2 3 2 M P 4A M y -.001 2 3 3 M P 4A M z 0 2 3 4 M P 1A Y -2.1 34 .5 3 5 M P 1A M y -.001 .5 3 6 M P 1A M z 0 .5 3 7 M P 1A Y -2.1 34 3.5 3 8 M P 1A M y -.001 3.5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 4 3 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 81 : A nten na E v ) (C o ntin ue d) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 3 9 M P 1A M z 0 3.5 4 0 M P 5A Y -2.1 34 .5 4 1 M P 5A M y -.001 .5 4 2 M P 5A M z 0 .5 4 3 M P 5A Y -2.1 34 3.5 4 4 M P 5A M y -.001 3.5 4 5 M P 5A M z 0 3.5 M em be r P o i nt L o a ds (B L C 82 : A nten na E h (0 De g )) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A Z -2 2.352 1 2 M P 2A M x 0 1 3 M P 2A Z -2 2.352 3 4 M P 2A M x 0 3 5 M P 3A Z -1 3.106 1.5 6 M P 3A M x -.008 1.5 7 M P 3A Z -1 3.106 6.5 8 M P 3A M x -.008 6.5 9 M P 3A Z -1 3.106 1.5 1 0 M P 3A M x .008 1.5 1 1 M P 3A Z -1 3.106 6.5 1 2 M P 3A M x .008 6.5 1 3 O M NI Z -8.1 28 0 1 4 O M NI M x 0 0 1 5 M 1 3 Z -35.56 .5 1 6 M 1 3 M x 0 .5 1 7 M P 3A Z -3 8.1 2.5 1 8 M P 3A M x 0 2.5 1 9 O V P Z -1 6.256 .5 2 0 O V P M x 0 .5 2 1 M P 4A Z -5.6 39 2 2 2 M P 4A M x 0 2 2 3 M P 1A Z -5.3 34 .5 2 4 M P 1A M x 0 .5 2 5 M P 1A Z -5.3 34 3.5 2 6 M P 1A M x 0 3.5 2 7 M P 5A Z -5.3 34 .5 2 8 M P 5A M x 0 .5 2 9 M P 5A Z -5.3 34 3.5 3 0 M P 5A M x 0 3.5 M em be r P o i nt L o a ds (B L C 83 : A nten na E h (90 D e g)) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 1 M P 2A X 2 2.352 1 2 M P 2A M x -.011 1 3 M P 2A X 2 2.352 3 4 M P 2A M x -.011 3 5 M P 3A X 1 3.106 1.5 6 M P 3A M x -.007 1.5 7 M P 3A X 1 3.106 6.5 8 M P 3A M x -.007 6.5 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 4 4 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r P o i nt L o a ds (B L C 83 : A nten na E h (90 D e g)) (C o nt i nu ed ) Me mbe r La bel Dir ection Ma gnitu de [lb,k-ft]Lo c ation [ft,%] 9 M P 3A X 1 3.106 1.5 1 0 M P 3A M x -.007 1.5 1 1 M P 3A X 1 3.106 6.5 1 2 M P 3A M x -.007 6.5 1 3 O M NI X 8.1 28 0 1 4 O M NI M x 0 0 1 5 M 1 3 X 35.56 .5 1 6 M 1 3 M x 0 .5 1 7 M P 3A X 3 8.1 2.5 1 8 M P 3A M x .019 2.5 1 9 O V P X 1 6.256 .5 2 0 O V P M x 0 .5 2 1 M P 4A X 5.6 39 2 2 2 M P 4A M x -.003 2 2 3 M P 1A X 5.3 34 .5 2 4 M P 1A M x -.003 .5 2 5 M P 1A X 5.3 34 3.5 2 6 M P 1A M x -.003 3.5 2 7 M P 5A X 5.3 34 .5 2 8 M P 5A M x -.003 .5 2 9 M P 5A X 5.3 34 3.5 3 0 M P 5A M x -.003 3.5 M em be r D i s tr i but e d L o a ds (B L C 40 : S t r uc tu re D i ) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 Y -.00 6 -.006 0 %10 0 2 M 2 Y -.00 6 -.006 0 %10 0 3 M 3 Y -.00 6 -.006 0 %10 0 4 M P 1 A Y -.00 3 -.003 0 %10 0 5 M P 2 A Y -.00 3 -.003 0 %10 0 6 O V P Y -.00 3 -.003 0 %10 0 7 M P 3 A Y -.00 3 -.003 0 %10 0 8 M 13 Y -.00 3 -.003 0 %10 0 9 M P 4 A Y -.00 3 -.003 0 %10 0 1 0 M P 5 A Y -.00 3 -.003 0 %10 0 1 1 M 27 Y -.00 3 -.003 0 %10 0 1 2 M 31 Y -.00 5 -.005 0 %10 0 1 3 M 32 Y -.00 5 -.005 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 41 : S t r uc tu re W o (0 D e g)) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X 0 0 0 %10 0 2 M 1 Z -1 0.02 4 -1 0.024 0 %10 0 3 M 2 X 0 0 0 %10 0 4 M 2 Z -.9 -.9 0 %10 0 5 M 3 X 0 0 0 %10 0 6 M 3 Z -6.8 68 -6 .8 68 0 %10 0 7 M P 1 A X 0 0 0 %10 0 8 M P 1 A Z -4.8 21 -4 .8 21 0 %10 0 9 M P 2 A X 0 0 0 %10 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 4 5 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r D i s tr i but e d L o a ds (B L C 41 : S t r uc tu re W o (0 D e g)) (C o nti nue d ) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 0 M P 2 A Z -5.2 9 -5 .29 0 %10 0 1 1 O V P X 0 0 0 %10 0 1 2 O V P Z -4.8 21 -4 .8 21 0 %10 0 1 3 M P 3 A X 0 0 0 %10 0 1 4 M P 3 A Z -5.2 9 -5 .29 0 %10 0 1 5 M 13 X 0 0 0 %10 0 1 6 M 13 Z -4.8 21 -4 .8 21 0 %10 0 1 7 M P 4 A X 0 0 0 %10 0 1 8 M P 4 A Z -4.8 21 -4 .8 21 0 %10 0 1 9 M P 5 A X 0 0 0 %10 0 2 0 M P 5 A Z -4.8 21 -4 .8 21 0 %10 0 2 1 M 27 X 0 0 0 %10 0 2 2 M 27 Z -4.8 21 -4 .8 21 0 %10 0 2 3 M 31 X 0 0 0 %10 0 2 4 M 31 Z -7.7 96 -7 .7 96 0 %10 0 2 5 M 32 X 0 0 0 %10 0 2 6 M 32 Z -.73 4 -.734 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 42 : S t r uc tu re W o (30 D e g)) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X 3.7 59 3 .7 59 0 %10 0 2 M 1 Z -6.5 11 -6 .5 11 0 %10 0 3 M 2 X .1 1 6 .116 0 %10 0 4 M 2 Z -.20 1 -.201 0 %10 0 5 M 3 X 3.4 34 3 .4 34 0 %10 0 6 M 3 Z -5.9 48 -5 .9 48 0 %10 0 7 M P 1 A X 2.4 11 2 .4 11 0 %10 0 8 M P 1 A Z -4.1 75 -4 .1 75 0 %10 0 9 M P 2 A X 2.6 45 2 .6 45 0 %10 0 1 0 M P 2 A Z -4.5 81 -4 .5 81 0 %10 0 1 1 O V P X 2.4 11 2 .4 11 0 %10 0 1 2 O V P Z -4.1 75 -4 .1 75 0 %10 0 1 3 M P 3 A X 2.6 45 2 .6 45 0 %10 0 1 4 M P 3 A Z -4.5 81 -4 .5 81 0 %10 0 1 5 M 13 X 2.4 11 2 .4 11 0 %10 0 1 6 M 13 Z -4.1 75 -4 .1 75 0 %10 0 1 7 M P 4 A X 2.4 11 2 .4 11 0 %10 0 1 8 M P 4 A Z -4.1 75 -4 .1 75 0 %10 0 1 9 M P 5 A X 2.4 11 2 .4 11 0 %10 0 2 0 M P 5 A Z -4.1 75 -4 .1 75 0 %10 0 2 1 M 27 X 2.4 11 2 .4 11 0 %10 0 2 2 M 27 Z -4.1 75 -4 .1 75 0 %10 0 2 3 M 31 X 2.9 24 2 .9 24 0 %10 0 2 4 M 31 Z -5.0 64 -5 .0 64 0 %10 0 2 5 M 32 X .0 9 5 .095 0 %10 0 2 6 M 32 Z -.16 4 -.164 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 43 : S t r uc tu re W o (60 D e g)) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X 2.1 7 2 .17 0 %10 0 2 M 1 Z -1.2 53 -1 .2 53 0 %10 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 4 6 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r D i s tr i but e d L o a ds (B L C 43 : S t r uc tu re W o (60 D e g)) (C o ntin ue d) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 3 M 2 X 2.7 53 2 .7 53 0 %10 0 4 M 2 Z -1.5 89 -1 .5 89 0 %10 0 5 M 3 X 5.9 48 5 .9 48 0 %10 0 6 M 3 Z -3.4 34 -3 .4 34 0 %10 0 7 M P 1 A X 4.1 75 4 .1 75 0 %10 0 8 M P 1 A Z -2.4 11 -2 .4 11 0 %10 0 9 M P 2 A X 4.5 81 4 .5 81 0 %10 0 1 0 M P 2 A Z -2.6 45 -2 .6 45 0 %10 0 1 1 O V P X 4.1 75 4 .1 75 0 %10 0 1 2 O V P Z -2.4 11 -2 .4 11 0 %10 0 1 3 M P 3 A X 4.5 81 4 .5 81 0 %10 0 1 4 M P 3 A Z -2.6 45 -2 .6 45 0 %10 0 1 5 M 13 X 4.1 75 4 .1 75 0 %10 0 1 6 M 13 Z -2.4 11 -2 .4 11 0 %10 0 1 7 M P 4 A X 4.1 75 4 .1 75 0 %10 0 1 8 M P 4 A Z -2.4 11 -2 .4 11 0 %10 0 1 9 M P 5 A X 4.1 75 4 .1 75 0 %10 0 2 0 M P 5 A Z -2.4 11 -2 .4 11 0 %10 0 2 1 M 27 X 4.1 75 4 .1 75 0 %10 0 2 2 M 27 Z -2.4 11 -2 .4 11 0 %10 0 2 3 M 31 X 1.6 88 1 .6 88 0 %10 0 2 4 M 31 Z -.97 5 -.975 0 %10 0 2 5 M 32 X 2.2 45 2 .2 45 0 %10 0 2 6 M 32 Z -1.2 96 -1 .2 96 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 44 : S t r uc tu re W o (90 D e g)) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X 0 0 0 %10 0 2 M 1 Z 0 0 0 %10 0 3 M 2 X 6.7 93 6 .7 93 0 %10 0 4 M 2 Z 0 0 0 %10 0 5 M 3 X 6.8 68 6 .8 68 0 %10 0 6 M 3 Z 0 0 0 %10 0 7 M P 1 A X 4.8 21 4 .8 21 0 %10 0 8 M P 1 A Z 0 0 0 %10 0 9 M P 2 A X 5.2 9 5 .29 0 %10 0 1 0 M P 2 A Z 0 0 0 %10 0 1 1 O V P X 4.8 21 4 .8 21 0 %10 0 1 2 O V P Z 0 0 0 %10 0 1 3 M P 3 A X 5.2 9 5 .29 0 %10 0 1 4 M P 3 A Z 0 0 0 %10 0 1 5 M 13 X 4.8 21 4 .8 21 0 %10 0 1 6 M 13 Z 0 0 0 %10 0 1 7 M P 4 A X 4.8 21 4 .8 21 0 %10 0 1 8 M P 4 A Z 0 0 0 %10 0 1 9 M P 5 A X 4.8 21 4 .8 21 0 %10 0 2 0 M P 5 A Z 0 0 0 %10 0 2 1 M 27 X 4.8 21 4 .8 21 0 %10 0 2 2 M 27 Z 0 0 0 %10 0 2 3 M 31 X 0 0 0 %10 0 2 4 M 31 Z 0 0 0 %10 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 4 7 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r D i s tr i but e d L o a ds (B L C 44 : S t r uc tu re W o (90 D e g)) (C o ntin ue d) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 2 5 M 32 X 5.5 41 5 .5 41 0 %10 0 2 6 M 32 Z 0 0 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 45 : S t r uc tu re W o (120 D eg )) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X 2.1 7 2 .17 0 %10 0 2 M 1 Z 1.2 53 1 .2 53 0 %10 0 3 M 2 X 6.4 61 6 .4 61 0 %10 0 4 M 2 Z 3.7 31 3 .7 31 0 %10 0 5 M 3 X 5.9 48 5 .9 48 0 %10 0 6 M 3 Z 3.4 34 3 .4 34 0 %10 0 7 M P 1 A X 4.1 75 4 .1 75 0 %10 0 8 M P 1 A Z 2.4 11 2 .4 11 0 %10 0 9 M P 2 A X 4.5 81 4 .5 81 0 %10 0 1 0 M P 2 A Z 2.6 45 2 .6 45 0 %10 0 1 1 O V P X 4.1 75 4 .1 75 0 %10 0 1 2 O V P Z 2.4 11 2 .4 11 0 %10 0 1 3 M P 3 A X 4.5 81 4 .5 81 0 %10 0 1 4 M P 3 A Z 2.6 45 2 .6 45 0 %10 0 1 5 M 13 X 4.1 75 4 .1 75 0 %10 0 1 6 M 13 Z 2.4 11 2 .4 11 0 %10 0 1 7 M P 4 A X 4.1 75 4 .1 75 0 %10 0 1 8 M P 4 A Z 2.4 11 2 .4 11 0 %10 0 1 9 M P 5 A X 4.1 75 4 .1 75 0 %10 0 2 0 M P 5 A Z 2.4 11 2 .4 11 0 %10 0 2 1 M 27 X 4.1 75 4 .1 75 0 %10 0 2 2 M 27 Z 2.4 11 2 .4 11 0 %10 0 2 3 M 31 X 1.6 88 1 .6 88 0 %10 0 2 4 M 31 Z .9 7 5 .975 0 %10 0 2 5 M 32 X 5.2 71 5 .2 71 0 %10 0 2 6 M 32 Z 3.0 43 3 .0 43 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 46 : S t r uc tu re W o (150 D eg )) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X 3.7 59 3 .7 59 0 %10 0 2 M 1 Z 6.5 11 6 .5 11 0 %10 0 3 M 2 X 2.2 57 2 .2 57 0 %10 0 4 M 2 Z 3.9 1 3 .91 0 %10 0 5 M 3 X 3.4 34 3 .4 34 0 %10 0 6 M 3 Z 5.9 48 5 .9 48 0 %10 0 7 M P 1 A X 2.4 11 2 .4 11 0 %10 0 8 M P 1 A Z 4.1 75 4 .1 75 0 %10 0 9 M P 2 A X 2.6 45 2 .6 45 0 %10 0 1 0 M P 2 A Z 4.5 81 4 .5 81 0 %10 0 1 1 O V P X 2.4 11 2 .4 11 0 %10 0 1 2 O V P Z 4.1 75 4 .1 75 0 %10 0 1 3 M P 3 A X 2.6 45 2 .6 45 0 %10 0 1 4 M P 3 A Z 4.5 81 4 .5 81 0 %10 0 1 5 M 13 X 2.4 11 2 .4 11 0 %10 0 1 6 M 13 Z 4.1 75 4 .1 75 0 %10 0 1 7 M P 4 A X 2.4 11 2 .4 11 0 %10 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 4 8 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r D i s tr i but e d L o a ds (B L C 46 : S t r uc tu re W o (150 D eg )) (C on ti n ue d) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 8 M P 4 A Z 4.1 75 4 .1 75 0 %10 0 1 9 M P 5 A X 2.4 11 2 .4 11 0 %10 0 2 0 M P 5 A Z 4.1 75 4 .1 75 0 %10 0 2 1 M 27 X 2.4 11 2 .4 11 0 %10 0 2 2 M 27 Z 4.1 75 4 .1 75 0 %10 0 2 3 M 31 X 2.9 24 2 .9 24 0 %10 0 2 4 M 31 Z 5.0 64 5 .0 64 0 %10 0 2 5 M 32 X 1.8 41 1 .8 41 0 %10 0 2 6 M 32 Z 3.1 89 3 .1 89 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 47 : S t r uc tu re W o (180 D eg )) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X 0 0 0 %10 0 2 M 1 Z 1 0.02 4 1 0.024 0 %10 0 3 M 2 X 0 0 0 %10 0 4 M 2 Z .9 .9 0 %10 0 5 M 3 X 0 0 0 %10 0 6 M 3 Z 6.8 68 6 .8 68 0 %10 0 7 M P 1 A X 0 0 0 %10 0 8 M P 1 A Z 4.8 21 4 .8 21 0 %10 0 9 M P 2 A X 0 0 0 %10 0 1 0 M P 2 A Z 5.2 9 5 .29 0 %10 0 1 1 O V P X 0 0 0 %10 0 1 2 O V P Z 4.8 21 4 .8 21 0 %10 0 1 3 M P 3 A X 0 0 0 %10 0 1 4 M P 3 A Z 5.2 9 5 .29 0 %10 0 1 5 M 13 X 0 0 0 %10 0 1 6 M 13 Z 4.8 21 4 .8 21 0 %10 0 1 7 M P 4 A X 0 0 0 %10 0 1 8 M P 4 A Z 4.8 21 4 .8 21 0 %10 0 1 9 M P 5 A X 0 0 0 %10 0 2 0 M P 5 A Z 4.8 21 4 .8 21 0 %10 0 2 1 M 27 X 0 0 0 %10 0 2 2 M 27 Z 4.8 21 4 .8 21 0 %10 0 2 3 M 31 X 0 0 0 %10 0 2 4 M 31 Z 7.7 96 7 .7 96 0 %10 0 2 5 M 32 X 0 0 0 %10 0 2 6 M 32 Z .7 3 4 .734 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 48 : S t r uc tu re W o (210 D eg )) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X -3.7 59 -3 .7 59 0 %10 0 2 M 1 Z 6.5 11 6 .5 11 0 %10 0 3 M 2 X -.11 6 -.116 0 %10 0 4 M 2 Z .2 0 1 .201 0 %10 0 5 M 3 X -3.4 34 -3 .4 34 0 %10 0 6 M 3 Z 5.9 48 5 .9 48 0 %10 0 7 M P 1 A X -2.4 11 -2 .4 11 0 %10 0 8 M P 1 A Z 4.1 75 4 .1 75 0 %10 0 9 M P 2 A X -2.6 45 -2 .6 45 0 %10 0 1 0 M P 2 A Z 4.5 81 4 .5 81 0 %10 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 4 9 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r D i s tr i but e d L o a ds (B L C 48 : S t r uc tu re W o (210 D eg )) (C on ti n ue d) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 1 O V P X -2.4 11 -2 .4 11 0 %10 0 1 2 O V P Z 4.1 75 4 .1 75 0 %10 0 1 3 M P 3 A X -2.6 45 -2 .6 45 0 %10 0 1 4 M P 3 A Z 4.5 81 4 .5 81 0 %10 0 1 5 M 13 X -2.4 11 -2 .4 11 0 %10 0 1 6 M 13 Z 4.1 75 4 .1 75 0 %10 0 1 7 M P 4 A X -2.4 11 -2 .4 11 0 %10 0 1 8 M P 4 A Z 4.1 75 4 .1 75 0 %10 0 1 9 M P 5 A X -2.4 11 -2 .4 11 0 %10 0 2 0 M P 5 A Z 4.1 75 4 .1 75 0 %10 0 2 1 M 27 X -2.4 11 -2 .4 11 0 %10 0 2 2 M 27 Z 4.1 75 4 .1 75 0 %10 0 2 3 M 31 X -2.9 24 -2 .9 24 0 %10 0 2 4 M 31 Z 5.0 64 5 .0 64 0 %10 0 2 5 M 32 X -.09 5 -.095 0 %10 0 2 6 M 32 Z .1 6 4 .164 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 49 : S t r uc tu re W o (240 D eg )) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X -2.1 7 -2 .17 0 %10 0 2 M 1 Z 1.2 53 1 .2 53 0 %10 0 3 M 2 X -2.7 53 -2 .7 53 0 %10 0 4 M 2 Z 1.5 89 1 .5 89 0 %10 0 5 M 3 X -5.9 48 -5 .9 48 0 %10 0 6 M 3 Z 3.4 34 3 .4 34 0 %10 0 7 M P 1 A X -4.1 75 -4 .1 75 0 %10 0 8 M P 1 A Z 2.4 11 2 .4 11 0 %10 0 9 M P 2 A X -4.5 81 -4 .5 81 0 %10 0 1 0 M P 2 A Z 2.6 45 2 .6 45 0 %10 0 1 1 O V P X -4.1 75 -4 .1 75 0 %10 0 1 2 O V P Z 2.4 11 2 .4 11 0 %10 0 1 3 M P 3 A X -4.5 81 -4 .5 81 0 %10 0 1 4 M P 3 A Z 2.6 45 2 .6 45 0 %10 0 1 5 M 13 X -4.1 75 -4 .1 75 0 %10 0 1 6 M 13 Z 2.4 11 2 .4 11 0 %10 0 1 7 M P 4 A X -4.1 75 -4 .1 75 0 %10 0 1 8 M P 4 A Z 2.4 11 2 .4 11 0 %10 0 1 9 M P 5 A X -4.1 75 -4 .1 75 0 %10 0 2 0 M P 5 A Z 2.4 11 2 .4 11 0 %10 0 2 1 M 27 X -4.1 75 -4 .1 75 0 %10 0 2 2 M 27 Z 2.4 11 2 .4 11 0 %10 0 2 3 M 31 X -1.6 88 -1 .6 88 0 %10 0 2 4 M 31 Z .9 7 5 .975 0 %10 0 2 5 M 32 X -2.2 45 -2 .2 45 0 %10 0 2 6 M 32 Z 1.2 96 1 .2 96 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 50 : S t r uc tu re W o (270 D eg )) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X 0 0 0 %10 0 2 M 1 Z 0 0 0 %10 0 3 M 2 X -6.7 93 -6 .7 93 0 %10 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 5 0 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r D i s tr i but e d L o a ds (B L C 50 : S t r uc tu re W o (270 D eg )) (C on ti n ue d) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 4 M 2 Z 0 0 0 %10 0 5 M 3 X -6.8 68 -6 .8 68 0 %10 0 6 M 3 Z 0 0 0 %10 0 7 M P 1 A X -4.8 21 -4 .8 21 0 %10 0 8 M P 1 A Z 0 0 0 %10 0 9 M P 2 A X -5.2 9 -5 .29 0 %10 0 1 0 M P 2 A Z 0 0 0 %10 0 1 1 O V P X -4.8 21 -4 .8 21 0 %10 0 1 2 O V P Z 0 0 0 %10 0 1 3 M P 3 A X -5.2 9 -5 .29 0 %10 0 1 4 M P 3 A Z 0 0 0 %10 0 1 5 M 13 X -4.8 21 -4 .8 21 0 %10 0 1 6 M 13 Z 0 0 0 %10 0 1 7 M P 4 A X -4.8 21 -4 .8 21 0 %10 0 1 8 M P 4 A Z 0 0 0 %10 0 1 9 M P 5 A X -4.8 21 -4 .8 21 0 %10 0 2 0 M P 5 A Z 0 0 0 %10 0 2 1 M 27 X -4.8 21 -4 .8 21 0 %10 0 2 2 M 27 Z 0 0 0 %10 0 2 3 M 31 X 0 0 0 %10 0 2 4 M 31 Z 0 0 0 %10 0 2 5 M 32 X -5.5 41 -5 .5 41 0 %10 0 2 6 M 32 Z 0 0 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 51 : S t r uc tu re W o (300 D eg )) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X -2.1 7 -2 .17 0 %10 0 2 M 1 Z -1.2 53 -1 .2 53 0 %10 0 3 M 2 X -6.4 61 -6 .4 61 0 %10 0 4 M 2 Z -3.7 31 -3 .7 31 0 %10 0 5 M 3 X -5.9 48 -5 .9 48 0 %10 0 6 M 3 Z -3.4 34 -3 .4 34 0 %10 0 7 M P 1 A X -4.1 75 -4 .1 75 0 %10 0 8 M P 1 A Z -2.4 11 -2 .4 11 0 %10 0 9 M P 2 A X -4.5 81 -4 .5 81 0 %10 0 1 0 M P 2 A Z -2.6 45 -2 .6 45 0 %10 0 1 1 O V P X -4.1 75 -4 .1 75 0 %10 0 1 2 O V P Z -2.4 11 -2 .4 11 0 %10 0 1 3 M P 3 A X -4.5 81 -4 .5 81 0 %10 0 1 4 M P 3 A Z -2.6 45 -2 .6 45 0 %10 0 1 5 M 13 X -4.1 75 -4 .1 75 0 %10 0 1 6 M 13 Z -2.4 11 -2 .4 11 0 %10 0 1 7 M P 4 A X -4.1 75 -4 .1 75 0 %10 0 1 8 M P 4 A Z -2.4 11 -2 .4 11 0 %10 0 1 9 M P 5 A X -4.1 75 -4 .1 75 0 %10 0 2 0 M P 5 A Z -2.4 11 -2 .4 11 0 %10 0 2 1 M 27 X -4.1 75 -4 .1 75 0 %10 0 2 2 M 27 Z -2.4 11 -2 .4 11 0 %10 0 2 3 M 31 X -1.6 88 -1 .6 88 0 %10 0 2 4 M 31 Z -.97 5 -.975 0 %10 0 2 5 M 32 X -5.2 71 -5 .2 71 0 %10 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 5 1 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r D i s tr i but e d L o a ds (B L C 51 : S t r uc tu re W o (300 D eg )) (C on ti n ue d) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 2 6 M 32 Z -3.0 43 -3 .0 43 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 52 : S t r uc tu re W o (330 D eg )) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X -3.7 59 -3 .7 59 0 %10 0 2 M 1 Z -6.5 11 -6 .5 11 0 %10 0 3 M 2 X -2.2 57 -2 .2 57 0 %10 0 4 M 2 Z -3.9 1 -3 .91 0 %10 0 5 M 3 X -3.4 34 -3 .4 34 0 %10 0 6 M 3 Z -5.9 48 -5 .9 48 0 %10 0 7 M P 1 A X -2.4 11 -2 .4 11 0 %10 0 8 M P 1 A Z -4.1 75 -4 .1 75 0 %10 0 9 M P 2 A X -2.6 45 -2 .6 45 0 %10 0 1 0 M P 2 A Z -4.5 81 -4 .5 81 0 %10 0 1 1 O V P X -2.4 11 -2 .4 11 0 %10 0 1 2 O V P Z -4.1 75 -4 .1 75 0 %10 0 1 3 M P 3 A X -2.6 45 -2 .6 45 0 %10 0 1 4 M P 3 A Z -4.5 81 -4 .5 81 0 %10 0 1 5 M 13 X -2.4 11 -2 .4 11 0 %10 0 1 6 M 13 Z -4.1 75 -4 .1 75 0 %10 0 1 7 M P 4 A X -2.4 11 -2 .4 11 0 %10 0 1 8 M P 4 A Z -4.1 75 -4 .1 75 0 %10 0 1 9 M P 5 A X -2.4 11 -2 .4 11 0 %10 0 2 0 M P 5 A Z -4.1 75 -4 .1 75 0 %10 0 2 1 M 27 X -2.4 11 -2 .4 11 0 %10 0 2 2 M 27 Z -4.1 75 -4 .1 75 0 %10 0 2 3 M 31 X -2.9 24 -2 .9 24 0 %10 0 2 4 M 31 Z -5.0 64 -5 .0 64 0 %10 0 2 5 M 32 X -1.8 41 -1 .8 41 0 %10 0 2 6 M 32 Z -3.1 89 -3 .1 89 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 53 : S t r uc tu re W i (0 D e g )) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X 0 0 0 %10 0 2 M 1 Z -1 -1 0 %10 0 3 M 2 X 0 0 0 %10 0 4 M 2 Z -.09 -.09 0 %10 0 5 M 3 X 0 0 0 %10 0 6 M 3 Z -.68 5 -.685 0 %10 0 7 M P 1 A X 0 0 0 %10 0 8 M P 1 A Z -.48 1 -.481 0 %10 0 9 M P 2 A X 0 0 0 %10 0 1 0 M P 2 A Z -.52 8 -.528 0 %10 0 1 1 O V P X 0 0 0 %10 0 1 2 O V P Z -.48 1 -.481 0 %10 0 1 3 M P 3 A X 0 0 0 %10 0 1 4 M P 3 A Z -.52 8 -.528 0 %10 0 1 5 M 13 X 0 0 0 %10 0 1 6 M 13 Z -.48 1 -.481 0 %10 0 1 7 M P 4 A X 0 0 0 %10 0 1 8 M P 4 A Z -.48 1 -.481 0 %10 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 5 2 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r D i s tr i but e d L o a ds (B L C 53 : S t r uc tu re W i (0 D e g )) (C on ti nu e d) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 9 M P 5 A X 0 0 0 %10 0 2 0 M P 5 A Z -.48 1 -.481 0 %10 0 2 1 M 27 X 0 0 0 %10 0 2 2 M 27 Z -.48 1 -.481 0 %10 0 2 3 M 31 X 0 0 0 %10 0 2 4 M 31 Z -.77 8 -.778 0 %10 0 2 5 M 32 X 0 0 0 %10 0 2 6 M 32 Z -.07 3 -.073 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 54 : S t r uc tu re W i (3 0 De g)) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X .3 7 5 .375 0 %10 0 2 M 1 Z -.65 -.65 0 %10 0 3 M 2 X .0 1 2 .012 0 %10 0 4 M 2 Z -.02 -.02 0 %10 0 5 M 3 X .3 4 3 .343 0 %10 0 6 M 3 Z -.59 4 -.594 0 %10 0 7 M P 1 A X .2 4 1 .241 0 %10 0 8 M P 1 A Z -.41 7 -.417 0 %10 0 9 M P 2 A X .2 6 4 .264 0 %10 0 1 0 M P 2 A Z -.45 7 -.457 0 %10 0 1 1 O V P X .2 4 1 .241 0 %10 0 1 2 O V P Z -.41 7 -.417 0 %10 0 1 3 M P 3 A X .2 6 4 .264 0 %10 0 1 4 M P 3 A Z -.45 7 -.457 0 %10 0 1 5 M 13 X .2 4 1 .241 0 %10 0 1 6 M 13 Z -.41 7 -.417 0 %10 0 1 7 M P 4 A X .2 4 1 .241 0 %10 0 1 8 M P 4 A Z -.41 7 -.417 0 %10 0 1 9 M P 5 A X .2 4 1 .241 0 %10 0 2 0 M P 5 A Z -.41 7 -.417 0 %10 0 2 1 M 27 X .2 4 1 .241 0 %10 0 2 2 M 27 Z -.41 7 -.417 0 %10 0 2 3 M 31 X .2 9 2 .292 0 %10 0 2 4 M 31 Z -.50 5 -.505 0 %10 0 2 5 M 32 X .0 0 9 .009 0 %10 0 2 6 M 32 Z -.01 6 -.016 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 55 : S t r uc tu re W i (6 0 De g)) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X .2 1 7 .217 0 %10 0 2 M 1 Z -.12 5 -.125 0 %10 0 3 M 2 X .2 7 5 .275 0 %10 0 4 M 2 Z -.15 9 -.159 0 %10 0 5 M 3 X .5 9 4 .594 0 %10 0 6 M 3 Z -.34 3 -.343 0 %10 0 7 M P 1 A X .4 1 7 .417 0 %10 0 8 M P 1 A Z -.24 1 -.241 0 %10 0 9 M P 2 A X .4 5 7 .457 0 %10 0 1 0 M P 2 A Z -.26 4 -.264 0 %10 0 1 1 O V P X .4 1 7 .417 0 %10 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 5 3 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r D i s tr i but e d L o a ds (B L C 55 : S t r uc tu re W i (6 0 De g)) (C o nti nu ed ) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 2 O V P Z -.24 1 -.241 0 %10 0 1 3 M P 3 A X .4 5 7 .457 0 %10 0 1 4 M P 3 A Z -.26 4 -.264 0 %10 0 1 5 M 13 X .4 1 7 .417 0 %10 0 1 6 M 13 Z -.24 1 -.241 0 %10 0 1 7 M P 4 A X .4 1 7 .417 0 %10 0 1 8 M P 4 A Z -.24 1 -.241 0 %10 0 1 9 M P 5 A X .4 1 7 .417 0 %10 0 2 0 M P 5 A Z -.24 1 -.241 0 %10 0 2 1 M 27 X .4 1 7 .417 0 %10 0 2 2 M 27 Z -.24 1 -.241 0 %10 0 2 3 M 31 X .1 6 8 .168 0 %10 0 2 4 M 31 Z -.09 7 -.097 0 %10 0 2 5 M 32 X .2 2 4 .224 0 %10 0 2 6 M 32 Z -.12 9 -.129 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 56 : S t r uc tu re W i (9 0 De g)) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X 0 0 0 %10 0 2 M 1 Z 0 0 0 %10 0 3 M 2 X .6 7 8 .678 0 %10 0 4 M 2 Z 0 0 0 %10 0 5 M 3 X .6 8 5 .685 0 %10 0 6 M 3 Z 0 0 0 %10 0 7 M P 1 A X .4 8 1 .481 0 %10 0 8 M P 1 A Z 0 0 0 %10 0 9 M P 2 A X .5 2 8 .528 0 %10 0 1 0 M P 2 A Z 0 0 0 %10 0 1 1 O V P X .4 8 1 .481 0 %10 0 1 2 O V P Z 0 0 0 %10 0 1 3 M P 3 A X .5 2 8 .528 0 %10 0 1 4 M P 3 A Z 0 0 0 %10 0 1 5 M 13 X .4 8 1 .481 0 %10 0 1 6 M 13 Z 0 0 0 %10 0 1 7 M P 4 A X .4 8 1 .481 0 %10 0 1 8 M P 4 A Z 0 0 0 %10 0 1 9 M P 5 A X .4 8 1 .481 0 %10 0 2 0 M P 5 A Z 0 0 0 %10 0 2 1 M 27 X .4 8 1 .481 0 %10 0 2 2 M 27 Z 0 0 0 %10 0 2 3 M 31 X 0 0 0 %10 0 2 4 M 31 Z 0 0 0 %10 0 2 5 M 32 X .5 5 3 .553 0 %10 0 2 6 M 32 Z 0 0 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 57 : S t r uc tu re W i (1 20 D e g)) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X .2 1 7 .217 0 %10 0 2 M 1 Z .1 2 5 .125 0 %10 0 3 M 2 X .6 4 5 .645 0 %10 0 4 M 2 Z .3 7 2 .372 0 %10 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 5 4 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r D i s tr i but e d L o a ds (B L C 57 : S t r uc tu re W i (1 20 D e g)) (C o nti nue d ) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 5 M 3 X .5 9 4 .594 0 %10 0 6 M 3 Z .3 4 3 .343 0 %10 0 7 M P 1 A X .4 1 7 .417 0 %10 0 8 M P 1 A Z .2 4 1 .241 0 %10 0 9 M P 2 A X .4 5 7 .457 0 %10 0 1 0 M P 2 A Z .2 6 4 .264 0 %10 0 1 1 O V P X .4 1 7 .417 0 %10 0 1 2 O V P Z .2 4 1 .241 0 %10 0 1 3 M P 3 A X .4 5 7 .457 0 %10 0 1 4 M P 3 A Z .2 6 4 .264 0 %10 0 1 5 M 13 X .4 1 7 .417 0 %10 0 1 6 M 13 Z .2 4 1 .241 0 %10 0 1 7 M P 4 A X .4 1 7 .417 0 %10 0 1 8 M P 4 A Z .2 4 1 .241 0 %10 0 1 9 M P 5 A X .4 1 7 .417 0 %10 0 2 0 M P 5 A Z .2 4 1 .241 0 %10 0 2 1 M 27 X .4 1 7 .417 0 %10 0 2 2 M 27 Z .2 4 1 .241 0 %10 0 2 3 M 31 X .1 6 8 .168 0 %10 0 2 4 M 31 Z .0 9 7 .097 0 %10 0 2 5 M 32 X .5 2 6 .526 0 %10 0 2 6 M 32 Z .3 0 4 .304 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 58 : S t r uc tu re W i (1 50 D e g)) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X .3 7 5 .375 0 %10 0 2 M 1 Z .6 5 .6 5 0 %10 0 3 M 2 X .2 2 5 .225 0 %10 0 4 M 2 Z .3 9 .3 9 0 %10 0 5 M 3 X .3 4 3 .343 0 %10 0 6 M 3 Z .5 9 4 .594 0 %10 0 7 M P 1 A X .2 4 1 .241 0 %10 0 8 M P 1 A Z .4 1 7 .417 0 %10 0 9 M P 2 A X .2 6 4 .264 0 %10 0 1 0 M P 2 A Z .4 5 7 .457 0 %10 0 1 1 O V P X .2 4 1 .241 0 %10 0 1 2 O V P Z .4 1 7 .417 0 %10 0 1 3 M P 3 A X .2 6 4 .264 0 %10 0 1 4 M P 3 A Z .4 5 7 .457 0 %10 0 1 5 M 13 X .2 4 1 .241 0 %10 0 1 6 M 13 Z .4 1 7 .417 0 %10 0 1 7 M P 4 A X .2 4 1 .241 0 %10 0 1 8 M P 4 A Z .4 1 7 .417 0 %10 0 1 9 M P 5 A X .2 4 1 .241 0 %10 0 2 0 M P 5 A Z .4 1 7 .417 0 %10 0 2 1 M 27 X .2 4 1 .241 0 %10 0 2 2 M 27 Z .4 1 7 .417 0 %10 0 2 3 M 31 X .2 9 2 .292 0 %10 0 2 4 M 31 Z .5 0 5 .505 0 %10 0 2 5 M 32 X .1 8 4 .184 0 %10 0 2 6 M 32 Z .3 1 8 .318 0 %10 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 5 5 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r D i s tr i but e d L o a ds (B L C 59 : S t r uc tu re W i (1 80 D e g)) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X 0 0 0 %10 0 2 M 1 Z 1 1 0 %10 0 3 M 2 X 0 0 0 %10 0 4 M 2 Z .0 9 .0 9 0 %10 0 5 M 3 X 0 0 0 %10 0 6 M 3 Z .6 8 5 .685 0 %10 0 7 M P 1 A X 0 0 0 %10 0 8 M P 1 A Z .4 8 1 .481 0 %10 0 9 M P 2 A X 0 0 0 %10 0 1 0 M P 2 A Z .5 2 8 .528 0 %10 0 1 1 O V P X 0 0 0 %10 0 1 2 O V P Z .4 8 1 .481 0 %10 0 1 3 M P 3 A X 0 0 0 %10 0 1 4 M P 3 A Z .5 2 8 .528 0 %10 0 1 5 M 13 X 0 0 0 %10 0 1 6 M 13 Z .4 8 1 .481 0 %10 0 1 7 M P 4 A X 0 0 0 %10 0 1 8 M P 4 A Z .4 8 1 .481 0 %10 0 1 9 M P 5 A X 0 0 0 %10 0 2 0 M P 5 A Z .4 8 1 .481 0 %10 0 2 1 M 27 X 0 0 0 %10 0 2 2 M 27 Z .4 8 1 .481 0 %10 0 2 3 M 31 X 0 0 0 %10 0 2 4 M 31 Z .7 7 8 .778 0 %10 0 2 5 M 32 X 0 0 0 %10 0 2 6 M 32 Z .0 7 3 .073 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 60 : S t r uc tu re W i (2 10 D e g)) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X -.37 5 -.375 0 %10 0 2 M 1 Z .6 5 .6 5 0 %10 0 3 M 2 X -.01 2 -.012 0 %10 0 4 M 2 Z .0 2 .0 2 0 %10 0 5 M 3 X -.34 3 -.343 0 %10 0 6 M 3 Z .5 9 4 .594 0 %10 0 7 M P 1 A X -.24 1 -.241 0 %10 0 8 M P 1 A Z .4 1 7 .417 0 %10 0 9 M P 2 A X -.26 4 -.264 0 %10 0 1 0 M P 2 A Z .4 5 7 .457 0 %10 0 1 1 O V P X -.24 1 -.241 0 %10 0 1 2 O V P Z .4 1 7 .417 0 %10 0 1 3 M P 3 A X -.26 4 -.264 0 %10 0 1 4 M P 3 A Z .4 5 7 .457 0 %10 0 1 5 M 13 X -.24 1 -.241 0 %10 0 1 6 M 13 Z .4 1 7 .417 0 %10 0 1 7 M P 4 A X -.24 1 -.241 0 %10 0 1 8 M P 4 A Z .4 1 7 .417 0 %10 0 1 9 M P 5 A X -.24 1 -.241 0 %10 0 2 0 M P 5 A Z .4 1 7 .417 0 %10 0 2 1 M 27 X -.24 1 -.241 0 %10 0 2 2 M 27 Z .4 1 7 .417 0 %10 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 5 6 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r D i s tr i but e d L o a ds (B L C 60 : S t r uc tu re W i (2 10 D e g)) (C o nti nue d ) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 2 3 M 31 X -.29 2 -.292 0 %10 0 2 4 M 31 Z .5 0 5 .505 0 %10 0 2 5 M 32 X -.00 9 -.009 0 %10 0 2 6 M 32 Z .0 1 6 .016 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 61 : S t r uc tu re W i (2 40 D e g)) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X -.21 7 -.217 0 %10 0 2 M 1 Z .1 2 5 .125 0 %10 0 3 M 2 X -.27 5 -.275 0 %10 0 4 M 2 Z .1 5 9 .159 0 %10 0 5 M 3 X -.59 4 -.594 0 %10 0 6 M 3 Z .3 4 3 .343 0 %10 0 7 M P 1 A X -.41 7 -.417 0 %10 0 8 M P 1 A Z .2 4 1 .241 0 %10 0 9 M P 2 A X -.45 7 -.457 0 %10 0 1 0 M P 2 A Z .2 6 4 .264 0 %10 0 1 1 O V P X -.41 7 -.417 0 %10 0 1 2 O V P Z .2 4 1 .241 0 %10 0 1 3 M P 3 A X -.45 7 -.457 0 %10 0 1 4 M P 3 A Z .2 6 4 .264 0 %10 0 1 5 M 13 X -.41 7 -.417 0 %10 0 1 6 M 13 Z .2 4 1 .241 0 %10 0 1 7 M P 4 A X -.41 7 -.417 0 %10 0 1 8 M P 4 A Z .2 4 1 .241 0 %10 0 1 9 M P 5 A X -.41 7 -.417 0 %10 0 2 0 M P 5 A Z .2 4 1 .241 0 %10 0 2 1 M 27 X -.41 7 -.417 0 %10 0 2 2 M 27 Z .2 4 1 .241 0 %10 0 2 3 M 31 X -.16 8 -.168 0 %10 0 2 4 M 31 Z .0 9 7 .097 0 %10 0 2 5 M 32 X -.22 4 -.224 0 %10 0 2 6 M 32 Z .1 2 9 .129 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 62 : S t r uc tu re W i (2 70 D e g)) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X 0 0 0 %10 0 2 M 1 Z 0 0 0 %10 0 3 M 2 X -.67 8 -.678 0 %10 0 4 M 2 Z 0 0 0 %10 0 5 M 3 X -.68 5 -.685 0 %10 0 6 M 3 Z 0 0 0 %10 0 7 M P 1 A X -.48 1 -.481 0 %10 0 8 M P 1 A Z 0 0 0 %10 0 9 M P 2 A X -.52 8 -.528 0 %10 0 1 0 M P 2 A Z 0 0 0 %10 0 1 1 O V P X -.48 1 -.481 0 %10 0 1 2 O V P Z 0 0 0 %10 0 1 3 M P 3 A X -.52 8 -.528 0 %10 0 1 4 M P 3 A Z 0 0 0 %10 0 1 5 M 13 X -.48 1 -.481 0 %10 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 5 7 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r D i s tr i but e d L o a ds (B L C 62 : S t r uc tu re W i (2 70 D e g)) (C o nti nue d ) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 6 M 13 Z 0 0 0 %10 0 1 7 M P 4 A X -.48 1 -.481 0 %10 0 1 8 M P 4 A Z 0 0 0 %10 0 1 9 M P 5 A X -.48 1 -.481 0 %10 0 2 0 M P 5 A Z 0 0 0 %10 0 2 1 M 27 X -.48 1 -.481 0 %10 0 2 2 M 27 Z 0 0 0 %10 0 2 3 M 31 X 0 0 0 %10 0 2 4 M 31 Z 0 0 0 %10 0 2 5 M 32 X -.55 3 -.553 0 %10 0 2 6 M 32 Z 0 0 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 63 : S t r uc tu re W i (3 00 D e g)) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X -.21 7 -.217 0 %10 0 2 M 1 Z -.12 5 -.125 0 %10 0 3 M 2 X -.64 5 -.645 0 %10 0 4 M 2 Z -.37 2 -.372 0 %10 0 5 M 3 X -.59 4 -.594 0 %10 0 6 M 3 Z -.34 3 -.343 0 %10 0 7 M P 1 A X -.41 7 -.417 0 %10 0 8 M P 1 A Z -.24 1 -.241 0 %10 0 9 M P 2 A X -.45 7 -.457 0 %10 0 1 0 M P 2 A Z -.26 4 -.264 0 %10 0 1 1 O V P X -.41 7 -.417 0 %10 0 1 2 O V P Z -.24 1 -.241 0 %10 0 1 3 M P 3 A X -.45 7 -.457 0 %10 0 1 4 M P 3 A Z -.26 4 -.264 0 %10 0 1 5 M 13 X -.41 7 -.417 0 %10 0 1 6 M 13 Z -.24 1 -.241 0 %10 0 1 7 M P 4 A X -.41 7 -.417 0 %10 0 1 8 M P 4 A Z -.24 1 -.241 0 %10 0 1 9 M P 5 A X -.41 7 -.417 0 %10 0 2 0 M P 5 A Z -.24 1 -.241 0 %10 0 2 1 M 27 X -.41 7 -.417 0 %10 0 2 2 M 27 Z -.24 1 -.241 0 %10 0 2 3 M 31 X -.16 8 -.168 0 %10 0 2 4 M 31 Z -.09 7 -.097 0 %10 0 2 5 M 32 X -.52 6 -.526 0 %10 0 2 6 M 32 Z -.30 4 -.304 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 64 : S t r uc tu re W i (3 30 D e g)) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X -.37 5 -.375 0 %10 0 2 M 1 Z -.65 -.65 0 %10 0 3 M 2 X -.22 5 -.225 0 %10 0 4 M 2 Z -.39 -.39 0 %10 0 5 M 3 X -.34 3 -.343 0 %10 0 6 M 3 Z -.59 4 -.594 0 %10 0 7 M P 1 A X -.24 1 -.241 0 %10 0 8 M P 1 A Z -.41 7 -.417 0 %10 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 5 8 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r D i s tr i but e d L o a ds (B L C 64 : S t r uc tu re W i (3 30 D e g)) (C o nti nue d ) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 9 M P 2 A X -.26 4 -.264 0 %10 0 1 0 M P 2 A Z -.45 7 -.457 0 %10 0 1 1 O V P X -.24 1 -.241 0 %10 0 1 2 O V P Z -.41 7 -.417 0 %10 0 1 3 M P 3 A X -.26 4 -.264 0 %10 0 1 4 M P 3 A Z -.45 7 -.457 0 %10 0 1 5 M 13 X -.24 1 -.241 0 %10 0 1 6 M 13 Z -.41 7 -.417 0 %10 0 1 7 M P 4 A X -.24 1 -.241 0 %10 0 1 8 M P 4 A Z -.41 7 -.417 0 %10 0 1 9 M P 5 A X -.24 1 -.241 0 %10 0 2 0 M P 5 A Z -.41 7 -.417 0 %10 0 2 1 M 27 X -.24 1 -.241 0 %10 0 2 2 M 27 Z -.41 7 -.417 0 %10 0 2 3 M 31 X -.29 2 -.292 0 %10 0 2 4 M 31 Z -.50 5 -.505 0 %10 0 2 5 M 32 X -.18 4 -.184 0 %10 0 2 6 M 32 Z -.31 8 -.318 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 65 : S t r uc tu re W m (0 D e g)) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X 0 0 0 %10 0 2 M 1 Z -1 -1 0 %10 0 3 M 2 X 0 0 0 %10 0 4 M 2 Z -.09 -.09 0 %10 0 5 M 3 X 0 0 0 %10 0 6 M 3 Z -.68 5 -.685 0 %10 0 7 M P 1 A X 0 0 0 %10 0 8 M P 1 A Z -.48 1 -.481 0 %10 0 9 M P 2 A X 0 0 0 %10 0 1 0 M P 2 A Z -.52 8 -.528 0 %10 0 1 1 O V P X 0 0 0 %10 0 1 2 O V P Z -.48 1 -.481 0 %10 0 1 3 M P 3 A X 0 0 0 %10 0 1 4 M P 3 A Z -.52 8 -.528 0 %10 0 1 5 M 13 X 0 0 0 %10 0 1 6 M 13 Z -.48 1 -.481 0 %10 0 1 7 M P 4 A X 0 0 0 %10 0 1 8 M P 4 A Z -.48 1 -.481 0 %10 0 1 9 M P 5 A X 0 0 0 %10 0 2 0 M P 5 A Z -.48 1 -.481 0 %10 0 2 1 M 27 X 0 0 0 %10 0 2 2 M 27 Z -.48 1 -.481 0 %10 0 2 3 M 31 X 0 0 0 %10 0 2 4 M 31 Z -.77 7 -.777 0 %10 0 2 5 M 32 X 0 0 0 %10 0 2 6 M 32 Z -.07 3 -.073 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 66 : S t r uc tu re W m (30 De g)) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X .3 7 5 .375 0 %10 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 5 9 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r D i s tr i but e d L o a ds (B L C 66 : S t r uc tu re W m (30 De g)) (C o ntin ue d) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 2 M 1 Z -.64 9 -.649 0 %10 0 3 M 2 X .0 1 2 .012 0 %10 0 4 M 2 Z -.02 -.02 0 %10 0 5 M 3 X .3 4 2 .342 0 %10 0 6 M 3 Z -.59 3 -.593 0 %10 0 7 M P 1 A X .2 4 .2 4 0 %10 0 8 M P 1 A Z -.41 6 -.416 0 %10 0 9 M P 2 A X .2 6 4 .264 0 %10 0 1 0 M P 2 A Z -.45 7 -.457 0 %10 0 1 1 O V P X .2 4 .2 4 0 %10 0 1 2 O V P Z -.41 6 -.416 0 %10 0 1 3 M P 3 A X .2 6 4 .264 0 %10 0 1 4 M P 3 A Z -.45 7 -.457 0 %10 0 1 5 M 13 X .2 4 .2 4 0 %10 0 1 6 M 13 Z -.41 6 -.416 0 %10 0 1 7 M P 4 A X .2 4 .2 4 0 %10 0 1 8 M P 4 A Z -.41 6 -.416 0 %10 0 1 9 M P 5 A X .2 4 .2 4 0 %10 0 2 0 M P 5 A Z -.41 6 -.416 0 %10 0 2 1 M 27 X .2 4 .2 4 0 %10 0 2 2 M 27 Z -.41 6 -.416 0 %10 0 2 3 M 31 X .2 9 2 .292 0 %10 0 2 4 M 31 Z -.50 5 -.505 0 %10 0 2 5 M 32 X .0 0 9 .009 0 %10 0 2 6 M 32 Z -.01 6 -.016 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 67 : S t r uc tu re W m (60 De g)) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X .2 1 6 .216 0 %10 0 2 M 1 Z -.12 5 -.125 0 %10 0 3 M 2 X .2 7 5 .275 0 %10 0 4 M 2 Z -.15 8 -.158 0 %10 0 5 M 3 X .5 9 3 .593 0 %10 0 6 M 3 Z -.34 2 -.342 0 %10 0 7 M P 1 A X .4 1 6 .416 0 %10 0 8 M P 1 A Z -.24 -.24 0 %10 0 9 M P 2 A X .4 5 7 .457 0 %10 0 1 0 M P 2 A Z -.26 4 -.264 0 %10 0 1 1 O V P X .4 1 6 .416 0 %10 0 1 2 O V P Z -.24 -.24 0 %10 0 1 3 M P 3 A X .4 5 7 .457 0 %10 0 1 4 M P 3 A Z -.26 4 -.264 0 %10 0 1 5 M 13 X .4 1 6 .416 0 %10 0 1 6 M 13 Z -.24 -.24 0 %10 0 1 7 M P 4 A X .4 1 6 .416 0 %10 0 1 8 M P 4 A Z -.24 -.24 0 %10 0 1 9 M P 5 A X .4 1 6 .416 0 %10 0 2 0 M P 5 A Z -.24 -.24 0 %10 0 2 1 M 27 X .4 1 6 .416 0 %10 0 2 2 M 27 Z -.24 -.24 0 %10 0 2 3 M 31 X .1 6 8 .168 0 %10 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 6 0 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r D i s tr i but e d L o a ds (B L C 67 : S t r uc tu re W m (60 De g)) (C o ntin ue d) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 2 4 M 31 Z -.09 7 -.097 0 %10 0 2 5 M 32 X .2 2 4 .224 0 %10 0 2 6 M 32 Z -.12 9 -.129 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 68 : S t r uc tu re W m (90 De g)) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X 0 0 0 %10 0 2 M 1 Z 0 0 0 %10 0 3 M 2 X .6 7 7 .677 0 %10 0 4 M 2 Z 0 0 0 %10 0 5 M 3 X .6 8 5 .685 0 %10 0 6 M 3 Z 0 0 0 %10 0 7 M P 1 A X .4 8 1 .481 0 %10 0 8 M P 1 A Z 0 0 0 %10 0 9 M P 2 A X .5 2 8 .528 0 %10 0 1 0 M P 2 A Z 0 0 0 %10 0 1 1 O V P X .4 8 1 .481 0 %10 0 1 2 O V P Z 0 0 0 %10 0 1 3 M P 3 A X .5 2 8 .528 0 %10 0 1 4 M P 3 A Z 0 0 0 %10 0 1 5 M 13 X .4 8 1 .481 0 %10 0 1 6 M 13 Z 0 0 0 %10 0 1 7 M P 4 A X .4 8 1 .481 0 %10 0 1 8 M P 4 A Z 0 0 0 %10 0 1 9 M P 5 A X .4 8 1 .481 0 %10 0 2 0 M P 5 A Z 0 0 0 %10 0 2 1 M 27 X .4 8 1 .481 0 %10 0 2 2 M 27 Z 0 0 0 %10 0 2 3 M 31 X 0 0 0 %10 0 2 4 M 31 Z 0 0 0 %10 0 2 5 M 32 X .5 5 3 .553 0 %10 0 2 6 M 32 Z 0 0 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 69 : S t r uc tu re W m (120 D eg )) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X .2 1 6 .216 0 %10 0 2 M 1 Z .1 2 5 .125 0 %10 0 3 M 2 X .6 4 4 .644 0 %10 0 4 M 2 Z .3 7 2 .372 0 %10 0 5 M 3 X .5 9 3 .593 0 %10 0 6 M 3 Z .3 4 2 .342 0 %10 0 7 M P 1 A X .4 1 6 .416 0 %10 0 8 M P 1 A Z .2 4 .2 4 0 %10 0 9 M P 2 A X .4 5 7 .457 0 %10 0 1 0 M P 2 A Z .2 6 4 .264 0 %10 0 1 1 O V P X .4 1 6 .416 0 %10 0 1 2 O V P Z .2 4 .2 4 0 %10 0 1 3 M P 3 A X .4 5 7 .457 0 %10 0 1 4 M P 3 A Z .2 6 4 .264 0 %10 0 1 5 M 13 X .4 1 6 .416 0 %10 0 1 6 M 13 Z .2 4 .2 4 0 %10 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 6 1 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r D i s tr i but e d L o a ds (B L C 69 : S t r uc tu re W m (120 D eg )) (C o nt in ue d) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 7 M P 4 A X .4 1 6 .416 0 %10 0 1 8 M P 4 A Z .2 4 .2 4 0 %10 0 1 9 M P 5 A X .4 1 6 .416 0 %10 0 2 0 M P 5 A Z .2 4 .2 4 0 %10 0 2 1 M 27 X .4 1 6 .416 0 %10 0 2 2 M 27 Z .2 4 .2 4 0 %10 0 2 3 M 31 X .1 6 8 .168 0 %10 0 2 4 M 31 Z .0 9 7 .097 0 %10 0 2 5 M 32 X .5 2 6 .526 0 %10 0 2 6 M 32 Z .3 0 3 .303 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 70 : S t r uc tu re W m (150 D eg )) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X .3 7 5 .375 0 %10 0 2 M 1 Z .6 4 9 .649 0 %10 0 3 M 2 X .2 2 5 .225 0 %10 0 4 M 2 Z .3 9 .3 9 0 %10 0 5 M 3 X .3 4 2 .342 0 %10 0 6 M 3 Z .5 9 3 .593 0 %10 0 7 M P 1 A X .2 4 .2 4 0 %10 0 8 M P 1 A Z .4 1 6 .416 0 %10 0 9 M P 2 A X .2 6 4 .264 0 %10 0 1 0 M P 2 A Z .4 5 7 .457 0 %10 0 1 1 O V P X .2 4 .2 4 0 %10 0 1 2 O V P Z .4 1 6 .416 0 %10 0 1 3 M P 3 A X .2 6 4 .264 0 %10 0 1 4 M P 3 A Z .4 5 7 .457 0 %10 0 1 5 M 13 X .2 4 .2 4 0 %10 0 1 6 M 13 Z .4 1 6 .416 0 %10 0 1 7 M P 4 A X .2 4 .2 4 0 %10 0 1 8 M P 4 A Z .4 1 6 .416 0 %10 0 1 9 M P 5 A X .2 4 .2 4 0 %10 0 2 0 M P 5 A Z .4 1 6 .416 0 %10 0 2 1 M 27 X .2 4 .2 4 0 %10 0 2 2 M 27 Z .4 1 6 .416 0 %10 0 2 3 M 31 X .2 9 2 .292 0 %10 0 2 4 M 31 Z .5 0 5 .505 0 %10 0 2 5 M 32 X .1 8 4 .184 0 %10 0 2 6 M 32 Z .3 1 8 .318 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 71 : S t r uc tu re W m (180 D eg )) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X 0 0 0 %10 0 2 M 1 Z 1 1 0 %10 0 3 M 2 X 0 0 0 %10 0 4 M 2 Z .0 9 .0 9 0 %10 0 5 M 3 X 0 0 0 %10 0 6 M 3 Z .6 8 5 .685 0 %10 0 7 M P 1 A X 0 0 0 %10 0 8 M P 1 A Z .4 8 1 .481 0 %10 0 9 M P 2 A X 0 0 0 %10 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 6 2 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r D i s tr i but e d L o a ds (B L C 71 : S t r uc tu re W m (180 D eg )) (C o nt in ue d) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 0 M P 2 A Z .5 2 8 .528 0 %10 0 1 1 O V P X 0 0 0 %10 0 1 2 O V P Z .4 8 1 .481 0 %10 0 1 3 M P 3 A X 0 0 0 %10 0 1 4 M P 3 A Z .5 2 8 .528 0 %10 0 1 5 M 13 X 0 0 0 %10 0 1 6 M 13 Z .4 8 1 .481 0 %10 0 1 7 M P 4 A X 0 0 0 %10 0 1 8 M P 4 A Z .4 8 1 .481 0 %10 0 1 9 M P 5 A X 0 0 0 %10 0 2 0 M P 5 A Z .4 8 1 .481 0 %10 0 2 1 M 27 X 0 0 0 %10 0 2 2 M 27 Z .4 8 1 .481 0 %10 0 2 3 M 31 X 0 0 0 %10 0 2 4 M 31 Z .7 7 7 .777 0 %10 0 2 5 M 32 X 0 0 0 %10 0 2 6 M 32 Z .0 7 3 .073 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 72 : S t r uc tu re W m (210 D eg )) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X -.37 5 -.375 0 %10 0 2 M 1 Z .6 4 9 .649 0 %10 0 3 M 2 X -.01 2 -.012 0 %10 0 4 M 2 Z .0 2 .0 2 0 %10 0 5 M 3 X -.34 2 -.342 0 %10 0 6 M 3 Z .5 9 3 .593 0 %10 0 7 M P 1 A X -.24 -.24 0 %10 0 8 M P 1 A Z .4 1 6 .416 0 %10 0 9 M P 2 A X -.26 4 -.264 0 %10 0 1 0 M P 2 A Z .4 5 7 .457 0 %10 0 1 1 O V P X -.24 -.24 0 %10 0 1 2 O V P Z .4 1 6 .416 0 %10 0 1 3 M P 3 A X -.26 4 -.264 0 %10 0 1 4 M P 3 A Z .4 5 7 .457 0 %10 0 1 5 M 13 X -.24 -.24 0 %10 0 1 6 M 13 Z .4 1 6 .416 0 %10 0 1 7 M P 4 A X -.24 -.24 0 %10 0 1 8 M P 4 A Z .4 1 6 .416 0 %10 0 1 9 M P 5 A X -.24 -.24 0 %10 0 2 0 M P 5 A Z .4 1 6 .416 0 %10 0 2 1 M 27 X -.24 -.24 0 %10 0 2 2 M 27 Z .4 1 6 .416 0 %10 0 2 3 M 31 X -.29 2 -.292 0 %10 0 2 4 M 31 Z .5 0 5 .505 0 %10 0 2 5 M 32 X -.00 9 -.009 0 %10 0 2 6 M 32 Z .0 1 6 .016 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 73 : S t r uc tu re W m (240 D eg )) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X -.21 6 -.216 0 %10 0 2 M 1 Z .1 2 5 .125 0 %10 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 6 3 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r D i s tr i but e d L o a ds (B L C 73 : S t r uc tu re W m (240 D eg )) (C o nt in ue d) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 3 M 2 X -.27 5 -.275 0 %10 0 4 M 2 Z .1 5 8 .158 0 %10 0 5 M 3 X -.59 3 -.593 0 %10 0 6 M 3 Z .3 4 2 .342 0 %10 0 7 M P 1 A X -.41 6 -.416 0 %10 0 8 M P 1 A Z .2 4 .2 4 0 %10 0 9 M P 2 A X -.45 7 -.457 0 %10 0 1 0 M P 2 A Z .2 6 4 .264 0 %10 0 1 1 O V P X -.41 6 -.416 0 %10 0 1 2 O V P Z .2 4 .2 4 0 %10 0 1 3 M P 3 A X -.45 7 -.457 0 %10 0 1 4 M P 3 A Z .2 6 4 .264 0 %10 0 1 5 M 13 X -.41 6 -.416 0 %10 0 1 6 M 13 Z .2 4 .2 4 0 %10 0 1 7 M P 4 A X -.41 6 -.416 0 %10 0 1 8 M P 4 A Z .2 4 .2 4 0 %10 0 1 9 M P 5 A X -.41 6 -.416 0 %10 0 2 0 M P 5 A Z .2 4 .2 4 0 %10 0 2 1 M 27 X -.41 6 -.416 0 %10 0 2 2 M 27 Z .2 4 .2 4 0 %10 0 2 3 M 31 X -.16 8 -.168 0 %10 0 2 4 M 31 Z .0 9 7 .097 0 %10 0 2 5 M 32 X -.22 4 -.224 0 %10 0 2 6 M 32 Z .1 2 9 .129 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 74 : S t r uc tu re W m (270 D eg )) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X 0 0 0 %10 0 2 M 1 Z 0 0 0 %10 0 3 M 2 X -.67 7 -.677 0 %10 0 4 M 2 Z 0 0 0 %10 0 5 M 3 X -.68 5 -.685 0 %10 0 6 M 3 Z 0 0 0 %10 0 7 M P 1 A X -.48 1 -.481 0 %10 0 8 M P 1 A Z 0 0 0 %10 0 9 M P 2 A X -.52 8 -.528 0 %10 0 1 0 M P 2 A Z 0 0 0 %10 0 1 1 O V P X -.48 1 -.481 0 %10 0 1 2 O V P Z 0 0 0 %10 0 1 3 M P 3 A X -.52 8 -.528 0 %10 0 1 4 M P 3 A Z 0 0 0 %10 0 1 5 M 13 X -.48 1 -.481 0 %10 0 1 6 M 13 Z 0 0 0 %10 0 1 7 M P 4 A X -.48 1 -.481 0 %10 0 1 8 M P 4 A Z 0 0 0 %10 0 1 9 M P 5 A X -.48 1 -.481 0 %10 0 2 0 M P 5 A Z 0 0 0 %10 0 2 1 M 27 X -.48 1 -.481 0 %10 0 2 2 M 27 Z 0 0 0 %10 0 2 3 M 31 X 0 0 0 %10 0 2 4 M 31 Z 0 0 0 %10 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 6 4 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r D i s tr i but e d L o a ds (B L C 74 : S t r uc tu re W m (270 D eg )) (C o nt in ue d) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 2 5 M 32 X -.55 3 -.553 0 %10 0 2 6 M 32 Z 0 0 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 75 : S t r uc tu re W m (300 D eg )) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X -.21 6 -.216 0 %10 0 2 M 1 Z -.12 5 -.125 0 %10 0 3 M 2 X -.64 4 -.644 0 %10 0 4 M 2 Z -.37 2 -.372 0 %10 0 5 M 3 X -.59 3 -.593 0 %10 0 6 M 3 Z -.34 2 -.342 0 %10 0 7 M P 1 A X -.41 6 -.416 0 %10 0 8 M P 1 A Z -.24 -.24 0 %10 0 9 M P 2 A X -.45 7 -.457 0 %10 0 1 0 M P 2 A Z -.26 4 -.264 0 %10 0 1 1 O V P X -.41 6 -.416 0 %10 0 1 2 O V P Z -.24 -.24 0 %10 0 1 3 M P 3 A X -.45 7 -.457 0 %10 0 1 4 M P 3 A Z -.26 4 -.264 0 %10 0 1 5 M 13 X -.41 6 -.416 0 %10 0 1 6 M 13 Z -.24 -.24 0 %10 0 1 7 M P 4 A X -.41 6 -.416 0 %10 0 1 8 M P 4 A Z -.24 -.24 0 %10 0 1 9 M P 5 A X -.41 6 -.416 0 %10 0 2 0 M P 5 A Z -.24 -.24 0 %10 0 2 1 M 27 X -.41 6 -.416 0 %10 0 2 2 M 27 Z -.24 -.24 0 %10 0 2 3 M 31 X -.16 8 -.168 0 %10 0 2 4 M 31 Z -.09 7 -.097 0 %10 0 2 5 M 32 X -.52 6 -.526 0 %10 0 2 6 M 32 Z -.30 3 -.303 0 %10 0 M em be r D i s tr i but e d L o a ds (B L C 76 : S t r uc tu re W m (330 D eg )) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 M 1 X -.37 5 -.375 0 %10 0 2 M 1 Z -.64 9 -.649 0 %10 0 3 M 2 X -.22 5 -.225 0 %10 0 4 M 2 Z -.39 -.39 0 %10 0 5 M 3 X -.34 2 -.342 0 %10 0 6 M 3 Z -.59 3 -.593 0 %10 0 7 M P 1 A X -.24 -.24 0 %10 0 8 M P 1 A Z -.41 6 -.416 0 %10 0 9 M P 2 A X -.26 4 -.264 0 %10 0 1 0 M P 2 A Z -.45 7 -.457 0 %10 0 1 1 O V P X -.24 -.24 0 %10 0 1 2 O V P Z -.41 6 -.416 0 %10 0 1 3 M P 3 A X -.26 4 -.264 0 %10 0 1 4 M P 3 A Z -.45 7 -.457 0 %10 0 1 5 M 13 X -.24 -.24 0 %10 0 1 6 M 13 Z -.41 6 -.416 0 %10 0 1 7 M P 4 A X -.24 -.24 0 %10 0 R IS A -3 D V e rs ion 1 7 .0.4 P a ge 6 5 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 C om pan y :Ma s er C ons u lting J an 3, 2 02 2 1:1 4 P MDesigner: J ob N um be r :P roject # 2 19 26 98 0A C hecke d B y:_____ Mo del Na me :A ntenna M ount Analys is M em be r D i s tr i but e d L o a ds (B L C 76 : S t r uc tu re W m (330 D eg )) (C o nt in ue d) Me mbe r La bel Direc tion S tart Ma gnitu de [lb/ft,...E nd Mag nitude[lb /ft,F ...S tart Lo cation[ft,%]E nd Loca ti on[ft,%] 1 8 M P 4 A Z -.41 6 -.416 0 %10 0 1 9 M P 5 A X -.24 -.24 0 %10 0 2 0 M P 5 A Z -.41 6 -.416 0 %10 0 2 1 M 27 X -.24 -.24 0 %10 0 2 2 M 27 Z -.41 6 -.416 0 %10 0 2 3 M 31 X -.29 2 -.292 0 %10 0 2 4 M 31 Z -.50 5 -.505 0 %10 0 2 5 M 32 X -.18 4 -.184 0 %10 0 2 6 M 32 Z -.31 8 -.318 0 %10 0 M em be r A r e a L oa ds J oint A J oint B J oint C J oint D Direction Dis tribution Ma gnitu de [ks f] N o Da ta to P rint ... E n ve l o p e J oi n t R e a c t i on s J oint X [lb]LC Y [lb ]LC Z [lb]LC MX [k-ft]LC MY [k-ft]LC MZ [k-ft]LC 1 N 25 ma x 1248.4 95 10 1 21 6.2 25 37 316.8 58 1 -1 .26 7 5 4.3 71 1 1 1 .1 39 4 2 2 min -5 47 .662 4 395.2 35 70 -2 31 4 .6 76 7 -4.4 83 4 2 -4 .48 5 -1 .5 77 3 6 3 N 62 ma x -1 05 .593 64 686.2 38 31 1 76 5.2 71 36 -.6 7 5 1.5 19 1 1 .2 5 7 3 9 4 min -6 83 .039 30 212.1 27 64 4 74 .83 66 -2.1 21 4 3 -1.3 92 5 -.83 1 3 3 5 T otals :ma x 9 94 .895 11 1 84 7.9 61 36 1 45 5.8 54 1 6 min -9 94 .894 5 637.5 45 68 -1 45 5 .8 54 7 E n ve l o p e A IS C 1 5th (36 0-16 ): L R F D S te el C o d e C h e c k s Me mbe r S hap e C od e C heck Lo c [...LC S hea r C heck Lo c[ft]Dir LC ph i*P n...ph i*P nt...ph i*Mn...ph i*Mn...C b E qn 1 M 1 P IP E _4 .0 .2 5 9 7.9 17 4 3 .16 5 7.9 17 36 41 81 4....9 32 40 1 0.63 1 1 0.63 1 1...H1 -1 b 2 M 2 P IP E _4 .0 .4 8 9 0 4 1 .31 7 0 41 86 96 5....9 32 40 1 0.63 1 1 0.63 1 2...H 3-6 3 M 3 P IP E _4 .0 .0 1 0 1 .5 1 1 .00 7 1 .5 6 90 59 3....9 32 40 1 0.63 1 1 0.63 1 1...H1 -1 b 4 M P 1A P IP E _2 .0 .0 5 4 2.0 42 7 .01 3 2.0 42 5 26 52 1....3 21 30 1.8 72 1.8 72 1...H1 -1 b 5 M P 2A P IP E _2 .0 .2 9 8 4.1 67 4 0 .07 0 5.8 33 7 14 91 6....3 21 30 1.8 72 1.8 72 4...H1 -1 b 6 O V P P IP E _2 .0 .3 3 2 1 .5 3 0 .13 2 1 .5 31 26 52 1....3 21 30 1.8 72 1.8 72 1...H1 -1 b 7 M P 3A P IP E _2 .0 .6 0 6 4 3 2 .18 9 4 31 14 91 6....3 21 30 1.8 72 1.8 72 1...H1 -1 b 8 M 1 3 P IP E _2 .0 .2 9 9 1 .5 4 4 .11 9 1 .5 7 26 52 1....3 21 30 1.8 72 1.8 72 2...H1 -1 b 9 M P 4A P IP E _2 .0 .0 1 1 2.1 25 7 .00 4 2.1 25 9 26 52 1....3 21 30 1.8 72 1.8 72 1 H1 -1 b 1 0 M P 5A P IP E _2 .0 .0 5 3 2 7 .01 3 2 9 26 52 1....3 21 30 1.8 72 1.8 72 1 H1 -1 b 1 1 M 2 7 P IP E _2 .0 .0 3 1 2 .5 1 1 .00 9 3 .25 11 26 52 1....3 21 30 1.8 72 1.8 72 2...H1 -1 b 1 2 M 3 1 P IP E _3 .0 .2 3 7 3.3 75 3 8 .24 6 3.2 81 32 42 26 3....6 52 05 5.7 49 5.7 49 2...H1 -1 b 1 3 M 3 2 HS S 3X 3X 4 .3 6 1 0 4 7 .15 4 0 y 42 85 18 6....10 10 16 8.5 56 8.5 56 2...H1 -1 b R IS A -3 D V e rs ion 1 7 .0.4 P a ge 6 6 [R :\...\...\...\...\...\...\...\...\...\...\...\R IS A \123 96 3 -V Z W _M T _L O T_A _H .r3d] 2210 3%4 S Ritchey St # WCC018/5/2024 Client: Verizon Wireless Date: 1/3/2022 Site Name: CRAZY HORSE Project No. 21926980A Title: Antenna Mount Analysis Page: 1 Version 3.1 l.Mount-to-Tower Connection Check - Existing Standoff RISA Model Data N25 Tower Connection Bolt Checks Yes 4 7 7 A325N 0.625 18.2 12.4 20.7 12.4 22.0%* 24.9% *Note: Tension reduction not required if tension or shear capacity < 30% Tower Connection Plate and Weld Check Unique Weld Check Round 12 12 L1 (in): 4.5 L2 (in): 4.5 36 0.75 3 Max Plate Bending Strengths 4.18 5.1 3.91 54.7 27.6%10.0 93.6%54.7 Required Weld Strength (kip/in): Plate Bending Capacity: Weld Capacity: Weld Pattern: Wshape Plate Width (in): Phi*Mnxx (kip-in): Muxx (kip-in): Phi*Mnyy (kip-in): Muyy (kip-in): Weld Size (1/16 in): Phi*Rn (kip/in): Connecting Standoff Member Shape: W2 (in): W1 (in): Fy (ksi, plate): tPlate (in): Plate Height (in): 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 (kips): Required Shear Strength (kips): Tensile Strength / bolt (kips): Shear Strength / bolt (kips): Tensile Capacity Overall: Shear Capacity Overall: Any moment resistance?: Nodes (labeled per RISA) Orientation (per graphic of typical platform) 60 2210 3%4 S Ritchey St # WCC018/5/2024 Client: Verizon Wireless Date: 1/3/2022 Site Name: CRAZY HORSE Project No. 21926980A Title: Antenna Mount Analysis Page: 1 Version 3.1 l.Mount-to-Tower Connection Check - Proposed Standoff RISA Model Data N62 Tower Connection Bolt Checks yes 4 6 6 A325N 0.625 10.3 5.9 20.7 12.4 12.5%* 11.8% *Note: Tension reduction not required if tension or shear capacity < 30% Tower Connection Plate and Weld Check Unique Weld Check Rect 8.25 8.25 L1 (in): 3 L2 (in): 3 50 0.75 5 Max Plate Bending Strengths 6.96 5.6 2.34 52.2 18.0%3.8 33.6%52.2 Required Weld Strength (kip/in): Plate Bending Capacity: Weld Capacity: Weld Pattern: Wshape Plate Width (in): Phi*Mnxx (kip-in): Muxx (kip-in): Phi*Mnyy (kip-in): Muyy (kip-in): Weld Size (1/16 in): Phi*Rn (kip/in): Connecting Standoff Member Shape: W2 (in): W1 (in): Fy (ksi, plate): tPlate (in): Plate Height (in): 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 (kips): Required Shear Strength (kips): Tensile Strength / bolt (kips): Shear Strength / bolt (kips): Tensile Capacity Overall: Shear Capacity Overall: Any moment resistance?: Nodes (labeled per RISA) Orientation (per graphic of typical platform) 60 2210 3%4 S Ritchey St # WCC018/5/2024 DigiSigner Document ID: 5f4640b2-56bf-4703-9eb1-64a9432e3ee6 2210 3%4 S Ritchey St # WCC018/5/2024 DigiSigner Document ID: 5f4640b2-56bf-4703-9eb1-64a9432e3ee6 2210 3%4 S Ritchey St # WCC018/5/2024 DigiSigner Document ID: 5f4640b2-56bf-4703-9eb1-64a9432e3ee6 2210 3%4 S Ritchey St # WCC018/5/2024 DigiSigner Document ID: 5f4640b2-56bf-4703-9eb1-64a9432e3ee6 2210 3%4 S Ritchey St # WCC018/5/2024 DigiSigner Document ID: 5f4640b2-56bf-4703-9eb1-64a9432e3ee6 2210 3%4 S Ritchey St # WCC018/5/2024 DigiSigner Document ID: 5f4640b2-56bf-4703-9eb1-64a9432e3ee6 2210 3%4 S Ritchey St # WCC018/5/2024 DigiSigner Document ID: 5f4640b2-56bf-4703-9eb1-64a9432e3ee6 2210 3%4 S Ritchey St # WCC018/5/2024 DigiSigner Document ID: 5f4640b2-56bf-4703-9eb1-64a9432e3ee6 2210 3%4 S Ritchey St # WCC018/5/2024 DigiSigner Document ID: 5f4640b2-56bf-4703-9eb1-64a9432e3ee6 2210 3%4 S Ritchey St # WCC018/5/2024 DigiSigner Document ID: 5f4640b2-56bf-4703-9eb1-64a9432e3ee6 2210 3%4 S Ritchey St # WCC018/5/2024 DigiSigner Document ID: 5f4640b2-56bf-4703-9eb1-64a9432e3ee6 2210 3%4 S Ritchey St # WCC018/5/2024 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 2210 3%4 S Ritchey St # WCC018/5/2024 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 2210 3%4 S Ritchey St # WCC018/5/2024 ATC Tower Services LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Structural Analysis Report Structure :60 ft Monopole ATC Asset Name :Crazy Horse CA ATC Asset Number :300743 Engineering Number :13716774_C3_04 Proposed Carrier :VERIZON WIRELESS Carrier Site Name :LAX CRAZY HORSE Carrier Site Number :5000379473 Site Location :2210 S. Richley Street Santa Ana, CA 92705-5133 33.7174° N, 117.8443° W County :Orange Date :May 17, 2024 Max Usage :30% Analysis Result :Pass Created By: Daniel Hinshaw Structural Engineer II 2210 3%4 S Ritchey St # WCC018/5/2024 Eng. Number 13716774_C3_04 May 17, 2024 Page 2 ATC Tower Services LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Table of Contents Introduction ...........................................................................................................................................................................................3 Supporting Documents .........................................................................................................................................................................3 Analysis ...................................................................................................................................................................................................3 Conclusion ..............................................................................................................................................................................................3 Structure Usages ...................................................................................................................................................................................4 Maximum Reactions .............................................................................................................................................................................4 Tower Loading .......................................................................................................................................................................................5 Standard Conditions ............................................................................................................................................................... Attached Calculations.............................................................................................................................................................................. Attached 2210 3%4 S Ritchey St # WCC018/5/2024 Eng. Number 13716774_C3_04 May 17, 2024 Page 3 ATC Tower Services LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Introduction The purpose of this report is to summarize results of a structural analysis performed on the 60 ft Monopole tower to reflect the change in loading by VERIZON WIRELESS. Supporting Documents Tower:Spectrasite Site #CA-0162, dated December 20, 2001 Foundation:Pactel Job #94018, dated April 15, 1994 Geotechnical:Geo Soils, Inc Work Order #2764-A1-OC, dated April 6, 1994 Analysis The tower was analyzed using American Tower Corporation’s tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed:95 mph (3-second gust) Basic Wind Speed w/ Ice:No Ice Considered Code(s):ANSI/TIA-222-H / 2021 IBC / 2022 California Building Code Exposure Category:B Risk Category:II Topographic Factor Procedure:Method 1 Topographic Category:1 Spectral Response:Ss = 1.27, S1 = 0.46 Site Class:D - Stiff Soil - Default Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please reach out to your American Tower contact. If you do not have an American Tower contact and have an Engineering question, please contact Engineering@americantower.com Please include the American Tower asset name, asset number, and engineering number in the subject line for any questions. 2210 3%4 S Ritchey St # WCC018/5/2024 Eng. Number 13716774_C3_04 May 17, 2024 Page 4 ATC Tower Services LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Structure Usages Structural Component Usage Control Result Pole Shaft 29.5%1.2D + 1.0Ev + 1.0Eh Pass Serviceability Usage 5.4%1.0D + 1.0W Pass Upper Flange Plate @ 30.0 ft 16.4%Bolts Pass Base Plate @ 0.0 ft 20.9%Plate Pass Pier 18.2%Flexure [Steel]Pass Maximum Reactions Foundation Moment (k-ft)Axial (k)Shear (k) Monopole Base 321.6 16.2 6.9 *Reactions shown reflect the results from the Load Case with maximum Moment Structure base reactions were analyzed using available geotechnical and foundation information. 2210 3%4 S Ritchey St # WCC018/5/2024 Eng. Number 13716774_C3_04 May 17, 2024 Page 5 ATC Tower Services LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com VERIZON WIRELESS Final Loading Elev (ft)Qty Equipment Lines 64.0 1 10' Omni (1) 7/8" Coax 60.0 3 Ericsson AIR 6449 B77D/ C-Band - 58.5 3 T-Arm - 3 Antel BXA-185060/8CF ___ 3 Ericsson 8843 Rev 2 3 Ericsson KRE 105 281/1 3 Ericsson Radio 4408 3 Ericsson Radio 4449 - B13&B5 3 Mount Reinforcement 3 Raycap RCMDC-3315-PF-48 6 Commscope NHH-65C-R2B 6 Swedcom ALP 8013-N 58.0 12 Powerwave Allgon 7143.24-00 (3) 1 5/8" Hybriflex (26) 7/8" Coax 55.0 1 4' HP Dish (2) EW180 53.0 2 10' Omni (2) 7/8" Coax 1 1' Omni29.0 1 2" x 4" GPS (1) 1/2" Coax (1) 7/8" Coax 28.0 1 2" x 4" GPS (1) 1/2" Coax Install proposed lines inside the pole shaft. Other Existing/Reserved Loading No loading was considered in addition to the VERIZON WIRELESS Final Loading. 2210 3%4 S Ritchey St # WCC018/5/2024 ATC Tower Services LLC -- 3500 Regency Parkway, Suite 100, Cary, NC 27518 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Standard Conditions All engineering services performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: •Information supplied by the client regarding antenna, mounts, and feed line loading •Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates, and subsidiaries (collectively “American Tower”) are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. Calculations 2210 3%4 S Ritchey St # WCC018/5/2024 ASSET:300743, Crazy Horse CA CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:13716774 © 2007 - 2022 by ATC LLC. All rights reserved. Page 1 of 1 Model ID: 79287 Scenario ID: 315418 5/17/2024 11:37:18 ANALYSIS PARAMETERS Nominal Wind:95 mph Ice Wind:30 mph w/ 0" ice Service Wind:60 mph Risk Category:II Exposure:B Ss: 1.27 S1: 0.455 Topo Category: 1 Topo Factor: Method 1 Topo Feature: Structure Height:60 ft Base Elevation:0.00 ft Structure Type: Stepped Base Diameter:30 in Base Rotation:0°Taper:0.0000 (in/ft) GLOBAL BASE REACTIONS Load Case Moment (kip-ft) Axial (kip) Shear (kip) 1.2D + 1.0W 240.06 14.92 4.78 0.9D + 1.0W 239.52 11.19 4.78 1.2D + 1.0Di + 1.0Wi 28.92 14.16 0.63 1.2D + 1.0Ev + 1.0Eh 321.62 16.24 6.87 0.9D - 1.0Ev + 1.0Eh 320.13 8.06 6.86 1.0D + 1.0W 85.55 12.44 1.71 POLE SECTION PROPERTIES Section Length (ft) Flat Diameter (in)Thick (in) Joint Type Joint Length (in) Pole Shape Yield Strength (ksi)Top Bottom 1 30.000 30.00 30.00 0.500 0.000 Round 35 2 30.000 30.00 30.00 0.375 Butt Joint 0.000 Round 35 DISCRETE APPURTENANCE Elev (ft)Description 64.0 (1) Generic 10' Omni 60.0 (3) Ericsson AIR 6449 B77D/ C-Band 58.5 (3) Generic Round T-Arm 58.0 (3) Ericsson KRE 105 281/1 58.0 (3) Ericsson Radio 4408 58.0 (3) Ericsson Radio 4449 - B13&B5 58.0 (3) Ericsson 8843 Rev 2 58.0 (3) Raycap RCMDC-3315-PF-48 58.0 (3) Antel BXA-185060/8CF ___ 58.0 (12) Powerwave Allgon 7143.24-00 58.0 (3) Generic Mount Reinforcement 58.0 (6) Swedcom ALP 8013-N 58.0 (6) Commscope NHH-65C-R2B 55.0 (1) Generic 4' HP Dish 53.0 (2) Generic 10' Omni 29.0 (1) Generic 2" x 4" GPS 29.0 (1) Generic 1' Omni 28.0 (1) Generic 2" x 4" GPS LINEAR APPURTENANCE Elev To (ft)Description 64.0 (1) 7/8" Coax 58.0 (26) 7/8" Coax 58.0 (3) 1 5/8" Hybriflex 55.0 (2) EW180 53.0 (2) 7/8" Coax 29.0 (1) 7/8" Coax 29.0 (1) 1/2" Coax 28.0 (1) 1/2" Coax DISH SERVICEABILITY Load Case Elevation (ft)Deflection (in)Rotation (°) 1.0D + 1.0W 55.00 1.019 0.138 2210 3%4 S Ritchey St # WCC018/5/2024 ASSET:300743, Crazy Horse CA CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:13716774_C3_04 ©2007 - 2022 by ATC LLC. All rights reserved. Page 1 of 9 Model ID: 79287 Scenario ID: 315418 5/17/2024 11:37:26 ANALYSIS PARAMETERS Location:Orange County,CA Height:60 ft Type and Shape:Stepped, Round Base Diameter:30.00 in Manufacturer:Undetermined Top Diameter:30.00 in Kd (non-service):0.95 Taper: 0.0000 in/ft Ke: 1.00 Rotation: 0.000o ICE & WIND PARAMETERS Risk Category:II Design Wind Speed:95 mph Exposure Category:B Design Wind Speed w/ Ice:30 mph Topo Factor Procedure: Method 1 Design Ice Thickness:0.00 in Topographic Category: 1 Service Wind Speed:60 mph Crest Height: 0 ft HMSL: 71.00 ft SEISMIC PARAMETERS Analysis Method:Equivalent Lateral Force Method Site Class:D - Stiff Soil Period Based on Rayleigh Method (sec):0.67 TL (sec):8 P:1 Cs:0.553 Ss:1.270 S1:0.455 Cs Max:0.553 Fa:1.200 Fv:1.845 Cs Min:0.045 Sds:1.016 Sd1:0.560 LOAD CASES 1.2D + 1.0W 95 mph Wind with No Ice 0.9D + 1.0W 95 mph Wind with No Ice (Reduced DL) 1.2D + 1.0Di + 1.0Wi 30 mph Wind with 0" Radial Ice 1.2D + 1.0Ev + 1.0Eh Seismic 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) 1.0D + 1.0W 60 mph Wind with No Ice 2210 3%4 S Ritchey St # WCC018/5/2024 ASSET:300743, Crazy Horse CA CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:13716774_C3_04 ©2007 - 2022 by ATC LLC. All rights reserved. Page 2 of 9 Model ID: 79287 Scenario ID: 315418 5/17/2024 11:37:26 SHAFT SECTION PROPERTIES Joint Len (in) Bottom Top Section Length (ft) Thick (in) Fy (ksi) Joint Type Weight (lb) Dia (in) Elev (ft) Area (in2) Ix (in4) W/t Ratio D/t Ratio Dia (in) Elev (ft) Area (in2) Ix (in4) W/t Ratio D/t Ratio Taper (in/ft) 1-R 30.00 0.5000 35 0.00 4,730 30.00 0.000 46.34 5,044.6 0.00 60.00 30.00 30.00 46.34 5,044.6 0.00 60.00 0.0000 2-R 30.00 0.3750 35 Butt 0.00 3,563 30.00 30.000 34.90 3,831.8 0.00 80.00 30.00 60.00 34.90 3,831.8 0.00 80.00 0.0000 Total Shaft Weight 8,293 DISCRETE APPURTENANCE PROPERTIES Attach Elev (ft)Description Qty Ka Vert Ecc (ft) No Ice Ice Weight (lb) EPAa (sf) Orientation Factor Weight (lb) EPAa (sf) Orientation Factor 64.00 Generic 10' Omni 1 1.00 -1.000 25.00 3.000 1.00 25.00 3.000 1.00 60.00 Ericsson AIR 6449 B77D/ C-Band 3 0.80 0.000 81.60 4.028 0.70 81.60 4.028 0.70 58.50 Generic Round T-Arm 3 0.75 0.000 312.50 9.700 0.67 312.50 9.700 0.67 58.00 Ericsson 8843 Rev 2 3 0.80 0.000 75.00 1.650 0.50 75.00 1.650 0.50 58.00 Commscope NHH-65C-R2B 6 0.80 0.000 51.60 11.389 0.70 51.60 11.389 0.70 58.00 Swedcom ALP 8013-N 6 0.80 1.100 27.30 5.946 0.76 27.30 5.946 0.76 58.00 Generic Mount Reinforcement 3 0.75 0.000 200.00 4.980 0.67 200.00 4.980 0.67 58.00 Powerwave Allgon 7143.24-00 12 0.80 1.300 21.00 4.899 0.65 21.00 4.899 0.65 58.00 Ericsson KRE 105 281/1 3 0.80 0.000 1.80 0.520 0.50 1.80 0.520 0.50 58.00 Ericsson Radio 4408 3 0.80 0.000 10.10 0.553 0.50 10.10 0.553 0.50 58.00 Ericsson Radio 4449 - B13&B5 3 0.80 0.000 70.00 1.650 0.50 70.00 1.650 0.50 58.00 Raycap RCMDC-3315-PF-48 3 0.80 0.000 21.40 2.512 0.67 21.40 2.512 0.67 58.00 Antel BXA-185060/8CF ___3 0.80 1.900 10.00 2.960 0.67 10.00 2.963 0.67 55.00 Generic 4' HP Dish 1 1.00 0.000 170.00 15.855 1.00 170.00 15.855 1.00 53.00 Generic 10' Omni 2 1.00 -1.000 25.00 3.000 1.00 25.00 3.000 1.00 29.00 Generic 2" x 4" GPS 1 1.00 0.500 5.00 0.040 1.00 5.00 0.040 1.00 29.00 Generic 1' Omni 1 1.00 0.500 5.00 0.130 1.00 5.00 0.130 1.00 28.00 Generic 2" x 4" GPS 1 1.00 0.000 5.00 0.040 1.00 5.00 0.040 1.00 Totals Row Count: 18 58 3,332.60 3,332.60 LINEAR APPURTENANCE PROPERTIES Load Case Azimuth (deg): 0.00 Elev From (ft) Elev To (ft)Qty Description Diameter (in) Weight (lb/ft)Flat Max/ Row Distance Between Rows(in) Distance Between Cols(in) Azimuth (deg) Distance From Face (in) Exposed To Wind Carrier 0.00 64.00 1 7/8" Coax 1.09 0.33 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 58.00 26 7/8" Coax 1.09 0.33 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 58.00 3 1 5/8" Hybriflex 1.98 1.3 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 55.00 2 EW180 0.79 0.15 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 53.00 2 7/8" Coax 1.09 0.33 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 29.00 1 7/8" Coax 1.09 0.33 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 29.00 1 1/2" Coax 0.63 0.15 N 0 0 0 0 0 N VERIZON WIRELESS 0.00 28.00 1 1/2" Coax 0.63 0.15 N 0 0 0 0 0 N VERIZON WIRELESS SEGMENT PROPERTIES Seg Top Elev (ft)Description (Max Length: 5 ft) Thick (in) Flat Dia (in) Area (in2) Ix (in4) W/t Ratio D/t Ratio F'y (ksi) S (in3) Z (in3) Weight (lb) 0.00 0.5000 30.000 46.338 5,044.60 0.00 60.00 35 336.3 435.2 0.0 5.00 0.5000 30.000 46.338 5,044.60 0.00 60.00 35 336.3 435.2 788.4 10.00 0.5000 30.000 46.338 5,044.60 0.00 60.00 35 336.3 435.2 788.4 15.00 0.5000 30.000 46.338 5,044.60 0.00 60.00 35 336.3 435.2 788.4 20.00 0.5000 30.000 46.338 5,044.60 0.00 60.00 35 336.3 435.2 788.4 25.00 0.5000 30.000 46.338 5,044.60 0.00 60.00 35 336.3 435.2 788.4 28.00 0.5000 30.000 46.338 5,044.60 0.00 60.00 35 336.3 435.2 473.0 29.00 0.5000 30.000 46.338 5,044.60 0.00 60.00 35 336.3 435.2 157.7 30.00 Top - Section 1 0.5000 30.000 46.338 5,044.60 0.00 60.00 35 336.3 435.2 157.7 30.00 Bot - Section 2 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 35.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 593.8 40.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 593.8 2210 3%4 S Ritchey St # WCC018/5/2024 ASSET:300743, Crazy Horse CA CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:13716774_C3_04 ©2007 - 2022 by ATC LLC. All rights reserved. Page 3 of 9 Model ID: 79287 Scenario ID: 315418 5/17/2024 11:37:26 SEGMENT PROPERTIES Seg Top Elev (ft)Description (Max Length: 5 ft) Thick (in) Flat Dia (in) Area (in2) Ix (in4) W/t Ratio D/t Ratio F'y (ksi) S (in3) Z (in3) Weight (lb) 45.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 593.8 50.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 593.8 53.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 356.3 55.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 237.5 58.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 356.3 58.50 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 59.4 60.00 0.3750 30.000 34.901 3,831.80 0.00 80.00 35 255.5 329.1 178.1 Total:8,293.2 CALCULATED FORCES Load Case: 1.2D + 1.0W 95 mph Wind with No Ice 14 Iterations Gust Response Factor:1.10 Dead load Factor:1.20 Wind Load Factor:1.00 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -14.92 -4.78 0.00 -240.1 0.00 240.06 1,459.66 437.90 1,135.73 1,135.17 0 0 0.222 5.00 -13.89 -4.67 0.00 -216.1 0.00 216.14 1,459.66 437.90 1,135.73 1,135.17 0.03 -0.06 0.200 10.00 -12.85 -4.55 0.00 -192.8 0.00 192.79 1,459.66 437.90 1,135.73 1,135.17 0.13 -0.12 0.179 15.00 -11.81 -4.44 0.00 -170.0 0.00 170.01 1,459.66 437.90 1,135.73 1,135.17 0.29 -0.17 0.158 20.00 -10.78 -4.31 0.00 -147.8 0.00 147.83 1,459.66 437.90 1,135.73 1,135.17 0.49 -0.22 0.138 25.00 -9.74 -4.21 0.00 -126.3 0.00 126.27 1,459.66 437.90 1,135.73 1,135.17 0.74 -0.26 0.118 28.00 -9.12 -4.16 0.00 -113.6 0.00 113.63 1,459.66 437.90 1,135.73 1,135.17 0.91 -0.28 0.106 29.00 -8.90 -4.13 0.00 -109.5 0.00 109.46 1,459.66 437.90 1,135.73 1,135.17 0.97 -0.28 0.103 30.00 -8.69 -4.06 0.00 -105.3 0.00 105.33 1,459.66 437.90 1,135.73 1,135.17 1.03 -0.29 0.099 30.00 -8.69 -4.06 0.00 -105.3 0.00 105.33 1,099.39 329.82 859.03 814.32 1.03 -0.29 0.137 35.00 -7.90 -3.92 0.00 -85.0 0.00 85.05 1,099.39 329.82 859.03 814.32 1.35 -0.32 0.112 40.00 -7.10 -3.79 0.00 -65.4 0.00 65.42 1,099.39 329.82 859.03 814.32 1.69 -0.34 0.087 45.00 -6.31 -3.64 0.00 -46.5 0.00 46.50 1,099.39 329.82 859.03 814.32 2.07 -0.36 0.063 50.00 -5.51 -3.52 0.00 -28.3 0.00 28.29 1,099.39 329.82 859.03 814.32 2.46 -0.38 0.040 53.00 -4.97 -3.32 0.00 -17.7 0.00 17.73 1,099.39 329.82 859.03 814.32 2.7 -0.38 0.026 55.00 -4.46 -2.93 0.00 -11.1 0.00 11.08 1,099.39 329.82 859.03 814.32 2.86 -0.39 0.018 58.00 -1.73 -0.57 0.00 -0.8 0.00 0.81 1,099.39 329.82 859.03 814.32 3.1 -0.39 0.003 58.50 -0.54 -0.23 0.00 -0.5 0.00 0.53 1,099.39 329.82 859.03 814.32 3.14 -0.39 0.001 60.00 0.00 -0.22 0.00 -0.2 0.00 0.19 1,099.39 329.82 859.03 814.32 3.26 -0.39 0.000 2210 3%4 S Ritchey St # WCC018/5/2024 ASSET:300743, Crazy Horse CA CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:13716774_C3_04 ©2007 - 2022 by ATC LLC. All rights reserved. Page 4 of 9 Model ID: 79287 Scenario ID: 315418 5/17/2024 11:37:26 CALCULATED FORCES Load Case: 0.9D + 1.0W 95 mph Wind with No Ice (Reduced DL)14 Iterations Gust Response Factor:1.10 Dead load Factor:0.90 Wind Load Factor:1.00 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -11.19 -4.78 0.00 -239.5 0.00 239.52 1,459.66 437.90 1,135.73 1,135.17 0 0 0.219 5.00 -10.41 -4.67 0.00 -215.6 0.00 215.61 1,459.66 437.90 1,135.73 1,135.17 0.03 -0.06 0.197 10.00 -9.63 -4.55 0.00 -192.3 0.00 192.29 1,459.66 437.90 1,135.73 1,135.17 0.13 -0.12 0.176 15.00 -8.86 -4.43 0.00 -169.6 0.00 169.55 1,459.66 437.90 1,135.73 1,135.17 0.29 -0.17 0.156 20.00 -8.08 -4.30 0.00 -147.4 0.00 147.43 1,459.66 437.90 1,135.73 1,135.17 0.49 -0.22 0.136 25.00 -7.30 -4.20 0.00 -125.9 0.00 125.92 1,459.66 437.90 1,135.73 1,135.17 0.74 -0.26 0.116 28.00 -6.83 -4.15 0.00 -113.3 0.00 113.31 1,459.66 437.90 1,135.73 1,135.17 0.91 -0.28 0.105 29.00 -6.67 -4.12 0.00 -109.2 0.00 109.16 1,459.66 437.90 1,135.73 1,135.17 0.97 -0.28 0.101 30.00 -6.51 -4.05 0.00 -105.0 0.00 105.04 1,459.66 437.90 1,135.73 1,135.17 1.03 -0.29 0.097 30.00 -6.51 -4.05 0.00 -105.0 0.00 105.04 1,099.39 329.82 859.03 814.32 1.03 -0.29 0.135 35.00 -5.92 -3.91 0.00 -84.8 0.00 84.81 1,099.39 329.82 859.03 814.32 1.34 -0.32 0.110 40.00 -5.32 -3.77 0.00 -65.2 0.00 65.25 1,099.39 329.82 859.03 814.32 1.69 -0.34 0.085 45.00 -4.72 -3.63 0.00 -46.4 0.00 46.37 1,099.39 329.82 859.03 814.32 2.06 -0.36 0.061 50.00 -4.13 -3.51 0.00 -28.2 0.00 28.22 1,099.39 329.82 859.03 814.32 2.45 -0.38 0.039 53.00 -3.73 -3.32 0.00 -17.7 0.00 17.69 1,099.39 329.82 859.03 814.32 2.69 -0.38 0.025 55.00 -3.34 -2.92 0.00 -11.1 0.00 11.06 1,099.39 329.82 859.03 814.32 2.85 -0.38 0.017 58.00 -1.30 -0.56 0.00 -0.8 0.00 0.81 1,099.39 329.82 859.03 814.32 3.09 -0.39 0.002 58.50 -0.40 -0.23 0.00 -0.5 0.00 0.53 1,099.39 329.82 859.03 814.32 3.13 -0.39 0.001 60.00 0.00 -0.22 0.00 -0.2 0.00 0.19 1,099.39 329.82 859.03 814.32 3.26 -0.39 0.000 2210 3%4 S Ritchey St # WCC018/5/2024 ASSET:300743, Crazy Horse CA CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:13716774_C3_04 ©2007 - 2022 by ATC LLC. All rights reserved. Page 5 of 9 Model ID: 79287 Scenario ID: 315418 5/17/2024 11:37:26 CALCULATED FORCES Load Case: 1.2D + 1.0Di + 1.0Wi 30 mph Wind with 0" Radial Ice 13 Iterations Gust Response Factor:1.10 Ice Dead Load Factor 1.00 Dead load Factor:1.20 Ice Importance Factor 1.00 Wind Load Factor:1.00 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -14.16 -0.63 0.00 -28.9 0.00 28.92 1,459.66 437.90 1,135.73 1,135.17 0 0 0.035 5.00 -13.13 -0.61 0.00 -25.8 0.00 25.77 1,459.66 437.90 1,135.73 1,135.17 0 -0.01 0.032 10.00 -12.10 -0.58 0.00 -22.7 0.00 22.73 1,459.66 437.90 1,135.73 1,135.17 0.02 -0.01 0.028 15.00 -11.06 -0.56 0.00 -19.8 0.00 19.82 1,459.66 437.90 1,135.73 1,135.17 0.03 -0.02 0.025 20.00 -10.03 -0.53 0.00 -17.0 0.00 17.02 1,459.66 437.90 1,135.73 1,135.17 0.06 -0.03 0.022 25.00 -9.00 -0.51 0.00 -14.4 0.00 14.36 1,459.66 437.90 1,135.73 1,135.17 0.09 -0.03 0.019 28.00 -8.37 -0.50 0.00 -12.8 0.00 12.81 1,459.66 437.90 1,135.73 1,135.17 0.11 -0.03 0.017 29.00 -8.16 -0.50 0.00 -12.3 0.00 12.31 1,459.66 437.90 1,135.73 1,135.17 0.11 -0.03 0.016 30.00 -7.95 -0.48 0.00 -11.8 0.00 11.81 1,459.66 437.90 1,135.73 1,135.17 0.12 -0.03 0.016 30.00 -7.95 -0.48 0.00 -11.8 0.00 11.81 1,099.39 329.82 859.03 814.32 0.12 -0.03 0.022 35.00 -7.16 -0.46 0.00 -9.4 0.00 9.40 1,099.39 329.82 859.03 814.32 0.16 -0.04 0.018 40.00 -6.36 -0.43 0.00 -7.1 0.00 7.12 1,099.39 329.82 859.03 814.32 0.2 -0.04 0.015 45.00 -5.57 -0.40 0.00 -5.0 0.00 4.97 1,099.39 329.82 859.03 814.32 0.24 -0.04 0.011 50.00 -4.77 -0.38 0.00 -3.0 0.00 2.97 1,099.39 329.82 859.03 814.32 0.29 -0.04 0.008 53.00 -4.25 -0.35 0.00 -1.8 0.00 1.84 1,099.39 329.82 859.03 814.32 0.32 -0.04 0.006 55.00 -3.78 -0.30 0.00 -1.1 0.00 1.14 1,099.39 329.82 859.03 814.32 0.33 -0.04 0.005 58.00 -1.56 -0.06 0.00 -0.1 0.00 0.09 1,099.39 329.82 859.03 814.32 0.36 -0.04 0.002 58.50 -0.48 -0.03 0.00 -0.1 0.00 0.06 1,099.39 329.82 859.03 814.32 0.37 -0.04 0.001 60.00 0.00 -0.02 0.00 -0.0 0.00 0.02 1,099.39 329.82 859.03 814.32 0.38 -0.04 0.000 2210 3%4 S Ritchey St # WCC018/5/2024 ASSET:300743, Crazy Horse CA CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:13716774_C3_04 ©2007 - 2022 by ATC LLC. All rights reserved. Page 6 of 9 Model ID: 79287 Scenario ID: 315418 5/17/2024 11:37:26 CALCULATED FORCES Load Case: 1.0D + 1.0W 60 mph Wind with No Ice 14 Iterations Gust Response Factor:1.10 Dead load Factor:1.00 Wind Load Factor:1.00 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -12.44 -1.71 0.00 -85.6 0.00 85.55 1,459.66 437.90 1,135.73 1,135.17 0 0 0.084 5.00 -11.58 -1.67 0.00 -77.0 0.00 77.02 1,459.66 437.90 1,135.73 1,135.17 0.01 -0.02 0.076 10.00 -10.72 -1.62 0.00 -68.7 0.00 68.69 1,459.66 437.90 1,135.73 1,135.17 0.05 -0.04 0.068 15.00 -9.86 -1.58 0.00 -60.6 0.00 60.57 1,459.66 437.90 1,135.73 1,135.17 0.1 -0.06 0.060 20.00 -9.00 -1.54 0.00 -52.7 0.00 52.67 1,459.66 437.90 1,135.73 1,135.17 0.18 -0.08 0.053 25.00 -8.13 -1.50 0.00 -45.0 0.00 44.98 1,459.66 437.90 1,135.73 1,135.17 0.27 -0.09 0.045 28.00 -7.61 -1.48 0.00 -40.5 0.00 40.48 1,459.66 437.90 1,135.73 1,135.17 0.32 -0.1 0.041 29.00 -7.43 -1.47 0.00 -39.0 0.00 39.00 1,459.66 437.90 1,135.73 1,135.17 0.35 -0.1 0.039 30.00 -7.26 -1.45 0.00 -37.5 0.00 37.52 1,459.66 437.90 1,135.73 1,135.17 0.37 -0.1 0.038 30.00 -7.26 -1.45 0.00 -37.5 0.00 37.52 1,099.39 329.82 859.03 814.32 0.37 -0.1 0.053 35.00 -6.60 -1.40 0.00 -30.3 0.00 30.30 1,099.39 329.82 859.03 814.32 0.48 -0.11 0.043 40.00 -5.93 -1.35 0.00 -23.3 0.00 23.31 1,099.39 329.82 859.03 814.32 0.6 -0.12 0.034 45.00 -5.27 -1.30 0.00 -16.6 0.00 16.57 1,099.39 329.82 859.03 814.32 0.74 -0.13 0.025 50.00 -4.61 -1.25 0.00 -10.1 0.00 10.08 1,099.39 329.82 859.03 814.32 0.88 -0.13 0.017 53.00 -4.16 -1.18 0.00 -6.3 0.00 6.32 1,099.39 329.82 859.03 814.32 0.96 -0.14 0.012 55.00 -3.73 -1.04 0.00 -4.0 0.00 3.95 1,099.39 329.82 859.03 814.32 1.02 -0.14 0.008 58.00 -1.45 -0.20 0.00 -0.3 0.00 0.29 1,099.39 329.82 859.03 814.32 1.11 -0.14 0.002 58.50 -0.45 -0.08 0.00 -0.2 0.00 0.19 1,099.39 329.82 859.03 814.32 1.12 -0.14 0.001 60.00 0.00 -0.08 0.00 -0.1 0.00 0.07 1,099.39 329.82 859.03 814.32 1.16 -0.14 0.000 2210 3%4 S Ritchey St # WCC018/5/2024 ASSET:300743, Crazy Horse CA CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:13716774_C3_04 ©2007 - 2022 by ATC LLC. All rights reserved. Page 7 of 9 Model ID: 79287 Scenario ID: 315418 5/17/2024 11:37:26 EQUIVALENT LATERAL FORCES METHOD ANALYSIS (Based on ASCE7-16 Chapters 11, 12 and 15) Spectral Response Acceleration for Short Period (SS):1.270 Spectral Response Acceleration at 1.0 Second Period (S1):0.455 Long-Period Transition Period (TL – Seconds):8 Importance Factor (Ie):1.000 Site Coefficient Fa:1.200 Site Coefficient Fv:1.845 Response Modification Coefficient (R):1.500 Design Spectral Response Acceleration at Short Period (Sds):1.016 Design Spectral Response Acceleration at 1.0 Second Period (Sd1):0.560 Seismic Response Coefficient (Cs):0.553 Upper Limit CS:0.553 Lower Limit CS:0.045 Period based on Rayleigh Method (sec):0.670 Redundancy Factor (p):1.000 Seismic Force Distribution Exponent (k):1.090 Total Unfactored Dead Load:12.440 k Seismic Base Shear (E):6.880 k 1.2D + 1.0Ev + 1.0Eh Seismic CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -16.24 -6.87 0.00 -321.62 0.00 321.62 1,459.66 437.90 1,136 1,135.17 0.00 0.00 0.30 5.00 -15.03 -6.80 0.00 -287.29 0.00 287.29 1,459.66 437.90 1,136 1,135.17 0.05 -0.09 0.26 10.00 -13.81 -6.67 0.00 -253.28 0.00 253.28 1,459.66 437.90 1,136 1,135.17 0.18 -0.16 0.23 15.00 -12.60 -6.46 0.00 -219.94 0.00 219.94 1,459.66 437.90 1,136 1,135.17 0.38 -0.23 0.20 20.00 -11.38 -6.19 0.00 -187.62 0.00 187.62 1,459.66 437.90 1,136 1,135.17 0.65 -0.29 0.17 25.00 -10.66 -5.99 0.00 -156.68 0.00 156.68 1,459.66 437.90 1,136 1,135.17 0.98 -0.33 0.15 28.00 -10.41 -5.92 0.00 -138.72 0.00 138.72 1,459.66 437.90 1,136 1,135.17 1.20 -0.36 0.13 29.00 -10.15 -5.84 0.00 -132.80 0.00 132.80 1,459.66 437.90 1,136 1,135.17 1.28 -0.37 0.12 30.00 -9.22 -5.51 0.00 -126.96 0.00 126.96 1,099.39 329.82 859 814.32 1.35 -0.37 0.17 30.00 -9.22 -5.51 0.00 -126.96 0.00 126.96 1,459.66 437.90 1,136 1,135.17 1.35 -0.37 0.12 35.00 -8.29 -5.13 0.00 -99.41 0.00 99.41 1,099.39 329.82 859 814.32 1.76 -0.41 0.13 40.00 -7.36 -4.70 0.00 -73.75 0.00 73.75 1,099.39 329.82 859 814.32 2.21 -0.44 0.10 45.00 -6.44 -4.20 0.00 -50.26 0.00 50.26 1,099.39 329.82 859 814.32 2.68 -0.46 0.07 50.00 -5.88 -3.88 0.00 -29.24 0.00 29.24 1,099.39 329.82 859 814.32 3.17 -0.48 0.04 53.00 -5.44 -3.61 0.00 -17.60 0.00 17.60 1,099.39 329.82 859 814.32 3.48 -0.48 0.03 55.00 -4.65 -3.11 0.00 -10.37 0.00 10.37 1,099.39 329.82 859 814.32 3.68 -0.48 0.02 58.00 -1.93 -1.30 0.00 -1.04 0.00 1.04 1,099.39 329.82 859 814.32 3.98 -0.49 0.00 58.50 -0.38 -0.26 0.00 -0.39 0.00 0.39 1,099.39 329.82 859 814.32 4.03 -0.49 0.00 60.00 0.00 -0.26 0.00 0.00 0.00 0.00 1,099.39 329.82 859 814.32 4.19 -0.49 0.00 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -8.06 -6.86 0.00 -320.13 0.00 320.13 1,459.66 437.90 1,136 1,135.17 0.00 0.00 0.29 5.00 -7.45 -6.78 0.00 -285.83 0.00 285.83 1,459.66 437.90 1,136 1,135.17 0.05 -0.09 0.26 10.00 -6.85 -6.64 0.00 -251.91 0.00 251.91 1,459.66 437.90 1,136 1,135.17 0.18 -0.16 0.23 15.00 -6.24 -6.43 0.00 -218.69 0.00 218.69 1,459.66 437.90 1,136 1,135.17 0.38 -0.23 0.20 20.00 -5.64 -6.16 0.00 -186.51 0.00 186.51 1,459.66 437.90 1,136 1,135.17 0.65 -0.28 0.17 25.00 -5.27 -5.96 0.00 -155.73 0.00 155.73 1,459.66 437.90 1,136 1,135.17 0.98 -0.33 0.14 28.00 -5.15 -5.88 0.00 -137.86 0.00 137.86 1,459.66 437.90 1,136 1,135.17 1.19 -0.36 0.13 29.00 -5.02 -5.80 0.00 -131.98 0.00 131.98 1,459.66 437.90 1,136 1,135.17 1.27 -0.37 0.12 30.00 -4.56 -5.48 0.00 -126.18 0.00 126.18 1,099.39 329.82 859 814.32 1.35 -0.37 0.16 30.00 -4.56 -5.48 0.00 -126.18 0.00 126.18 1,459.66 437.90 1,136 1,135.17 1.35 -0.37 0.11 35.00 -4.10 -5.10 0.00 -98.78 0.00 98.78 1,099.39 329.82 859 814.32 1.76 -0.40 0.13 2210 3%4 S Ritchey St # WCC018/5/2024 ASSET:300743, Crazy Horse CA CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:13716774_C3_04 ©2007 - 2022 by ATC LLC. All rights reserved. Page 8 of 9 Model ID: 79287 Scenario ID: 315418 5/17/2024 11:37:26 CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 40.00 -3.64 -4.67 0.00 -73.28 0.00 73.28 1,099.39 329.82 859 814.32 2.20 -0.44 0.09 45.00 -3.18 -4.18 0.00 -49.94 0.00 49.94 1,099.39 329.82 859 814.32 2.67 -0.46 0.06 50.00 -2.90 -3.86 0.00 -29.05 0.00 29.05 1,099.39 329.82 859 814.32 3.16 -0.47 0.04 53.00 -2.69 -3.59 0.00 -17.48 0.00 17.48 1,099.39 329.82 859 814.32 3.46 -0.48 0.02 55.00 -2.30 -3.09 0.00 -10.30 0.00 10.30 1,099.39 329.82 859 814.32 3.66 -0.48 0.02 58.00 -0.95 -1.30 0.00 -1.03 0.00 1.03 1,099.39 329.82 859 814.32 3.96 -0.48 0.00 58.50 -0.19 -0.26 0.00 -0.39 0.00 0.39 1,099.39 329.82 859 814.32 4.01 -0.48 0.00 60.00 0.00 -0.26 0.00 0.00 0.00 0.00 1,099.39 329.82 859 814.32 4.16 -0.48 0.00 2210 3%4 S Ritchey St # WCC018/5/2024 ASSET:300743, Crazy Horse CA CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:13716774_C3_04 ©2007 - 2022 by ATC LLC. 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Page 9 of 9 Model ID: 79287 Scenario ID: 315418 5/17/2024 11:37:26 ANALYSIS SUMMARY Base Reactions Max Usage Load Case Shear FX (kips) Shear FZ (kips) Axial FY (kips) Moment MX (ft-kips) Moment MY (ft-kips) Moment MZ (ft-kips) Elev (ft) Interaction Ratio 1.2D + 1.0W 4.78 0.00 14.92 0.00 0.00 240.06 0.00 0.22 0.9D + 1.0W 4.78 0.00 11.19 0.00 0.00 239.52 0.00 0.22 1.2D + 1.0Di + 1.0Wi 0.63 0.00 14.16 0.00 0.00 28.92 0.00 0.04 1.2D + 1.0Ev + 1.0Eh 6.87 0.00 16.24 0.00 0.00 321.62 0.00 0.29 0.9D - 1.0Ev + 1.0Eh 6.86 0.00 8.06 0.00 0.00 320.13 0.00 0.29 1.0D + 1.0W 1.71 0.00 12.44 0.00 0.00 85.55 0.00 0.08 2210 3%4 S Ritchey St # WCC018/5/2024 ASSET:300743, Crazy Horse CA CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:13716774 Task ID: 533628 Page 1 of 2 5/17/2024 11:38:03 BASE PLATE ANALYSIS @ 0 FT APPLIED REACTIONS Moment (k-ft)Axial (k)Shear (k) 321.62 16.24 6.87 PLATE PARAMETERS (ID# 21706) Width:51 in Shape:8 Thickness:2 in Grade:A36 Yield Strength:36 ksi Tensile Strength:58 ksi Rod Detail Type:b Clear Distance -in Base Weld Size:0.125 in Orientation Offset:22.5 ° Analysis Type:Plastic Neutral Axis:30 ° ANCHOR ROD PARAMETERS Class Arrangement Quantity Diameter (in) Circle (in)Grade Fy (ksi) Fu (ksi) Spacing (in) Offset (°) Original [ID#22279]Radial 12 2 37.5 A615-75 75 100 -- COMPONENT PROPERTIES Component ID Gross Area (in2) Net Area (in2) Individual Inertia (in4) Moment of Inertia (in4)Threads/in Pole 30"ø x 0.5" (Round)46.3379 --5044.59 - Bolt Group Original (12) 2"ø 3.1416 2.4982 0.4967 4645.77 4.5 REACTION DISTRIBUTION Component ID Moment Mu (k-ft) Axial Load Pu (k) Shear Vu (k)Moment Factor Pole 30"ø x 0.5" (Round)321.6 16.24 6.87 1.000 Bolt Group Original (12) 2"ø 321.6 -6.87 1.000 BASE PLATE BEND LINE ANALYSIS @ 0 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter:30.12 in Flat Width:0.263 in Neutral Axis:30 ° Point-to-Point Diameter:30.12 in Flat Radians:0.017 rad Bend Line Limits: 1.303 to 2.886 rad Orientation Offset:-º Bend Line Chord Length (in) Additional Length (in) Section Modulus (in3) Applied Moment Mu (k-in) Moment Capacity ФMn (k-in) Flexure Result Mu/ФMn Flats 27.106 0.00 27.106 107.3 878.2 12.2% Corners 27.106 0.00 27.106 107.3 878.2 12.2% Circumferential 38.739 0.00 38.739 262.8 1255.1 20.9% PLASTIC ANCHOR ROD ANALYSIS Class Group Quantity Rod Diameter (in) Applied Axial Load Pu (k) Applied Shear Load Vu (k) Compressive Capacity ФPn (k)Interaction Result Original 12 2 32.0 0.9 187.4 17.8% 2210 3%4 S Ritchey St # WCC018/5/2024 ASSET:300743, Crazy Horse CA CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:13716774 Task ID: 533628 Page 2 of 2 5/17/2024 11:38:03 UPPER FLANGE PLATE ANALYSIS @ 30 FT APPLIED REACTIONS Moment (k-ft)Axial (k)Shear (k) 126.96 9.22 5.51 PLATE PARAMETERS (ID# 21707) Width:36 in Shape:Round Thickness:1.625 in Grade:A36 Yield Strength:36 ksi Tensile Strength:58 ksi Base Weld Size:0.125 in Orientation Offset:-° Analysis Type:Plastic Neutral Axis:130 ° FLANGE BOLT PARAMETERS Class Arrangement Quantity Diameter (in) Circle (in)Grade Fy (ksi) Fu (ksi) Spacing (in) Offset (°) Original [ID#22280]Radial 36 0.75 33.5 A325 92 120 -- COMPONENT PROPERTIES Component ID Gross Area (in2) Net Area (in2) Individual Inertia (in4) Moment of Inertia (in4)Threads/in Pole 30"ø x 0.375" (Round)34.9007 --3830.43 - Bolt Group Original (36) 0.75"ø 0.4418 0.3345 0.0089 1596.17 10.0 REACTION DISTRIBUTION Component ID Moment Mu (k-ft) Axial Load Pu (k) Shear Vu (k)Moment Factor Pole 30"ø x 0.375" (Round)127.0 9.22 5.51 1.000 Bolt Group Original (36) 0.75"ø 127.0 -5.51 1.000 UPPER FLANGE PLATE BEND LINE ANALYSIS @ 30 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter:30.12 in Flat Width:0.263 in Neutral Axis:130 ° Point-to-Point Diameter:30.12 in Flat Radians:0.017 rad Bend Line Limits: 3.433 to 4.246 rad Orientation Offset:-º Bend Line Chord Length (in) Additional Length (in) Section Modulus (in3) Applied Moment Mu (k-in) Moment Capacity ФMn (k-in) Flexure Result Mu/ФMn Flats 17.246 0.00 11.385 19.5 368.9 5.3% Corners 17.246 0.00 11.385 19.5 368.9 5.3% Circumferential 18.906 0.00 12.481 32.3 404.4 8.0% PLASTIC FLANGE BOLT ANALYSIS Class Group Quantity Bolt Diameter (in) Applied Axial Load Pu (k) Applied Shear Load Vu (k) Compressive Capacity ФPn (k)Interaction Result Original 36 0.75 4.6 0.2 30.1 16.4% 2210 3%4 S Ritchey St # WCC018/5/2024 ASSET:300743, Crazy Horse CA CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:13716774 Task ID: 533628 Page 1 of 2 5/17/2024 11:38:19 PIER FOUNDATION ANALYSIS GLOBAL REACTIONS Moment (k-ft)Axial (k)Shear (k) 321.62 16.24 6.87 FOUNDATION PARAMETERS Pier Diameter:D 6.00 ft Pier Embedment Depth:L-h 23.0 ft Pier Height above Grade:h 0.50 ft Concrete Compressive Strength:3,000 psi Vertical Rebar:(16) #8 bars [60 ksi] Tie Rebar: s #4 bars @ 12.0" c/c [40 ksi] Rebar Clear Cover:3.00 in SOIL PARAMETERS Water Table Depth [BGL]:GW 12 ft Layer Depth (ft)Unit Weight Cohesion Friction Angle Ultimate Skin Friction Ultimate Net Bearing Top Bottom pcf psf °psf psf 0 5 105 0 0 0 0 5 8 126 511 0 268 0 8 10 126 0 28 257 0 10 10.5 113 439 0 232 0 10.5 12.9 113 1,294 0 628 0 12.9 15 113 1,294 0 628 0 15 20 124 4,119 0 2,035 0 20 25 123 4,067 0 2,020 56,880 SOIL STRENGTH ANALYSIS Volume of Concrete (ft3) Buoyant Weight of Concrete (k) Skin Friction Resistance (k) Inflection Point [BGL] (ft) 664.45 80.26 386.32 17.64 SOIL MOMENT ANALYSIS Total Lateral Resistance (k) Moment at Inflection Point, Mu (k-ft) Additional Resistance (k-ft) Nominal Moment Capacity, ФMn (k-ft) Soil Moment Usage, Mu / ФMn 2,101.29 446.25 0.00 5,433.92 8.2% SOIL COMPRESSION ANALYSIS Compressive Bearing Resistance (k) Compressive Force, Pu (k) Additional Resistance (k) Nominal Compressive Capacity, ФPn (k) Soil Compressive Usage, Pu / ФPn 1,608.24 41.38 0.00 1,495.92 2.8% 2210 3%4 S Ritchey St # WCC018/5/2024 ASSET:300743, Crazy Horse CA CODE:ANSI/TIA-222-H CUSTOMER:VERIZON WIRELESS PROJECT:13716774 Task ID: 533628 Page 2 of 2 5/17/2024 11:38:19 REINFORCING STEEL STRENGTH ANALYSIS Rebar Cage Diameter (in) Steel Elastic Modulus, E (ksi) Strength Bending/Tension Reduction Factor, Фb Strength Shear Reduction Factor, Фv Strength Compression Reduction Factor, Фc 64 29,000 0.9 0.75 0.65 PIER REINFORCING MOMENT ANALYSIS Design Moment, Mu (k-ft) Nominal Moment Capacity, ФbMn (k-ft)Bending Reinforcement Ratio Pier Rebar Flexure Usage, Mu/ФbMn 325.19 1,786.98 0.00 18.2% PIER REINFORCING COMPRESSION ANALYSIS Buoyant Weight of Concrete (k) Design Compression, Pu (k) Nominal Compressive Capacity, ФpPn (k) Pier Rebar Compressive Usage, Pu / ФpPn 80.26 41.38 5,776.42 0.7% PIER REINFORCING SHEAR ANALYSIS Design Shear, Vu (k) Nominal Shear Capacity, ФvVn (k) Pier Rebar Shear Usage, Vu / ФvVn 43.70 392.78 11.1% 2210 3%4 S Ritchey St # WCC018/5/2024