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Home My WebLink About2210 3%4 N Grand Ave WCC02 - PlanJacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. EXP. 09/30/23 O IE 84392 VA S AN SMN.ULL T-1 SHEET INDEX DIRECTIONS SITE INFORMATION 11"x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED GENERAL NOTES SITE PHOTO SCOPE OF WORK · · · · · · · · · · · · · · · · · · UNDERGROUND SERVICE ALERT UTILITY NOTIFICATION CENTER OF CALIFORNIA (800) 422-4133 WWW.CALIFORNIA811.ORG PROJECT DIRECTORY VICINITY MAP DISH WIRELESS L.L.C. SITE ID: LSSNA01039A DISH WIRELESS L.L.C. SITE ADDRESS: 2210 3/4 N GRAND AVE, # WCC02 SANTA ANA, CA 92705 DISH WIRELESS L.L.C. SITE NAME: TRINITY SCE SITE NAME: LAVETA SUBSTATION CALIFORNIA - CODE COMPLIANCE Bldg# 101112665 Approved by Building WLee Planning FArias Issued 07/31/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. LS-1 1 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. LS-2 1 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. LS-3 1 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. LS-4 1 2210 3-4 N Grand WCC02 - 10111268508/01/23 1 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. EXP. 09/30/23 O IE 84392 VA S AN SMN.ULL A-1.1 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. EXP. 09/30/23 O IE 84392 VA S AN SMN.ULL A-1.2 31 2 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. EXP. 09/30/23 O IE 84392 VA S AN SMN.ULL A-2.1 1 2 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. EXP. 09/30/23 O IE 84392 VA S AN SMN.ULL A-2.2 1 2 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. EXP. 09/30/23 O IE 84392 VA S AN SMN.ULL A-2.3 1 2 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. EXP. 09/30/23 O IE 84392 VA S AN SMN.ULL A-2.4 1 2 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. EXP. 09/30/23 O IE 84392 VA S AN SMN.ULL A-3 1 3 42 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. EXP. 09/30/23 O IE 84392 VA S AN SMN.ULL A-4 1 4 7 2 5 8 3 6 9 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. EXP. 09/30/23 O IE 84392 VA S AN SMN.ULL A-5 1 4 7 2 5 8 3 6 9 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. EXP. 09/30/23 O IE 84392 VA S AN SMN.ULL A-6 1 4 7 2 5 8 3 6 9 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. EXP. 09/30/23 O IE 84392 VA S AN SMN.ULL A-7 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. EXP. 09/30/23 O IE 84392 VA S AN SMN.ULL A-8 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. EXP. 09/30/23 O IE 84392 VA S AN SMN.ULL A-9 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. E-1 31 2 C84392 EXP. 09/30/21 C84392 EXP. 09/30/21 05-12- 11 Exp. 06-30-24 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. E-2 2 1 32 1 3 AMPS POLES 15/1 2 # 12, 1 # 12G PANEL NAME LOCATION EQUIPMENT PLATFORM WIRE & CONDUIT TYPE R DESCRIPTION KVA 0.18 INTERNAL GFCI CKT 1 VOLTAGE: 240/120 1Ø MAIN C/B: 200 AMPS BUS RATING: 200 AMPS MOUNTING/ENCLOSURE: SURFACE/NEMA 3R AVAIL. FAULT CURRENT: SHORT CIRCUIT RATING: 65,000 / 10,000 SERIES RATED A 2.18 B CKT 2 KVA 2.00 AMPS POLES 30/2SEE ONE LINE WIRE & CONDUITTYPE EQ DESCRIPTION RECTIFIER 15/1 SEE ONE LINE R 0.18 CONVENIENCE OUTLET 3 2.00SPACE5 R SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE 7 9 11 13 15 17 19 21 23 2.00 2.00 4 2.00 EQ 6 2.00 30/2SEE ONE LINEEQRECTIFIER 8 2.00 EQ 10 2.00 30/2SEE ONE LINEEQRECTIFIER 12 2.00 EQ 14 2.00 EQ 16 2.00 EQ 18 20 22 SPACE 24 SPACE 8.2 2.18 2.00 2.00 2.00 8.2 KVAPHASED LOAD TOTAL CONNECTED LOAD TOTAL DEMAND LOAD 16.4 kVA 16.4 kVA 68 A 68 A LOAD TYPE L R DESCRIPTION CONN. LOAD KVA AMPS DEMAND FACTOR DESIGN LOAD KVA AMPS M H AC EQ E LIGHTING RECEPTACLE MOTOR HEATING HVAC EQUIPMENT EXISTING 0.0 0.4 0.0 0.0 0.0 16.0 0.0 0.0 1.5 0.0 0.0 0.0 66.7 0.0 1.25 NEC NEC 1.00 1.00 1.00 1.25 0.0 0.4 0.0 0.0 0.0 16.0 0.0 0.0 1.5 0.0 0.0 0.0 66.7 0.0 *ALL EQUIPMENT LOADS CONSIDERED CONTINUOUS LOADS SPACE SPACE 30/2SEE ONE LINERECTIFIER C84392 EXP. 09/30/21 C84392 EXP. 09/30/21 05-12- 11 Exp. 06-30-24 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. G-1 ” 1 C84392 EXP. 09/30/21 C84392 EXP. 09/30/21 05-12- 11 Exp. 06-30-24 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. G-2 21 3 4 C84392 EXP. 09/30/21 C84392 EXP. 09/30/21 05-12- 11 Exp. 06-30-24 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. G-3 1 4 7 2 5 8 3 6 9 C84392 EXP. 09/30/21 C84392 EXP. 09/30/21 05-12- 11 Exp. 06-30-24 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. EXP. 09/30/23 O IE 84392 VA S AN SMN.ULL RF-1 1 2 3 4 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. EXP. 09/30/23 O IE 84392 VA S AN SMN.ULL GN-1 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. EXP. 09/30/23 O IE 84392 VA S AN SMN.ULL GN-2 LSSNA01039ALSSNA01039A LSSNA01039A LSSNA01039A 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. EXP. 09/30/23 O IE 84392 VA S AN SMN.ULL GN-3 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. EXP. 09/30/23 O IE 84392 VA S AN SMN.ULL GN-4 · · · · · · · 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. EXP. 09/30/23 O IE 84392 VA S AN SMN.ULL GN-5 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. EXP. 09/30/23 O IE 84392 VA S AN SMN.ULL S-1 2210 3-4 N Grand WCC02 - 10111268508/01/23 Jacobs Telecommunications, Inc. 5449 BELLS FERRY ROAD ACWORTH, GA 30102 Challenging today. Reinventing tomorrow. EXP. 09/30/23 O IE 84392 VA S AN SMN.ULL S-2 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 2210 3-4 N Grand WCC02 - 10111268508/01/23 Date: April 4, 2023 Subject:Mount Analysis Report Carrier Designation:DISH Network 5G Carrier Site Number: Carrier Site Name: Crown Castle Designation:Crown Castle BU Number: Crown Castle Site Name: Crown Castle JDE Job Number: Crown Castle Order Number: Engineering Firm Designation:Infinigy Report Designation: Infinigy 500 West Office Center Drive, Suite 150 Fort Washington, PA 19034 (518) 690-0790 structural@infinigy.com LSSNA01039A CA-CCI-T-825183 825183 LA3642 SCE LaVeta Sub CS 663609 564887 Rev.3 1039-Z0001-B Site Data:2210 ¾ N. Grand Avenue #WCC02, Santa Ana, Orange County, CA, 92705 Latitude 33°45’59.26” Longitude -117°51’7.80” Structure Information:Tower Height & Type:59.0 ft Monopole Mount Elevation:45.0 ft Mount Type:7.0 ft T-Arm Infinigy is pleased to submit this “Mount Analysis Report” to determine the structural integrity of DISH Network’s antenna mounting system with the proposed appurtenance and equipment addition on the abovementioned supporting tower structure. Analysis of the existing supporting tower structure is to be completed by others and therefore is not part of this analysis. Analysis of the antenna mounting system as a tie-off point for fall protection or rigging is not part of this document. The purpose of the analysis is to determine acceptability of the mount stress level. Based on our analysis we have determined the mount stress level to be: T-Arm Sufficient *See Section 4.1 of this report for the loading and structural modifications required in order for the mount to support the loading listed in Table 1. This analysis utilizes an ultimate 3-second gust wind speed of 95 mph as required by the 2022 California Building Code. Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria. Mount analysis prepared by: Hector Rodriguez Respectfully Submitted by: Emmanuel Poulin, P.E. structural@infinigy.com 4/4/23 Exp. 6/30/24 2210 3-4 N Grand WCC02 - 10111268508/01/23 April 4, 2023 7.0 ft T-Arm Mount Analysis CCI BU No 825183 Order 564887, Revision 3 Page 2 ENG-FRM-10208, Rev. E TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration 3) ANALYSIS PROCEDURE Table 2 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 3 - Mount Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A Wire Frame and Rendered Models 6) APPENDIX B Software Input Calculations 7) APPENDIX C Software Analysis Output 8) APPENDIX D Additional Calculations 9) APPENDIX E Mount Modification Design Drawings (MDD) / Supplemental Drawings 2210 3-4 N Grand WCC02 - 10111268508/01/23 April 4, 2023 7.0 ft T-Arm Mount Analysis CCI BU No 825183 Order 564887, Revision 3 Page 3 ENG-FRM-10208, Rev. E 1) INTRODUCTION This is a proposed 3 sector 7.0 ft T-Arm, designed by Commscope. 2) ANALYSIS CRITERIA Building Code: 2021 IBC / 2022 CBC TIA-222 Revision: TIA-222-H Risk Category: II Ultimate Wind Speed: 95 mph Exposure Category: C Topographic Factor at Base: 1.0 Topographic Factor at Mount: 1.0 Seismic Ss: 1.318 Seismic S1 : 0.470 Live Loading Wind Speed: 30 mph Man Live Load at Mid/End-Points: 250 lb Man Live Load at Mount Pipes: 500 lb Table 1 - Proposed Equipment Configuration Mount Centerline (ft) Antenna Centerline (ft) Number of Antennas Antenna Manufacturer Antenna Model Mount / Modification Details 45.0 45.0 3 JMA WIRELESS MX08FRO665-21 7.0 ft T-Arm (Commscope MC-K6MHDX-9-96) 3 FUJITSU TA08025-B604 3 FUJITSU TA08025-B605 1 RAYCAP RDIDC-9181-PF-48 2210 3-4 N Grand WCC02 - 10111268508/01/23 April 4, 2023 7.0 ft T-Arm Mount Analysis CCI BU No 825183 Order 564887, Revision 3 Page 4 ENG-FRM-10208, Rev. E 3) ANALYSIS PROCEDURE Table 2 - Documents Provided Document Remarks Reference Source Crown Application DISH Wireless Application 564887 Rev.3 CCI Sites Mount Manufacturer Drawings Commscope MC-K6MHDX-9-96 Infinigy 3.1) Analysis Method RISA-3D (Version 17.0.4), a commercially available analysis software package, was used to create a three- dimensional model of the antenna mounting system and calculate member stresses for various loading cases. Infinigy Mount Analysis Tool V2.3.4, a tool internally developed by Infinigy, was used to calculate wind loading on all appurtenances, dishes and mount members for various loading cases. Selected output from the analysis is included in Appendix B “Software Input Calculations”. This analysis was performed in accordance with Crown Castle’s ENG-SOW-10208 Mount Analysis (Revision E). 3.2) Assumptions 1) The antenna mounting system was properly fabricated, installed and maintained in good condition in accordance with its original design and manufacturer's specifications. 2) The configuration of antennas, mounts, and other appurtenances are as specified in Table 1 and the referenced drawings. 3) 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. 4) The analysis will be required to be revised if the existing conditions in the field differ from those shown in the above-referenced documents or assumed in this analysis. No allowance was made for any damaged, missing, or rusted members. 5) Prior structural modifications to the tower mounting system are assumed to be installed as shown per available data. 6) Steel grades have been assumed as follows, unless noted otherwise: Channel, Solid Round, Angle, Plate ASTM A36 (GR 36) HSS (Rectangular) ASTM A500 (GR B-46) Pipe ASTM A53 (GR 35) Connection Bolts ASTM A325 This analysis may be affected if any assumptions are not valid or have been made in error. Infinigy should be notified to determine the effect on the structural integrity of the antenna mounting system. 2210 3-4 N Grand WCC02 - 10111268508/01/23 April 4, 2023 7.0 ft T-Arm Mount Analysis CCI BU No 825183 Order 564887, Revision 3 Page 5 ENG-FRM-10208, Rev. E 4) ANALYSIS RESULTS Table 3 - Mount Component Stresses vs. Capacity (T-Arm, Worst Case Sector) Notes Component Critical Member Centerline (ft) % Capacity Pass / Fail 1,2 Mount Pipe(s) MP2 45.0 21.5 Pass Horizontal(s) H1 42.8 Pass Standoff(s) S1 28.2 Pass Mount Connection(s) --31.4 Pass Structure Rating (max from all components) =42.8% Notes: 1) See additional documentation in "Appendix C - Software Analysis Output" for calculations supporting the % capacity consumed. 2) See additional documentation in “Appendix D – Additional Calculations” for detailed mount connection calculations. 4.1) Recommendations The mount has sufficient capacity to carry the proposed loading configuration. In order for the results of the analysis to be considered valid, the proposed mount listed below must be installed. 1. Commscope MC-K6MHDX-9-96 No structural modifications are required at this time, provided that the above-listed changes are implemented. 2210 3-4 N Grand WCC02 - 10111268508/01/23 April 4, 2023 7.0 ft T-Arm Mount Analysis CCI BU No 825183 Order 564887, Revision 3 Page 6 ENG-FRM-10208, Rev. E APPENDIX A WIRE FRAME AND RENDERED MODELS 2210 3-4 N Grand WCC02 - 10111268508/01/23 Infinigy Engineering AM 1039-Z0001-B 825183 Wireframe July 15, 2022 at 9:36 AM 825183_loaded.r3d N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 N12 N19 N20 N22 N23 N24 N18 Y XZ 2210 3-4 N Grand WCC02 - 10111268508/01/23 Infinigy Engineering AM 1039-Z0001-B 825183 Rendered July 15, 2022 at 9:36 AM 825183_loaded.r3d Y XZ 2210 3-4 N Grand WCC02 - 10111268508/01/23 April 4, 2023 7.0 ft T-Arm Mount Analysis CCI BU No 825183 Order 564887, Revision 3 Page 7 ENG-FRM-10208, Rev. E APPENDIX B SOFTWARE INPUT CALCULATIONS 2210 3-4 N Grand WCC02 - 10111268508/01/23 Program Inputs Infinigy Load Calculator V2.3.4 2018 IBC TIA-222-H ASCE 7-16 II 95 mph C N/A mph No Ice Wind No Ice 175.58 ft *Rev H No Ice in 46.663 psf 27.998 psf 2.792 psf 3 45.00 ft 59.00 ft 1.318 g 0.470 g 1.054 0.075 1.200 N/A ft 2.400 N/A ft 3.000 N/A ft 2.000 1.000 0.527 0.950 225.210 lb 0.994 *Rev H Only 118.731 lb 1.000 *Rev H Only 118.731 lb 1.000 47.492 lb * 1.032 *For reference only. Per TIA rev H section 16.7, Ev is not applicable to mounts 1.000 0.900 1.070 (Mount Elev) FACTORS Rooftop Speed-Up (Ks): SEISMIC DATA Seismic Response Co. (Cs): 1-Second Design (SD1): Short-Period Design (SDS): 1-Second Accel. (S1): Short-Period Accel. (Ss): Amplification Factor (As): Tower Height AGL: Centerline AGL: Topo Feature: TOPOGRAPHIC DATA Round Pressure: TIA Standard: Base Ice Thickness (ti): Design Wind (V): Crest Height: Ice Wind Pressure: Radial Ice Thickness (tiz): Flat Pressure: Risk Category: Ultimate Wind (Vult): SITE INFORMATION N/A MOUNT INFORMATION Num Sectors: Mount Type:T-Arm Gust Effect Factor (Gh): Velocity Pressure Co.(Kz): Shielding Factor (Ka): Topographic Factor (Kzt): Ground Ele. Factor (Ke): Directionality Fact. (Kd): Height Esc. Fact. (Kiz): Vert. Seismic Load (Ev): Hor. Seismic Load (Eh): Total App. Weight: Total Shear Force (Vs): Exposure Category: Response Mod. Coeff. (R): Seismic Importance (Ie): Short-Period Coeff. (Fa): Topo Factor Procedure: Method 1, Category 1 Ice Wind (Vice): Crest Distance: Slope Distance:1-Second Coeff. (Fv): Ground Elevation: Building Code: ASCE Standard: CODE STANDARDS WIND AND ICE DATA Site Class: D - Stiff Soil (Assumed) PROJECT INFORMATION Engineer: Carrier: Site Name: Alex Mercado DISH Network LA3642 SCE LaVeta Sub CS 7/15/2022825183_LA3642 SCE LaVeta Sub CS 2210 3-4 N Grand WCC02 - 10111268508/01/23 Program Inputs Infinigy Load Calculator V2.3.4 Elevation Qty. Height (in) Width (in) Depth (in) Weight (lbs) EPAN (ft2) EPAT (ft2)Member (α sector) 45.0 3 72.00 20.00 8.00 64.50 8.01 3.21 MP2 45.0 3 14.96 15.75 7.87 63.90 1.96 0.98 MP2 45.0 3 14.96 15.75 9.06 74.96 1.96 1.13 MP2 45.0 1 16.57 14.57 8.46 21.85 2.01 1.17 MP2 APPURTENANCE INFORMATION RAYCAP RDIDC-9181-PF-48 FUJITSU TA08025-B605 FUJITSU TA08025-B604 JMA WIRELESS MX08FRO665-21 Appurtenance Name ELEVATION VIEW PLAN VIEW MP1MP3 MP2 7/15/2022825183_LA3642 SCE LaVeta Sub CS 2210 3-4 N Grand WCC02 - 10111268508/01/23 ASCE 7 Hazards Report Address: No Address at This Location Standard: ASCE/SEI 7-16 Risk Category: II Soil Class: D - Default (see Section 11.4.3) Elevation: 175.58 ft (NAVD 88) Latitude: Longitude: 33.766461 -117.852167 Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph Data Source:ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed:Fri Jul 15 2022 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 3 https://asce7hazardtool.online/ Fri Jul 15 2022 2210 3-4 N Grand WCC02 - 10111268508/01/23 SS :1.318 S1 :0.47 F a :1.2 F v :N/A SMS :1.582 SM1 :N/A SDS :1.054 SD1 :N/A T L :8 PGA :0.553 PGA M :0.664 F PGA :1.2 Ie :1 C v :1.364 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Default (see Section 11.4.3) USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Fri Jul 15 2022 Page 2 of 3 https://asce7hazardtool.online/ Fri Jul 15 2022 2210 3-4 N Grand WCC02 - 10111268508/01/23 Ice Results: Data Source: Date Accessed: Ice Thickness: 0 in. Concurrent Temperature: 25 F Gust Speed 30 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Fri Jul 15 2022 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. Page 3 of 3 https://asce7hazardtool.online/ Fri Jul 15 2022 2210 3-4 N Grand WCC02 - 10111268508/01/23 April 4, 2023 7.0 ft T-Arm Mount Analysis CCI BU No 825183 Order 564887, Revision 3 Page 8 ENG-FRM-10208, Rev. E APPENDIX C SOFTWARE ANALYSIS OUTPUT 2210 3-4 N Grand WCC02 - 10111268508/01/23 Company : Infinigy Engineering July 15, 2022 9:35 AMDesigner : AM Job Number : 1039-Z0001-B Checked By:_____ Model Name : 825183 Member Primary Data Label I Joint J Joint K Joint Rotate(d...Section/Shape Type Design List Material Design Ru... 1 S1 N1 N2 Standoff Beam Tube A500 Gr.... Typical 2 H1 N3 N4 Horizontal Beam Pipe A53 Gr.B Typical 3 M3 N6 N5 Pivot Pipe Column Pipe A53 Gr.B Typical 4 MP1 N12 N10 Mount Pipes Column Pipe A53 Gr.B Typical 5 MP3 N11 N9 Mount Pipes Column Pipe A53 Gr.B Typical 6 M6 N19 N7 RIGID None None RIGID Typical 7 M7 N20 N8 RIGID None None RIGID Typical 8 MP2 N23 N22 Mount Pipes Column Pipe A53 Gr.B Typical 9 M9 N24 N2 RIGID None None RIGID Typical Material Takeoff Material Size Pieces Length[in]Weight[K] 1 General 2 RIGID 3 12 0 3 Total General 3 12 0 4 5 Hot Rolled Steel 6 A500 Gr.B Rect HSS4X4X4 1 36 .037 7 A53 Gr.B PIPE_2.5 3 288 .131 8 A53 Gr.B PIPE_3.0 1 84 .049 9 A53 Gr.B PIPE_4.0 1 18 .015 10 Total HR Steel 6 426 .233 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distribut...Area(M... Surface(Plate/Wall) 1 Self Weight DL -1 5 2 Wind Load AZI 0 WLZ 10 3 Wind Load AZI 30 None 10 4 Wind Load AZI 60 None 10 5 Wind Load AZI 90 WLX 10 6 Wind Load AZI 120 None 10 7 Wind Load AZI 150 None 10 8 Wind Load AZI 180 None 10 9 Wind Load AZI 210 None 10 10 Wind Load AZI 240 None 10 11 Wind Load AZI 270 None 10 12 Wind Load AZI 300 None 10 13 Wind Load AZI 330 None 10 14 Distr. Wind Load Z WLZ 9 15 Distr. Wind Load X WLX 9 31 Seismic Load Z ELZ -1.582 5 32 Seismic Load X ELX -1.582 5 33 Service Live Loads LL 1 34 Maintenance Load ... LL 1 35 Maintenance Load ... LL 1 36 Maintenance Load ... LL 1 Load Combinations Description Solve PDelta SRSS BLC Factor BLC Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 1 1.4DL Yes Y 1 1.4 2 1.2DL + 1WL AZI 0 Yes Y 1 1.2 2 1 14 1 15 RISA-3D Version 17.0.4 Page 1 [I:\...\...\...\...\...\Structural\2022.07.08 - MA\Report\RISA\825183_loaded.r3d] 2210 3-4 N Grand WCC02 - 10111268508/01/23 Company : Infinigy Engineering July 15, 2022 9:35 AMDesigner : AM Job Number : 1039-Z0001-B Checked By:_____ Model Name : 825183 Load Combinations (Continued) Description Solve PDelta SRSS BLC Factor BLC Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 3 1.2DL + 1WL AZI 30 Yes Y 1 1.2 3 1 14 .866 15 .5 4 1.2DL + 1WL AZI 60 Yes Y 1 1.2 4 1 14 .5 15 .866 5 1.2DL + 1WL AZI 90 Yes Y 1 1.2 5 1 14 15 1 6 1.2DL + 1WL AZI 120 Yes Y 1 1.2 6 1 14 -.5 15 .866 7 1.2DL + 1WL AZI 150 Yes Y 1 1.2 7 1 14 -.8...15 .5 8 1.2DL + 1WL AZI 180 Yes Y 1 1.2 8 1 14 -1 15 9 1.2DL + 1WL AZI 210 Yes Y 1 1.2 9 1 14 -.8...15 -.5 10 1.2DL + 1WL AZI 240 Yes Y 1 1.2 10 1 14 -.5 15 -.8... 11 1.2DL + 1WL AZI 270 Yes Y 1 1.2 11 1 14 15 -1 12 1.2DL + 1WL AZI 300 Yes Y 1 1.2 12 1 14 .5 15 -.8... 13 1.2DL + 1WL AZI 330 Yes Y 1 1.2 13 1 14 .866 15 -.5 14 0.9DL + 1WL AZI 0 Yes Y 1 .9 2 1 14 1 15 15 0.9DL + 1WL AZI 30 Yes Y 1 .9 3 1 14 .866 15 .5 16 0.9DL + 1WL AZI 60 Yes Y 1 .9 4 1 14 .5 15 .866 17 0.9DL + 1WL AZI 90 Yes Y 1 .9 5 1 14 15 1 18 0.9DL + 1WL AZI 120 Yes Y 1 .9 6 1 14 -.5 15 .866 19 0.9DL + 1WL AZI 150 Yes Y 1 .9 7 1 14 -.8...15 .5 20 0.9DL + 1WL AZI 180 Yes Y 1 .9 8 1 14 -1 15 21 0.9DL + 1WL AZI 210 Yes Y 1 .9 9 1 14 -.8...15 -.5 22 0.9DL + 1WL AZI 240 Yes Y 1 .9 10 1 14 -.5 15 -.8... 23 0.9DL + 1WL AZI 270 Yes Y 1 .9 11 1 14 15 -1 24 0.9DL + 1WL AZI 300 Yes Y 1 .9 12 1 14 .5 15 -.8... 25 0.9DL + 1WL AZI 330 Yes Y 1 .9 13 1 14 .866 15 -.5 26 1.2D + 1.0Di Yes Y 1 1.2 16 1 27 1.2D + 1.0Di +1.0Wi A... Yes Y 1 1.2 16 1 17 1 29 1 30 28 1.2D + 1.0Di +1.0Wi A... Yes Y 1 1.2 16 1 18 1 29 .866 30 .5 29 1.2D + 1.0Di +1.0Wi A... Yes Y 1 1.2 16 1 19 1 29 .5 30 .866 30 1.2D + 1.0Di +1.0Wi A... Yes Y 1 1.2 16 1 20 1 29 30 1 31 1.2D + 1.0Di +1.0Wi A... Yes Y 1 1.2 16 1 21 1 29 -.5 30 .866 32 1.2D + 1.0Di +1.0Wi A... Yes Y 1 1.2 16 1 22 1 29 -.8...30 .5 33 1.2D + 1.0Di +1.0Wi A... Yes Y 1 1.2 16 1 23 1 29 -1 30 34 1.2D + 1.0Di +1.0Wi A... Yes Y 1 1.2 16 1 24 1 29 -.8...30 -.5 35 1.2D + 1.0Di +1.0Wi A... Yes Y 1 1.2 16 1 25 1 29 -.5 30 -.8... 36 1.2D + 1.0Di +1.0Wi A... Yes Y 1 1.2 16 1 26 1 29 30 -1 37 1.2D + 1.0Di +1.0Wi A... Yes Y 1 1.2 16 1 27 1 29 .5 30 -.8... 38 1.2D + 1.0Di +1.0Wi A... Yes Y 1 1.2 16 1 28 1 29 .866 30 -.5 39 (1.2 + 0.2Sds)DL + 1.0... Yes Y 1 1.411 31 1 32 40 (1.2 + 0.2Sds)DL + 1.0... Yes Y 1 1.411 31 .866 32 .5 41 (1.2 + 0.2Sds)DL + 1.0... Yes Y 1 1.411 31 .5 32 .866 42 (1.2 + 0.2Sds)DL + 1.0... Yes Y 1 1.411 31 32 1 43 (1.2 + 0.2Sds)DL + 1.0... Yes Y 1 1.411 31 -.5 32 .866 44 (1.2 + 0.2Sds)DL + 1.0... Yes Y 1 1.411 31 -.8...32 .5 45 (1.2 + 0.2Sds)DL + 1.0... Yes Y 1 1.411 31 -1 32 46 (1.2 + 0.2Sds)DL + 1.0... Yes Y 1 1.411 31 -.8...32 -.5 47 (1.2 + 0.2Sds)DL + 1.0... Yes Y 1 1.411 31 -.5 32 -.8... 48 (1.2 + 0.2Sds)DL + 1.0... Yes Y 1 1.411 31 32 -1 49 (1.2 + 0.2Sds)DL + 1.0... Yes Y 1 1.411 31 .5 32 -.8... 50 (1.2 + 0.2Sds)DL + 1.0... Yes Y 1 1.411 31 .866 32 -.5 51 (0.9 - 0.2Sds)DL + 1.0... Yes Y 1 .689 31 1 32 52 (0.9 - 0.2Sds)DL + 1.0... Yes Y 1 .689 31 .866 32 .5 53 (0.9 - 0.2Sds)DL + 1.0... Yes Y 1 .689 31 .5 32 .866 54 (0.9 - 0.2Sds)DL + 1.0... Yes Y 1 .689 31 32 1 55 (0.9 - 0.2Sds)DL + 1.0... Yes Y 1 .689 31 -.5 32 .866 56 (0.9 - 0.2Sds)DL + 1.0... Yes Y 1 .689 31 -.8...32 .5 57 (0.9 - 0.2Sds)DL + 1.0... Yes Y 1 .689 31 -1 32 58 (0.9 - 0.2Sds)DL + 1.0... Yes Y 1 .689 31 -.8...32 -.5 59 (0.9 - 0.2Sds)DL + 1.0... Yes Y 1 .689 31 -.5 32 -.8... RISA-3D Version 17.0.4 Page 2 [I:\...\...\...\...\...\Structural\2022.07.08 - MA\Report\RISA\825183_loaded.r3d] 2210 3-4 N Grand WCC02 - 10111268508/01/23 Company : Infinigy Engineering July 15, 2022 9:35 AMDesigner : AM Job Number : 1039-Z0001-B Checked By:_____ Model Name : 825183 Load Combinations (Continued) Description Solve PDelta SRSS BLC Factor BLC Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 60 (0.9 - 0.2Sds)DL + 1.0... Yes Y 1 .689 31 32 -1 61 (0.9 - 0.2Sds)DL + 1.0... Yes Y 1 .689 31 .5 32 -.8... 62 (0.9 - 0.2Sds)DL + 1.0... Yes Y 1 .689 31 .866 32 -.5 63 1.0DL + 1.5LL + 1.0SW... Yes Y 1 1 2 .399 14 .399 15 33 1.5 64 1.0DL + 1.5LL + 1.0SW... Yes Y 1 1 3 .399 14 .345 15 .199 33 1.5 65 1.0DL + 1.5LL + 1.0SW... Yes Y 1 1 4 .399 14 .199 15 .345 33 1.5 66 1.0DL + 1.5LL + 1.0SW... Yes Y 1 1 5 .399 14 15 .399 33 1.5 67 1.0DL + 1.5LL + 1.0SW... Yes Y 1 1 6 .399 14 -.1...15 .345 33 1.5 68 1.0DL + 1.5LL + 1.0SW... Yes Y 1 1 7 .399 14 -.3...15 .199 33 1.5 69 1.0DL + 1.5LL + 1.0SW... Yes Y 1 1 8 .399 14 -.3...15 33 1.5 70 1.0DL + 1.5LL + 1.0SW... Yes Y 1 1 9 .399 14 -.3...15 -.1...33 1.5 71 1.0DL + 1.5LL + 1.0SW... Yes Y 1 1 10 .399 14 -.1...15 -.3...33 1.5 72 1.0DL + 1.5LL + 1.0SW... Yes Y 1 1 11 .399 14 15 -.3...33 1.5 73 1.0DL + 1.5LL + 1.0SW... Yes Y 1 1 12 .399 14 .199 15 -.3...33 1.5 74 1.0DL + 1.5LL + 1.0SW... Yes Y 1 1 13 .399 14 .345 15 -.1...33 1.5 75 1.2DL + 1.5LL Yes Y 1 1.2 33 1.5 76 1.2DL + 1.5LM-MP1 + ... Yes Y 1 1.2 34 1.5 2 .1 14 .1 15 77 1.2DL + 1.5LM-MP1 + ... Yes Y 1 1.2 34 1.5 3 .1 14 .086 15 .05 78 1.2DL + 1.5LM-MP1 + ... Yes Y 1 1.2 34 1.5 4 .1 14 .05 15 .086 79 1.2DL + 1.5LM-MP1 + ... Yes Y 1 1.2 34 1.5 5 .1 14 15 .1 80 1.2DL + 1.5LM-MP1 + ... Yes Y 1 1.2 34 1.5 6 .1 14 -.05 15 .086 81 1.2DL + 1.5LM-MP1 + ... Yes Y 1 1.2 34 1.5 7 .1 14 -.0...15 .05 82 1.2DL + 1.5LM-MP1 + ... Yes Y 1 1.2 34 1.5 8 .1 14 -.1 15 83 1.2DL + 1.5LM-MP1 + ... Yes Y 1 1.2 34 1.5 9 .1 14 -.0...15 -.05 84 1.2DL + 1.5LM-MP1 + ... Yes Y 1 1.2 34 1.5 10 .1 14 -.05 15 -.0... 85 1.2DL + 1.5LM-MP1 + ... Yes Y 1 1.2 34 1.5 11 .1 14 15 -.1 86 1.2DL + 1.5LM-MP1 + ... Yes Y 1 1.2 34 1.5 12 .1 14 .05 15 -.0... 87 1.2DL + 1.5LM-MP1 + ... Yes Y 1 1.2 34 1.5 13 .1 14 .086 15 -.05 88 1.2DL + 1.5LM-MP2 + ... Yes Y 1 1.2 35 1.5 2 .1 14 .1 15 89 1.2DL + 1.5LM-MP2 + ... Yes Y 1 1.2 35 1.5 3 .1 14 .086 15 .05 90 1.2DL + 1.5LM-MP2 + ... Yes Y 1 1.2 35 1.5 4 .1 14 .05 15 .086 91 1.2DL + 1.5LM-MP2 + ... Yes Y 1 1.2 35 1.5 5 .1 14 15 .1 92 1.2DL + 1.5LM-MP2 + ... Yes Y 1 1.2 35 1.5 6 .1 14 -.05 15 .086 93 1.2DL + 1.5LM-MP2 + ... Yes Y 1 1.2 35 1.5 7 .1 14 -.0...15 .05 94 1.2DL + 1.5LM-MP2 + ... Yes Y 1 1.2 35 1.5 8 .1 14 -.1 15 95 1.2DL + 1.5LM-MP2 + ... Yes Y 1 1.2 35 1.5 9 .1 14 -.0...15 -.05 96 1.2DL + 1.5LM-MP2 + ... Yes Y 1 1.2 35 1.5 10 .1 14 -.05 15 -.0... 97 1.2DL + 1.5LM-MP2 + ... Yes Y 1 1.2 35 1.5 11 .1 14 15 -.1 98 1.2DL + 1.5LM-MP2 + ... Yes Y 1 1.2 35 1.5 12 .1 14 .05 15 -.0... 99 1.2DL + 1.5LM-MP2 + ... Yes Y 1 1.2 35 1.5 13 .1 14 .086 15 -.05 100 1.2DL + 1.5LM-MP3 + ... Yes Y 1 1.2 36 1.5 2 .1 14 .1 15 101 1.2DL + 1.5LM-MP3 + ... Yes Y 1 1.2 36 1.5 3 .1 14 .086 15 .05 102 1.2DL + 1.5LM-MP3 + ... Yes Y 1 1.2 36 1.5 4 .1 14 .05 15 .086 103 1.2DL + 1.5LM-MP3 + ... Yes Y 1 1.2 36 1.5 5 .1 14 15 .1 104 1.2DL + 1.5LM-MP3 + ... Yes Y 1 1.2 36 1.5 6 .1 14 -.05 15 .086 105 1.2DL + 1.5LM-MP3 + ... Yes Y 1 1.2 36 1.5 7 .1 14 -.0...15 .05 106 1.2DL + 1.5LM-MP3 + ... Yes Y 1 1.2 36 1.5 8 .1 14 -.1 15 107 1.2DL + 1.5LM-MP3 + ... Yes Y 1 1.2 36 1.5 9 .1 14 -.0...15 -.05 108 1.2DL + 1.5LM-MP3 + ... Yes Y 1 1.2 36 1.5 10 .1 14 -.05 15 -.0... 109 1.2DL + 1.5LM-MP3 + ... Yes Y 1 1.2 36 1.5 11 .1 14 15 -.1 110 1.2DL + 1.5LM-MP3 + ... Yes Y 1 1.2 36 1.5 12 .1 14 .05 15 -.0... 111 1.2DL + 1.5LM-MP3 + ... Yes Y 1 1.2 36 1.5 13 .1 14 .086 15 -.05 RISA-3D Version 17.0.4 Page 3 [I:\...\...\...\...\...\Structural\2022.07.08 - MA\Report\RISA\825183_loaded.r3d] 2210 3-4 N Grand WCC02 - 10111268508/01/23 Company : Infinigy Engineering July 15, 2022 9:35 AMDesigner : AM Job Number : 1039-Z0001-B Checked By:_____ Model Name : 825183 Envelope Joint Reactions Joint X [lb] LC Y [lb] LC Z [lb] LC MX [lb-ft] LC MY [lb-ft] LC MZ [lb-ft] LC 1 N1 max 724.541 54 1299.747 76 724.542 51 -499.47 57 2387.4 54 2260.331 78 2 min -724.541 48 315.692 57 -724.542 45 -4457.4...76 -2387.4 48 -2260.3...96 3 Totals:max 724.541 54 1299.747 76 724.542 51 4 min -724.541 48 315.692 57 -724.542 45 Envelope AISC 15th(360-16): LRFD Steel Code Checks Member Shape Code Check Loc[in] LC Shear Check Loc[in] Dir LC phi*... phi*... phi*... phi*... ... Eqn 1 H1 PIPE_3.0 .428 42 79 .082 42 77 5016...65205 5748...5748......H1-... 2 S1 HSS4X4X4 .282 0 86 .199 0 y 78 1343...1395...1618...1618......H1-... 3 MP2 PIPE_2.5 .215 48 45 .022 48 57 3003...50715 3596...3596...1 H1-... 4 MP1 PIPE_2.5 .020 48 45 .002 48 45 3003...50715 3596...3596......H1-... 5 MP3 PIPE_2.5 .020 48 45 .002 48 45 3003...50715 3596...3596......H1-... 6 M3 PIPE_4.0 .000 9 45 .000 9 45 9257...93240 1063...1063...1 H1-... RISA-3D Version 17.0.4 Page 4 [I:\...\...\...\...\...\Structural\2022.07.08 - MA\Report\RISA\825183_loaded.r3d] 2210 3-4 N Grand WCC02 - 10111268508/01/23 April 4, 2023 7.0 ft T-Arm Mount Analysis CCI BU No 825183 Order 564887, Revision 3 Page 9 ENG-FRM-10208, Rev. E APPENDIX D ADDITIONAL CALCUATIONS 2210 3-4 N Grand WCC02 - 10111268508/01/23 Bolt Calculation Tool, V1.6.2 Site Name: Site Number:Tensile Strength 20340.15 Connection Description:Shear Strength 13805.83 Max Tensile Usage 31.4% Max Shear Usage 13.2% Interaction Check (Max Usage)0.10 ≤1.05 (LC77 S1) Bolt Tension:6384.50 lbs Result Pass (LC42 S1) Bolt Shear:1820.74 lbs Torsional Slip Resistance 0.00 Bolt Tension:6384.50 lbs Sliding Resistance 0.00 Bolt Shear:59.71 lbs Torsional Slip Usage 0.0% Bolt Type:Bolt - Bolt Diameter:0.625 in Bolt Grade:A325 - # of Bolts:4 - Threads Excluded?No - I nodes of S1, Member Information Max bolt usage loads correspond to Load combination #77 on member S1 in RISA- 3D, which causes the maximum demand on the bolts. Mount to Tower MAX BOLT USAGE LOADS1 SLIP CHECK BOLT PROPERTIES ENVELOPE BOLT LOADS PROJECT DATA LA3642 SCE LaVeta Sub CS 825183 BOLT CHECK 1 2210 3-4 N Grand WCC02 - 10111268508/01/23 April 4, 2023 7.0 ft T-Arm Mount Analysis CCI BU No 825183 Order 564887, Revision 3 Page 10 ENG-FRM-10208, Rev. E APPENDIX E MOUNT MODIFICATION DESIGN DRAWINGS (MDD) / SUPPLEMENTAL DRAWINGS 2210 3-4 N Grand WCC02 - 10111268508/01/23 A B C 13 8 2 1 3DETAIL A SCALE 1 : 6 10 9 9 DETAIL B SCALE 1 : 65 7 6 11 10 DETAIL C SCALE 1 : 64 96'' 131.5'' 151.9'' REVISIONS REV. IPS DESCRIPTION BY DATE A 10539PC NEW RELEASED.XZ1054 3/11/2021 ITEM NO. PART NUMBER DESCRIPTION QTY. 1 MC-RM1550-3 12" - 50" OD RINGMOUNT 1 2 MT197.01 36" SINGLE SUPPORT ARM 3 3 MT197H HARDWARE KIT (NEXT ITEM)3 4 GB-0524A 5/8" X 2-1/2" GALV BOLT KIT (A325) 12 5 MT216.13 CENTER BRACKET 3 6 GUB-53560 5/8" X 3-5/8" X 6" GALV U-BOLT 6 7 GUB-5456 5/8" X 4-5/8" X 6½" GALV U-BOLT 6 8 MTC333912 84" X 3-1/2" OD PIPE 3 9 MT219H3501 3.5"OD Clamp Bracket 9 10 GUB-4352 1/2" X 3" X 5-1/4" GALV U-BOLT 18 11 GUB-4356 1/2" X 3-5/8" X 6" GALV U-BOLT 18 13 MT54696 2.875" O.D. X 96 PIPE 9 6 5 78 4 3 2 1 7 6 34 5 A B C D A B C D 12 lbs/in³ lbs in³ in² ± 1203.02 1 OF 2WIDTH LENGTH HEIGHT XZ1054 4265.23 VOLUME RE BCAMPBELLCON 03/19/2021AD ROGHANSONRW 03/16/2021 03/08/2021 COMMSCOPE, INC. OF NORTH CAROLINA T-ARM, MCK6, 3, 4” x 84” , 9, 2-7/8"x96 MC-K6MHDX-9-96 AAD00AAD00 INSL 10539PC DENSITY MASS 0.28 UN L E S S O T H E R W I S E S P E C I F I E D DI M E N S I O N S A R E I N I N C H E S IN T E R P R E T P E R A N S I Y 1 4 . 5 M - 1 9 9 4 CE Auth Group ECN DRAWING SHEETMODEL SCALE SIZE ANGLES .X ± .XX ± .XXX ± MATERIAL .12 .06 .03 2° D 3 PLACE 2 PLACE 1 PLACE REVISION TOLERANCES STATUSVERSION REVISIONSTATUSVERSION DOCUMENT NO. 1:32 N/A FINISH SURFACE AREA 35860.22 TITLENAME DATE SAP MATERIAL MASTER C 2021 CommScope, Inc. Confidential 8 NOTES: 1.0 GENERAL NOTES 1.1 ALL METRIC DIMENSIONS ARE IN BRACKETS. 2.0 DESIGN NOTES 2.1 FOR PATENT INFORMATION: HTTPS://WWW.CS-PAT.COM 3.0 MANUFACTURING/SPECIAL REQUIREMENTS 4.0 TEST 5.0 PACKAGING 5.1 PACKAGING SHALL MEET COMMSCOPE REQUIREMENTS PER DOCUMENT IS-PL-3005 1/32± FRACTIONS MC-K6MHDX-9-96 A36, A53 2210 3-4 N Grand WCC02 - 10111268508/01/23 40 1004 50.00 15.00 1270.0 381.0 11.50 292.196.00 2438.4 123 4 12 3 4 A C D D C A B NOTES: 2 OF 2 COMMSCOPE, INC. OF NORTH CAROLINA T-ARM, MCK6, 3, 4” x 84” , 9, 2-7/8"x96 MC-K6MHDX-9-96 AAD00 DRAWING SHEET SCALE SIZE C REVISIONSTATUSVERSION DOCUMENT NO. 1:32 TITLE C 2021 CommScope, Inc. Confidential B 2210 3-4 N Grand WCC02 - 10111268508/01/23