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HomeMy WebLinkAbout217 N Main St & 217 N 3%4 N Main St WCC01 - Plan Page | 1 Date: August 13, 2025 Subject: Mount Analysis Report Carrier Designation: AT&T Equipment Change-Out Carrier Site Number: CLL03238 Carrier Site Name: DOWNTOWN SANTA ANA Carrier FA Number: 10087167 Carrier IWM Number: WSLOS0069199/WSLOS0069078/WSLOS0069621 Carrier PACE Number: MRLOS116305/MRLOS116248/MRLOS115421 Carrier USID: 11691 Engineering Firm Designation: Ladera Engineering Group Record ID: 3321 Site Data: 217 & 217 3/4 North Main St, Santa Ana, Orange County, CA, 92701 Latitude 33°44’49.3” Longitude 117°52’02.9” Structure Information: Structure Type: Building Mean Roof Height: 49.0 ft. Mount Type: Mount Frame RAD Centerline: 52.0 ft. Ladera Engineering Group is pleased to submit this “Mount Analysis Report” to determine the structural integrity of AT&T’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: Mount Frame Sufficient 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. Respectfully Submitted by: Kevin C. Diaz, P.E. kdiaz@laderaeg.com HAR 08/13/25 Page | 2 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 3.3) Liability Waiver and Limitations 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 Page | 3 1) INTRODUCTION This is an existing Mount Frame, mapped by Infinigy. 2) ANALYSIS CRITERIA Building Code: 2021 IBC / 2022 CBC Standard Revision: ASCE 7-16 / TIA-222-H Risk Category: II Ultimate Wind Speed: 95 mph Exposure Category: C Topographic Factor: 1 Seismic Ss: 1.291 Seismic S1: 0.460 HSML: 117.7 ft Table 1 - Proposed Equipment Configuration Mount Centerline (ft) Equipment Centerline (ft) Qty. Manufacturer Model Mount 52.5 52.5 3 Ericsson AIR6472 B77G B77M Mount Frame 52.0 52.0 3 Commscope NNH4-65A-R6H4 3 Quintel Technology QS4658-3E 3 Ericsson RRUS 4449 B5/B12 3 Ericsson RRUS 4890 B25/B66 3 Ericsson RRUS 4478 B14 3 Ericsson RRUS-32 B30 6 Raycap DC6-48-60-18-8C NEMA 3) ANALYSIS PROCEDURE Table 2 - Documents Provided Document Remarks Reference Construction Drawings M-Squared Site No: CLL03238, dated June 13, 2025 Rooftop Mapping Report Infinigy Site Name: DOWNTOWN SANTA ANA, dated March 14, 2023 Previous Mount Analysis GPD Group, Inc. Site Name: DOWNTOWN SANTA ANA, dated April 6, 2018 Site Photos AT&T Mobility Dated July 30, 2025 Page | 4 3.1) Analysis Method RISA-3D (Version 21.0.1), 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. Load Calculator v1.5, a tool internally developed by Ladera Engineering Group, was used to calculate wind and seismic loading on all appurtenances, dishes and mount members for various loading cases. Selected output from the analysis is included in Appendix A “Analyses and Calculations”. 3.2) Assumptions 1) The antenna mounting and the supporting structural system were 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) All bolted connections are pretensioned in accordance with Table 8.2 of the RCSC, 2014 Standard. 6) Material 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) HSS (Circular) ASTM A500 (GR B-42) Pipe ASTM A53 (GR 35) Unistrut ASTM 653 (GR 33) Connection Bolts ASTM A325 U-Bolts ASTM A307 This analysis may be affected if any assumptions are not valid or have been made in error. Ladera Engineering Group should be notified to determine the effect on the structural integrity of the antenna mounting system. 3.3) Liability Waiver and Limitations Our structural calculations are completed assuming all information provided to Ladera Engineering Group is accurate and applicable to this site. For the purposes of calculations, we assume an overall structure condition as erected and all members and connections to be free of corrosion and/or structural defects. The structure owner and/or contractor shall verify the structure’s condition prior to installation of any proposed equipment. If actual conditions differ from those described in this report, Ladera Engineering Group should be notified immediately to assess the impact on the results of this report. Our evaluation is completed using industry standard methods and procedures. The structural results, conclusions and recommendations contained in this report are proprietary and should not be used by others as their own. Ladera Engineering Group is not responsible for decisions made by others that are or are not based on the stated assumptions and conclusions in this report. This report is an evaluation of the specified carrier’s mount structure and corresponding supporting structure only and does not determine the adequacy of other carrier mounts or cable mounting attachments. The analysis of these elements is outside the scope of this analysis, are assumed to be adequate for the purpose of this report and to have been installed per their manufacturer requirements. This document is not for construction purposes. Page | 5 4) ANALYSIS RESULTS Table 3 - Mount Component Stresses vs. Capacity Notes Component Critical Member % Capacity Pass / Fail 1 Mount Pipe MP2 20.4% Pass Horizontal M35 95.6% Pass Mast Pipe M101 71.4% Pass Unistrut M103 84.9% Pass Mount Connection(s) -- 50.2% Pass Structure Rating (max from all components) = 95.6% Notes: 1) See additional documentation in "Appendix A – Analyses and Calculations" for calculations supporting the % capacity consumed. 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 following must be completed. 1. All bolts and hardware should be checked for tightness and condition prior to installing the proposed equipment. 2. Pursuant to ATT-790-202-083 Macro Build Standards Section 5.2, contractor to space out antenna pipe mounts so that the edge-to-edge antenna spacing is at a minimum spacing of 24”. 3. FRP Frame capacity was not analyzed since it is outside the scope of work for this project. No structural modifications are required at this time, provided that the above-listed changes are implemented. Page | 6 APPENDIX A WIRE FRAME AND RENDERED MODELS Ladera Engineering Group HR 3321 CLL03238 SK-1 Aug 13, 2025 at 05:20 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-2 Aug 13, 2025 at 05:20 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-3 Aug 13, 2025 at 05:21 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-4 Aug 13, 2025 at 05:21 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-5 Aug 13, 2025 at 05:21 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-6 Aug 13, 2025 at 05:42 PM CLU03238_Downtown Sant… Ladera Engineering Group HR 3321 CLL03238 SK-7 Aug 13, 2025 at 05:22 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-8 Aug 13, 2025 at 05:22 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-9 Aug 13, 2025 at 05:23 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-10 Aug 13, 2025 at 05:23 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-11 Aug 13, 2025 at 05:25 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-12 Aug 13, 2025 at 05:26 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-13 Aug 13, 2025 at 05:26 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-14 Aug 13, 2025 at 05:27 PM CLU03238_Downtown Santa… Page | 7 APPENDIX B SOFTWARE INPUT CALCULATIONS ASCE Hazards Report Address: No Address at This Location Standard:ASCE/SEI 7-16 Latitude:33.747028 Risk Category:II Longitude:-117.867472 Soil Class:D - Default (see Section 11.4.3) Elevation:117.6832016497206 ft (NAVD 88) Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Fri Aug 08 2025 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 3https://ascehazardtool.org/Fri Aug 08 2025 SS : 1.291 S1 : 0.46 F a : 1.2 F v : N/A SMS : 1.549 SM1 : N/A SDS : 1.033 SD1 : N/A T L : 8 PGA : 0.544 PGA M : 0.653 F PGA : 1.2 Ie : 1 C v : 1.358 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 Aug 08 2025 Page 2 of 3https://ascehazardtool.org/Fri Aug 08 2025 Ice Results: Data Source: Date Accessed: Ice Thickness: 0 in. Concurrent Temperature: 25 F Gust Speed 30 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Fri Aug 08 2025 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 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 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 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 Hazard Tool. Page 3 of 3https://ascehazardtool.org/Fri Aug 08 2025 Record ID #: Carrier Site ID: Carrier Site Name: Date: References ASCE 7-16 - - -- ft.- -- ft.- -- -- -TIA-222-H Section 2.6.5 -TIA-222-H Table 2-10 ft.TIA-222-H Section 2.6.8 -TIA-222-H Section 2.6.6.2.1 -TIA-222-H Section 2.6.6.1 ft.- ft.- L/2=0.0 ft.- x=0.0 ft.- Vbasic=95 mph ASCE Hazard Tool Vice=30 mph ASCE Hazard Tool ti=0.0 in ASCE Hazard Tool Ss=1.291 g ASCE Hazard Tool S1=0.460 g ASCE Hazard Tool Downtown Santa Ana CLL03238 3321 PROJECT DATA Seismic Parameters Wind and Ice Parameters Overall Site Parameters SITE PARAMETER INPUTS STRUCTURE DETAILS APPLICABLE CODES AND STANDARDS Structure Type: Design Standard: Local Building Code: Building Code: 8/13/2025 MOUNT ANALYSIS Number of Sectors: Mount Elevation: Mount Type: Structure Height: TIA-222-H Rooftop 52.0 49.0 1 Second Accel.: Short Period Accel.: Design Ice Thickness: Design Ice Wind Speed: Design Wind Speed: Site Class: Exposure Category: Structure Risk Category Distance from Crest: Crest to Mid-Height: Topographic Feature: Topographic Category: Ground Elevation (zs): Base Point Elevation: Crest Point Elevation: Building 3 2021 IBC 2022 CBC 0.0 0.0 N/A 1 117.68 D - Default C II 1 Ks=1.00 -TIA-222-H Section 2.6.7 Kz=1.10 -TIA-222-H Section 2.6.5.2 Kd=0.95 -TIA-222-H Section 16.6 Gh=1.00 -TIA-222-H Section 16.6 Ka=0.90 -TIA-222-H Section 16.6 Ke=1.00 -TIA-222-H Section 2.6.8 Kzt_base=1.00 -TIA-222-H Section 2.6.6.2.2 Kzt=1.00 -TIA-222-H Section 2.6.6.2.2 Iw=----- qz=24.1 psf TIA-222-H Section 2.6.11.6 psf TIA-222-H Section 2.6.11.2 psf TIA-222-H Section 2.6.11.2 Kiz=1.05 -TIA-222-H Section 2.6.10 Iwi=----- qzi=2.3 psf TIA-222-H Section 2.6.9.6 psf TIA-222-H Section 2.6.11.2 Ii=1.00 -TIA-222-H Table 2-3 tiz=0.00 in TIA-222-H Section 2.6.10 SDS=1.033 g TIA-222-H Section 2.7.5 SD1=0.368 g TIA-222-H Section 2.7.5 Fa=1.20 -TIA-222-H Table 2-11 Fv=1.20 -TIA-222-H Table 2-12 Cs=0.52 -TIA-222-H Section 2.7.7.1.1 AS=3.00 -TIA-222-H Section 2.7.8.1 / Section 16.7 Ie=1.00 -TIA-222-H Table 2-3 1 2-17 TIA-222-H, Section 2.3.2 18-33 TIA-222-H, Section 2.3.2 34-49 TIA-222-H, Section 2.3.2 50-65 66-81 82-83 84+ *Analysis considers loads in 30 degree increments, from 0 to 330 degrees Ice Wind Pressure: Seismic Parameters Importance Factor: Amplification Factor: Seismic Response Coefficient: 1 Second Coeff.: Short Period Coeff.: 1 Second Des.: Short Period Des.: Ice Parameters Mount Ice Thickness: Ice Velocity Pressure: Ice Importance Factor: Gust Effect Factor: (0.9-0.2Sds)DL + 1.0E (1.2+0.2Sds)DL + 1.0E 1.2DL + 1DLi + 1WLi 0.9DL + 1WL 1.2DL + 1WL Base Topographic Factor: Round Member Pressure: Wind Directionality Factor: LOAD COMBINATIONS 1.4DL 26.0 26.0 43.4 SITE PARAMETER CALCULATIONS Ice Wind Importance Factor: Wind Parameters Mount Topographic Factor: Velocity Pressure Coefficient: Rooftop WindSpeed Up Factor: 1.2DL + 1.5Lm + 1.0Wm 1.2DL + 1.5 Lv Ice Height Escalation Factor: Flat Member Pressure: Wind Importance Factor Ground Elevation Factor: Velocity Pressure: Shielding Factor: 2 Manufacturer Model Qty.Height Width Depth ------[in.][in.][in.] COMMSCOPE NNH4-65A-R6H4 1 59 19.6 7.8 ERICSSON RRUS 4449 B5/B12 1 17.9 13.19 9.44 ERICSSON RRUS 4890 B25/B66 1 20.6 15.7 7 ERICSSON AIR 6472 B77G B77M 1 36.42 16.14 7.48 COMMSCOPE NNHH-65A-R4 1 55.1 19.6 7.8 ERICSSON RRUS 4478 B14 1 16.5 13.4 7.7 QUINTEL TECHNOLOGY QS4658-3E 1 52 12 9.6 ERICSSON RRUS-32 B30 1 29.9 13.3 9.5 RAYCAP DC6-48-60-18-8C NEMA 1 16 16 6 RAYCAP DC6-48-60-18-8C NEMA 1 16 16 6 EQUIPMENT SUMMARY 3 Equipment Name Elevation EPAN*EPAT*FN**FT** --[ft.][ft2][ft2][lbs][lbs] NNH4-65A-R6H4***52 -------- RRUS 4449 B5/B12 52 1.770758 1.26732 42.68093 30.54647 RRUS 4890 B25/B66 52 2.42565 1.112604 58.46594 26.81733 AIR 6472 B77G B77M 52.5 4.447381 2.216446 107.4123 53.53119 NNHH-65A-R4***52 -------- RRUS 4478 B14 52 1.65825 0.958097 39.96914 23.0932 QS4658-3E 52 5.003968 4.121206 120.6117 99.33428 RRUS-32 B30 52 3.008005 2.204324 72.50257 53.13128 DC6-48-60-18-8C NEMA 52 1.92 0.734921 46.27815 17.71394 DC6-48-60-18-8C NEMA 52 1.92 0.734921 46.27815 17.71394 *Dish EPA for wind conditions is considered to be the face area of the dish **Dish forces are calculated by multiplying the dish face area by a force factor EQUIPMENT FORCE CALCULATIONS (WIND) ***See the "AT&T EQUIPMENT CFD AREAS" Table for Wind Tunnel CFD Areas 4 Equipment Name Elevation EPAN EPAT FN FT --[ft.][ft2][ft2][lbs][lbs] NNH4-65A-R6H4 52 8.045493 8.045493 18.42925 18.42925 RRUS 4449 B5/B12 52 1.593682 1.593682 3.650536 3.650536 RRUS 4890 B25/B66 52 2.183085 2.183085 5.000641 5.000641 AIR 6472 B77G B77M 52.5 4.002643 4.002643 9.177353 9.177353 NNHH-65A-R4 52 7.471462 7.471462 17.11436 17.11436 RRUS 4478 B14 52 1.492425 1.492425 3.418594 3.418594 QS4658-3E 52 4.503571 4.503571 10.31602 10.31602 RRUS-32 B30 52 2.707205 2.707205 6.201205 6.201205 DC6-48-60-18-8C NEMA 52 1.728 1.728 3.958209 3.958209 DC6-48-60-18-8C NEMA 52 1.728 1.728 3.958209 3.958209 EQUIPMENT FORCE CALCULATIONS (ICE) 5 Equipment Name Elevation Weight Fp --[ft.][lbs][lbs] NNH4-65A-R6H4 52 86.5 134.0058 RRUS 4449 B5/B12 52 71 109.9932 RRUS 4890 B25/B66 52 67.2 104.10624 AIR 6472 B77G B77M 52.5 92.61 143.471412 NNHH-65A-R4 52 67.2 104.10624 RRUS 4478 B14 52 59.9 92.79708 QS4658-3E 52 68 105.3456 RRUS-32 B30 52 77 119.2884 DC6-48-60-18-8C NEMA 52 30 46.476 DC6-48-60-18-8C NEMA 52 30 46.476 TOTAL=649.41 1006.065972 EQUIPMENT FORCE CALCULATIONS SEISMIC 6 Equipment Name EPA0 EPA30 EPA60 EPA90 EPA120 EPA150 EPA180 --[ft2][ft2][ft2][ft2][ft2][ft2][ft2] NNH4-65A-R6H4 5.60 6.80 4.14 1.80 5.20 6.60 4.60 NNHH-65A-R4 5.20 6.30 3.83 1.70 4.81 6.12 4.20 AT&T EQUIPMENT CFD AREAS *Wind forces for the above equipment have been calculated using the CFD areas shown (provided by AT&T Mobility). Equipment Name Qty.Azimuths Mount Pipe Locations ----Degrees -- NNH4-65A-R6H4***1 0/120/240/0 MP1 RRUS 4449 B5/B12 1 45/120/240/0 MP1A RRUS 4890 B25/B66 1 45/120/240/0 MP1A AIR 6472 B77G B77M 1 0/120/240/0 MP2 NNHH-65A-R4***1 0/120/240/0 MP3 RRUS 4478 B14 1 90/120/240/0 MP3A QS4658-3E 1 0/120/240/0 MP4 RRUS-32 B30 1 90/120/240/0 MP4A DC6-48-60-18-8C NEMA 1 90/120/240/0 U1 DC6-48-60-18-8C NEMA 1 90/120/240/0 U2 EQUIPMENT LAYOUT Elevation view Plan View MP1 MP2 MP3 MP4MP1MP3MP4 Page | 8 APPENDIX C SOFTWARE ANALYSIS OUTPUT Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 1 Material Take-Off Material Size Pieces Length[in] Weight[K] 1 General Members 2 RIGID 32 128 0 3 Total General 32 128 0 4 5 Hot Rolled Steel 6 A500 Gr.C RND HSS2.375X0.154 9 852.8 0.26 7 A500 Gr.C RND HSS3.500X0.125 2 178 0.067 8 Total HR Steel 11 1030.8 0.327 9 10 Cold Formed Steel 11 A653 SS Gr33 P1000 4 228 0.031 12 Total CF Steel 4 228 0.031 Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Yield [psi] Ry Fu [psi] Rt 1 A992 29000 11154 0.3 0.65 0.49 50000 1.1 65000 1.1 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36000 1.5 58000 1.2 3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50000 1.1 65000 1.1 4 A500 Gr.B RND 29000 11154 0.3 0.65 0.527 42000 1.4 58000 1.3 5 A500 Gr.B RECT 29000 11154 0.3 0.65 0.527 46000 1.4 58000 1.3 6 A500 Gr.C RND 29000 11154 0.3 0.65 0.527 46000 1.4 62000 1.3 7 A500 Gr.C RECT 29000 11154 0.3 0.65 0.527 50000 1.4 62000 1.3 8 A53 Gr.B 29000 11154 0.3 0.65 0.49 35000 1.6 60000 1.2 9 A1085 29000 11154 0.3 0.65 0.49 50000 1.4 65000 1.3 10 A913 Gr.65 29000 11154 0.3 0.65 0.49 65000 1.1 80000 1.1 Member Primary Data Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 1 M100 N39 N40 180 Mast Pipe Column HSS Pipe A500 Gr.C RND Typical 2 M101 N45 N46 180 Mast Pipe Column HSS Pipe A500 Gr.C RND Typical 3 M34 N54 N55 Horizontal Pipe Beam HSS Pipe A500 Gr.C RND Typical 4 M35 N56 N57 Horizontal Pipe Beam HSS Pipe A500 Gr.C RND Typical 5 M36 N41 N49 RIGID None None RIGID Typical 6 M37 N42 N51 RIGID None None RIGID Typical 7 M38 N47 N50 RIGID None None RIGID Typical 8 M39 N48 N52 RIGID None None RIGID Typical 9 M40 N58 N60 RIGID None None RIGID Typical 10 M41 N59 N61 RIGID None None RIGID Typical 11 M42 N62 N64 RIGID None None RIGID Typical 12 M43 N63 N65 RIGID None None RIGID Typical 13 M44 N66 N68 RIGID None None RIGID Typical 14 M45 N67 N69 RIGID None None RIGID Typical 15 M46 N70 N72 RIGID None None RIGID Typical 16 M47 N71 N73 RIGID None None RIGID Typical 17 M48 N74 N76 RIGID None None RIGID Typical 18 M49 N75 N77 RIGID None None RIGID Typical 19 M50 N78 N80 RIGID None None RIGID Typical 20 M51 N79 N81 RIGID None None RIGID Typical 21 MP1A N89 N85 180 Mount Pipe Beam HSS Pipe A500 Gr.C RND Typical 22 MP2 N88 N84 180 Mount Pipe Beam HSS Pipe A500 Gr.C RND Typical 23 MP3A N87 N83 180 Mount Pipe Beam HSS Pipe A500 Gr.C RND Typical 24 MP4A N86 N82 180 Mount Pipe Beam HSS Pipe A500 Gr.C RND Typical Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 2 Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 25 MP1 N101 N98 180 Mount Pipe Beam HSS Pipe A500 Gr.C RND Typical 26 MP3 N100 N97 180 Mount Pipe Beam HSS Pipe A500 Gr.C RND Typical 27 MP4 N99 N96 180 Mount Pipe Beam HSS Pipe A500 Gr.C RND Typical 28 M59 N94 N80 RIGID None None RIGID Typical 29 M60 N95 N81 RIGID None None RIGID Typical 30 M61 N92 N72 RIGID None None RIGID Typical 31 M62 N93 N73 RIGID None None RIGID Typical 32 M63 N90 N60 RIGID None None RIGID Typical 33 M64 N91 N61 RIGID None None RIGID Typical 34 M105 N102 N104 180 Unistrut Beam CS A653 SS Gr33 Typical 35 M104 N103 N105 180 Unistrut Beam CS A653 SS Gr33 Typical 36 M67 N110 N37 RIGID None None RIGID Typical 37 M68 N111 N38 RIGID None None RIGID Typical 38 M69 N112 N43 RIGID None None RIGID Typical 39 M70 N113 N44 RIGID None None RIGID Typical 40 M102 N123 N125 180 Unistrut Beam CS A653 SS Gr33 Typical 41 M103 N124 N126 180 Unistrut Beam CS A653 SS Gr33 Typical 42 M73 N114 N119 RIGID None None RIGID Typical 43 M74 N117 N121 RIGID None None RIGID Typical 44 M75 N115 N120 RIGID None None RIGID Typical 45 M76 N118 N122 RIGID None None RIGID Typical 46 U1 N129 N130 RIGID None None RIGID Typical 47 U2 N128 N127 RIGID None None RIGID Typical Hot Rolled Steel Design Parameters Label Shape Length [in] Lb y-y [in] Lb z-z [in] Lcomp top [in]Lcomp bot [in] L-Torque [in]Channel Conn. a [in] Function 1 M100 Mast Pipe 89 Lbyy N/A N/A Lateral 2 M101 Mast Pipe 89 Lbyy N/A N/A Lateral 3 M34 Horizontal Pipe 180.001 Segment Segment Segment Segment Segment N/A N/A Lateral 4 M35 Horizontal Pipe 168.75 Lbyy N/A N/A Lateral 5 MP1A Mount Pipe 72 Lbyy N/A N/A Lateral 6 MP2 Mount Pipe 72 Lbyy N/A N/A Lateral 7 MP3A Mount Pipe 72 Lbyy N/A N/A Lateral 8 MP4A Mount Pipe 72 Lbyy N/A N/A Lateral 9 MP1 Mount Pipe 72 Lbyy N/A N/A Lateral 10 MP3 Mount Pipe 72 Lbyy N/A N/A Lateral 11 MP4 Mount Pipe 72 Lbyy N/A N/A Lateral Member Point Loads (BLC 1 : Self Weight) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Y -43.25 6 2 MP1 Y -43.25 59 3 MP1A Y -71 %50 4 MP1A Y -67.2 %50 5 MP2 Y -46.305 12 6 MP2 Y -46.305 48.42 7 MP3 Y -33.6 6 8 MP3 Y -33.6 61.1 9 MP3A Y -59.9 %50 10 MP4 Y -34 6 11 MP4 Y -34 58 12 MP4A Y -77 %50 13 U1 Y -30 %50 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 3 Member Point Loads (BLC 1 : Self Weight) (Continued) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 14 U2 Y -30 %50 Member Point Loads (BLC 4 : Wind Load 0 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z -60.74 6 2 MP1 Z -60.74 59 3 MP1A Z -36.614 %50 4 MP1A Z -42.642 %50 5 MP2 Z -53.706 12 6 MP2 Z -53.706 48.42 7 MP3 Z -56.402 6 8 MP3 Z -56.402 61.1 9 MP3A Z -23.093 %50 10 MP4 Z -60.306 6 11 MP4 Z -60.306 58 12 MP4A Z -53.131 %50 13 U1 Z -17.714 %50 14 U2 Z -17.714 %50 15 MP1 X 0 6 16 MP1 X 0 59 17 MP1A X 0 %50 18 MP1A X 0 %50 19 MP2 X 0 12 20 MP2 X 0 48.42 21 MP3 X 0 6 22 MP3 X 0 61.1 23 MP3A X 0 %50 24 MP4 X 0 6 25 MP4 X 0 58 26 MP4A X 0 %50 27 U1 X 0 %50 28 U2 X 0 %50 Member Point Loads (BLC 5 : Wind Load 30 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z -63.874 6 2 MP1 Z -63.874 59 3 MP1A Z -27.158 %50 4 MP1A Z -25.061 %50 5 MP2 Z -40.678 12 6 MP2 Z -40.678 48.42 7 MP3 Z -59.178 6 8 MP3 Z -59.178 61.1 9 MP3A Z -23.653 %50 10 MP4 Z -49.923 6 11 MP4 Z -49.923 58 12 MP4A Z -50.207 %50 13 U1 Z -21.525 %50 14 U2 Z -21.525 %50 15 MP1 X -36.878 6 16 MP1 X -36.878 59 17 MP1A X -15.68 %50 18 MP1A X -14.469 %50 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 4 Member Point Loads (BLC 5 : Wind Load 30 AZI) (Continued) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 19 MP2 X -23.486 12 20 MP2 X -23.486 48.42 21 MP3 X -34.166 6 22 MP3 X -34.166 61.1 23 MP3A X -13.656 %50 24 MP4 X -28.823 6 25 MP4 X -28.823 58 26 MP4A X -28.987 %50 27 U1 X -12.427 %50 28 U2 X -12.427 %50 Member Point Loads (BLC 6 : Wind Load 45 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z -47.935 6 2 MP1 Z -47.935 59 3 MP1A Z -21.6 %50 4 MP1A Z -18.963 %50 5 MP2 Z -28.451 12 6 MP2 Z -28.451 48.42 7 MP3 Z -44.407 6 8 MP3 Z -44.407 61.1 9 MP3A Z -22.296 %50 10 MP4 Z -38.881 6 11 MP4 Z -38.881 58 12 MP4A Z -44.418 %50 13 U1 Z -22.625 %50 14 U2 Z -22.625 %50 15 MP1 X -47.935 6 16 MP1 X -47.935 59 17 MP1A X -21.6 %50 18 MP1A X -18.963 %50 19 MP2 X -28.451 12 20 MP2 X -28.451 48.42 21 MP3 X -44.407 6 22 MP3 X -44.407 61.1 23 MP3A X -22.296 %50 24 MP4 X -38.881 6 25 MP4 X -38.881 58 26 MP4A X -44.418 %50 27 U1 X -22.625 %50 28 U2 X -22.625 %50 Member Point Loads (BLC 7 : Wind Load 60 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z -22.452 6 2 MP1 Z -22.452 59 3 MP1A Z -15.68 %50 4 MP1A Z -14.469 %50 5 MP2 Z -16.75 12 6 MP2 Z -16.75 48.42 7 MP3 Z -20.771 6 8 MP3 Z -20.771 61.1 9 MP3A Z -17.875 %50 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 5 Member Point Loads (BLC 7 : Wind Load 60 AZI) (Continued) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 10 MP4 Z -26.163 6 11 MP4 Z -26.163 58 12 MP4A Z -33.83 %50 13 U1 Z -19.569 %50 14 U2 Z -19.569 %50 15 MP1 X -38.888 6 16 MP1 X -38.888 59 17 MP1A X -27.158 %50 18 MP1A X -25.061 %50 19 MP2 X -29.012 12 20 MP2 X -29.012 48.42 21 MP3 X -35.976 6 22 MP3 X -35.976 61.1 23 MP3A X -30.961 %50 24 MP4 X -45.316 6 25 MP4 X -45.316 58 26 MP4A X -58.595 %50 27 U1 X -33.894 %50 28 U2 X -33.894 %50 Member Point Loads (BLC 8 : Wind Load 90 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z 0 6 2 MP1 Z 0 59 3 MP1A Z 0 %50 4 MP1A Z 0 %50 5 MP2 Z 0 12 6 MP2 Z 0 48.42 7 MP3 Z 0 6 8 MP3 Z 0 61.1 9 MP3A Z 0 %50 10 MP4 Z 0 6 11 MP4 Z 0 58 12 MP4A Z 0 %50 13 U1 Z 0 %50 14 U2 Z 0 %50 15 MP1 X -19.524 6 16 MP1 X -19.524 59 17 MP1A X -36.614 %50 18 MP1A X -42.642 %50 19 MP2 X -26.766 12 20 MP2 X -26.766 48.42 21 MP3 X -18.439 6 22 MP3 X -18.439 61.1 23 MP3A X -39.969 %50 24 MP4 X -49.667 6 25 MP4 X -49.667 58 26 MP4A X -72.503 %50 27 U1 X -46.278 %50 28 U2 X -46.278 %50 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 6 Member Point Loads (BLC 9 : Wind Load 120 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z 28.201 6 2 MP1 Z 28.201 59 3 MP1A Z 20.934 %50 4 MP1A Z 28.173 %50 5 MP2 Z 16.75 12 6 MP2 Z 16.75 48.42 7 MP3 Z 26.086 6 8 MP3 Z 26.086 61.1 9 MP3A Z 17.875 %50 10 MP4 Z 26.163 6 11 MP4 Z 26.163 58 12 MP4A Z 33.83 %50 13 U1 Z 19.569 %50 14 U2 Z 19.569 %50 15 MP1 X -48.845 6 16 MP1 X -48.845 59 17 MP1A X -36.259 %50 18 MP1A X -48.797 %50 19 MP2 X -29.012 12 20 MP2 X -29.012 48.42 21 MP3 X -45.182 6 22 MP3 X -45.182 61.1 23 MP3A X -30.961 %50 24 MP4 X -45.316 6 25 MP4 X -45.316 58 26 MP4A X -58.595 %50 27 U1 X -33.894 %50 28 U2 X -33.894 %50 Member Point Loads (BLC 10 : Wind Load 135 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z 48.549 6 2 MP1 Z 48.549 59 3 MP1A Z 30.18 %50 4 MP1A Z 41.342 %50 5 MP2 Z 28.451 12 6 MP2 Z 28.451 48.42 7 MP3 Z 45.021 6 8 MP3 Z 45.021 61.1 9 MP3A Z 22.296 %50 10 MP4 Z 38.881 6 11 MP4 Z 38.881 58 12 MP4A Z 44.418 %50 13 U1 Z 22.625 %50 14 U2 Z 22.625 %50 15 MP1 X -48.549 6 16 MP1 X -48.549 59 17 MP1A X -30.18 %50 18 MP1A X -41.342 %50 19 MP2 X -28.451 12 20 MP2 X -28.451 48.42 21 MP3 X -45.021 6 22 MP3 X -45.021 61.1 23 MP3A X -22.296 %50 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 7 Member Point Loads (BLC 10 : Wind Load 135 AZI) (Continued) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 24 MP4 X -38.881 6 25 MP4 X -38.881 58 26 MP4A X -44.418 %50 27 U1 X -22.625 %50 28 U2 X -22.625 %50 Member Point Loads (BLC 11 : Wind Load 150 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z 61.996 6 2 MP1 Z 61.996 59 3 MP1A Z 36.259 %50 4 MP1A Z 48.797 %50 5 MP2 Z 40.678 12 6 MP2 Z 40.678 48.42 7 MP3 Z 57.487 6 8 MP3 Z 57.487 61.1 9 MP3A Z 23.653 %50 10 MP4 Z 49.923 6 11 MP4 Z 49.923 58 12 MP4A Z 50.207 %50 13 U1 Z 21.525 %50 14 U2 Z 21.525 %50 15 MP1 X -35.793 6 16 MP1 X -35.793 59 17 MP1A X -20.934 %50 18 MP1A X -28.173 %50 19 MP2 X -23.486 12 20 MP2 X -23.486 48.42 21 MP3 X -33.19 6 22 MP3 X -33.19 61.1 23 MP3A X -13.656 %50 24 MP4 X -28.823 6 25 MP4 X -28.823 58 26 MP4A X -28.987 %50 27 U1 X -12.427 %50 28 U2 X -12.427 %50 Member Point Loads (BLC 12 : Wind Load 180 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z 49.894 6 2 MP1 Z 49.894 59 3 MP1A Z 36.614 %50 4 MP1A Z 42.642 %50 5 MP2 Z 53.706 12 6 MP2 Z 53.706 48.42 7 MP3 Z 45.555 6 8 MP3 Z 45.555 61.1 9 MP3A Z 23.093 %50 10 MP4 Z 60.306 6 11 MP4 Z 60.306 58 12 MP4A Z 53.131 %50 13 U1 Z 17.714 %50 14 U2 Z 17.714 %50 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 8 Member Point Loads (BLC 12 : Wind Load 180 AZI) (Continued) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 15 MP1 X 0 6 16 MP1 X 0 59 17 MP1A X 0 %50 18 MP1A X 0 %50 19 MP2 X 0 12 20 MP2 X 0 48.42 21 MP3 X 0 6 22 MP3 X 0 61.1 23 MP3A X 0 %50 24 MP4 X 0 6 25 MP4 X 0 58 26 MP4A X 0 %50 27 U1 X 0 %50 28 U2 X 0 %50 Member Point Loads (BLC 13 : Wind Load 210 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z 61.996 6 2 MP1 Z 61.996 59 3 MP1A Z 27.158 %50 4 MP1A Z 25.061 %50 5 MP2 Z 40.678 12 6 MP2 Z 40.678 48.42 7 MP3 Z 57.487 6 8 MP3 Z 57.487 61.1 9 MP3A Z 23.653 %50 10 MP4 Z 49.923 6 11 MP4 Z 49.923 58 12 MP4A Z 50.207 %50 13 U1 Z 21.525 %50 14 U2 Z 21.525 %50 15 MP1 X 35.793 6 16 MP1 X 35.793 59 17 MP1A X 15.68 %50 18 MP1A X 14.469 %50 19 MP2 X 23.486 12 20 MP2 X 23.486 48.42 21 MP3 X 33.19 6 22 MP3 X 33.19 61.1 23 MP3A X 13.656 %50 24 MP4 X 28.823 6 25 MP4 X 28.823 58 26 MP4A X 28.987 %50 27 U1 X 12.427 %50 28 U2 X 12.427 %50 Member Point Loads (BLC 14 : Wind Load 225 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z 48.625 6 2 MP1 Z 48.625 59 3 MP1A Z 21.6 %50 4 MP1A Z 18.963 %50 5 MP2 Z 28.451 12 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 9 Member Point Loads (BLC 14 : Wind Load 225 AZI) (Continued) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 6 MP2 Z 28.451 48.42 7 MP3 Z 45.097 6 8 MP3 Z 45.097 61.1 9 MP3A Z 22.296 %50 10 MP4 Z 38.881 6 11 MP4 Z 38.881 58 12 MP4A Z 44.418 %50 13 U1 Z 22.625 %50 14 U2 Z 22.625 %50 15 MP1 X 48.625 6 16 MP1 X 48.625 59 17 MP1A X 21.6 %50 18 MP1A X 18.963 %50 19 MP2 X 28.451 12 20 MP2 X 28.451 48.42 21 MP3 X 45.097 6 22 MP3 X 45.097 61.1 23 MP3A X 22.296 %50 24 MP4 X 38.881 6 25 MP4 X 38.881 58 26 MP4A X 44.418 %50 27 U1 X 22.625 %50 28 U2 X 22.625 %50 Member Point Loads (BLC 15 : Wind Load 240 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z 28.201 6 2 MP1 Z 28.201 59 3 MP1A Z 15.68 %50 4 MP1A Z 14.469 %50 5 MP2 Z 16.75 12 6 MP2 Z 16.75 48.42 7 MP3 Z 26.086 6 8 MP3 Z 26.086 61.1 9 MP3A Z 17.875 %50 10 MP4 Z 26.163 6 11 MP4 Z 26.163 58 12 MP4A Z 33.83 %50 13 U1 Z 19.569 %50 14 U2 Z 19.569 %50 15 MP1 X 48.845 6 16 MP1 X 48.845 59 17 MP1A X 27.158 %50 18 MP1A X 25.061 %50 19 MP2 X 29.012 12 20 MP2 X 29.012 48.42 21 MP3 X 45.182 6 22 MP3 X 45.182 61.1 23 MP3A X 30.961 %50 24 MP4 X 45.316 6 25 MP4 X 45.316 58 26 MP4A X 58.595 %50 27 U1 X 33.894 %50 28 U2 X 33.894 %50 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 10 Member Point Loads (BLC 16 : Wind Load 270 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z 0 6 2 MP1 Z 0 59 3 MP1A Z 0 %50 4 MP1A Z 0 %50 5 MP2 Z 0 12 6 MP2 Z 0 48.42 7 MP3 Z 0 6 8 MP3 Z 0 61.1 9 MP3A Z 0 %50 10 MP4 Z 0 6 11 MP4 Z 0 58 12 MP4A Z 0 %50 13 U1 Z 0 %50 14 U2 Z 0 %50 15 MP1 X 19.524 6 16 MP1 X 19.524 59 17 MP1A X 36.614 %50 18 MP1A X 42.642 %50 19 MP2 X 26.766 12 20 MP2 X 26.766 48.42 21 MP3 X 18.439 6 22 MP3 X 18.439 61.1 23 MP3A X 39.969 %50 24 MP4 X 49.667 6 25 MP4 X 49.667 58 26 MP4A X 72.503 %50 27 U1 X 46.278 %50 28 U2 X 46.278 %50 Member Point Loads (BLC 17 : Wind Load 300 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z -22.452 6 2 MP1 Z -22.452 59 3 MP1A Z -20.934 %50 4 MP1A Z -28.173 %50 5 MP2 Z -16.75 12 6 MP2 Z -16.75 48.42 7 MP3 Z -20.771 6 8 MP3 Z -20.771 61.1 9 MP3A Z -17.875 %50 10 MP4 Z -26.163 6 11 MP4 Z -26.163 58 12 MP4A Z -33.83 %50 13 U1 Z -19.569 %50 14 U2 Z -19.569 %50 15 MP1 X 38.888 6 16 MP1 X 38.888 59 17 MP1A X 36.259 %50 18 MP1A X 48.797 %50 19 MP2 X 29.012 12 20 MP2 X 29.012 48.42 21 MP3 X 35.976 6 22 MP3 X 35.976 61.1 23 MP3A X 30.961 %50 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 11 Member Point Loads (BLC 17 : Wind Load 300 AZI) (Continued) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 24 MP4 X 45.316 6 25 MP4 X 45.316 58 26 MP4A X 58.595 %50 27 U1 X 33.894 %50 28 U2 X 33.894 %50 Member Point Loads (BLC 18 : Wind Load 315 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z -42.183 6 2 MP1 Z -42.183 59 3 MP1A Z -30.18 %50 4 MP1A Z -41.342 %50 5 MP2 Z -28.451 12 6 MP2 Z -28.451 48.42 7 MP3 Z -39.115 6 8 MP3 Z -39.115 61.1 9 MP3A Z -22.296 %50 10 MP4 Z -38.881 6 11 MP4 Z -38.881 58 12 MP4A Z -44.418 %50 13 U1 Z -22.625 %50 14 U2 Z -22.625 %50 15 MP1 X 42.183 6 16 MP1 X 42.183 59 17 MP1A X 30.18 %50 18 MP1A X 41.342 %50 19 MP2 X 28.451 12 20 MP2 X 28.451 48.42 21 MP3 X 39.115 6 22 MP3 X 39.115 61.1 23 MP3A X 22.296 %50 24 MP4 X 38.881 6 25 MP4 X 38.881 58 26 MP4A X 44.418 %50 27 U1 X 22.625 %50 28 U2 X 22.625 %50 Member Point Loads (BLC 19 : Wind Load 330 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z -63.874 6 2 MP1 Z -63.874 59 3 MP1A Z -36.259 %50 4 MP1A Z -48.797 %50 5 MP2 Z -40.678 12 6 MP2 Z -40.678 48.42 7 MP3 Z -59.178 6 8 MP3 Z -59.178 61.1 9 MP3A Z -23.653 %50 10 MP4 Z -49.923 6 11 MP4 Z -49.923 58 12 MP4A Z -50.207 %50 13 U1 Z -21.525 %50 14 U2 Z -21.525 %50 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 12 Member Point Loads (BLC 19 : Wind Load 330 AZI) (Continued) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 15 MP1 X 36.878 6 16 MP1 X 36.878 59 17 MP1A X 20.934 %50 18 MP1A X 28.173 %50 19 MP2 X 23.486 12 20 MP2 X 23.486 48.42 21 MP3 X 34.166 6 22 MP3 X 34.166 61.1 23 MP3A X 13.656 %50 24 MP4 X 28.823 6 25 MP4 X 28.823 58 26 MP4A X 28.987 %50 27 U1 X 12.427 %50 28 U2 X 12.427 %50 Member Point Loads (BLC 20 : Seismic Load Z) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z -67.003 6 2 MP1 Z -67.003 59 3 MP1A Z -109.993 %50 4 MP1A Z -104.106 %50 5 MP2 Z -71.736 12 6 MP2 Z -71.736 48.42 7 MP3 Z -52.053 6 8 MP3 Z -52.053 61.1 9 MP3A Z -92.797 %50 10 MP4 Z -52.673 6 11 MP4 Z -52.673 58 12 MP4A Z -119.288 %50 13 U1 Z -46.476 %50 14 U2 Z -46.476 %50 Member Point Loads (BLC 21 : Seismic Load X) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 X -67.003 6 2 MP1 X -67.003 59 3 MP1A X -109.993 %50 4 MP1A X -104.106 %50 5 MP2 X -71.736 12 6 MP2 X -71.736 48.42 7 MP3 X -52.053 6 8 MP3 X -52.053 61.1 9 MP3A X -92.797 %50 10 MP4 X -52.673 6 11 MP4 X -52.673 58 12 MP4A X -119.288 %50 13 U1 X -46.476 %50 14 U2 X -46.476 %50 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 13 Member Point Loads (BLC 25 : Maintenance Load 1 (Lm)) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1A Y -500 %50 Member Point Loads (BLC 26 : Maintenance Load 2 (Lm)) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP2 Y -500 %50 Member Point Loads (BLC 27 : Maintenance Load 3 (Lm)) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP3A Y -500 %50 Member Point Loads (BLC 28 : Maintenance Load 4 (Lm)) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP4A Y -500 %50 Member Point Loads (BLC 29 : Maintenance Load 5 (Lm)) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Y -500 %50 Member Point Loads (BLC 30 : Maintenance Load 6 (Lm)) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP3 Y -500 %50 Member Point Loads (BLC 31 : Maintenance Load 7 (Lm)) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP4 Y -500 %50 Member Distributed Loads (BLC 2 : Structure Wind Z) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M100 SZ -26.031 -26.031 0 %100 2 M101 SZ -26.031 -26.031 0 %100 3 M34 SZ -26.031 -26.031 0 %100 4 M35 SZ -26.031 -26.031 0 %100 5 M36 SZ -43.386 -43.386 0 %100 6 M37 SZ -43.386 -43.386 0 %100 7 M38 SZ -43.386 -43.386 0 %100 8 M39 SZ -43.386 -43.386 0 %100 9 M40 SZ -43.386 -43.386 0 %100 10 M41 SZ -43.386 -43.386 0 %100 11 M42 SZ -43.386 -43.386 0 %100 12 M43 SZ -43.386 -43.386 0 %100 13 M44 SZ -43.386 -43.386 0 %100 14 M45 SZ -43.386 -43.386 0 %100 15 M46 SZ -43.386 -43.386 0 %100 16 M47 SZ -43.386 -43.386 0 %100 17 M48 SZ -43.386 -43.386 0 %100 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 14 Member Distributed Loads (BLC 2 : Structure Wind Z) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 18 M49 SZ -43.386 -43.386 0 %100 19 M50 SZ -43.386 -43.386 0 %100 20 M51 SZ -43.386 -43.386 0 %100 21 MP1A SZ -26.031 -26.031 0 %100 22 MP2 SZ -26.031 -26.031 0 %100 23 MP3A SZ -26.031 -26.031 0 %100 24 MP4A SZ -26.031 -26.031 0 %100 25 MP1 SZ -26.031 -26.031 0 %100 26 MP3 SZ -26.031 -26.031 0 %100 27 MP4 SZ -26.031 -26.031 0 %100 28 M59 SZ -43.386 -43.386 0 %100 29 M60 SZ -43.386 -43.386 0 %100 30 M61 SZ -43.386 -43.386 0 %100 31 M62 SZ -43.386 -43.386 0 %100 32 M63 SZ -43.386 -43.386 0 %100 33 M64 SZ -43.386 -43.386 0 %100 34 M105 SZ -43.386 -43.386 0 %100 35 M104 SZ -43.386 -43.386 0 %100 36 M67 SZ -43.386 -43.386 0 %100 37 M68 SZ -43.386 -43.386 0 %100 38 M69 SZ -43.386 -43.386 0 %100 39 M70 SZ -43.386 -43.386 0 %100 40 M102 SZ -43.386 -43.386 0 %100 41 M103 SZ -43.386 -43.386 0 %100 42 M73 SZ -43.386 -43.386 0 %100 43 M74 SZ -43.386 -43.386 0 %100 44 M75 SZ -43.386 -43.386 0 %100 45 M76 SZ -43.386 -43.386 0 %100 46 U1 SZ -43.386 -43.386 0 %100 47 U2 SZ -43.386 -43.386 0 %100 Member Distributed Loads (BLC 3 : Structure Wind X) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M100 SX -26.031 -26.031 0 %100 2 M101 SX -26.031 -26.031 0 %100 3 M34 SX -26.031 -26.031 0 %100 4 M35 SX -26.031 -26.031 0 %100 5 M36 SX -43.386 -43.386 0 %100 6 M37 SX -43.386 -43.386 0 %100 7 M38 SX -43.386 -43.386 0 %100 8 M39 SX -43.386 -43.386 0 %100 9 M40 SX -43.386 -43.386 0 %100 10 M41 SX -43.386 -43.386 0 %100 11 M42 SX -43.386 -43.386 0 %100 12 M43 SX -43.386 -43.386 0 %100 13 M44 SX -43.386 -43.386 0 %100 14 M45 SX -43.386 -43.386 0 %100 15 M46 SX -43.386 -43.386 0 %100 16 M47 SX -43.386 -43.386 0 %100 17 M48 SX -43.386 -43.386 0 %100 18 M49 SX -43.386 -43.386 0 %100 19 M50 SX -43.386 -43.386 0 %100 20 M51 SX -43.386 -43.386 0 %100 21 MP1A SX -26.031 -26.031 0 %100 22 MP2 SX -26.031 -26.031 0 %100 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 15 Member Distributed Loads (BLC 3 : Structure Wind X) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 23 MP3A SX -26.031 -26.031 0 %100 24 MP4A SX -26.031 -26.031 0 %100 25 MP1 SX -26.031 -26.031 0 %100 26 MP3 SX -26.031 -26.031 0 %100 27 MP4 SX -26.031 -26.031 0 %100 28 M59 SX -43.386 -43.386 0 %100 29 M60 SX -43.386 -43.386 0 %100 30 M61 SX -43.386 -43.386 0 %100 31 M62 SX -43.386 -43.386 0 %100 32 M63 SX -43.386 -43.386 0 %100 33 M64 SX -43.386 -43.386 0 %100 34 M105 SX -43.386 -43.386 0 %100 35 M104 SX -43.386 -43.386 0 %100 36 M67 SX -43.386 -43.386 0 %100 37 M68 SX -43.386 -43.386 0 %100 38 M69 SX -43.386 -43.386 0 %100 39 M70 SX -43.386 -43.386 0 %100 40 M102 SX -43.386 -43.386 0 %100 41 M103 SX -43.386 -43.386 0 %100 42 M73 SX -43.386 -43.386 0 %100 43 M74 SX -43.386 -43.386 0 %100 44 M75 SX -43.386 -43.386 0 %100 45 M76 SX -43.386 -43.386 0 %100 46 U1 SX -43.386 -43.386 0 %100 47 U2 SX -43.386 -43.386 0 %100 Member Area Loads No Data to Print... Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Point Distributed 1 Self Weight DL -1 14 2 Structure Wind Z WLZ 47 3 Structure Wind X WLX 47 4 Wind Load 0 AZI WLZ 28 5 Wind Load 30 AZI None 28 6 Wind Load 45 AZI None 28 7 Wind Load 60 AZI None 28 8 Wind Load 90 AZI WLX 28 9 Wind Load 120 AZI None 28 10 Wind Load 135 AZI None 28 11 Wind Load 150 AZI None 28 12 Wind Load 180 AZI None 28 13 Wind Load 210 AZI None 28 14 Wind Load 225 AZI None 28 15 Wind Load 240 AZI None 28 16 Wind Load 270 AZI None 28 17 Wind Load 300 AZI None 28 18 Wind Load 315 AZI None 28 19 Wind Load 330 AZI None 28 20 Seismic Load Z ELZ -1.549 14 21 Seismic Load X ELX -1.549 14 22 Snow Load SL 23 Roof Live Load RLL Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam…Page 16 Basic Load Cases (Continued) BLC Description Category X Gravity Y Gravity Z Gravity Point Distributed 24 Live Load LL 25 Maintenance Load 1 (Lm)None 1 26 Maintenance Load 2 (Lm)None 1 27 Maintenance Load 3 (Lm)None 1 28 Maintenance Load 4 (Lm)None 1 29 Maintenance Load 5 (Lm)None 1 30 Maintenance Load 6 (Lm)None 1 31 Maintenance Load 7 (Lm)None 1 Load Combinations Description SolveP-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 1.4DL Yes Y DL 1.4 2 1.2DL + 1WL 0 AZI Yes Y DL 1.2 2 1 3 4 1 3 1.2DL + 1WL 30 AZI Yes Y DL 1.2 2 0.866 3 0.5 5 1 4 1.2DL + 1WL 45 AZI Yes Y DL 1.2 2 0.707 3 0.707 6 1 5 1.2DL + 1WL 60 AZI Yes Y DL 1.2 2 0.5 3 0.866 7 1 6 1.2DL + 1WL 90 AZI Yes Y DL 1.2 2 3 1 8 1 7 1.2DL + 1WL 120 AZI Yes Y DL 1.2 2 -0.5 3 0.866 9 1 8 1.2DL + 1WL 135 AZI Yes Y DL 1.2 2 -0.707 3 0.707 10 1 9 1.2DL + 1WL 150 AZI Yes Y DL 1.2 2 -0.866 3 0.5 11 1 10 1.2DL + 1WL 180 AZI Yes Y DL 1.2 2 -1 3 12 1 11 1.2DL + 1WL 210 AZI Yes Y DL 1.2 2 -0.866 3 -0.5 13 1 12 1.2DL + 1WL 225 AZI Yes Y DL 1.2 2 -0.707 3 -0.707 14 1 13 1.2DL + 1WL 240 AZI Yes Y DL 1.2 2 -0.5 3 -0.866 15 1 14 1.2DL + 1WL 270 AZI Yes Y DL 1.2 2 3 -1 16 1 15 1.2DL + 1WL 300 AZI Yes Y DL 1.2 2 0.5 3 -0.866 17 1 16 1.2DL + 1WL 315 AZI Yes Y DL 1.2 2 0.707 3 -0.707 18 1 17 1.2DL + 1WL 330 AZI Yes Y DL 1.2 2 0.866 3 -0.5 19 1 18 0.9DL + 1WL 0 AZI Yes Y DL 0.9 2 1 3 4 1 19 0.9DL + 1WL 30 AZI Yes Y DL 0.9 2 0.866 3 0.5 5 1 20 0.9DL + 1WL 45 AZI Yes Y DL 0.9 2 0.707 3 0.707 6 1 21 0.9DL + 1WL 60 AZI Yes Y DL 0.9 2 0.5 3 0.866 7 1 22 0.9DL + 1WL 90 AZI Yes Y DL 0.9 2 3 1 8 1 23 0.9DL + 1WL 120 AZI Yes Y DL 0.9 2 -0.5 3 0.866 9 1 24 0.9DL + 1WL 135 AZI Yes Y DL 0.9 2 -0.707 3 0.707 10 1 25 0.9DL + 1WL 150 AZI Yes Y DL 0.9 2 -0.866 3 0.5 11 1 26 0.9DL + 1WL 180 AZI Yes Y DL 0.9 2 -1 3 12 1 27 0.9DL + 1WL 210 AZI Yes Y DL 0.9 2 -0.866 3 -0.5 13 1 28 0.9DL + 1WL 225 AZI Yes Y DL 0.9 2 -0.707 3 -0.707 14 1 29 0.9DL + 1WL 240 AZI Yes Y DL 0.9 2 -0.5 3 -0.866 15 1 30 0.9DL + 1WL 270 AZI Yes Y DL 0.9 2 3 -1 16 1 31 0.9DL + 1WL 300 AZI Yes Y DL 0.9 2 0.5 3 -0.866 17 1 32 0.9DL + 1WL 315 AZI Yes Y DL 0.9 2 0.707 3 -0.707 18 1 33 0.9DL + 1WL 330 AZI Yes Y DL 0.9 2 0.866 3 -0.5 19 1 34 (1.2+0.2Sds)DL + 1E 0 AZI Yes Y DL 1.407 20 1 21 35 (1.2+0.2Sds)DL + 1E 30 AZI Yes Y DL 1.407 20 0.866 21 0.5 36 (1.2+0.2Sds)DL + 1E 45 AZI Yes Y DL 1.407 20 0.707 21 0.707 37 (1.2+0.2Sds)DL + 1E 60 AZI Yes Y DL 1.407 20 0.5 21 0.866 38 (1.2+0.2Sds)DL + 1E 90 AZI Yes Y DL 1.407 20 21 1 39 (1.2+0.2Sds)DL + 1E 120 AZI Yes Y DL 1.407 20 -0.5 21 0.866 40 (1.2+0.2Sds)DL + 1E 135 AZI Yes Y DL 1.407 20 -0.707 21 0.707 41 (1.2+0.2Sds)DL + 1E 150 AZI Yes Y DL 1.407 20 -0.866 21 0.5 42 (1.2+0.2Sds)DL + 1E 180 AZI Yes Y DL 1.407 20 -1 21 43 (1.2+0.2Sds)DL + 1E 210 AZI Yes Y DL 1.407 20 -0.866 21 -0.5 44 (1.2+0.2Sds)DL + 1E 225 AZI Yes Y DL 1.407 20 -0.707 21 -0.707 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 17 Load Combinations (Continued) Description SolveP-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 45 (1.2+0.2Sds)DL + 1E 240 AZI Yes Y DL 1.407 20 -0.5 21 -0.866 46 (1.2+0.2Sds)DL + 1E 270 AZI Yes Y DL 1.407 20 21 -1 47 (1.2+0.2Sds)DL + 1E 300 AZI Yes Y DL 1.407 20 0.5 21 -0.866 48 (1.2+0.2Sds)DL + 1E 315 AZI Yes Y DL 1.407 20 0.707 21 -0.707 49 (1.2+0.2Sds)DL + 1E 330 AZI Yes Y DL 1.407 20 0.866 21 -0.5 50 (0.9-0.2Sds)DL + 1E 0 AZI Yes Y DL 0.693 20 1 21 51 (0.9-0.2Sds)DL + 1E 30 AZI Yes Y DL 0.693 20 0.866 21 0.5 52 (0.9-0.2Sds)DL + 1E 45 AZI Yes Y DL 0.693 20 0.707 21 0.707 53 (0.9-0.2Sds)DL + 1E 60 AZI Yes Y DL 0.693 20 0.5 21 0.866 54 (0.9-0.2Sds)DL + 1E 90 AZI Yes Y DL 0.693 20 21 1 55 (0.9-0.2Sds)DL + 1E 120 AZI Yes Y DL 0.693 20 -0.5 21 0.866 56 (0.9-0.2Sds)DL + 1E 135 AZI Yes Y DL 0.693 20 -0.707 21 0.707 57 (0.9-0.2Sds)DL + 1E 150 AZI Yes Y DL 0.693 20 -0.866 21 0.5 58 (0.9-0.2Sds)DL + 1E 180 AZI Yes Y DL 0.693 20 -1 21 59 (0.9-0.2Sds)DL + 1E 210 AZI Yes Y DL 0.693 20 -0.866 21 -0.5 60 (0.9-0.2Sds)DL + 1E 225 AZI Yes Y DL 0.693 20 -0.707 21 -0.707 61 (0.9-0.2Sds)DL + 1E 240 AZI Yes Y DL 0.693 20 -0.5 21 -0.866 62 (0.9-0.2Sds)DL + 1E 270 AZI Yes Y DL 0.693 20 21 -1 63 (0.9-0.2Sds)DL + 1E 300 AZI Yes Y DL 0.693 20 0.5 21 -0.866 64 (0.9-0.2Sds)DL + 1E 315 AZI Yes Y DL 0.693 20 0.707 21 -0.707 65 (0.9-0.2Sds)DL + 1E 330 AZI Yes Y DL 0.693 20 0.866 21 -0.5 66 1.2DL + 1.6L + 0.5Lr Yes Y DL 1.2 LL 1.6 RLL 0.5 67 1.2DL + 1.6Lr + 1L Yes Y DL 1.2 RLL 1.6 LL 1 68 1.2DL + 1.6Lr + 0.5WL 0 AZI Yes Y DL 1.2 RLL 1.6 2 0.5 3 4 0.5 69 1.2DL + 1.6Lr + 0.5WL 30 AZI Yes Y DL 1.2 RLL 1.6 2 0.433 3 0.25 5 0.5 70 1.2DL + 1.6Lr + 0.5WL 45 AZI Yes Y DL 1.2 RLL 1.6 2 0.354 3 0.354 6 0.5 71 1.2DL + 1.6Lr + 0.5WL 60 AZI Yes Y DL 1.2 RLL 1.6 2 0.25 3 0.433 7 0.5 72 1.2DL + 1.6Lr + 0.5WL 90 AZI Yes Y DL 1.2 RLL 1.6 2 3 0.5 8 0.5 73 1.2DL + 1.6Lr + 0.5WL 120 AZI Yes Y DL 1.2 RLL 1.6 2 -0.25 3 0.433 9 0.5 74 1.2DL + 1.6Lr + 0.5WL 135 AZI Yes Y DL 1.2 RLL 1.6 2 -0.354 3 0.354 10 0.5 75 1.2DL + 1.6Lr + 0.5WL 150 AZI Yes Y DL 1.2 RLL 1.6 2 -0.433 3 0.25 11 0.5 76 1.2DL + 1.6Lr + 0.5WL 180 AZI Yes Y DL 1.2 RLL 1.6 2 -0.5 3 12 0.5 77 1.2DL + 1.6Lr + 0.5WL 210 AZI Yes Y DL 1.2 RLL 1.6 2 -0.433 3 -0.25 13 0.5 78 1.2DL + 1.6Lr + 0.5WL 225 AZI Yes Y DL 1.2 RLL 1.6 2 -0.354 3 -0.354 14 0.5 79 1.2DL + 1.6Lr + 0.5WL 240 AZI Yes Y DL 1.2 RLL 1.6 2 -0.25 3 -0.433 15 0.5 80 1.2DL + 1.6Lr + 0.5WL 270 AZI Yes Y DL 1.2 RLL 1.6 2 3 -0.5 16 0.5 81 1.2DL + 1.6Lr + 0.5WL 300 AZI Yes Y DL 1.2 RLL 1.6 2 0.25 3 -0.433 17 0.5 82 1.2DL + 1.6Lr + 0.5WL 315 AZI Yes Y DL 1.2 RLL 1.6 2 0.354 3 -0.354 18 0.5 83 1.2DL + 1.6Lr + 0.5WL 330 AZI Yes Y DL 1.2 RLL 1.6 2 0.433 3 -0.25 19 0.5 84 1.2DL + 1L + 0.5Lr + 1WL 0 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 1 3 4 1 85 1.2DL + 1L + 0.5Lr + 1WL 30 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 0.866 3 0.5 5 1 86 1.2DL + 1L + 0.5Lr + 1WL 45 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 0.707 3 0.707 6 1 87 1.2DL + 1L + 0.5Lr + 1WL 60 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 0.5 3 0.866 7 1 88 1.2DL + 1L + 0.5Lr + 1WL 90 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 3 1 8 1 89 1.2DL + 1L + 0.5Lr + 1WL 120 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 -0.5 3 0.866 9 1 90 1.2DL + 1L + 0.5Lr + 1WL 135 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 -0.707 3 0.707 10 1 91 1.2DL + 1L + 0.5Lr + 1WL 150 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 -0.866 3 0.5 11 1 92 1.2DL + 1L + 0.5Lr + 1WL 180 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 -1 3 12 1 93 1.2DL + 1L + 0.5Lr + 1WL 210 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 -0.866 3 -0.5 13 1 94 1.2DL + 1L + 0.5Lr + 1WL 225 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 -0.707 3 -0.707 14 1 95 1.2DL + 1L + 0.5Lr + 1WL 240 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 -0.5 3 -0.866 15 1 96 1.2DL + 1L + 0.5Lr + 1WL 270 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 3 -1 16 1 97 1.2DL + 1L + 0.5Lr + 1WL 300 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 0.5 3 -0.866 17 1 98 1.2DL + 1L + 0.5Lr + 1WL 315 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 0.707 3 -0.707 18 1 99 1.2DL + 1L + 0.5Lr + 1WL 330 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 0.866 3 -0.5 19 1 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 18 Load Combinations (Continued) Description SolveP-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 100 1.2DL + 1.6L + 0.5SL Yes Y DL 1.2 LL 1.6 SL 0.5 101 1.2DL + 1.6SL + 1L Yes Y DL 1.2 SL 1.6 LL 1 102 1.2DL + 1.6SL + 0.5WL 0 AZI Yes Y DL 1.2 SL 1.6 2 0.5 3 4 0.5 103 1.2DL + 1.6SL + 0.5WL 30 AZI Yes Y DL 1.2 SL 1.6 2 0.433 3 0.25 5 0.5 104 1.2DL + 1.6SL + 0.5WL 45 AZI Yes Y DL 1.2 SL 1.6 2 0.354 3 0.354 6 0.5 105 1.2DL + 1.6SL + 0.5WL 60 AZI Yes Y DL 1.2 SL 1.6 2 0.25 3 0.433 7 0.5 106 1.2DL + 1.6SL + 0.5WL 90 AZI Yes Y DL 1.2 SL 1.6 2 3 0.5 8 0.5 107 1.2DL + 1.6SL + 0.5WL 120 AZI Yes Y DL 1.2 SL 1.6 2 -0.25 3 0.433 9 0.5 108 1.2DL + 1.6SL + 0.5WL 135 AZI Yes Y DL 1.2 SL 1.6 2 -0.354 3 0.354 10 0.5 109 1.2DL + 1.6SL + 0.5WL 150 AZI Yes Y DL 1.2 SL 1.6 2 -0.433 3 0.25 11 0.5 110 1.2DL + 1.6SL + 0.5WL 180 AZI Yes Y DL 1.2 SL 1.6 2 -0.5 3 12 0.5 111 1.2DL + 1.6SL + 0.5WL 210 AZI Yes Y DL 1.2 SL 1.6 2 -0.433 3 -0.25 13 0.5 112 1.2DL + 1.6SL + 0.5WL 225 AZI Yes Y DL 1.2 SL 1.6 2 -0.354 3 -0.354 14 0.5 113 1.2DL + 1.6SL + 0.5WL 240 AZI Yes Y DL 1.2 SL 1.6 2 -0.25 3 -0.433 15 0.5 114 1.2DL + 1.6SL + 0.5WL 270 AZI Yes Y DL 1.2 SL 1.6 2 3 -0.5 16 0.5 115 1.2DL + 1.6SL + 0.5WL 300 AZI Yes Y DL 1.2 SL 1.6 2 0.25 3 -0.433 17 0.5 116 1.2DL + 1.6SL + 0.5WL 315 AZI Yes Y DL 1.2 SL 1.6 2 0.354 3 -0.354 18 0.5 117 1.2DL + 1.6SL + 0.5WL 330 AZI Yes Y DL 1.2 SL 1.6 2 0.433 3 -0.25 19 0.5 118 1.2DL + 1L + 0.5SL + 1WL 0 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 1 3 4 1 119 1.2DL + 1L + 0.5SL + 1WL 30 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 0.866 3 0.5 5 1 120 1.2DL + 1L + 0.5SL + 1WL 45 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 0.707 3 0.707 6 1 121 1.2DL + 1L + 0.5SL + 1WL 60 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 0.5 3 0.866 7 1 122 1.2DL + 1L + 0.5SL + 1WL 90 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 3 1 8 1 123 1.2DL + 1L + 0.5SL + 1WL 120 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 -0.5 3 0.866 9 1 124 1.2DL + 1L + 0.5SL + 1WL 135 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 -0.707 3 0.707 10 1 125 1.2DL + 1L + 0.5SL + 1WL 150 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 -0.866 3 0.5 11 1 126 1.2DL + 1L + 0.5SL + 1WL 180 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 -1 3 12 1 127 1.2DL + 1L + 0.5SL + 1WL 210 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 -0.866 3 -0.5 13 1 128 1.2DL + 1L + 0.5SL + 1WL 225 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 -0.707 3 -0.707 14 1 129 1.2DL + 1L + 0.5SL + 1WL 240 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 -0.5 3 -0.866 15 1 130 1.2DL + 1L + 0.5SL + 1WL 270 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 3 -1 16 1 131 1.2DL + 1L + 0.5SL + 1WL 300 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 0.5 3 -0.866 17 1 132 1.2DL + 1L + 0.5SL + 1WL 315 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 0.707 3 -0.707 18 1 133 1.2DL + 1L + 0.5SL + 1WL 330 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 0.866 3 -0.5 19 1 134 1.2DL + 1.5Lm + 1Wm 0 AZI - MP1A Yes Y DL 1.2 25 1.5 2 0.1 3 4 0.1 135 1.2DL + 1.5Lm + 1Wm 30 AZI - MP1A Yes Y DL 1.2 25 1.5 2 0.086 3 0.05 5 0.1 136 1.2DL + 1.5Lm + 1Wm 45 AZI - MP1A Yes Y DL 1.2 25 1.5 2 0.071 3 0.071 6 0.1 137 1.2DL + 1.5Lm + 1Wm 60 AZI - MP1A Yes Y DL 1.2 25 1.5 2 0.05 3 0.086 7 0.1 138 1.2DL + 1.5Lm + 1Wm 90 AZI - MP1A Yes Y DL 1.2 25 1.5 2 3 0.1 8 0.1 139 1.2DL + 1.5Lm + 1Wm 120 AZI - MP1A Yes Y DL 1.2 25 1.5 2 -0.05 3 0.086 9 0.1 140 1.2DL + 1.5Lm + 1Wm 135 AZI - MP1A Yes Y DL 1.2 25 1.5 2 -0.071 3 0.071 10 0.1 141 1.2DL + 1.5Lm + 1Wm 150 AZI - MP1A Yes Y DL 1.2 25 1.5 2 -0.086 3 0.05 11 0.1 142 1.2DL + 1.5Lm + 1Wm 180 AZI - MP1A Yes Y DL 1.2 25 1.5 2 -0.1 3 12 0.1 143 1.2DL + 1.5Lm + 1Wm 210 AZI - MP1A Yes Y DL 1.2 25 1.5 2 -0.086 3 -0.05 13 0.1 144 1.2DL + 1.5Lm + 1Wm 225 AZI - MP1A Yes Y DL 1.2 25 1.5 2 -0.071 3 -0.071 14 0.1 145 1.2DL + 1.5Lm + 1Wm 240 AZI - MP1A Yes Y DL 1.2 25 1.5 2 -0.05 3 -0.086 15 0.1 146 1.2DL + 1.5Lm + 1Wm 270 AZI - MP1A Yes Y DL 1.2 25 1.5 2 3 -0.1 16 0.1 147 1.2DL + 1.5Lm + 1Wm 300 AZI - MP1A Yes Y DL 1.2 25 1.5 2 0.05 3 -0.086 17 0.1 148 1.2DL + 1.5Lm + 1Wm 315 AZI - MP1A Yes Y DL 1.2 25 1.5 2 0.071 3 -0.071 18 0.1 149 1.2DL + 1.5Lm + 1Wm 330 AZI - MP1A Yes Y DL 1.2 25 1.5 2 0.086 3 -0.05 19 0.1 150 1.2DL + 1.5Lm + 1Wm 0 AZI - MP2 Yes Y DL 1.2 26 1.5 2 0.1 3 4 0.1 151 1.2DL + 1.5Lm + 1Wm 30 AZI - MP2 Yes Y DL 1.2 26 1.5 2 0.086 3 0.05 5 0.1 152 1.2DL + 1.5Lm + 1Wm 45 AZI - MP2 Yes Y DL 1.2 26 1.5 2 0.071 3 0.071 6 0.1 153 1.2DL + 1.5Lm + 1Wm 60 AZI - MP2 Yes Y DL 1.2 26 1.5 2 0.05 3 0.086 7 0.1 154 1.2DL + 1.5Lm + 1Wm 90 AZI - MP2 Yes Y DL 1.2 26 1.5 2 3 0.1 8 0.1 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 19 Load Combinations (Continued) Description SolveP-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 155 1.2DL + 1.5Lm + 1Wm 120 AZI - MP2 Yes Y DL 1.2 26 1.5 2 -0.05 3 0.086 9 0.1 156 1.2DL + 1.5Lm + 1Wm 135 AZI - MP2 Yes Y DL 1.2 26 1.5 2 -0.071 3 0.071 10 0.1 157 1.2DL + 1.5Lm + 1Wm 150 AZI - MP2 Yes Y DL 1.2 26 1.5 2 -0.086 3 0.05 11 0.1 158 1.2DL + 1.5Lm + 1Wm 180 AZI - MP2 Yes Y DL 1.2 26 1.5 2 -0.1 3 12 0.1 159 1.2DL + 1.5Lm + 1Wm 210 AZI - MP2 Yes Y DL 1.2 26 1.5 2 -0.086 3 -0.05 13 0.1 160 1.2DL + 1.5Lm + 1Wm 225 AZI - MP2 Yes Y DL 1.2 26 1.5 2 -0.071 3 -0.071 14 0.1 161 1.2DL + 1.5Lm + 1Wm 240 AZI - MP2 Yes Y DL 1.2 26 1.5 2 -0.05 3 -0.086 15 0.1 162 1.2DL + 1.5Lm + 1Wm 270 AZI - MP2 Yes Y DL 1.2 26 1.5 2 3 -0.1 16 0.1 163 1.2DL + 1.5Lm + 1Wm 300 AZI - MP2 Yes Y DL 1.2 26 1.5 2 0.05 3 -0.086 17 0.1 164 1.2DL + 1.5Lm + 1Wm 315 AZI - MP2 Yes Y DL 1.2 26 1.5 2 0.071 3 -0.071 18 0.1 165 1.2DL + 1.5Lm + 1Wm 330 AZI - MP2 Yes Y DL 1.2 26 1.5 2 0.086 3 -0.05 19 0.1 166 1.2DL + 1.5Lm + 1Wm 0 AZI - MP3A Yes Y DL 1.2 27 1.5 2 0.1 3 4 0.1 167 1.2DL + 1.5Lm + 1Wm 30 AZI - MP3A Yes Y DL 1.2 27 1.5 2 0.086 3 0.05 5 0.1 168 1.2DL + 1.5Lm + 1Wm 45 AZI - MP3A Yes Y DL 1.2 27 1.5 2 0.071 3 0.071 6 0.1 169 1.2DL + 1.5Lm + 1Wm 60 AZI - MP3A Yes Y DL 1.2 27 1.5 2 0.05 3 0.086 7 0.1 170 1.2DL + 1.5Lm + 1Wm 90 AZI - MP3A Yes Y DL 1.2 27 1.5 2 3 0.1 8 0.1 171 1.2DL + 1.5Lm + 1Wm 120 AZI - MP3A Yes Y DL 1.2 27 1.5 2 -0.05 3 0.086 9 0.1 172 1.2DL + 1.5Lm + 1Wm 135 AZI - MP3A Yes Y DL 1.2 27 1.5 2 -0.071 3 0.071 10 0.1 173 1.2DL + 1.5Lm + 1Wm 150 AZI - MP3A Yes Y DL 1.2 27 1.5 2 -0.086 3 0.05 11 0.1 174 1.2DL + 1.5Lm + 1Wm 180 AZI - MP3A Yes Y DL 1.2 27 1.5 2 -0.1 3 12 0.1 175 1.2DL + 1.5Lm + 1Wm 210 AZI - MP3A Yes Y DL 1.2 27 1.5 2 -0.086 3 -0.05 13 0.1 176 1.2DL + 1.5Lm + 1Wm 225 AZI - MP3A Yes Y DL 1.2 27 1.5 2 -0.071 3 -0.071 14 0.1 177 1.2DL + 1.5Lm + 1Wm 240 AZI - MP3A Yes Y DL 1.2 27 1.5 2 -0.05 3 -0.086 15 0.1 178 1.2DL + 1.5Lm + 1Wm 270 AZI - MP3A Yes Y DL 1.2 27 1.5 2 3 -0.1 16 0.1 179 1.2DL + 1.5Lm + 1Wm 300 AZI - MP3A Yes Y DL 1.2 27 1.5 2 0.05 3 -0.086 17 0.1 180 1.2DL + 1.5Lm + 1Wm 315 AZI - MP3A Yes Y DL 1.2 27 1.5 2 0.071 3 -0.071 18 0.1 181 1.2DL + 1.5Lm + 1Wm 330 AZI - MP3A Yes Y DL 1.2 27 1.5 2 0.086 3 -0.05 19 0.1 182 1.2DL + 1.5Lm + 1Wm 0 AZI - MP4A Yes Y DL 1.2 28 1.5 2 0.1 3 4 0.1 183 1.2DL + 1.5Lm + 1Wm 30 AZI - MP4A Yes Y DL 1.2 28 1.5 2 0.086 3 0.05 5 0.1 184 1.2DL + 1.5Lm + 1Wm 45 AZI - MP4A Yes Y DL 1.2 28 1.5 2 0.071 3 0.071 6 0.1 185 1.2DL + 1.5Lm + 1Wm 60 AZI - MP4A Yes Y DL 1.2 28 1.5 2 0.05 3 0.086 7 0.1 186 1.2DL + 1.5Lm + 1Wm 90 AZI - MP4A Yes Y DL 1.2 28 1.5 2 3 0.1 8 0.1 187 1.2DL + 1.5Lm + 1Wm 120 AZI - MP4A Yes Y DL 1.2 28 1.5 2 -0.05 3 0.086 9 0.1 188 1.2DL + 1.5Lm + 1Wm 135 AZI - MP4A Yes Y DL 1.2 28 1.5 2 -0.071 3 0.071 10 0.1 189 1.2DL + 1.5Lm + 1Wm 150 AZI - MP4A Yes Y DL 1.2 28 1.5 2 -0.086 3 0.05 11 0.1 190 1.2DL + 1.5Lm + 1Wm 180 AZI - MP4A Yes Y DL 1.2 28 1.5 2 -0.1 3 12 0.1 191 1.2DL + 1.5Lm + 1Wm 210 AZI - MP4A Yes Y DL 1.2 28 1.5 2 -0.086 3 -0.05 13 0.1 192 1.2DL + 1.5Lm + 1Wm 225 AZI - MP4A Yes Y DL 1.2 28 1.5 2 -0.071 3 -0.071 14 0.1 193 1.2DL + 1.5Lm + 1Wm 240 AZI - MP4A Yes Y DL 1.2 28 1.5 2 -0.05 3 -0.086 15 0.1 194 1.2DL + 1.5Lm + 1Wm 270 AZI - MP4A Yes Y DL 1.2 28 1.5 2 3 -0.1 16 0.1 195 1.2DL + 1.5Lm + 1Wm 300 AZI - MP4A Yes Y DL 1.2 28 1.5 2 0.05 3 -0.086 17 0.1 196 1.2DL + 1.5Lm + 1Wm 315 AZI - MP4A Yes Y DL 1.2 28 1.5 2 0.071 3 -0.071 18 0.1 197 1.2DL + 1.5Lm + 1Wm 330 AZI - MP4A Yes Y DL 1.2 28 1.5 2 0.086 3 -0.05 19 0.1 198 1.2DL + 1.5Lm + 1Wm 0 AZI - MP1 Yes Y DL 1.2 29 1.5 2 0.1 3 4 0.1 199 1.2DL + 1.5Lm + 1Wm 30 AZI - MP1 Yes Y DL 1.2 29 1.5 2 0.086 3 0.05 5 0.1 200 1.2DL + 1.5Lm + 1Wm 45 AZI - MP1 Yes Y DL 1.2 29 1.5 2 0.071 3 0.071 6 0.1 201 1.2DL + 1.5Lm + 1Wm 60 AZI - MP1 Yes Y DL 1.2 29 1.5 2 0.05 3 0.086 7 0.1 202 1.2DL + 1.5Lm + 1Wm 90 AZI - MP1 Yes Y DL 1.2 29 1.5 2 3 0.1 8 0.1 203 1.2DL + 1.5Lm + 1Wm 120 AZI - MP1 Yes Y DL 1.2 29 1.5 2 -0.05 3 0.086 9 0.1 204 1.2DL + 1.5Lm + 1Wm 135 AZI - MP1 Yes Y DL 1.2 29 1.5 2 -0.071 3 0.071 10 0.1 205 1.2DL + 1.5Lm + 1Wm 150 AZI - MP1 Yes Y DL 1.2 29 1.5 2 -0.086 3 0.05 11 0.1 206 1.2DL + 1.5Lm + 1Wm 180 AZI - MP1 Yes Y DL 1.2 29 1.5 2 -0.1 3 12 0.1 207 1.2DL + 1.5Lm + 1Wm 210 AZI - MP1 Yes Y DL 1.2 29 1.5 2 -0.086 3 -0.05 13 0.1 208 1.2DL + 1.5Lm + 1Wm 225 AZI - MP1 Yes Y DL 1.2 29 1.5 2 -0.071 3 -0.071 14 0.1 209 1.2DL + 1.5Lm + 1Wm 240 AZI - MP1 Yes Y DL 1.2 29 1.5 2 -0.05 3 -0.086 15 0.1 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 20 Load Combinations (Continued) Description SolveP-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 210 1.2DL + 1.5Lm + 1Wm 270 AZI - MP1 Yes Y DL 1.2 29 1.5 2 3 -0.1 16 0.1 211 1.2DL + 1.5Lm + 1Wm 300 AZI - MP1 Yes Y DL 1.2 29 1.5 2 0.05 3 -0.086 17 0.1 212 1.2DL + 1.5Lm + 1Wm 315 AZI - MP1 Yes Y DL 1.2 29 1.5 2 0.071 3 -0.071 18 0.1 213 1.2DL + 1.5Lm + 1Wm 330 AZI - MP1 Yes Y DL 1.2 29 1.5 2 0.086 3 -0.05 19 0.1 214 1.2DL + 1.5Lm + 1Wm 0 AZI - MP3 Yes Y DL 1.2 30 1.5 2 0.1 3 4 0.1 215 1.2DL + 1.5Lm + 1Wm 30 AZI - MP3 Yes Y DL 1.2 30 1.5 2 0.086 3 0.05 5 0.1 216 1.2DL + 1.5Lm + 1Wm 45 AZI - MP3 Yes Y DL 1.2 30 1.5 2 0.071 3 0.071 6 0.1 217 1.2DL + 1.5Lm + 1Wm 60 AZI - MP3 Yes Y DL 1.2 30 1.5 2 0.05 3 0.086 7 0.1 218 1.2DL + 1.5Lm + 1Wm 90 AZI - MP3 Yes Y DL 1.2 30 1.5 2 3 0.1 8 0.1 219 1.2DL + 1.5Lm + 1Wm 120 AZI - MP3 Yes Y DL 1.2 30 1.5 2 -0.05 3 0.086 9 0.1 220 1.2DL + 1.5Lm + 1Wm 135 AZI - MP3 Yes Y DL 1.2 30 1.5 2 -0.071 3 0.071 10 0.1 221 1.2DL + 1.5Lm + 1Wm 150 AZI - MP3 Yes Y DL 1.2 30 1.5 2 -0.086 3 0.05 11 0.1 222 1.2DL + 1.5Lm + 1Wm 180 AZI - MP3 Yes Y DL 1.2 30 1.5 2 -0.1 3 12 0.1 223 1.2DL + 1.5Lm + 1Wm 210 AZI - MP3 Yes Y DL 1.2 30 1.5 2 -0.086 3 -0.05 13 0.1 224 1.2DL + 1.5Lm + 1Wm 225 AZI - MP3 Yes Y DL 1.2 30 1.5 2 -0.071 3 -0.071 14 0.1 225 1.2DL + 1.5Lm + 1Wm 240 AZI - MP3 Yes Y DL 1.2 30 1.5 2 -0.05 3 -0.086 15 0.1 226 1.2DL + 1.5Lm + 1Wm 270 AZI - MP3 Yes Y DL 1.2 30 1.5 2 3 -0.1 16 0.1 227 1.2DL + 1.5Lm + 1Wm 300 AZI - MP3 Yes Y DL 1.2 30 1.5 2 0.05 3 -0.086 17 0.1 228 1.2DL + 1.5Lm + 1Wm 315 AZI - MP3 Yes Y DL 1.2 30 1.5 2 0.071 3 -0.071 18 0.1 229 1.2DL + 1.5Lm + 1Wm 330 AZI - MP3 Yes Y DL 1.2 30 1.5 2 0.086 3 -0.05 19 0.1 230 1.2DL + 1.5Lm + 1Wm 0 AZI - MP4 Yes Y DL 1.2 31 1.5 2 0.1 3 4 0.1 231 1.2DL + 1.5Lm + 1Wm 30 AZI - MP4 Yes Y DL 1.2 31 1.5 2 0.086 3 0.05 5 0.1 232 1.2DL + 1.5Lm + 1Wm 45 AZI - MP4 Yes Y DL 1.2 31 1.5 2 0.071 3 0.071 6 0.1 233 1.2DL + 1.5Lm + 1Wm 60 AZI - MP4 Yes Y DL 1.2 31 1.5 2 0.05 3 0.086 7 0.1 234 1.2DL + 1.5Lm + 1Wm 90 AZI - MP4 Yes Y DL 1.2 31 1.5 2 3 0.1 8 0.1 235 1.2DL + 1.5Lm + 1Wm 120 AZI - MP4 Yes Y DL 1.2 31 1.5 2 -0.05 3 0.086 9 0.1 236 1.2DL + 1.5Lm + 1Wm 135 AZI - MP4 Yes Y DL 1.2 31 1.5 2 -0.071 3 0.071 10 0.1 237 1.2DL + 1.5Lm + 1Wm 150 AZI - MP4 Yes Y DL 1.2 31 1.5 2 -0.086 3 0.05 11 0.1 238 1.2DL + 1.5Lm + 1Wm 180 AZI - MP4 Yes Y DL 1.2 31 1.5 2 -0.1 3 12 0.1 239 1.2DL + 1.5Lm + 1Wm 210 AZI - MP4 Yes Y DL 1.2 31 1.5 2 -0.086 3 -0.05 13 0.1 240 1.2DL + 1.5Lm + 1Wm 225 AZI - MP4 Yes Y DL 1.2 31 1.5 2 -0.071 3 -0.071 14 0.1 241 1.2DL + 1.5Lm + 1Wm 240 AZI - MP4 Yes Y DL 1.2 31 1.5 2 -0.05 3 -0.086 15 0.1 242 1.2DL + 1.5Lm + 1Wm 270 AZI - MP4 Yes Y DL 1.2 31 1.5 2 3 -0.1 16 0.1 243 1.2DL + 1.5Lm + 1Wm 300 AZI - MP4 Yes Y DL 1.2 31 1.5 2 0.05 3 -0.086 17 0.1 244 1.2DL + 1.5Lm + 1Wm 315 AZI - MP4 Yes Y DL 1.2 31 1.5 2 0.071 3 -0.071 18 0.1 245 1.2DL + 1.5Lm + 1Wm 330 AZI - MP4 Yes Y DL 1.2 31 1.5 2 0.086 3 -0.05 19 0.1 Node Reactions LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 1 1 N111 -146.002 314.427 17.721 0 0 0 2 1 N110 141.084 324.843 -17.702 0 0 0 3 1 N112 -101.277 382.068 -29.051 0 0 0 4 1 N113 106.195 388.928 29.029 0 0 0 5 1 Totals:0 1410.267 -0.003 6 1 COG (in):X: 429.567 Y: -32.316 Z: -0.152 7 2 N111 -1548.213 6082.726 234.087 0 0 0 8 2 N110 -1250.383 -5531.761 342.13 0 0 0 9 2 N112 1290.495 -5024.064 389.899 0 0 0 10 2 N113 1508.101 5681.899 278.513 0 0 0 11 2 Totals:-0.001 1208.8 1244.629 12 2 COG (in):X: 429.567 Y: -32.316 Z: -0.152 13 3 N111 -1217.412 4622.484 207.006 0 0 0 14 3 N110 -902.848 -4094.308 299.92 0 0 0 15 3 N112 1240.3 -4736.42 347.254 0 0 0 16 3 N113 1416.951 5417.044 254.407 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 21 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 17 3 Totals:536.992 1208.8 1108.588 18 3 COG (in):X: 429.567 Y: -32.316 Z: -0.152 19 4 N111 -866.72 3150.133 169.551 0 0 0 20 4 N110 -554.466 -2630.191 236.845 0 0 0 21 4 N112 1005.013 -3770.9 271.452 0 0 0 22 4 N113 1160.479 4459.758 212.188 0 0 0 23 4 Totals:744.306 1208.8 890.036 24 4 COG (in):X: 429.567 Y: -32.316 Z: -0.152 25 5 N111 -496.864 1639.912 119.029 0 0 0 26 5 N110 -192.084 -1122.207 152.28 0 0 0 27 5 N112 693.728 -2545.912 165.97 0 0 0 28 5 N113 836.82 3237.007 151.649 0 0 0 29 5 Totals:841.599 1208.8 588.928 30 5 COG (in):X: 429.567 Y: -32.316 Z: -0.152 31 6 N111 65.787 -596.437 7.728 0 0 0 32 6 N110 356.757 1114.675 -21.198 0 0 0 33 6 N112 173.615 -550.609 -18.945 0 0 0 34 6 N113 302.196 1241.169 32.406 0 0 0 35 6 Totals:898.356 1208.8 -0.009 36 6 COG (in):X: 429.567 Y: -32.316 Z: -0.152 37 7 N111 557.454 -2510.009 -108.676 0 0 0 38 7 N110 835.531 3022.509 -201.513 0 0 0 39 7 N112 -296.991 1215.431 -223.791 0 0 0 40 7 N113 -183.232 -519.131 -96.039 0 0 0 41 7 Totals:912.763 1208.8 -630.019 42 7 COG (in):X: 429.567 Y: -32.316 Z: -0.152 43 8 N111 733.335 -3169.661 -156.577 0 0 0 44 8 N110 1000.28 3684.881 -280.826 0 0 0 45 8 N112 -537.59 2080.843 -328.03 0 0 0 46 8 N113 -418.304 -1387.264 -157.992 0 0 0 47 8 Totals:777.722 1208.8 -923.424 48 8 COG (in):X: 429.567 Y: -32.316 Z: -0.152 49 9 N111 826.448 -3497.929 -189.146 0 0 0 50 9 N110 1079.654 4020.72 -337.602 0 0 0 51 9 N112 -743.608 2801.251 -403.864 0 0 0 52 9 N113 -610.666 -2115.242 -203.615 0 0 0 53 9 Totals:551.829 1208.8 -1134.228 54 9 COG (in):X: 429.567 Y: -32.316 Z: -0.152 55 10 N111 756.207 -3157.691 -200.68 0 0 0 56 10 N110 981.377 3703.034 -360.991 0 0 0 57 10 N112 -952.445 3495.96 -418.701 0 0 0 58 10 N113 -785.139 -2832.503 -220.769 0 0 0 59 10 Totals:0 1208.8 -1201.141 60 10 COG (in):X: 429.567 Y: -32.316 Z: -0.152 61 11 N111 585.073 -2433.989 -173.26 0 0 0 62 11 N110 785.068 3001.211 -322.765 0 0 0 63 11 N112 -1052.311 3793.535 -397.455 0 0 0 64 11 N113 -850.699 -3151.957 -207.901 0 0 0 65 11 Totals:-532.87 1208.8 -1101.381 66 11 COG (in):X: 429.567 Y: -32.316 Z: -0.152 67 12 N111 397.151 -1680.772 -135.942 0 0 0 68 12 N110 589.931 2256.516 -262.037 0 0 0 69 12 N112 -974.381 3493.226 -326.97 0 0 0 70 12 N113 -759.767 -2860.17 -167.809 0 0 0 71 12 Totals:-747.066 1208.8 -892.757 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 22 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 72 12 COG (in):X: 429.567 Y: -32.316 Z: -0.152 73 13 N111 166.524 -765.719 -87.271 0 0 0 74 13 N110 357.518 1345.775 -182.609 0 0 0 75 13 N112 -813.25 2901.472 -230.366 0 0 0 76 13 N113 -590.717 -2272.728 -110.801 0 0 0 77 13 Totals:-879.925 1208.8 -611.048 78 13 COG (in):X: 429.567 Y: -32.316 Z: -0.152 79 14 N111 -314.314 1135.265 22.635 0 0 0 80 14 N110 -112.629 -557.594 -9.183 0 0 0 81 14 N112 -349.51 1205.565 -30.838 0 0 0 82 14 N113 -121.903 -574.436 17.39 0 0 0 83 14 Totals:-898.356 1208.8 0.004 84 14 COG (in):X: 429.567 Y: -32.316 Z: -0.152 85 15 N111 -879.235 3418.358 132.802 0 0 0 86 15 N110 -657.506 -2837.065 163.18 0 0 0 87 15 N112 209.018 -903.26 167.503 0 0 0 88 15 N113 453.287 1530.767 144.417 0 0 0 89 15 Totals:-874.437 1208.8 607.902 90 15 COG (in):X: 429.567 Y: -32.316 Z: -0.152 91 16 N111 -1190.079 4686.82 179.433 0 0 0 92 16 N110 -949.958 -4107.302 241.861 0 0 0 93 16 N112 569.754 -2278.316 271.543 0 0 0 94 16 N113 817.105 2907.598 206.077 0 0 0 95 16 Totals:-753.178 1208.8 898.914 96 16 COG (in):X: 429.567 Y: -32.316 Z: -0.152 97 17 N111 -1491.119 5921.763 215.324 0 0 0 98 17 N110 -1227.486 -5347.851 306.449 0 0 0 99 17 N112 958.274 -3776.308 362.171 0 0 0 100 17 N113 1204.38 4411.195 257.499 0 0 0 101 17 Totals:-555.951 1208.8 1141.443 102 17 COG (in):X: 429.567 Y: -32.316 Z: -0.152 103 18 N111 -1516.212 6012.212 230.707 0 0 0 104 18 N110 -1279.898 -5598.482 345.475 0 0 0 105 18 N112 1310.957 -5102.842 396.12 0 0 0 106 18 N113 1485.152 5595.711 272.328 0 0 0 107 18 Totals:-0.001 906.6 1244.63 108 18 COG (in):X: 429.567 Y: -32.316 Z: -0.152 109 19 N111 -1185.646 4553.152 203.569 0 0 0 110 19 N110 -932.678 -4162.24 303.324 0 0 0 111 19 N112 1261.079 -4816.373 353.472 0 0 0 112 19 N113 1394.237 5332.061 248.224 0 0 0 113 19 Totals:536.992 906.6 1108.588 114 19 COG (in):X: 429.567 Y: -32.316 Z: -0.152 115 20 N111 -835.127 3081.603 166.031 0 0 0 116 20 N110 -584.502 -2698.895 240.337 0 0 0 117 20 N112 1026.084 -3851.675 277.669 0 0 0 118 20 N113 1137.852 4375.568 205.999 0 0 0 119 20 Totals:744.306 906.6 890.035 120 20 COG (in):X: 429.567 Y: -32.316 Z: -0.152 121 21 N111 -465.399 1571.947 115.411 0 0 0 122 21 N110 -222.266 -1191.426 155.881 0 0 0 123 21 N112 715.06 -2627.282 172.196 0 0 0 124 21 N113 814.204 3153.36 145.444 0 0 0 125 21 Totals:841.599 906.6 588.931 126 21 COG (in):X: 429.567 Y: -32.316 Z: -0.152 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 23 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 127 22 N111 97.126 -663.868 3.931 0 0 0 128 22 N110 326.436 1045.013 -17.406 0 0 0 129 22 N112 195.278 -632.565 -12.698 0 0 0 130 22 N113 279.516 1158.02 26.164 0 0 0 131 22 Totals:898.356 906.6 -0.008 132 22 COG (in):X: 429.567 Y: -32.316 Z: -0.152 133 23 N111 588.713 -2577.14 -112.638 0 0 0 134 23 N110 805.132 2952.628 -197.543 0 0 0 135 23 N112 -275.082 1133.12 -217.501 0 0 0 136 23 N113 -206 -602.007 -102.337 0 0 0 137 23 Totals:912.763 906.6 -630.019 138 23 COG (in):X: 429.567 Y: -32.316 Z: -0.152 139 24 N111 764.553 -3236.655 -160.611 0 0 0 140 24 N110 969.858 3614.913 -276.782 0 0 0 141 24 N112 -515.57 1998.396 -321.707 0 0 0 142 24 N113 -441.119 -1470.054 -164.325 0 0 0 143 24 Totals:777.722 906.6 -923.425 144 24 COG (in):X: 429.567 Y: -32.316 Z: -0.152 145 25 N111 857.628 -3564.814 -193.231 0 0 0 146 25 N110 1049.226 3950.691 -333.502 0 0 0 147 25 N112 -721.503 2718.715 -397.522 0 0 0 148 25 N113 -633.522 -2197.992 -209.971 0 0 0 149 25 Totals:551.829 906.6 -1134.226 150 25 COG (in):X: 429.567 Y: -32.316 Z: -0.152 151 26 N111 787.345 -3224.488 -204.791 0 0 0 152 26 N110 950.983 3632.989 -356.867 0 0 0 153 26 N112 -930.283 3413.416 -412.369 0 0 0 154 26 N113 -808.045 -2915.316 -227.113 0 0 0 155 26 Totals:0 906.6 -1201.141 156 26 COG (in):X: 429.567 Y: -32.316 Z: -0.152 157 27 N111 616.15 -2500.617 -177.349 0 0 0 158 27 N110 754.693 2931.051 -318.665 0 0 0 159 27 N112 -1030.111 3710.911 -391.137 0 0 0 160 27 N113 -873.601 -3234.745 -214.228 0 0 0 161 27 Totals:-532.87 906.6 -1101.379 162 27 COG (in):X: 429.567 Y: -32.316 Z: -0.152 163 28 N111 428.26 -1747.568 -139.982 0 0 0 164 28 N110 559.62 2186.528 -257.99 0 0 0 165 28 N112 -952.263 3410.806 -320.678 0 0 0 166 28 N113 -782.683 -2943.167 -174.105 0 0 0 167 28 Totals:-747.066 906.6 -892.756 168 28 COG (in):X: 429.567 Y: -32.316 Z: -0.152 169 29 N111 197.648 -832.594 -91.24 0 0 0 170 29 N110 327.246 1275.85 -178.637 0 0 0 171 29 N112 -791.22 2819.165 -224.106 0 0 0 172 29 N113 -613.599 -2355.821 -117.062 0 0 0 173 29 Totals:-879.925 906.6 -611.047 174 29 COG (in):X: 429.567 Y: -32.316 Z: -0.152 175 30 N111 -283.106 1068.034 18.83 0 0 0 176 30 N110 -142.803 -627.242 -5.386 0 0 0 177 30 N112 -327.739 1123.653 -24.624 0 0 0 178 30 N113 -144.708 -657.845 11.185 0 0 0 179 30 Totals:-898.356 906.6 0.004 180 30 COG (in):X: 429.567 Y: -32.316 Z: -0.152 181 31 N111 -847.876 3350.487 129.183 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 24 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 182 31 N110 -687.526 -2906.172 166.782 0 0 0 183 31 N112 230.432 -984.509 173.692 0 0 0 184 31 N113 430.533 1446.794 138.247 0 0 0 185 31 Totals:-874.437 906.6 607.903 186 31 COG (in):X: 429.567 Y: -32.316 Z: -0.152 187 32 N111 -1158.462 4617.822 175.913 0 0 0 188 32 N110 -979.741 -4175.354 245.36 0 0 0 189 32 N112 590.792 -2358.519 277.728 0 0 0 190 32 N113 794.233 2822.652 199.916 0 0 0 191 32 Totals:-753.178 906.6 898.916 192 32 COG (in):X: 429.567 Y: -32.316 Z: -0.152 193 33 N111 -1459.441 5852.559 211.892 0 0 0 194 33 N110 -1257.226 -5415.782 309.85 0 0 0 195 33 N112 979.112 -3856.261 368.364 0 0 0 196 33 N113 1181.604 4326.083 251.335 0 0 0 197 33 Totals:-555.951 906.6 1141.441 198 33 COG (in):X: 429.567 Y: -32.316 Z: -0.152 199 34 N111 -2346.56 9480.497 274.02 0 0 0 200 34 N110 -1969.072 -8833.676 412.909 0 0 0 201 34 N112 2018.132 -8026.202 521.019 0 0 0 202 34 N113 2297.499 8796.256 353.053 0 0 0 203 34 Totals:-0.001 1416.874 1561 204 34 COG (in):X: 429.567 Y: -32.316 Z: -0.152 205 35 N111 -1564.488 5997.689 237.083 0 0 0 206 35 N110 -1179.08 -5378.81 352.964 0 0 0 207 35 N112 1660.45 -6399.636 448.509 0 0 0 208 35 N113 1863.401 7197.632 313.2 0 0 0 209 35 Totals:780.284 1416.875 1351.756 210 35 COG (in):X: 429.567 Y: -32.316 Z: -0.152 211 36 N111 -1076.01 3914.488 193.603 0 0 0 212 36 N110 -692.32 -3307.467 281.826 0 0 0 213 36 N112 1352.139 -5097.413 363.409 0 0 0 214 36 N113 1519.669 5907.266 264.859 0 0 0 215 36 Totals:1103.478 1416.874 1103.697 216 36 COG (in):X: 429.567 Y: -32.316 Z: -0.152 217 37 N111 -610.783 1982.846 137.253 0 0 0 218 37 N110 -229.964 -1385.177 189.696 0 0 0 219 37 N112 1026.166 -3768.035 252.389 0 0 0 220 37 N113 1166.033 4587.24 201.082 0 0 0 221 37 Totals:1351.453 1416.875 780.42 222 37 COG (in):X: 429.567 Y: -32.316 Z: -0.152 223 38 N111 184.112 -1198.642 3.199 0 0 0 224 38 N110 552.649 1787.311 -29.86 0 0 0 225 38 N112 356.273 -1161.827 -17.275 0 0 0 226 38 N113 467.536 1990.033 43.922 0 0 0 227 38 Totals:1560.57 1416.875 -0.014 228 38 COG (in):X: 429.567 Y: -32.316 Z: -0.152 229 39 N111 730.48 -3279.412 -126.621 0 0 0 230 39 N110 1074.319 3873.417 -244.371 0 0 0 231 39 N112 -285.594 1203.002 -290.852 0 0 0 232 39 N113 -167.751 -380.133 -118.57 0 0 0 233 39 Totals:1351.454 1416.875 -780.414 234 39 COG (in):X: 429.567 Y: -32.316 Z: -0.152 235 40 N111 896.311 -3878.311 -178.202 0 0 0 236 40 N110 1223.026 4479.991 -330.913 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 25 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 237 40 N112 -574.063 2228.307 -406.22 0 0 0 238 40 N113 -441.795 -1413.112 -188.312 0 0 0 239 40 Totals:1103.479 1416.875 -1103.648 240 40 COG (in):X: 429.567 Y: -32.316 Z: -0.152 241 41 N111 987.749 -4182.478 -215.894 0 0 0 242 41 N110 1294.892 4794.536 -395.474 0 0 0 243 41 N112 -827.307 3108.607 -496.481 0 0 0 244 41 N113 -675.049 -2303.79 -243.803 0 0 0 245 41 Totals:780.285 1416.875 -1351.651 246 41 COG (in):X: 429.567 Y: -32.316 Z: -0.152 247 42 N111 955.9 -3960.256 -240.864 0 0 0 248 42 N110 1220.596 4598.266 -443.656 0 0 0 249 42 N112 -1189.078 4323.775 -578.766 0 0 0 250 42 N113 -987.417 -3544.909 -297.501 0 0 0 251 42 Totals:0.001 1416.875 -1560.786 252 42 COG (in):X: 429.567 Y: -32.316 Z: -0.152 253 43 N111 665.194 -2748.186 -196.342 0 0 0 254 43 N110 892.183 3413.266 -377.98 0 0 0 255 43 N112 -1294.503 4624.788 -513.849 0 0 0 256 43 N113 -1043.157 -3872.993 -263.47 0 0 0 257 43 Totals:-780.284 1416.875 -1351.641 258 43 COG (in):X: 429.567 Y: -32.316 Z: -0.152 259 44 N111 438.99 -1832.545 -151.688 0 0 0 260 44 N110 652.548 2509.34 -307.438 0 0 0 261 44 N112 -1233.586 4379.29 -429.521 0 0 0 262 44 N113 -961.43 -3639.21 -214.984 0 0 0 263 44 Totals:-1103.478 1416.875 -1103.631 264 44 COG (in):X: 429.567 Y: -32.316 Z: -0.152 265 45 N111 168.644 -745.319 -96.066 0 0 0 266 45 N110 374.214 1431.545 -217.747 0 0 0 267 45 N112 -1091.526 3849.931 -317.269 0 0 0 268 45 N113 -802.784 -3119.282 -149.313 0 0 0 269 45 Totals:-1351.453 1416.875 -780.394 270 45 COG (in):X: 429.567 Y: -32.316 Z: -0.152 271 46 N111 -472.292 1830.359 32.325 0 0 0 272 46 N110 -262.264 -1134.481 -5.918 0 0 0 273 46 N112 -566.697 1928.828 -40.975 0 0 0 274 46 N113 -259.317 -1207.831 14.576 0 0 0 275 46 Totals:-1560.57 1416.875 0.007 276 46 COG (in):X: 429.567 Y: -32.316 Z: -0.152 277 47 N111 -1194.687 4757.905 155.409 0 0 0 278 47 N110 -949.385 -4066.578 202.671 0 0 0 279 47 N112 241.941 -1075.414 239.669 0 0 0 280 47 N113 550.677 1800.962 182.69 0 0 0 281 47 Totals:-1351.454 1416.875 780.439 282 47 COG (in):X: 429.567 Y: -32.316 Z: -0.152 283 48 N111 -1565.709 6278.652 205.135 0 0 0 284 48 N110 -1291.504 -5594.784 288.826 0 0 0 285 48 N112 724.203 -2912.901 356.659 0 0 0 286 48 N113 1029.53 3645.908 253.093 0 0 0 287 48 Totals:-1103.48 1416.875 1103.713 288 48 COG (in):X: 429.567 Y: -32.316 Z: -0.152 289 49 N111 -1927.652 7776.148 242.793 0 0 0 290 49 N110 -1618.351 -7102.657 355.265 0 0 0 291 49 N112 1232.469 -4894.214 446.44 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 26 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 292 49 N113 1533.249 5637.598 307.272 0 0 0 293 49 Totals:-780.286 1416.874 1351.77 294 49 COG (in):X: 429.567 Y: -32.316 Z: -0.152 295 50 N111 -2271.821 9318.853 266.352 0 0 0 296 50 N110 -2040.384 -8998.595 420.468 0 0 0 297 50 N112 2067.201 -8218.572 535.965 0 0 0 298 50 N113 2245.004 8596.838 338.212 0 0 0 299 50 Totals:-0.001 698.525 1560.996 300 50 COG (in):X: 429.567 Y: -32.316 Z: -0.152 301 51 N111 -1487.847 5828.001 229.108 0 0 0 302 51 N110 -1248.968 -5535.641 360.837 0 0 0 303 51 N112 1708.405 -6585.016 463.308 0 0 0 304 51 N113 1808.695 6991.182 298.502 0 0 0 305 51 Totals:780.284 698.525 1351.755 306 51 COG (in):X: 429.567 Y: -32.316 Z: -0.152 307 52 N111 -1000.213 3748.695 185.383 0 0 0 308 52 N110 -763.152 -3468.106 289.966 0 0 0 309 52 N112 1401.311 -5286.667 378.162 0 0 0 310 52 N113 1465.532 5704.603 250.185 0 0 0 311 52 Totals:1103.478 698.525 1103.696 312 52 COG (in):X: 429.567 Y: -32.316 Z: -0.152 313 53 N111 -535.71 1820.288 128.768 0 0 0 314 53 N110 -301.588 -1548.948 198.131 0 0 0 315 53 N112 1076.416 -3960.619 267.142 0 0 0 316 53 N113 1112.335 4387.804 186.379 0 0 0 317 53 Totals:1351.453 698.525 780.419 318 53 COG (in):X: 429.567 Y: -32.316 Z: -0.152 319 54 N111 258.716 -1359.189 -5.823 0 0 0 320 54 N110 480.48 1621.78 -20.844 0 0 0 321 54 N112 407.645 -1356.647 -2.405 0 0 0 322 54 N113 413.729 1792.582 29.059 0 0 0 323 54 Totals:1560.57 698.525 -0.012 324 54 COG (in):X: 429.567 Y: -32.316 Z: -0.152 325 55 N111 804.799 -3438.929 -136.109 0 0 0 326 55 N110 1001.932 3707.152 -234.857 0 0 0 327 55 N112 -233.447 1007.096 -275.81 0 0 0 328 55 N113 -221.83 -576.794 -133.636 0 0 0 329 55 Totals:1351.454 698.525 -780.412 330 55 COG (in):X: 429.567 Y: -32.316 Z: -0.152 331 56 N111 970.517 -4037.479 -187.871 0 0 0 332 56 N110 1150.605 4313.533 -321.208 0 0 0 333 56 N112 -521.627 2032.094 -391.101 0 0 0 334 56 N113 -496.016 -1609.623 -203.465 0 0 0 335 56 Totals:1103.479 698.525 -1103.645 336 56 COG (in):X: 429.567 Y: -32.316 Z: -0.152 337 57 N111 1061.855 -4341.369 -225.7 0 0 0 338 57 N110 1222.474 4627.955 -385.626 0 0 0 339 57 N112 -774.643 2912.2 -481.306 0 0 0 340 57 N113 -729.401 -2500.261 -259.016 0 0 0 341 57 Totals:780.285 698.525 -1351.648 342 57 COG (in):X: 429.567 Y: -32.316 Z: -0.152 343 58 N111 1029.844 -4118.767 -250.792 0 0 0 344 58 N110 1148.265 4431.576 -433.688 0 0 0 345 58 N112 -1136.148 4127.244 -563.558 0 0 0 346 58 N113 -1041.96 -3741.528 -312.747 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 27 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 347 58 Totals:0.001 698.525 -1560.786 348 58 COG (in):X: 429.567 Y: -32.316 Z: -0.152 349 59 N111 739.082 -2906.731 -206.168 0 0 0 350 59 N110 820.052 3246.785 -368.127 0 0 0 351 59 N112 -1241.62 4428.599 -498.729 0 0 0 352 59 N113 -1097.799 -4070.128 -278.612 0 0 0 353 59 Totals:-780.284 698.525 -1351.636 354 59 COG (in):X: 429.567 Y: -32.316 Z: -0.152 355 60 N111 512.833 -1990.992 -161.385 0 0 0 356 60 N110 580.487 2342.795 -297.726 0 0 0 357 60 N112 -1180.79 4183.161 -414.482 0 0 0 358 60 N113 -1016.009 -3836.438 -230.035 0 0 0 359 60 Totals:-1103.478 698.525 -1103.629 360 60 COG (in):X: 429.567 Y: -32.316 Z: -0.152 361 61 N111 242.513 -903.954 -105.584 0 0 0 362 61 N110 302.275 1265.176 -208.227 0 0 0 363 61 N112 -1038.941 3654.124 -302.324 0 0 0 364 61 N113 -857.301 -3316.822 -164.256 0 0 0 365 61 Totals:-1351.453 698.525 -780.391 366 61 COG (in):X: 429.567 Y: -32.316 Z: -0.152 367 62 N111 -398.22 1670.807 23.279 0 0 0 368 62 N110 -333.89 -1300.1 3.103 0 0 0 369 62 N112 -514.828 1734.12 -26.225 0 0 0 370 62 N113 -313.632 -1406.303 -0.148 0 0 0 371 62 Totals:-1560.57 698.525 0.009 372 62 COG (in):X: 429.567 Y: -32.316 Z: -0.152 373 63 N111 -1120.011 4595.782 146.92 0 0 0 374 63 N110 -1020.436 -4229.993 211.112 0 0 0 375 63 N112 292.528 -1267.617 254.31 0 0 0 376 63 N113 496.464 1600.353 168.098 0 0 0 377 63 Totals:-1351.454 698.525 780.44 378 63 COG (in):X: 429.567 Y: -32.316 Z: -0.152 379 64 N111 -1490.565 6114.575 196.922 0 0 0 380 64 N110 -1362.154 -5756.492 296.973 0 0 0 381 64 N112 773.938 -3103.226 371.315 0 0 0 382 64 N113 975.301 3443.669 238.505 0 0 0 383 64 Totals:-1103.48 698.525 1103.716 384 64 COG (in):X: 429.567 Y: -32.316 Z: -0.152 385 65 N111 -1851.574 7608.035 234.837 0 0 0 386 65 N110 -1688.188 -7260.609 363.145 0 0 0 387 65 N112 1280.891 -5080.795 461.164 0 0 0 388 65 N113 1478.586 5431.894 292.625 0 0 0 389 65 Totals:-780.286 698.525 1351.771 390 65 COG (in):X: 429.567 Y: -32.316 Z: -0.152 391 66 N111 -125.16 269.562 15.186 0 0 0 392 66 N110 120.911 278.384 -15.172 0 0 0 393 66 N112 -86.792 327.415 -24.896 0 0 0 394 66 N113 91.04 333.439 24.879 0 0 0 395 66 Totals:0 1208.8 -0.003 396 66 COG (in):X: 429.567 Y: -32.316 Z: -0.152 397 67 N111 -125.16 269.562 15.186 0 0 0 398 67 N110 120.911 278.384 -15.172 0 0 0 399 67 N112 -86.792 327.415 -24.896 0 0 0 400 67 N113 91.04 333.439 24.879 0 0 0 401 67 Totals:0 1208.8 -0.003 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 28 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 402 67 COG (in):X: 429.567 Y: -32.316 Z: -0.152 403 68 N111 -715.087 2634.609 124.845 0 0 0 404 68 N110 -450.401 -2085.164 162.948 0 0 0 405 68 N112 487.489 -1852.254 182.48 0 0 0 406 68 N113 677.999 2511.609 152.017 0 0 0 407 68 Totals:0 1208.8 622.289 408 68 COG (in):X: 429.567 Y: -32.316 Z: -0.152 409 69 N111 -588.873 2087.145 110.592 0 0 0 410 69 N110 -313.433 -1549.027 141.263 0 0 0 411 69 N112 499.302 -1860.841 161.901 0 0 0 412 69 N113 671.5 2531.523 140.521 0 0 0 413 69 Totals:268.496 1208.8 554.277 414 69 COG (in):X: 429.567 Y: -32.316 Z: -0.152 415 70 N111 -453.621 1529.003 91.81 0 0 0 416 70 N110 -176.967 -995.001 109.915 0 0 0 417 70 N112 419.39 -1541.699 123.99 0 0 0 418 70 N113 583.351 2216.496 119.294 0 0 0 419 70 Totals:372.153 1208.8 445.009 420 70 COG (in):X: 429.567 Y: -32.316 Z: -0.152 421 71 N111 -296.581 894.954 66.718 0 0 0 422 71 N110 -22.042 -362.092 68.018 0 0 0 423 71 N112 289.982 -1045.192 71.003 0 0 0 424 71 N113 449.44 1721.13 88.721 0 0 0 425 71 Totals:420.8 1208.8 294.46 426 71 COG (in):X: 429.567 Y: -32.316 Z: -0.152 427 72 N111 -29.91 -163.402 11.458 0 0 0 428 72 N110 238.546 696.492 -18.18 0 0 0 429 72 N112 43.701 -111.612 -21.921 0 0 0 430 72 N113 196.841 787.321 28.638 0 0 0 431 72 Totals:449.178 1208.8 -0.006 432 72 COG (in):X: 429.567 Y: -32.316 Z: -0.152 433 73 N111 225.831 -1167.883 -46.365 0 0 0 434 73 N110 487.229 1698.066 -108.012 0 0 0 435 73 N112 -200.96 807.724 -124.74 0 0 0 436 73 N113 -55.719 -129.107 -35.896 0 0 0 437 73 Totals:456.381 1208.8 -315.013 438 73 COG (in):X: 429.567 Y: -32.316 Z: -0.152 439 74 N111 322.945 -1538.532 -70.216 0 0 0 440 74 N110 578.262 2070.063 -147.653 0 0 0 441 74 N112 -329.936 1276.437 -176.95 0 0 0 442 74 N113 -182.41 -599.168 -66.899 0 0 0 443 74 Totals:388.861 1208.8 -461.718 444 74 COG (in):X: 429.567 Y: -32.316 Z: -0.152 445 75 N111 377.104 -1735.028 -86.531 0 0 0 446 75 N110 625.15 2270.347 -176.164 0 0 0 447 75 N112 -440.142 1667.567 -214.816 0 0 0 448 75 N113 -286.198 -994.087 -89.61 0 0 0 449 75 Totals:275.914 1208.8 -567.121 450 75 COG (in):X: 429.567 Y: -32.316 Z: -0.152 451 76 N111 344.422 -1571.378 -92.637 0 0 0 452 76 N110 578.374 2118.012 -188.27 0 0 0 453 76 N112 -546.863 2028.073 -221.847 0 0 0 454 76 N113 -375.933 -1365.908 -97.825 0 0 0 455 76 Totals:0 1208.8 -600.578 456 76 COG (in):X: 429.567 Y: -32.316 Z: -0.152 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 29 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 457 77 N111 255.136 -1189.704 -79.282 0 0 0 458 77 N110 476.718 1747.313 -169.51 0 0 0 459 77 N112 -593.241 2165.555 -210.834 0 0 0 460 77 N113 -405.048 -1514.364 -91.07 0 0 0 461 77 Totals:-266.435 1208.8 -550.697 462 77 COG (in):X: 429.567 Y: -32.316 Z: -0.152 463 78 N111 153.443 -778.675 -60.717 0 0 0 464 78 N110 371.842 1340.554 -139.157 0 0 0 465 78 N112 -546.954 1985.246 -175.508 0 0 0 466 78 N113 -351.865 -1338.325 -71.001 0 0 0 467 78 Totals:-373.533 1208.8 -446.382 468 78 COG (in):X: 429.567 Y: -32.316 Z: -0.152 469 79 N111 29.371 -283.461 -36.351 0 0 0 470 79 N110 247.356 847.491 -99.313 0 0 0 471 79 N112 -458.115 1653.76 -127.265 0 0 0 472 79 N113 -258.575 -1008.991 -42.598 0 0 0 473 79 Totals:-439.963 1208.8 -305.527 474 79 COG (in):X: 429.567 Y: -32.316 Z: -0.152 475 80 N111 -219.961 702.452 18.911 0 0 0 476 80 N110 3.853 -139.646 -12.173 0 0 0 477 80 N112 -217.862 766.473 -27.868 0 0 0 478 80 N113 -15.208 -120.48 21.13 0 0 0 479 80 Totals:-449.178 1208.8 0.001 480 80 COG (in):X: 429.567 Y: -32.316 Z: -0.152 481 81 N111 -485.833 1764.898 74.478 0 0 0 482 81 N110 -253.024 -1200.326 74.417 0 0 0 483 81 N112 45.766 -225.549 70.802 0 0 0 484 81 N113 255.873 869.777 84.249 0 0 0 485 81 Totals:-437.218 1208.8 303.946 486 81 COG (in):X: 429.567 Y: -32.316 Z: -0.152 487 82 N111 -613.064 2271.414 98.047 0 0 0 488 82 N110 -372.743 -1707.755 113.853 0 0 0 489 82 N112 199.583 -800.927 122.588 0 0 0 490 82 N113 409.635 1446.068 114.96 0 0 0 491 82 Totals:-376.589 1208.8 449.448 492 82 COG (in):X: 429.567 Y: -32.316 Z: -0.152 493 83 N111 -717.144 2681.429 116.123 0 0 0 494 83 N110 -467.826 -2120.585 146.016 0 0 0 495 83 N112 350.138 -1361.509 167.825 0 0 0 496 83 N113 556.857 2009.465 140.737 0 0 0 497 83 Totals:-277.975 1208.8 570.701 498 83 COG (in):X: 429.567 Y: -32.316 Z: -0.152 499 84 N111 -1548.213 6082.726 234.087 0 0 0 500 84 N110 -1250.383 -5531.761 342.13 0 0 0 501 84 N112 1290.495 -5024.064 389.899 0 0 0 502 84 N113 1508.101 5681.899 278.513 0 0 0 503 84 Totals:-0.001 1208.8 1244.629 504 84 COG (in):X: 429.567 Y: -32.316 Z: -0.152 505 85 N111 -1217.412 4622.484 207.006 0 0 0 506 85 N110 -902.848 -4094.308 299.92 0 0 0 507 85 N112 1240.3 -4736.42 347.254 0 0 0 508 85 N113 1416.951 5417.044 254.407 0 0 0 509 85 Totals:536.992 1208.8 1108.588 510 85 COG (in):X: 429.567 Y: -32.316 Z: -0.152 511 86 N111 -866.72 3150.133 169.551 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 30 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 512 86 N110 -554.466 -2630.191 236.845 0 0 0 513 86 N112 1005.013 -3770.9 271.452 0 0 0 514 86 N113 1160.479 4459.758 212.188 0 0 0 515 86 Totals:744.306 1208.8 890.036 516 86 COG (in):X: 429.567 Y: -32.316 Z: -0.152 517 87 N111 -496.864 1639.912 119.029 0 0 0 518 87 N110 -192.084 -1122.207 152.28 0 0 0 519 87 N112 693.728 -2545.912 165.97 0 0 0 520 87 N113 836.82 3237.007 151.649 0 0 0 521 87 Totals:841.599 1208.8 588.928 522 87 COG (in):X: 429.567 Y: -32.316 Z: -0.152 523 88 N111 65.787 -596.437 7.728 0 0 0 524 88 N110 356.757 1114.675 -21.198 0 0 0 525 88 N112 173.615 -550.609 -18.945 0 0 0 526 88 N113 302.196 1241.169 32.406 0 0 0 527 88 Totals:898.356 1208.8 -0.009 528 88 COG (in):X: 429.567 Y: -32.316 Z: -0.152 529 89 N111 557.454 -2510.009 -108.676 0 0 0 530 89 N110 835.531 3022.509 -201.513 0 0 0 531 89 N112 -296.991 1215.431 -223.791 0 0 0 532 89 N113 -183.232 -519.131 -96.039 0 0 0 533 89 Totals:912.763 1208.8 -630.019 534 89 COG (in):X: 429.567 Y: -32.316 Z: -0.152 535 90 N111 733.335 -3169.661 -156.577 0 0 0 536 90 N110 1000.28 3684.881 -280.826 0 0 0 537 90 N112 -537.59 2080.843 -328.03 0 0 0 538 90 N113 -418.304 -1387.264 -157.992 0 0 0 539 90 Totals:777.722 1208.8 -923.424 540 90 COG (in):X: 429.567 Y: -32.316 Z: -0.152 541 91 N111 826.448 -3497.929 -189.146 0 0 0 542 91 N110 1079.654 4020.72 -337.602 0 0 0 543 91 N112 -743.608 2801.251 -403.864 0 0 0 544 91 N113 -610.666 -2115.242 -203.615 0 0 0 545 91 Totals:551.829 1208.8 -1134.228 546 91 COG (in):X: 429.567 Y: -32.316 Z: -0.152 547 92 N111 756.207 -3157.691 -200.68 0 0 0 548 92 N110 981.377 3703.034 -360.991 0 0 0 549 92 N112 -952.445 3495.96 -418.701 0 0 0 550 92 N113 -785.139 -2832.503 -220.769 0 0 0 551 92 Totals:0 1208.8 -1201.141 552 92 COG (in):X: 429.567 Y: -32.316 Z: -0.152 553 93 N111 585.073 -2433.989 -173.26 0 0 0 554 93 N110 785.068 3001.211 -322.765 0 0 0 555 93 N112 -1052.311 3793.535 -397.455 0 0 0 556 93 N113 -850.699 -3151.957 -207.901 0 0 0 557 93 Totals:-532.87 1208.8 -1101.381 558 93 COG (in):X: 429.567 Y: -32.316 Z: -0.152 559 94 N111 397.151 -1680.772 -135.942 0 0 0 560 94 N110 589.931 2256.516 -262.037 0 0 0 561 94 N112 -974.381 3493.226 -326.97 0 0 0 562 94 N113 -759.767 -2860.17 -167.809 0 0 0 563 94 Totals:-747.066 1208.8 -892.757 564 94 COG (in):X: 429.567 Y: -32.316 Z: -0.152 565 95 N111 166.524 -765.719 -87.271 0 0 0 566 95 N110 357.518 1345.775 -182.609 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 31 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 567 95 N112 -813.25 2901.472 -230.366 0 0 0 568 95 N113 -590.717 -2272.728 -110.801 0 0 0 569 95 Totals:-879.925 1208.8 -611.048 570 95 COG (in):X: 429.567 Y: -32.316 Z: -0.152 571 96 N111 -314.314 1135.265 22.635 0 0 0 572 96 N110 -112.629 -557.594 -9.183 0 0 0 573 96 N112 -349.51 1205.565 -30.838 0 0 0 574 96 N113 -121.903 -574.436 17.39 0 0 0 575 96 Totals:-898.356 1208.8 0.004 576 96 COG (in):X: 429.567 Y: -32.316 Z: -0.152 577 97 N111 -879.235 3418.358 132.802 0 0 0 578 97 N110 -657.506 -2837.065 163.18 0 0 0 579 97 N112 209.018 -903.26 167.503 0 0 0 580 97 N113 453.287 1530.767 144.417 0 0 0 581 97 Totals:-874.437 1208.8 607.902 582 97 COG (in):X: 429.567 Y: -32.316 Z: -0.152 583 98 N111 -1190.079 4686.82 179.433 0 0 0 584 98 N110 -949.958 -4107.302 241.861 0 0 0 585 98 N112 569.754 -2278.316 271.543 0 0 0 586 98 N113 817.105 2907.598 206.077 0 0 0 587 98 Totals:-753.178 1208.8 898.914 588 98 COG (in):X: 429.567 Y: -32.316 Z: -0.152 589 99 N111 -1491.119 5921.763 215.324 0 0 0 590 99 N110 -1227.486 -5347.851 306.449 0 0 0 591 99 N112 958.274 -3776.308 362.171 0 0 0 592 99 N113 1204.38 4411.195 257.499 0 0 0 593 99 Totals:-555.951 1208.8 1141.443 594 99 COG (in):X: 429.567 Y: -32.316 Z: -0.152 595 100 N111 -125.16 269.562 15.186 0 0 0 596 100 N110 120.911 278.384 -15.172 0 0 0 597 100 N112 -86.792 327.415 -24.896 0 0 0 598 100 N113 91.04 333.439 24.879 0 0 0 599 100 Totals:0 1208.8 -0.003 600 100 COG (in):X: 429.567 Y: -32.316 Z: -0.152 601 101 N111 -125.16 269.562 15.186 0 0 0 602 101 N110 120.911 278.384 -15.172 0 0 0 603 101 N112 -86.792 327.415 -24.896 0 0 0 604 101 N113 91.04 333.439 24.879 0 0 0 605 101 Totals:0 1208.8 -0.003 606 101 COG (in):X: 429.567 Y: -32.316 Z: -0.152 607 102 N111 -715.087 2634.609 124.845 0 0 0 608 102 N110 -450.401 -2085.164 162.948 0 0 0 609 102 N112 487.489 -1852.254 182.48 0 0 0 610 102 N113 677.999 2511.609 152.017 0 0 0 611 102 Totals:0 1208.8 622.289 612 102 COG (in):X: 429.567 Y: -32.316 Z: -0.152 613 103 N111 -588.873 2087.145 110.592 0 0 0 614 103 N110 -313.433 -1549.027 141.263 0 0 0 615 103 N112 499.302 -1860.841 161.901 0 0 0 616 103 N113 671.5 2531.523 140.521 0 0 0 617 103 Totals:268.496 1208.8 554.277 618 103 COG (in):X: 429.567 Y: -32.316 Z: -0.152 619 104 N111 -453.621 1529.003 91.81 0 0 0 620 104 N110 -176.967 -995.001 109.915 0 0 0 621 104 N112 419.39 -1541.699 123.99 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 32 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 622 104 N113 583.351 2216.496 119.294 0 0 0 623 104 Totals:372.153 1208.8 445.009 624 104 COG (in):X: 429.567 Y: -32.316 Z: -0.152 625 105 N111 -296.581 894.954 66.718 0 0 0 626 105 N110 -22.042 -362.092 68.018 0 0 0 627 105 N112 289.982 -1045.192 71.003 0 0 0 628 105 N113 449.44 1721.13 88.721 0 0 0 629 105 Totals:420.8 1208.8 294.46 630 105 COG (in):X: 429.567 Y: -32.316 Z: -0.152 631 106 N111 -29.91 -163.402 11.458 0 0 0 632 106 N110 238.546 696.492 -18.18 0 0 0 633 106 N112 43.701 -111.612 -21.921 0 0 0 634 106 N113 196.841 787.321 28.638 0 0 0 635 106 Totals:449.178 1208.8 -0.006 636 106 COG (in):X: 429.567 Y: -32.316 Z: -0.152 637 107 N111 225.831 -1167.883 -46.365 0 0 0 638 107 N110 487.229 1698.066 -108.012 0 0 0 639 107 N112 -200.96 807.724 -124.74 0 0 0 640 107 N113 -55.719 -129.107 -35.896 0 0 0 641 107 Totals:456.381 1208.8 -315.013 642 107 COG (in):X: 429.567 Y: -32.316 Z: -0.152 643 108 N111 322.945 -1538.532 -70.216 0 0 0 644 108 N110 578.262 2070.063 -147.653 0 0 0 645 108 N112 -329.936 1276.437 -176.95 0 0 0 646 108 N113 -182.41 -599.168 -66.899 0 0 0 647 108 Totals:388.861 1208.8 -461.718 648 108 COG (in):X: 429.567 Y: -32.316 Z: -0.152 649 109 N111 377.104 -1735.028 -86.531 0 0 0 650 109 N110 625.15 2270.347 -176.164 0 0 0 651 109 N112 -440.142 1667.567 -214.816 0 0 0 652 109 N113 -286.198 -994.087 -89.61 0 0 0 653 109 Totals:275.914 1208.8 -567.121 654 109 COG (in):X: 429.567 Y: -32.316 Z: -0.152 655 110 N111 344.422 -1571.378 -92.637 0 0 0 656 110 N110 578.374 2118.012 -188.27 0 0 0 657 110 N112 -546.863 2028.073 -221.847 0 0 0 658 110 N113 -375.933 -1365.908 -97.825 0 0 0 659 110 Totals:0 1208.8 -600.578 660 110 COG (in):X: 429.567 Y: -32.316 Z: -0.152 661 111 N111 255.136 -1189.704 -79.282 0 0 0 662 111 N110 476.718 1747.313 -169.51 0 0 0 663 111 N112 -593.241 2165.555 -210.834 0 0 0 664 111 N113 -405.048 -1514.364 -91.07 0 0 0 665 111 Totals:-266.435 1208.8 -550.697 666 111 COG (in):X: 429.567 Y: -32.316 Z: -0.152 667 112 N111 153.443 -778.675 -60.717 0 0 0 668 112 N110 371.842 1340.554 -139.157 0 0 0 669 112 N112 -546.954 1985.246 -175.508 0 0 0 670 112 N113 -351.865 -1338.325 -71.001 0 0 0 671 112 Totals:-373.533 1208.8 -446.382 672 112 COG (in):X: 429.567 Y: -32.316 Z: -0.152 673 113 N111 29.371 -283.461 -36.351 0 0 0 674 113 N110 247.356 847.491 -99.313 0 0 0 675 113 N112 -458.115 1653.76 -127.265 0 0 0 676 113 N113 -258.575 -1008.991 -42.598 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 33 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 677 113 Totals:-439.963 1208.8 -305.527 678 113 COG (in):X: 429.567 Y: -32.316 Z: -0.152 679 114 N111 -219.961 702.452 18.911 0 0 0 680 114 N110 3.853 -139.646 -12.173 0 0 0 681 114 N112 -217.862 766.473 -27.868 0 0 0 682 114 N113 -15.208 -120.48 21.13 0 0 0 683 114 Totals:-449.178 1208.8 0.001 684 114 COG (in):X: 429.567 Y: -32.316 Z: -0.152 685 115 N111 -485.833 1764.898 74.478 0 0 0 686 115 N110 -253.024 -1200.326 74.417 0 0 0 687 115 N112 45.766 -225.549 70.802 0 0 0 688 115 N113 255.873 869.777 84.249 0 0 0 689 115 Totals:-437.218 1208.8 303.946 690 115 COG (in):X: 429.567 Y: -32.316 Z: -0.152 691 116 N111 -613.064 2271.414 98.047 0 0 0 692 116 N110 -372.743 -1707.755 113.853 0 0 0 693 116 N112 199.583 -800.927 122.588 0 0 0 694 116 N113 409.635 1446.068 114.96 0 0 0 695 116 Totals:-376.589 1208.8 449.448 696 116 COG (in):X: 429.567 Y: -32.316 Z: -0.152 697 117 N111 -717.144 2681.429 116.123 0 0 0 698 117 N110 -467.826 -2120.585 146.016 0 0 0 699 117 N112 350.138 -1361.509 167.825 0 0 0 700 117 N113 556.857 2009.465 140.737 0 0 0 701 117 Totals:-277.975 1208.8 570.701 702 117 COG (in):X: 429.567 Y: -32.316 Z: -0.152 703 118 N111 -1548.213 6082.726 234.087 0 0 0 704 118 N110 -1250.383 -5531.761 342.13 0 0 0 705 118 N112 1290.495 -5024.064 389.899 0 0 0 706 118 N113 1508.101 5681.899 278.513 0 0 0 707 118 Totals:-0.001 1208.8 1244.629 708 118 COG (in):X: 429.567 Y: -32.316 Z: -0.152 709 119 N111 -1217.412 4622.484 207.006 0 0 0 710 119 N110 -902.848 -4094.308 299.92 0 0 0 711 119 N112 1240.3 -4736.42 347.254 0 0 0 712 119 N113 1416.951 5417.044 254.407 0 0 0 713 119 Totals:536.992 1208.8 1108.588 714 119 COG (in):X: 429.567 Y: -32.316 Z: -0.152 715 120 N111 -866.72 3150.133 169.551 0 0 0 716 120 N110 -554.466 -2630.191 236.845 0 0 0 717 120 N112 1005.013 -3770.9 271.452 0 0 0 718 120 N113 1160.479 4459.758 212.188 0 0 0 719 120 Totals:744.306 1208.8 890.036 720 120 COG (in):X: 429.567 Y: -32.316 Z: -0.152 721 121 N111 -496.864 1639.912 119.029 0 0 0 722 121 N110 -192.084 -1122.207 152.28 0 0 0 723 121 N112 693.728 -2545.912 165.97 0 0 0 724 121 N113 836.82 3237.007 151.649 0 0 0 725 121 Totals:841.599 1208.8 588.928 726 121 COG (in):X: 429.567 Y: -32.316 Z: -0.152 727 122 N111 65.787 -596.437 7.728 0 0 0 728 122 N110 356.757 1114.675 -21.198 0 0 0 729 122 N112 173.615 -550.609 -18.945 0 0 0 730 122 N113 302.196 1241.169 32.406 0 0 0 731 122 Totals:898.356 1208.8 -0.009 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 34 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 732 122 COG (in):X: 429.567 Y: -32.316 Z: -0.152 733 123 N111 557.454 -2510.009 -108.676 0 0 0 734 123 N110 835.531 3022.509 -201.513 0 0 0 735 123 N112 -296.991 1215.431 -223.791 0 0 0 736 123 N113 -183.232 -519.131 -96.039 0 0 0 737 123 Totals:912.763 1208.8 -630.019 738 123 COG (in):X: 429.567 Y: -32.316 Z: -0.152 739 124 N111 733.335 -3169.661 -156.577 0 0 0 740 124 N110 1000.28 3684.881 -280.826 0 0 0 741 124 N112 -537.59 2080.843 -328.03 0 0 0 742 124 N113 -418.304 -1387.264 -157.992 0 0 0 743 124 Totals:777.722 1208.8 -923.424 744 124 COG (in):X: 429.567 Y: -32.316 Z: -0.152 745 125 N111 826.448 -3497.929 -189.146 0 0 0 746 125 N110 1079.654 4020.72 -337.602 0 0 0 747 125 N112 -743.608 2801.251 -403.864 0 0 0 748 125 N113 -610.666 -2115.242 -203.615 0 0 0 749 125 Totals:551.829 1208.8 -1134.228 750 125 COG (in):X: 429.567 Y: -32.316 Z: -0.152 751 126 N111 756.207 -3157.691 -200.68 0 0 0 752 126 N110 981.377 3703.034 -360.991 0 0 0 753 126 N112 -952.445 3495.96 -418.701 0 0 0 754 126 N113 -785.139 -2832.503 -220.769 0 0 0 755 126 Totals:0 1208.8 -1201.141 756 126 COG (in):X: 429.567 Y: -32.316 Z: -0.152 757 127 N111 585.073 -2433.989 -173.26 0 0 0 758 127 N110 785.068 3001.211 -322.765 0 0 0 759 127 N112 -1052.311 3793.535 -397.455 0 0 0 760 127 N113 -850.699 -3151.957 -207.901 0 0 0 761 127 Totals:-532.87 1208.8 -1101.381 762 127 COG (in):X: 429.567 Y: -32.316 Z: -0.152 763 128 N111 397.151 -1680.772 -135.942 0 0 0 764 128 N110 589.931 2256.516 -262.037 0 0 0 765 128 N112 -974.381 3493.226 -326.97 0 0 0 766 128 N113 -759.767 -2860.17 -167.809 0 0 0 767 128 Totals:-747.066 1208.8 -892.757 768 128 COG (in):X: 429.567 Y: -32.316 Z: -0.152 769 129 N111 166.524 -765.719 -87.271 0 0 0 770 129 N110 357.518 1345.775 -182.609 0 0 0 771 129 N112 -813.25 2901.472 -230.366 0 0 0 772 129 N113 -590.717 -2272.728 -110.801 0 0 0 773 129 Totals:-879.925 1208.8 -611.048 774 129 COG (in):X: 429.567 Y: -32.316 Z: -0.152 775 130 N111 -314.314 1135.265 22.635 0 0 0 776 130 N110 -112.629 -557.594 -9.183 0 0 0 777 130 N112 -349.51 1205.565 -30.838 0 0 0 778 130 N113 -121.903 -574.436 17.39 0 0 0 779 130 Totals:-898.356 1208.8 0.004 780 130 COG (in):X: 429.567 Y: -32.316 Z: -0.152 781 131 N111 -879.235 3418.358 132.802 0 0 0 782 131 N110 -657.506 -2837.065 163.18 0 0 0 783 131 N112 209.018 -903.26 167.503 0 0 0 784 131 N113 453.287 1530.767 144.417 0 0 0 785 131 Totals:-874.437 1208.8 607.902 786 131 COG (in):X: 429.567 Y: -32.316 Z: -0.152 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 35 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 787 132 N111 -1190.079 4686.82 179.433 0 0 0 788 132 N110 -949.958 -4107.302 241.861 0 0 0 789 132 N112 569.754 -2278.316 271.543 0 0 0 790 132 N113 817.105 2907.598 206.077 0 0 0 791 132 Totals:-753.178 1208.8 898.914 792 132 COG (in):X: 429.567 Y: -32.316 Z: -0.152 793 133 N111 -1491.119 5921.763 215.324 0 0 0 794 133 N110 -1227.486 -5347.851 306.449 0 0 0 795 133 N112 958.274 -3776.308 362.171 0 0 0 796 133 N113 1204.38 4411.195 257.499 0 0 0 797 133 Totals:-555.951 1208.8 1141.443 798 133 COG (in):X: 429.567 Y: -32.316 Z: -0.152 799 134 N111 -236.982 698.259 36.299 0 0 0 800 134 N110 21.211 -143.159 21.076 0 0 0 801 134 N112 -70.247 309.016 15.776 0 0 0 802 134 N113 286.017 1094.685 50.96 0 0 0 803 134 Totals:0 1958.8 124.11 804 134 COG (in):X: 405.667 Y: -31.621 Z: -1.243 805 135 N111 -214.23 600.693 33.372 0 0 0 806 135 N110 46.255 -47.842 16.675 0 0 0 807 135 N112 -65.597 298.389 11.752 0 0 0 808 135 N113 287.122 1107.559 48.747 0 0 0 809 135 Totals:53.55 1958.8 110.546 810 135 COG (in):X: 405.667 Y: -31.621 Z: -1.243 811 136 N111 -190.432 503.478 29.613 0 0 0 812 136 N110 70.483 48.554 10.431 0 0 0 813 136 N112 -78.555 349.263 4.185 0 0 0 814 136 N113 272.728 1057.505 44.524 0 0 0 815 136 Totals:74.224 1958.8 88.753 816 136 COG (in):X: 405.667 Y: -31.621 Z: -1.243 817 137 N111 -161.984 389.423 24.627 0 0 0 818 137 N110 98.682 162.379 2.116 0 0 0 819 137 N112 -101.687 436.415 -6.429 0 0 0 820 137 N113 248.916 970.582 38.413 0 0 0 821 137 Totals:83.927 1958.8 58.728 822 137 COG (in):X: 405.667 Y: -31.621 Z: -1.243 823 138 N111 -110.724 186.106 13.664 0 0 0 824 138 N110 148.849 365.735 -15.002 0 0 0 825 138 N112 -149.051 614.2 -25.065 0 0 0 826 138 N113 200.514 792.759 26.4 0 0 0 827 138 Totals:89.587 1958.8 -0.002 828 138 COG (in):X: 405.667 Y: -31.621 Z: -1.243 829 139 N111 -57.888 -23.063 2.2 0 0 0 830 139 N110 200.179 574.317 -32.866 0 0 0 831 139 N112 -199.635 804.342 -45.679 0 0 0 832 139 N113 148.367 603.204 13.515 0 0 0 833 139 Totals:91.023 1958.8 -62.829 834 139 COG (in):X: 405.667 Y: -31.621 Z: -1.243 835 140 N111 -36.628 -105.461 -2.536 0 0 0 836 140 N110 220.126 656.98 -40.77 0 0 0 837 140 N112 -227.178 905.284 -56.129 0 0 0 838 140 N113 121.237 501.997 7.346 0 0 0 839 140 Totals:77.557 1958.8 -92.089 840 140 COG (in):X: 405.667 Y: -31.621 Z: -1.243 841 141 N111 -24.147 -151.903 -5.793 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 36 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 842 141 N110 231.071 704.177 -46.479 0 0 0 843 141 N112 -250.772 990.131 -63.687 0 0 0 844 141 N113 98.878 416.396 2.847 0 0 0 845 141 Totals:55.03 1958.8 -113.112 846 141 COG (in):X: 405.667 Y: -31.621 Z: -1.243 847 142 N111 -30.102 -120.974 -7.072 0 0 0 848 142 N110 222.288 675.508 -48.969 0 0 0 849 142 N112 -272.614 1064.931 -65.018 0 0 0 850 142 N113 80.428 339.335 1.275 0 0 0 851 142 Totals:0 1958.8 -119.785 852 142 COG (in):X: 405.667 Y: -31.621 Z: -1.243 853 143 N111 -48.752 -40.488 -4.474 0 0 0 854 143 N110 201.222 597.215 -45.29 0 0 0 855 143 N112 -281.073 1089.612 -62.745 0 0 0 856 143 N113 75.463 312.461 2.673 0 0 0 857 143 Totals:-53.139 1958.8 -109.836 858 143 COG (in):X: 405.667 Y: -31.621 Z: -1.243 859 144 N111 -70.73 49.043 -0.787 0 0 0 860 144 N110 178.701 508.536 -39.235 0 0 0 861 144 N112 -270.226 1046.943 -55.672 0 0 0 862 144 N113 87.755 354.278 6.664 0 0 0 863 144 Totals:-74.5 1958.8 -89.031 864 144 COG (in):X: 405.667 Y: -31.621 Z: -1.243 865 145 N111 -97.266 155.552 4.078 0 0 0 866 145 N110 152.176 402.455 -31.261 0 0 0 867 145 N112 -250.795 973.495 -46.044 0 0 0 868 145 N113 108.136 427.297 12.29 0 0 0 869 145 Totals:-87.749 1958.8 -60.937 870 145 COG (in):X: 405.667 Y: -31.621 Z: -1.243 871 146 N111 -148.629 358.769 15.15 0 0 0 872 146 N110 102.05 198.99 -13.804 0 0 0 873 146 N112 -201.281 789.297 -26.245 0 0 0 874 146 N113 158.274 611.744 24.898 0 0 0 875 146 Totals:-89.587 1958.8 -0.001 876 146 COG (in):X: 405.667 Y: -31.621 Z: -1.243 877 147 N111 -199.512 560.452 26.298 0 0 0 878 147 N110 52.815 -2.346 3.528 0 0 0 879 147 N112 -150.665 599.412 -6.599 0 0 0 880 147 N113 210.161 801.282 37.393 0 0 0 881 147 Totals:-87.201 1958.8 60.62 882 147 COG (in):X: 405.667 Y: -31.621 Z: -1.243 883 148 N111 -222.039 648.648 31.026 0 0 0 884 148 N110 31.611 -90.726 11.403 0 0 0 885 148 N112 -122.64 495.926 3.722 0 0 0 886 148 N113 237.959 904.952 43.487 0 0 0 887 148 Totals:-75.109 1958.8 89.639 888 148 COG (in):X: 405.667 Y: -31.621 Z: -1.243 889 149 N111 -239.236 714.71 34.637 0 0 0 890 149 N110 15.995 -157.349 17.8 0 0 0 891 149 N112 -95.938 398.529 12.759 0 0 0 892 149 N113 263.738 1002.909 48.626 0 0 0 893 149 Totals:-55.441 1958.8 113.821 894 149 COG (in):X: 405.667 Y: -31.621 Z: -1.243 895 150 N111 -329.684 835.551 53.961 0 0 0 896 150 N110 111.514 4.37 3.438 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 37 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 897 150 N112 -50.045 163.292 -19.205 0 0 0 898 150 N113 268.215 955.58 85.904 0 0 0 899 150 Totals:0 1958.793 124.098 900 150 COG (in):X: 425.194 Y: -31.621 Z: 1.055 901 151 N111 -306.931 737.961 51.05 0 0 0 902 151 N110 136.583 99.738 -0.984 0 0 0 903 151 N112 -45.418 152.699 -23.21 0 0 0 904 151 N113 269.316 968.395 83.678 0 0 0 905 151 Totals:53.55 1958.793 110.534 906 151 COG (in):X: 425.194 Y: -31.621 Z: 1.055 907 152 N111 -283.106 640.661 47.319 0 0 0 908 152 N110 160.831 196.218 -7.262 0 0 0 909 152 N112 -58.403 203.665 -30.744 0 0 0 910 152 N113 254.902 918.248 79.428 0 0 0 911 152 Totals:74.224 1958.793 88.741 912 152 COG (in):X: 425.194 Y: -31.621 Z: 1.055 913 153 N111 -254.611 526.476 42.371 0 0 0 914 153 N110 189.052 310.162 -15.624 0 0 0 915 153 N112 -81.573 290.96 -41.31 0 0 0 916 153 N113 231.059 831.195 73.278 0 0 0 917 153 Totals:83.927 1958.793 58.715 918 153 COG (in):X: 425.194 Y: -31.621 Z: 1.055 919 154 N111 -203.274 322.965 31.485 0 0 0 920 154 N110 239.242 513.682 -32.833 0 0 0 921 154 N112 -128.99 468.961 -59.856 0 0 0 922 154 N113 182.609 653.185 61.19 0 0 0 923 154 Totals:89.587 1958.793 -0.014 924 154 COG (in):X: 425.194 Y: -31.621 Z: 1.055 925 155 N111 -150.361 113.623 20.101 0 0 0 926 155 N110 290.586 722.406 -50.791 0 0 0 927 155 N112 -179.621 659.301 -80.377 0 0 0 928 155 N113 130.418 463.463 48.226 0 0 0 929 155 Totals:91.023 1958.793 -62.842 930 155 COG (in):X: 425.194 Y: -31.621 Z: 1.055 931 156 N111 -129.058 31.127 15.4 0 0 0 932 156 N110 310.538 805.145 -58.738 0 0 0 933 156 N112 -207.186 760.352 -90.783 0 0 0 934 156 N113 103.263 362.169 42.019 0 0 0 935 156 Totals:77.557 1958.793 -92.102 936 156 COG (in):X: 425.194 Y: -31.621 Z: 1.055 937 157 N111 -116.542 -15.395 12.169 0 0 0 938 157 N110 321.484 852.399 -64.478 0 0 0 939 157 N112 -230.795 845.285 -98.309 0 0 0 940 157 N113 80.883 276.505 37.494 0 0 0 941 157 Totals:55.03 1958.793 -113.124 942 157 COG (in):X: 425.194 Y: -31.621 Z: 1.055 943 158 N111 -122.47 15.49 10.901 0 0 0 944 158 N110 312.683 823.739 -66.979 0 0 0 945 158 N112 -252.633 920.127 -99.629 0 0 0 946 158 N113 62.42 199.438 35.91 0 0 0 947 158 Totals:0 1958.793 -119.797 948 158 COG (in):X: 425.194 Y: -31.621 Z: 1.055 949 159 N111 -141.109 95.961 13.49 0 0 0 950 159 N110 291.6 745.432 -63.287 0 0 0 951 159 N112 -261.08 944.815 -97.367 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 38 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 952 159 N113 57.449 172.585 37.316 0 0 0 953 159 Totals:-53.139 1958.793 -109.849 954 159 COG (in):X: 425.194 Y: -31.621 Z: 1.055 955 160 N111 -163.109 185.563 17.151 0 0 0 956 160 N110 269.061 656.681 -57.201 0 0 0 957 160 N112 -250.208 902.067 -90.324 0 0 0 958 160 N113 69.757 214.483 41.331 0 0 0 959 160 Totals:-74.5 1958.793 -89.043 960 160 COG (in):X: 425.194 Y: -31.621 Z: 1.055 961 161 N111 -189.681 292.166 21.982 0 0 0 962 161 N110 242.519 550.513 -49.184 0 0 0 963 161 N112 -230.748 828.513 -80.738 0 0 0 964 161 N113 90.161 287.601 46.991 0 0 0 965 161 Totals:-87.749 1958.793 -60.95 966 161 COG (in):X: 425.194 Y: -31.621 Z: 1.055 967 162 N111 -241.124 495.581 32.976 0 0 0 968 162 N110 192.371 346.882 -31.635 0 0 0 969 162 N112 -181.181 644.094 -61.03 0 0 0 970 162 N113 140.348 472.236 59.676 0 0 0 971 162 Totals:-89.587 1958.793 -0.013 972 162 COG (in):X: 425.194 Y: -31.621 Z: 1.055 973 163 N111 -292.084 697.443 44.046 0 0 0 974 163 N110 143.121 145.401 -14.21 0 0 0 975 163 N112 -130.518 454.007 -41.477 0 0 0 976 163 N113 192.28 661.943 72.249 0 0 0 977 163 Totals:-87.201 1958.793 60.607 978 163 COG (in):X: 425.194 Y: -31.621 Z: 1.055 979 164 N111 -314.658 785.754 48.736 0 0 0 980 164 N110 121.908 56.927 -6.29 0 0 0 981 164 N112 -102.466 350.397 -31.201 0 0 0 982 164 N113 220.107 765.716 78.382 0 0 0 983 164 Totals:-75.109 1958.793 89.627 984 164 COG (in):X: 425.194 Y: -31.621 Z: 1.055 985 165 N111 -331.898 851.917 52.317 0 0 0 986 165 N110 106.287 -9.773 0.144 0 0 0 987 165 N112 -75.742 252.89 -22.203 0 0 0 988 165 N113 245.913 863.759 83.552 0 0 0 989 165 Totals:-55.441 1958.793 113.81 990 165 COG (in):X: 425.194 Y: -31.621 Z: 1.055 991 166 N111 -349.437 915.583 32.082 0 0 0 992 166 N110 127.909 73.918 25.445 0 0 0 993 166 N112 -23.535 79.688 11.512 0 0 0 994 166 N113 245.064 889.603 55.077 0 0 0 995 166 Totals:0 1958.791 124.115 996 166 COG (in):X: 436.106 Y: -31.621 Z: -1.243 997 167 N111 -326.67 817.94 29.169 0 0 0 998 167 N110 152.988 169.337 21.03 0 0 0 999 167 N112 -18.925 69.138 7.496 0 0 0 1000 167 N113 246.157 902.376 52.857 0 0 0 1001 167 Totals:53.55 1958.792 110.551 1002 167 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1003 168 N111 -302.826 720.57 25.431 0 0 0 1004 168 N110 177.249 265.884 14.764 0 0 0 1005 168 N112 -31.929 120.17 -0.055 0 0 0 1006 168 N113 231.73 852.167 48.618 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 39 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 1007 168 Totals:74.224 1958.792 88.759 1008 168 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1009 169 N111 -274.31 606.301 20.475 0 0 0 1010 169 N110 205.486 379.905 6.417 0 0 0 1011 169 N112 -55.12 207.545 -10.644 0 0 0 1012 169 N113 207.871 765.04 42.485 0 0 0 1013 169 Totals:83.927 1958.792 58.733 1014 169 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1015 170 N111 -222.936 402.643 9.572 0 0 0 1016 170 N110 255.703 583.561 -10.767 0 0 0 1017 170 N112 -102.573 385.69 -29.231 0 0 0 1018 170 N113 159.392 586.898 30.429 0 0 0 1019 170 Totals:89.587 1958.792 0.003 1020 170 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1021 171 N111 -169.977 193.124 -1.829 0 0 0 1022 171 N110 307.082 792.45 -28.7 0 0 0 1023 171 N112 -153.247 576.202 -49.793 0 0 0 1024 171 N113 107.165 397.015 17.498 0 0 0 1025 171 Totals:91.023 1958.792 -62.824 1026 171 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1027 172 N111 -148.653 110.542 -6.538 0 0 0 1028 172 N110 327.05 875.268 -36.634 0 0 0 1029 172 N112 -180.831 677.337 -60.219 0 0 0 1030 172 N113 79.991 295.644 11.306 0 0 0 1031 172 Totals:77.557 1958.792 -92.084 1032 172 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1033 173 N111 -136.127 63.985 -9.775 0 0 0 1034 173 N110 338.001 922.551 -42.365 0 0 0 1035 173 N112 -204.448 762.309 -67.759 0 0 0 1036 173 N113 57.604 209.946 6.792 0 0 0 1037 173 Totals:55.03 1958.792 -113.107 1038 173 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1039 174 N111 -142.059 94.879 -11.045 0 0 0 1040 174 N110 329.199 893.88 -44.865 0 0 0 1041 174 N112 -226.279 837.151 -69.083 0 0 0 1042 174 N113 39.139 132.882 5.213 0 0 0 1043 174 Totals:0 1958.792 -119.78 1044 174 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1045 175 N111 -160.707 175.381 -8.456 0 0 0 1046 175 N110 308.109 815.542 -41.177 0 0 0 1047 175 N112 -234.714 861.815 -66.813 0 0 0 1048 175 N113 34.172 106.054 6.616 0 0 0 1049 175 Totals:-53.139 1958.792 -109.831 1050 175 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1051 176 N111 -182.723 265.041 -4.79 0 0 0 1052 176 N110 285.558 726.736 -35.101 0 0 0 1053 176 N112 -223.826 819.013 -59.756 0 0 0 1054 176 N113 46.491 148.002 10.621 0 0 0 1055 176 Totals:-74.5 1958.792 -89.026 1056 176 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1057 177 N111 -209.313 371.718 0.049 0 0 0 1058 177 N110 259.003 620.499 -27.098 0 0 0 1059 177 N112 -204.347 745.39 -50.15 0 0 0 1060 177 N113 66.909 221.185 16.266 0 0 0 1061 177 Totals:-87.749 1958.792 -60.932 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 40 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 1062 177 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1063 178 N111 -260.793 575.273 11.06 0 0 0 1064 178 N110 208.829 416.741 -9.574 0 0 0 1065 178 N112 -154.746 560.833 -30.401 0 0 0 1066 178 N113 117.123 405.945 28.92 0 0 0 1067 178 Totals:-89.587 1958.792 0.004 1068 178 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1069 179 N111 -311.797 777.31 22.146 0 0 0 1070 179 N110 159.545 215.096 7.826 0 0 0 1071 179 N112 -104.04 370.576 -10.807 0 0 0 1072 179 N113 169.09 595.81 41.46 0 0 0 1073 179 Totals:-87.202 1958.792 60.625 1074 179 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1075 180 N111 -334.39 865.696 26.845 0 0 0 1076 180 N110 138.319 126.554 15.732 0 0 0 1077 180 N112 -75.972 266.89 -0.51 0 0 0 1078 180 N113 196.934 699.651 47.577 0 0 0 1079 180 Totals:-75.109 1958.792 89.644 1080 180 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1081 181 N111 -351.653 931.953 30.433 0 0 0 1082 181 N110 122.68 59.766 22.154 0 0 0 1083 181 N112 -49.227 169.292 8.506 0 0 0 1084 181 N113 222.759 797.78 52.734 0 0 0 1085 181 Totals:-55.441 1958.791 113.827 1086 181 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1087 182 N111 -365.316 1040.371 37.84 0 0 0 1088 182 N110 147.002 210.196 19.599 0 0 0 1089 182 N112 8.333 -45.631 17.322 0 0 0 1090 182 N113 209.981 753.864 49.351 0 0 0 1091 182 Totals:0 1958.799 124.112 1092 182 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1093 183 N111 -342.573 942.789 34.925 0 0 0 1094 183 N110 172.076 305.53 15.186 0 0 0 1095 183 N112 12.96 -56.235 13.305 0 0 0 1096 183 N113 211.088 766.715 47.132 0 0 0 1097 183 Totals:53.55 1958.799 110.548 1098 183 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1099 184 N111 -318.778 845.544 31.182 0 0 0 1100 184 N110 196.327 401.951 8.928 0 0 0 1101 184 N112 -0.005 -5.32 5.746 0 0 0 1102 184 N113 196.68 716.625 42.898 0 0 0 1103 184 Totals:74.224 1958.799 88.755 1104 184 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1105 185 N111 -290.328 731.44 26.217 0 0 0 1106 185 N110 224.552 515.814 0.594 0 0 0 1107 185 N112 -23.14 81.896 -4.855 0 0 0 1108 185 N113 172.843 629.649 36.773 0 0 0 1109 185 Totals:83.927 1958.799 58.73 1110 185 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1111 186 N111 -239.068 528.05 15.3 0 0 0 1112 186 N110 274.759 719.222 -16.568 0 0 0 1113 186 N112 -70.499 259.78 -23.467 0 0 0 1114 186 N113 124.395 451.747 24.735 0 0 0 1115 186 Totals:89.587 1958.799 0 1116 186 COG (in):X: 456.208 Y: -31.621 Z: -1.243 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 41 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 1117 187 N111 -186.229 318.805 3.883 0 0 0 1118 187 N110 326.129 927.855 -34.477 0 0 0 1119 187 N112 -121.076 450.027 -44.055 0 0 0 1120 187 N113 72.199 262.113 11.821 0 0 0 1121 187 Totals:91.023 1958.799 -62.828 1122 187 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1123 188 N111 -164.965 236.369 -0.833 0 0 0 1124 188 N110 346.09 1010.544 -42.4 0 0 0 1125 188 N112 -148.61 551.021 -54.492 0 0 0 1126 188 N113 45.042 160.866 5.637 0 0 0 1127 188 Totals:77.557 1958.799 -92.088 1128 188 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1129 189 N111 -152.479 189.898 -4.076 0 0 0 1130 189 N110 357.04 1057.759 -48.122 0 0 0 1131 189 N112 -172.193 635.905 -62.041 0 0 0 1132 189 N113 22.662 75.237 1.129 0 0 0 1133 189 Totals:55.03 1958.799 -113.11 1134 189 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1135 190 N111 -158.428 220.834 -5.349 0 0 0 1136 190 N110 348.237 1029.076 -50.619 0 0 0 1137 190 N112 -194.006 710.703 -63.372 0 0 0 1138 190 N113 4.197 -1.813 -0.444 0 0 0 1139 190 Totals:0 1958.799 -119.783 1140 190 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1141 191 N111 -177.064 301.312 -2.76 0 0 0 1142 191 N110 327.149 950.787 -46.93 0 0 0 1143 191 N112 -202.446 735.386 -61.103 0 0 0 1144 191 N113 -0.779 -28.685 0.959 0 0 0 1145 191 Totals:-53.139 1958.799 -109.834 1146 191 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1147 192 N111 -199.039 390.869 0.91 0 0 0 1148 192 N110 304.606 862.087 -40.861 0 0 0 1149 192 N112 -191.592 692.681 -54.038 0 0 0 1150 192 N113 11.525 13.163 4.959 0 0 0 1151 192 Totals:-74.5 1958.799 -89.029 1152 192 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1153 193 N111 -225.574 497.416 5.756 0 0 0 1154 193 N110 278.057 755.977 -32.867 0 0 0 1155 193 N112 -172.158 619.182 -44.422 0 0 0 1156 193 N113 31.926 86.225 10.599 0 0 0 1157 193 Totals:-87.749 1958.799 -60.936 1158 193 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1159 194 N111 -276.938 700.704 16.782 0 0 0 1160 194 N110 227.893 552.462 -15.367 0 0 0 1161 194 N112 -122.652 434.884 -24.649 0 0 0 1162 194 N113 82.111 270.749 23.235 0 0 0 1163 194 Totals:-89.587 1958.799 0.001 1164 194 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1165 195 N111 -327.823 902.462 27.884 0 0 0 1166 195 N110 178.619 351.076 2.009 0 0 0 1167 195 N112 -72.044 244.897 -5.028 0 0 0 1168 195 N113 134.046 460.365 35.756 0 0 0 1169 195 Totals:-87.202 1958.799 60.621 1170 195 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1171 196 N111 -350.355 990.702 32.591 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 42 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 1172 196 N110 157.399 262.664 9.903 0 0 0 1173 196 N112 -44.026 141.353 5.281 0 0 0 1174 196 N113 161.873 564.08 41.865 0 0 0 1175 196 Totals:-75.109 1958.799 89.641 1176 196 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1177 197 N111 -367.559 1056.806 36.187 0 0 0 1178 197 N110 141.771 196.011 16.315 0 0 0 1179 197 N112 -17.332 43.903 14.308 0 0 0 1180 197 N113 187.678 662.078 47.015 0 0 0 1181 197 Totals:-55.441 1958.799 113.824 1182 197 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1183 198 N111 -239.802 699.616 38.54 0 0 0 1184 198 N110 23.042 -145.266 18.857 0 0 0 1185 198 N112 -73.501 309.628 -34.399 0 0 0 1186 198 N113 290.261 1094.822 101.108 0 0 0 1187 198 Totals:0 1958.8 124.107 1188 198 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1189 199 N111 -217.054 602.065 35.613 0 0 0 1190 199 N110 48.082 -49.963 14.456 0 0 0 1191 199 N112 -68.846 298.987 -38.423 0 0 0 1192 199 N113 291.368 1107.711 98.897 0 0 0 1193 199 Totals:53.55 1958.8 110.543 1194 199 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1195 200 N111 -193.257 504.853 31.854 0 0 0 1196 200 N110 72.309 46.431 8.214 0 0 0 1197 200 N112 -81.801 349.854 -45.989 0 0 0 1198 200 N113 276.973 1057.662 94.672 0 0 0 1199 200 Totals:74.224 1958.8 88.75 1200 200 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1201 201 N111 -164.807 390.793 26.867 0 0 0 1202 201 N110 100.508 160.262 -0.1 0 0 0 1203 201 N112 -104.933 437.007 -56.6 0 0 0 1204 201 N113 253.158 970.738 88.558 0 0 0 1205 201 Totals:83.927 1958.8 58.725 1206 201 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1207 202 N111 -113.547 187.471 15.902 0 0 0 1208 202 N110 150.676 363.625 -17.216 0 0 0 1209 202 N112 -152.294 614.788 -75.231 0 0 0 1210 202 N113 204.752 792.916 76.539 0 0 0 1211 202 Totals:89.587 1958.8 -0.005 1212 202 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1213 203 N111 -60.71 -21.7 4.437 0 0 0 1214 203 N110 202.006 572.211 -35.078 0 0 0 1215 203 N112 -202.874 804.923 -95.839 0 0 0 1216 203 N113 152.602 603.366 63.648 0 0 0 1217 203 Totals:91.023 1958.8 -62.832 1218 203 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1219 204 N111 -39.45 -104.098 -0.3 0 0 0 1220 204 N110 221.951 654.875 -42.981 0 0 0 1221 204 N112 -230.415 905.861 -106.286 0 0 0 1222 204 N113 125.471 502.162 57.474 0 0 0 1223 204 Totals:77.557 1958.8 -92.092 1224 204 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1225 205 N111 -26.969 -150.539 -3.558 0 0 0 1226 205 N110 232.896 702.072 -48.689 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 43 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 1227 205 N112 -254.008 990.704 -113.84 0 0 0 1228 205 N113 103.111 416.563 52.973 0 0 0 1229 205 Totals:55.03 1958.8 -113.115 1230 205 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1231 206 N111 -32.924 -119.61 -4.837 0 0 0 1232 206 N110 224.112 673.403 -51.178 0 0 0 1233 206 N112 -275.851 1065.503 -115.169 0 0 0 1234 206 N113 84.662 339.504 51.397 0 0 0 1235 206 Totals:0 1958.8 -119.788 1236 206 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1237 207 N111 -51.573 -39.123 -2.239 0 0 0 1238 207 N110 203.046 595.108 -47.5 0 0 0 1239 207 N112 -284.31 1090.184 -112.894 0 0 0 1240 207 N113 79.698 312.631 52.794 0 0 0 1241 207 Totals:-53.139 1958.8 -109.839 1242 207 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1243 208 N111 -73.551 50.413 1.448 0 0 0 1244 208 N110 180.524 506.424 -41.445 0 0 0 1245 208 N112 -273.464 1047.514 -105.823 0 0 0 1246 208 N113 91.992 354.45 56.786 0 0 0 1247 208 Totals:-74.5 1958.8 -89.034 1248 208 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1249 209 N111 -100.087 156.92 6.314 0 0 0 1250 209 N110 154 400.344 -33.472 0 0 0 1251 209 N112 -254.036 974.072 -96.197 0 0 0 1252 209 N113 112.374 427.464 62.414 0 0 0 1253 209 Totals:-87.749 1958.8 -60.94 1254 209 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1255 210 N111 -151.451 360.14 17.388 0 0 0 1256 210 N110 103.875 196.874 -16.017 0 0 0 1257 210 N112 -204.526 789.879 -76.403 0 0 0 1258 210 N113 162.516 611.907 75.028 0 0 0 1259 210 Totals:-89.587 1958.8 -0.004 1260 210 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1261 211 N111 -202.334 561.826 28.538 0 0 0 1262 211 N110 54.639 -4.468 1.312 0 0 0 1263 211 N112 -153.913 599.999 -56.764 0 0 0 1264 211 N113 214.406 801.443 87.53 0 0 0 1265 211 Totals:-87.201 1958.8 60.617 1266 211 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1267 212 N111 -224.861 650.022 33.266 0 0 0 1268 212 N110 33.436 -92.849 9.187 0 0 0 1269 212 N112 -125.89 496.517 -46.445 0 0 0 1270 212 N113 242.206 905.11 93.628 0 0 0 1271 212 Totals:-75.109 1958.8 89.636 1272 212 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1273 213 N111 -242.055 716.072 36.879 0 0 0 1274 213 N110 17.823 -159.46 15.582 0 0 0 1275 213 N112 -99.192 399.136 -37.412 0 0 0 1276 213 N113 267.983 1003.053 98.77 0 0 0 1277 213 Totals:-55.441 1958.8 113.819 1278 213 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1279 214 N111 -352.163 907.346 61.717 0 0 0 1280 214 N110 133.409 77.881 -4.306 0 0 0 1281 214 N112 -37.371 88.543 -11.386 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 44 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 1282 214 N113 256.124 885.022 78.072 0 0 0 1283 214 Totals:0 1958.792 124.097 1284 214 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1285 215 N111 -329.407 809.759 58.797 0 0 0 1286 215 N110 158.476 173.247 -8.717 0 0 0 1287 215 N112 -32.743 77.947 -15.399 0 0 0 1288 215 N113 257.225 897.839 75.851 0 0 0 1289 215 Totals:53.55 1958.792 110.533 1290 215 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1291 216 N111 -305.581 712.472 55.051 0 0 0 1292 216 N110 182.718 269.713 -14.975 0 0 0 1293 216 N112 -45.724 128.903 -22.946 0 0 0 1294 216 N113 242.811 847.703 71.61 0 0 0 1295 216 Totals:74.224 1958.792 88.74 1296 216 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1297 217 N111 -277.083 598.292 50.084 0 0 0 1298 217 N110 210.933 383.648 -23.311 0 0 0 1299 217 N112 -68.89 216.194 -33.532 0 0 0 1300 217 N113 218.966 760.658 65.473 0 0 0 1301 217 Totals:83.927 1958.792 58.715 1302 217 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1303 218 N111 -225.742 394.791 39.163 0 0 0 1304 218 N110 261.113 587.149 -40.475 0 0 0 1305 218 N112 -116.298 394.189 -52.113 0 0 0 1306 218 N113 170.514 582.662 53.41 0 0 0 1307 218 Totals:89.587 1958.792 -0.015 1308 218 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1309 219 N111 -172.825 185.465 27.742 0 0 0 1310 219 N110 312.446 795.849 -58.387 0 0 0 1311 219 N112 -166.918 584.518 -72.67 0 0 0 1312 219 N113 118.32 392.959 40.472 0 0 0 1313 219 Totals:91.023 1958.792 -62.843 1314 219 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1315 220 N111 -151.52 102.97 23.025 0 0 0 1316 220 N110 332.393 878.583 -66.311 0 0 0 1317 220 N112 -194.479 685.569 -83.093 0 0 0 1318 220 N113 91.162 291.67 34.276 0 0 0 1319 220 Totals:77.557 1958.792 -92.103 1320 220 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1321 221 N111 -139.002 56.447 19.782 0 0 0 1322 221 N110 343.337 925.834 -72.035 0 0 0 1323 221 N112 -218.085 770.504 -90.631 0 0 0 1324 221 N113 68.78 206.007 29.759 0 0 0 1325 221 Totals:55.03 1958.792 -113.125 1326 221 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1327 222 N111 -144.933 87.339 18.513 0 0 0 1328 222 N110 334.534 897.162 -74.533 0 0 0 1329 222 N112 -239.918 845.341 -91.956 0 0 0 1330 222 N113 50.318 128.95 28.178 0 0 0 1331 222 Totals:0 1958.792 -119.798 1332 222 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1333 223 N111 -163.572 167.797 21.108 0 0 0 1334 223 N110 313.454 818.867 -70.847 0 0 0 1335 223 N112 -248.366 870.04 -89.69 0 0 0 1336 223 N113 45.345 102.088 29.58 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 45 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 1337 223 Totals:-53.139 1958.792 -109.849 1338 223 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1339 224 N111 -185.576 257.397 24.782 0 0 0 1340 224 N110 290.918 730.118 -64.778 0 0 0 1341 224 N112 -237.496 827.292 -82.635 0 0 0 1342 224 N113 57.655 143.984 33.587 0 0 0 1343 224 Totals:-74.5 1958.792 -89.044 1344 224 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1345 225 N111 -212.15 363.995 29.63 0 0 0 1346 225 N110 264.381 623.959 -56.784 0 0 0 1347 225 N112 -218.04 753.743 -73.032 0 0 0 1348 225 N113 78.06 217.095 39.236 0 0 0 1349 225 Totals:-87.749 1958.792 -60.95 1350 225 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1351 226 N111 -263.598 567.401 40.659 0 0 0 1352 226 N110 214.243 420.346 -39.281 0 0 0 1353 226 N112 -168.482 569.328 -53.289 0 0 0 1354 226 N113 128.251 401.717 51.896 0 0 0 1355 226 Totals:-89.587 1958.792 -0.014 1356 226 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1357 227 N111 -314.563 769.252 51.764 0 0 0 1358 227 N110 165.003 218.883 -21.901 0 0 0 1359 227 N112 -117.827 379.248 -33.7 0 0 0 1360 227 N113 180.186 591.409 64.444 0 0 0 1361 227 Totals:-87.201 1958.792 60.607 1362 227 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1363 228 N111 -337.138 857.556 56.472 0 0 0 1364 228 N110 143.796 130.421 -14.005 0 0 0 1365 228 N112 -89.781 275.642 -23.406 0 0 0 1366 228 N113 208.015 695.173 70.564 0 0 0 1367 228 Totals:-75.109 1958.792 89.626 1368 228 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1369 229 N111 -354.382 923.725 60.068 0 0 0 1370 229 N110 128.177 63.72 -7.592 0 0 0 1371 229 N112 -63.06 178.129 -14.392 0 0 0 1372 229 N113 233.823 793.217 75.726 0 0 0 1373 229 Totals:-55.441 1958.792 113.809 1374 229 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1375 230 N111 -374.255 1040.71 84.845 0 0 0 1376 230 N110 155.546 211.84 -27.508 0 0 0 1377 230 N112 3.651 -46.765 11.962 0 0 0 1378 230 N113 215.057 753.014 54.807 0 0 0 1379 230 Totals:0 1958.799 124.106 1380 230 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1381 231 N111 -351.516 943.151 81.923 0 0 0 1382 231 N110 180.614 307.153 -31.914 0 0 0 1383 231 N112 8.286 -57.388 7.946 0 0 0 1384 231 N113 216.167 765.884 52.587 0 0 0 1385 231 Totals:53.55 1958.799 110.542 1386 231 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1387 232 N111 -327.724 845.924 78.171 0 0 0 1388 232 N110 204.859 403.554 -38.163 0 0 0 1389 232 N112 -4.672 -6.49 0.389 0 0 0 1390 232 N113 201.761 715.811 48.352 0 0 0 1391 232 Totals:74.224 1958.799 88.749 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 46 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 1392 232 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1393 233 N111 -299.276 731.839 73.196 0 0 0 1394 233 N110 233.078 517.399 -46.488 0 0 0 1395 233 N112 -27.801 80.709 -10.21 0 0 0 1396 233 N113 177.925 628.852 42.225 0 0 0 1397 233 Totals:83.927 1958.799 58.723 1398 233 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1399 234 N111 -248.019 528.478 62.261 0 0 0 1400 234 N110 283.275 720.778 -63.632 0 0 0 1401 234 N112 -75.148 258.57 -28.819 0 0 0 1402 234 N113 129.478 450.974 30.184 0 0 0 1403 234 Totals:89.587 1958.799 -0.006 1404 234 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1405 235 N111 -195.183 319.265 50.825 0 0 0 1406 235 N110 334.634 929.378 -81.522 0 0 0 1407 235 N112 -125.713 448.787 -49.404 0 0 0 1408 235 N113 77.285 261.369 17.268 0 0 0 1409 235 Totals:91.023 1958.799 -62.834 1410 235 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1411 236 N111 -173.921 236.846 46.102 0 0 0 1412 236 N110 354.588 1012.05 -89.437 0 0 0 1413 236 N112 -153.241 549.766 -59.84 0 0 0 1414 236 N113 50.13 160.138 11.082 0 0 0 1415 236 Totals:77.557 1958.799 -92.094 1416 236 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1417 237 N111 -161.436 190.386 42.854 0 0 0 1418 237 N110 365.535 1059.253 -95.155 0 0 0 1419 237 N112 -176.82 634.641 -67.388 0 0 0 1420 237 N113 27.75 74.519 6.572 0 0 0 1421 237 Totals:55.03 1958.799 -113.116 1422 237 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1423 238 N111 -167.378 221.3 41.584 0 0 0 1424 238 N110 356.735 1030.591 -97.652 0 0 0 1425 238 N112 -198.638 709.458 -68.72 0 0 0 1426 238 N113 9.28 -2.55 5 0 0 0 1427 238 Totals:0 1958.799 -119.789 1428 238 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1429 239 N111 -186.011 301.761 44.179 0 0 0 1430 239 N110 335.652 952.32 -93.97 0 0 0 1431 239 N112 -207.083 734.156 -66.452 0 0 0 1432 239 N113 4.303 -29.437 6.403 0 0 0 1433 239 Totals:-53.139 1958.799 -109.841 1434 239 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1435 240 N111 -207.984 391.305 47.857 0 0 0 1436 240 N110 313.113 863.632 -87.907 0 0 0 1437 240 N112 -196.234 691.462 -59.39 0 0 0 1438 240 N113 16.605 12.399 10.405 0 0 0 1439 240 Totals:-74.5 1958.799 -89.035 1440 240 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1441 241 N111 -234.516 497.83 52.712 0 0 0 1442 241 N110 286.57 757.545 -79.923 0 0 0 1443 241 N112 -176.807 617.983 -49.775 0 0 0 1444 241 N113 37.004 85.442 16.045 0 0 0 1445 241 Totals:-87.749 1958.799 -60.942 1446 241 COG (in):X: 456.208 Y: -31.621 Z: 1.055 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam…Page 47 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 1447 242 N111 -285.878 701.091 63.756 0 0 0 1448 242 N110 236.416 554.058 -62.44 0 0 0 1449 242 N112 -127.313 433.709 -30.005 0 0 0 1450 242 N113 87.188 269.942 28.684 0 0 0 1451 242 Totals:-89.587 1958.799 -0.005 1452 242 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1453 243 N111 -336.76 902.818 74.876 0 0 0 1454 243 N110 187.153 352.703 -45.083 0 0 0 1455 243 N112 -76.717 243.749 -10.387 0 0 0 1456 243 N113 139.122 459.531 41.209 0 0 0 1457 243 Totals:-87.202 1958.799 60.615 1458 243 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1459 244 N111 -359.291 991.044 79.591 0 0 0 1460 244 N110 165.939 264.306 -37.196 0 0 0 1461 244 N112 -48.704 140.218 -0.079 0 0 0 1462 244 N113 166.947 563.232 47.319 0 0 0 1463 244 Totals:-75.109 1958.799 89.634 1464 244 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1465 245 N111 -376.494 1057.137 83.193 0 0 0 1466 245 N110 150.316 197.665 -30.792 0 0 0 1467 245 N112 -22.015 42.778 8.946 0 0 0 1468 245 N113 192.752 661.22 52.47 0 0 0 1469 245 Totals:-55.441 1958.799 113.818 1470 245 COG (in):X: 456.208 Y: -31.621 Z: 1.055 Envelope Node Reactions Node Label X [lb] LC Y [lb] LC Z [lb] LC MX [lb-ft] LC MY [lb-ft] LC MZ [lb-ft] LC 1 N111 max 1061.855 57 9480.497 34 274.02 34 0 245 0 245 0 245 2 min -2346.56 34 -4341.369 57 -250.792 58 0 1 0 1 0 1 3 N110 max 1294.892 41 4794.536 41 420.468 50 0 245 0 245 0 245 4 min -2040.384 50 -8998.595 50 -443.656 42 0 1 0 1 0 1 5 N112 max 2067.201 50 4624.788 43 535.965 50 0 245 0 245 0 245 6 min -1294.503 43 -8218.572 50 -578.766 42 0 1 0 1 0 1 7 N113 max 2297.499 34 8796.256 34 353.053 34 0 245 0 245 0 245 8 min -1097.799 59 -4070.128 59 -312.747 58 0 1 0 1 0 1 9 Totals:max 1560.57 54 1958.8 145 1561 34 10 min -1560.57 46 698.525 65 -1560.786 42 Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks Member Shape Code CheckLoc[in]LC Shear Check Loc[in] LC phi*Pnc [lb]phi*Pnt [lb]phi*Mn y-y [lb-ft]phi*Mn z-z [lb-ft]Cb Eqn 1 M35 HSS2.375X0.154 0.956 79.102 50 0.292 163.477 34 4974.131 41400 2459.85 2459.85 1 H1-1a 2 M34 HSS2.375X0.154 0.717 82.5 34 0.313 163.126 50 40412.603 41400 2459.85 2459.85 1 H1-1b 3 M100 HSS3.500X0.125 0.714 87.146 34 0.192 87.146 34 35164.044 50922 4588.5 4588.5 1 H1-1a 4 M101 HSS3.500X0.125 0.679 65.823 34 0.191 87.146 34 35164.044 50922 4588.5 4588.5 1 H1-1a 5 MP2 HSS2.375X0.154 0.204 69 221 0.101 29.25 34 23738.871 41400 2459.85 2459.85 1 H1-1b 6 MP1 HSS2.375X0.154 0.179 69 34 0.065 69 34 23738.871 41400 2459.85 2459.85 1 H1-1b 7 MP4A HSS2.375X0.154 0.163 69 181 0.048 29.25 34 23738.871 41400 2459.85 2459.85 1 H1-1b 8 MP4 HSS2.375X0.154 0.163 69 228 0.043 69 42 23738.871 41400 2459.85 2459.85 1 H1-1b 9 MP1A HSS2.375X0.154 0.116 69 34 0.043 29.25 42 23738.871 41400 2459.85 2459.85 1 H1-1b 10 MP3 HSS2.375X0.154 0.082 69 160 0.017 69 159 23738.871 41400 2459.85 2459.85 1 H1-1b 11 MP3A HSS2.375X0.154 0.076 69 162 0.017 29.25 41 23738.871 41400 2459.85 2459.85 1 H1-1b Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 48 Envelope AISI S100-20: ASD Member Cold Formed Steel Code Checks MemberShapeCode CheckLoc[in]LC Shear CheckLoc[in]Dir LC Pn/Om[lb]Tn/Om[lb] Mnyy/Om[lb-ft] Mnzz/Om[lb-ft] Vny/Om[lb]Vnz/Om[lb]Cb Eqn 1 M105 P1000 0.849 28.5 223 0.166 28.5 y 34 3535.583 9501.198 173.592 398.295 1027.806 2055.611 1.525 H1.2-1 2 M104 P1000 0.831 28.5 181 0.168 48.094 y 34 3535.583 9501.198 173.592 398.295 1027.806 2055.611 1.525 H1.2-1 3 M102 P1000 0.037 53.438 42 0.123 53.438 y 1553535.583 9501.198 343.444 398.295 1027.806 2055.611 1.457 H1.1-1 4 M103 P1000 0.038 28.5 221 0.123 53.438 y 1533535.583 9501.198 239.29 398.295 1027.806 2055.611 1.407 H1.1-1 Page | 9 APPENDIX D ADDITIONAL CALCUATIONS Record ID: Carrier Site ID: Carrier Site Name: Date: Connection Type:U-Bolt - Diameter:0.5 in - Grade:A307 - Yield Strength (Fy):36 ksi - Ulitmate Strength (Fu):60 ksi - Number of Bolts:8 - Threads Included:Yes - Double Shear:No - Connection Pipe Size:3.5 in - CONNECTION PROPERTIES Mount Frame to FRP Box PROJECT DATA BOLT CONNECTION CALCULATOR CLL03238 Downtown Santa Ana 8/13/2025 3321.000 -6 -3 0 3 6 -3 -1.5 0 1.5 3 BOLT LAYOUT 1 Code Standard:- Design Standard:- Slip Check:- Pretension Standard:- Tensile Capacity (ɸTn):6385.43 lbs TIA-222-H Section 4.9.6.1 Shear Capacity (ɸVn):4417.86 lbs TIA-222-H Section 4.9.6.3 Tension Force (Tu):-lbs - Shear Force (Vu):1184.46 lbs - Tension Usage:-FAIL TIA-222-H Section 4.9.6.1 Shear Usage:26.81%PASS TIA-222-H Section 4.9.6.3 Interaction:26.81%PASS TIA-222-H Section 4.9.6.4 Member & LC M68 / LC34 - Sliding Capacity (ɸRns):18849.56 lb TIA-222-H Section 4.9.11.3 Torsion Capacity (ɸRnr):2736.55 lb-ft TIA-222-H Section 4.9.11.3 Sliding Force (Vus):9463.30 lb - Torsional Force (Tur):0.00 lb-ft - Sliding Usage:50.20%PASS TIA-222-H Section 4.9.11.3 Torsion Usage:0.00%PASS TIA-222-H Section 4.9.11.3 Interaction:50.20%PASS TIA-222-H Section 4.9.11.3 Member & LC:M68 / LC34 - *TIA-222-H Section 15.5 TIA-222-H SLIDING AND SLIPPAGE CHECKS APPLICABLE CODES AND STANDARDS TIA-222-H Yes CONNECTION CHECKS LRFD 2 | 2022-10-25 | Commercial in Confidence | Page 40 Radio 4890HP 48B2/B25 48B66 M01 —8 ports, 4T8R per band —B2/B25: 4x60W —B66: 4x60W —Up to 480W in total without fan (-40 to +55 ̊C) —L (≥5MHz), NR, ESS, NB-IoT (IB and GB) —2x 2.5/4.9/9.8/10.1/24.3 Gbps CPRI —eCPRI —Front area: 384mm x 444mm (15.1x17.5 inches) —Depth: 176mm (6.9 inches) -> 30.0liter (estimate) —Dual layer filter, one layer RX-only —31kg (68 lbs) —Internal PIMC* —-48 VDC 3-wire or 2-wire (single DC-connector) —Improved energy efficiency —AISG TMA & RET support via RS-485 or RF connectors —2 external alarm —Convectional cooling —Optional fan for increased site flexibility —IP 65, -40 to +55 ̊C Radio 4890HP RF-port definitionRadio 8843 RF-port definition Confirmed July 2023 AT&T Input ●Priority : High ●Volumes : Large (>15k) 4T8R * Feature under discussion & consideration | 2022-10-25 | Commercial in Confidence | Page 41 Radio 4890HP 48B2/B25 48B66 Mxx (8 ports)B2/25 B66 B2/25 + B66 Supported by 4890 4T8R per band4T4R per band 4T4R per band Common 4T4R Radio 4490, or Radio 4490, or ~30l, 31kg ~30l, 31kg ~30l, 31kg * Feature under discussion & consideration *** | 2022-10-25 | Commercial in Confidence | Page 42 Radio 4890HP Benefits 8Rx Network performance gains DL capacity UL capacity 8Rx TDD brings great capacity gain for downlink 8Rx for FDD mid-bands brings balance between up and downlink capacity 5G Carrier aggregation allows better use of TDD 5G TDD 5G FDD uplink Boosting FDD uplink further, increases use of TDD bands further 8Rx boost Capacity balance restored Increased TDD usage | 2022-10-25 | Commercial in Confidence | Page 43 Radio 4490HP/4890HP Benefits eCPRISupport ●eCPRI switched fronthaul benefits –Flexibility for re-allocation of radios between BBU / Cloud RAN without having to re-cable –Fronthaul bandwidth scales with user traffic –Can combine Fronthaul with other traffic between the Radio Site and Hub Site ●4490HP/4890HP 25Gbps eCPRI benefits –Future conversion from DRAN/CPRI to CRAN/eCPRI without requiring a Fronthaul Gateway CPRI Line-card 860677769-001 ©2025 ANDREW, an Amphenol company. All rights reserved. Amphenol and ANDREW are registered trademarks of Amphenol and/or its affiliates in the U.S. and other countries. All product names, trademarks and registered trademarks are property of their respective owners. Revised: March 12, 2025 Page of 1 2 Radio Mount interface plate to enable Ericsson 8843/4449/4490/4890 /ERS radios to attach to standard radio mounts Interface plate to allow an Ericsson 8843/4449/4490/4890 to be mounted to a standard universal radio mount bracket. Includes (2) units and typical hardware to mount to the radio bracket. Also supports other ERS / 4415 / 4426 / 4478 radios. See data sheet for list. If your radio is not listed please reach out to your ANDREW account manager for support. Supports the patterns: cc80x80 cc110x110 cc30x110 cc80x110 Product Classification Product Type Remote radio head unit mount Ordering Note ANDREW® standard product with terms Warranty One year General Specifications Radio Compatibility, Ericsson 4415    |   4426    |   4449    |   4460    |   4467    |   4478    |   4490    |   4890    |   8843    |   8863    |   ERS Dimensions Height 323.85 mm   |   12.75 in Width 254 mm   |   10 in Length 36.322 mm   |   1.43 in Material Specifications Material Type Hot dip galvanized steel Packaging and Weights Included Bracket    |   Hardware Packaging quantity 2 Regulatory Compliance/Certifications 860677769-001 ©2025 ANDREW, an Amphenol company. All rights reserved. Amphenol and ANDREW are registered trademarks of Amphenol and/or its affiliates in the U.S. and other countries. All product names, trademarks and registered trademarks are property of their respective owners. Revised: March 12, 2025 Page of 2 2 Agency Classification CHINA-ROHS Below maximum concentration value REACH-SVHC Compliant as per SVHC revision on www.andrew.com/ProductCompliance ROHS Compliant UK-ROHS Compliant * Footnotes Warranty For more information, please consult our Product Warranty guidelines SHEET NO.DESCRIPTION D-3 DETAILS D-4 DETAILS G-1 GROUNDING PLAN G-2 GROUNDING DETAILS SHEET NO.DESCRIPTION T-1 TITLE SHEET GN-1 GENERAL NOTES A-1.1 SITE PLAN A-1.2 ENLARGED SITE PLAN A-2 EQUIPMENT LAYOUTS A-3.1 EXISTING ANTENNA PLANS A-3.2 NEW ANTENNA PLANS A-4 ELEVATIONS A-5 ELEVATIONS D-1 DETAILS D-2 DETAILS APPROVED APPROVED AS NOTED REVISE & RESUBMIT OWNER REPRESENTATIVE DATE SITE ACQUISITION DATE CONSTRUCTION MANAGER DATE ZONING DATE RF ENGINEER DATE APPROVAL BLOCK TITLE SHEET mobility corp. mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:- VR 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL03238 10087167 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 03/05/2026 APPLICANT: CLL03238 DOWNTOWN SANTA ANA 217 & 217 3/4 MAIN STREET SANTA ANA, CA 92701 VR03/12/2025A ENGINEER: T-1 PLANS PREPARED BY: 95% CD'S - CLIENT RLs DS06/13/2025B 100% CD'S FOR SUBMITTAL DS08/15/20250 100% CD'S REVISED DS12/30/20251 100% CD'S REV - JX DS03/05/202622 SI CALL CALIFORNIA ONE CALL (800) 422-4133 CALL 3 WORKING DAYS BEFORE YOU DIG! SITE INFORMATION SITE ADDRESS:217 & 217 3/4 MAIN STREET SANTA ANA, CA 92701 LATITUDE (NAD 83):33.747028 33°44'49.3" N LONGITUDE (NAD 83):-117.867472 117°52'02.9" W GROUND ELEVATION:±115' AMSL JURISDICTION:CITY OF SANTA ANA PROPERTY OWNER:40 ANDREW HART REALTY 26012 MARGUERITA PKWY #405 MISSION VIEJO, CA 92692 TOWER OWNER: PARCEL/MAP NUMBER:398-602-02 STRUCTURE TYPE:BUILDING STRUCTURE HEIGHT:55'-0" A.G.L. ZONING CLASSIFICATION:COMMERCIAL CONSTRUCTION TYPE:II-B EXISTING USE:UNMANNED TELECOMMUNICATION FACILITY PROPOSED USE:UNMANNED TELECOMMUNICATION FACILITY POWER SUPPLIER:SCE TELCO SUPPLIER:VERIZON PROJECT TEAM APPLICANT:AT&T MOBILITY 1452 EDINGER AVE. TUSTIN, CA 92780 A/E:M SQUARED WIRELESS 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 CONTACT: JON MAXWELL PHONE: (949) 391-6824 PROJECT MANAGEMENT FIRM:ERICSSON ROBIN LOGAN PHONE: (973) 270-8394 EMAIL: robin.logan@ericsson.com RF ENGINEER:AT&T MOBILITY CONTACT: DANIYAL SADIQ PHONE: (714) 794-4506 EMAIL: ds140y@att.com SITE ACQ MANAGER:FELICIA PHILLIPS PHONE: (714) 791-6643 EMAIL: felicia@msquaredwireless.com VICINITY MAP DIRECTIONS CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. ·2022 CALIFORNIA BUILDING CODE (CBC) ·2022 CALIFORNIA TITLE 24, PART 10 ·2022 CALIFORNIA FIRE CODE (CFC) ·2022 CALIFORNIA ENERGY CODE ·2022 CALIFORNIA ELECTRICAL CODE ·2022 CALIFORNIA MECHANICAL CODE (CMC) ·ANSI EIA/TIA-222-H ·CITY/COUNTY ORDINANCES DIRECTIONS FROM AT&T OFFICE (1452 EDINGER AVE., TUSTIN, CA 92780): 1.HEAD SOUTHWEST TOWARD AT&T 279 FT. 2.TURN RIGHT ONTO AT&T 0.1 MI. 3.TURN LEFT ONTO EDINGER AVE 1.3MI. 4.TURN RIGHT ONTO S GRAND AVE 1.3 MI. 5.USE THE LEFT 2 LANES TO TURN LEFT ONTO E 1ST ST 0.9 MI. 6.TURN RIGHT ONTO N BUSH ST 0.1 MI. 7.AT THE ROUNDABOUT, TAKE THE 3RD EXIT ONTO E 3RD ST 344 FT. 8.YOUR DESTINATION WILL BE ON THE LEFT DRAWING INDEX SCOPE OF WORK NE N E SESW W NW S DRAWING SCALE THESE DRAWINGS ARE SCALED TO FULL SIZE AT 22"x34" AND HALF SIZE AT 11"x17". CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONFITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE DESIGNER / ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR MATERIAL ORDERS OR BE RESPONSIBLE FOR THE SAME. CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICE TO PREVENT STORM WATER POLLUTION DURING CONSTRUCTION. THIS PROJECT CONSISTS OF THE MODIFICATIONS OF AN EXISTING AT&T MOBILITY UNMANNED TELECOMMUNICATIONS FACILITY. THE SCOPE WILL CONSIST OF THE FOLLOWING: EQUIPMENT AREA: ·ALL UMTS IS OOS - REMOVE BREAKERS AND RIP ·RETIRE IN PLACE (1) 24/48 STANDALONE SHELF AND UMTS EQUIPMENT ·REMOVE (7) C48/24-1500 CONVERTERS ·REMOVE (6) 25A DC BREAKERS ·REMOVE (3) 45A DC BREAKERS ·REUSE (1) EXISTING VERTIV 721 POWER PLANT ·INSTALL (1) NETSURE 7100 RETROFIT KIT W/-58V ·INSTALL (5) C48/58-2000P3 CONVERTERS ·INSTALL (1) COMMSCOPE 48/24 CONVERTER FOR CIENA/SIAD ·INSTALL (6) 50A DC BREAKERS ·INSTALL 200A BATTERY DISCONNECTS IN POWER PLANT ANTENNA AREA: ·REMOVE (3) EXISTING RRUS-32 B66A RRHS ·REMOVE (3) EXISTING RRUS-32 B2 RRHS ·REMOVE (3) EXISTING AIR6449 B77D ANTENNAS ·INSTALL (3) NEW 4890 B25/B66 RRHS ·INSTALL (3) NEW AIR6472 B77G B77M ANTENNAS ·REMOVE ALL MDT BRACKETS ·SLIDE ANTENNA POSITIONS TO ACHIEVE EDGE TO EDGE DISTANCES EXISTING ANTENNAS:12 EXISTING RRUS:15 REMOVED ANTENNAS:3 REMOVED RRUS:6 PROPOSED ANTENNAS:3 PROPOSED RRUS:3 TOTAL ANTENNAS:12 TOTAL RRUS:12 CLL03238 - DOWNTOWN SANTA ANA FA NUMBER: IWM ID: USID: PACE NUMBER: 10087167 WSLOS0069199, WSLOS0069078, WSLOS0069621 11691 MRLOS116305, MRLOS116248, MRLOS115421 217 & 217 3/4 MAIN STREET SANTA ANA, CA 92701 2 2 2 mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:- VR 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL03238 10087167 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 03/05/2026 APPLICANT: CLL03238 DOWNTOWN SANTA ANA 217 & 217 3/4 MAIN STREET SANTA ANA, CA 92701 VR03/12/2025A ENGINEER: GN-1 PLANS PREPARED BY: 95% CD'S - CLIENT RLs DS06/13/2025B 100% CD'S FOR SUBMITTAL DS08/15/20250 100% CD'S REVISED DS12/30/20251 100% CD'S REV - JX DS03/05/202622 GENERAL CONSTRUCTION NOTES: 1.FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR - GENERAL CONTRACTOR SUBCONTRACTOR - CONTRACTOR (CONSTRUCTION) OWNER - AT&T 2.ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS. 3.GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE NEW WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4.ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAT&T, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 5.ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 6.UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7.PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOWN DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH WORK. 8.THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9.IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE SPACE FOR APPROVAL BY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING. 10.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11.GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12.ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13.SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. SUBCONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14.WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. SUBCONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO THE BEGINNING CONSTRUCTION. 15.SUBCONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 16.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17.THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 18.GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND SUBCONTRACTORS TO THE SITE AND/OR BUILDING. 19.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20.THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 21.THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 22.ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ARCHITECT/ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, D) TRENCHING & EXCAVATION. 23.ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ARCHITECT/ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 24.THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 25.SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 26.NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 27.THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL JURISDICTION. 28.ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 29.ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 30.SUBCONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 31.SUBCONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 32.THE NEW FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). 33.OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT&T TECHNICIANS. 34.NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED . 35.ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION AT&T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS SITES" AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 36.SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF SUBCONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 37.SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 38.INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 39.NO WHITE STROBIC LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. 40.ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 41.NO NOISE, SMOKE, DUST, OR VIBRATIONS WILL RESULT FROM THIS FACILITY. (DELETE THIS NOTE IF THE SITE WILL HAVE A GENERATOR). 42.NO ADDITIONAL PARKING TO BE PROPOSED . EXISTING ACCESS AND PARKING TO REMAIN. (REVISE THIS NOTE ACCORDING TO THE SITE CONFIGURATION). 43.NO LANDSCAPING IS NEW AT THIS SITE, UNLESS NOTED OTHERWISE. (REVISE THIS NOTE ACCORDING TO THE SITE CONFIGURATION). 44.CONTRACTOR SHALL ASSESS & REPAIR ANY DAMAGED AND/ OR MISSING CABLE TRAY COVERS, SLEEPERS, AND/ OR COVER CLAMPS. 45.CONTRACTOR SHALL ASSESS AND REPLACE ANY MISSING OR DAMAGED COLOR CODED, CONTINUOUS, PHOTO-LUMINESCENT/REFLECTIVE MARKING ON ALL EXISTING CABLE TRAY. 46.CONTRACTOR SHALL ASSESS AND REPLACE ANY MISSING OR DAMAGED ANTENNA "TRANSMITTER" LABELS & ENSURE MARKING ARE AFFIXED TO ANY EXISTING & NEW ANTENNA. ANTENNA MOUNT OR CONSPICUOUS LOCATION NEAR THE ANTENNA. 47.THE PROPOSED MODIFICATIONS WILL NOT RESULT IN AN INCREASE IN THE HEIGHT OF THE EXISTING STRUCTURE. 48.THE PROPOSED MODIFICATIONS WILL NOT REQUIRE THE EXTENSION OF THE SITE BOUNDARY. 49.THE PROPOSED MODIFICATIONS WILL NOT INCREASE NOISE LEVELS AT THE FACILITY BY SIX DECIBELS OR MORE OR TWO LEVELS THAT EXCEED STATE AND LOCAL CRITERIA. 50.THE OPERATION OF THE REPLACEMENT ANTENNAS WILL NOT INCREASE RADIO FREQUENCY EMISSIONS AT THE FACILITY TO A LEVEL AT OR ABOVE THE FEDERAL COMMUNICATIONS COMMISSION SAFETY STANDARD. 51.THE PROPOSED MODIFICATION WILL NOT CAUSE A CHANGE OR ALTERATION IN THE PHYSICAL OR ENVIRONMENTAL CHARACTERISTICS OF THE SITE. GENERAL NOTES FR O N T FR O N T mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:- VR 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL03238 10087167 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 03/05/2026 APPLICANT: CLL03238 DOWNTOWN SANTA ANA 217 & 217 3/4 MAIN STREET SANTA ANA, CA 92701 VR03/12/2025A ENGINEER: A-1.1 PLANS PREPARED BY: 95% CD'S - CLIENT RLs DS06/13/2025B 100% CD'S FOR SUBMITTAL DS08/15/20250 100% CD'S REVISED DS12/30/20251 100% CD'S REV - JX DS03/05/202622 A-1.1 SITE PLAN SITE PLAN 1 NE N E SESW W NW S NOTE: THESE DRAWINGS HAVE BEEN CREATED UTILIZING AS-BUILTS PROVIDED BY AT&T AND WITHOUT A SURVEY OR SITE MEASUREMENTS. PLEASE VERIFY ALL DIMENSIONS, LENGTHS, PROPERTY LINES, CONDUIT RUNS, ETC. PRIOR TO CONSTRUCTION. APN: 398-602-02 SEE ENLARGED SITE PLAN 1 A-1.2 E. 3RD STREET MA I N S T R E E T PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDINGEXISTING BUILDING EXISTING BUILDING EXISTING PARKING N. B U S H S T R E E T EXISTING PARKING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING FR O N T FR O N T A-1.2 ENLARGED SITE PLAN mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:- VR 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL03238 10087167 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 03/05/2026 APPLICANT: CLL03238 DOWNTOWN SANTA ANA 217 & 217 3/4 MAIN STREET SANTA ANA, CA 92701 VR03/12/2025A ENGINEER: A-1.2 PLANS PREPARED BY: 95% CD'S - CLIENT RLs DS06/13/2025B 100% CD'S FOR SUBMITTAL DS08/15/20250 100% CD'S REVISED DS12/30/20251 100% CD'S REV - JX DS03/05/202622 ENLARGED SITE PLAN 1 NE N E SESW W NW S NOTE: THESE DRAWINGS HAVE BEEN CREATED UTILIZING AS-BUILTS PROVIDED BY AT&T AND WITHOUT A SURVEY OR SITE MEASUREMENTS. PLEASE VERIFY ALL DIMENSIONS, LENGTHS, PROPERTY LINES, CONDUIT RUNS, ETC. PRIOR TO CONSTRUCTION. APN: 398-602-02 EXISTING ROOFTOP EXISTING AT&T CABLE TRAY (TYP.) EXISTING AND NEW AT&T EQUIPMENT LOCATION 1,2 A-2 EXISTING AND NEW AT&T ANTENNA LOCATION @ SECTORS "B" EXISTING AND NEW AT&T ANTENNA LOCATION @ SECTOR "A" 1 A-3.1 1 A-3.2 1 A-3.1 1 A-3.2 "B" S E C T O R @ 220 ° "A" SE C T O R @ 100° EXISTING AND NEW AT&T ANTENNA LOCATION @ SECTORS "C" 1 A-3.1 1 A-3.2 EXISTING OPEN TO BELOW 1,2 A-5 1,2 A-4 "C " S E C T O R @ 34 0 ° mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:- VR 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL03238 10087167 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 03/05/2026 APPLICANT: CLL03238 DOWNTOWN SANTA ANA 217 & 217 3/4 MAIN STREET SANTA ANA, CA 92701 VR03/12/2025A ENGINEER: A-2 PLANS PREPARED BY: 95% CD'S - CLIENT RLs DS06/13/2025B 100% CD'S FOR SUBMITTAL DS08/15/20250 100% CD'S REVISED DS12/30/20251 100% CD'S REV - JX DS03/05/202622 EXISTING EQUIPMENT LAYOUT 2 A-2 1 NE N E SESW W NW S EQUIPMENT LAYOUTS NEW EQUIPMENT LAYOUT NE N E SESW W NW S (E) AT&T KNOX BOX (E) AT&T FIF RACK WITH: (1) 5216, (2) XMU, (1) DAFI, (1) 6630 (2) DC12 RM GEN 2 (E) AT&T CABLE ENTRY PORT (ABOVE) (E) AT&T ACCESS DOOR (E) AT&T BATTERY RACK WITH: (3) 185AH BATTERY STRINGD TO REMAIN (E) AT&T VERTIV 721 POWER PLANT TO BE RETROFITTED WITH EXISTING EQUIPMENT: (11) R48-2000E3 RECTIFIERS TO REMAIN (2) A85AH BATTERY STRINGS TO REMAIN (7) C48/24-1500 CONVERTERS TO BE REMOVED (6) 25 AMP BREAKERS TO BE REMOVED (3) 45 AMP BREAKERS TO BE REMOVED NOTE: EXISTING BBU CONFIGURATION: (1) 5216, (2) XMU, (1) DAFI, (1) 6630. NOTE: FINAL BBU CONFIGURATION: T.B.D. 180 DAYS PRIOR TO CONSTRUCTION START DATE 23'-0" EXISTING AT&T EQUIPMENT LEASE AREA 25 ' - 0 " EX I S T I N G AT & T E Q U I P M E N T L E A S E A R E A 19'-0" 11 ' - 8 " 7'-4 " 7' - 2 " (E) AT&T AC TRANSFORMER (E) AT&T ELECTRICAL PANEL (E) AT&T DISCONNECT WITH GROUND BAR (E) AT&T ERICSSON CABINET (E) AT&T RBS 2250 CABINET (E) AT&T HCHC MCPA (E) AT&T KNOX BOX (E) AT&T CABLE ENTRY PORT (ABOVE) (E) AT&T ACCESS DOOR (E) AT&T VERTIV 721 POWER PLANT TO BE RETROFITTED WITH EXISTING EQUIPMENT: (11) R48-2000E3 RECTIFIERS (2) 185AH BATTERY STRINGS INSTALL NEW EQUIPMENT: (1) NETSURE 7100 -58 RETROFIT KIT (5) C48/58-2000P3 CONVERTERS (1) COMMSCOPE 48/24 CONVERTER FOR CIENA/SIAD (6) 50A DC BREAKERS 7'- 4 " (E) AT&T AC TRANSFORMER (E) AT&T ELECTRICAL PANEL (E) AT&T DISCONNECT WITH GROUND BAR (E) AT&T RBS 2250 CABINET (E) AT&T HCHC MCPA (E) AT&T HVAC UNIT 1 D-2 1 D-3 (E) AT&T FIF RACK WITH: (1) 5216, (2) XMU, (1) DAFI, (1) 6630 (2) DC12 RM GEN 2 (E) AT&T ERICSSON CABINET (E) AT&T 3RD CARRIER LMR (E) AT&T 3206 CABINET (E) AT&T BATTERY RACK WITH: (3) 185AH BATTERY STRINGS (E) AT&T HVAC UNIT (E) AT&T 3RD CARRIER LMR (E) AT&T 3206 CABINET 1 D-4 23'-0" EXISTING AT&T EQUIPMENT LEASE AREA 25 ' - 0 " EX I S T I N G AT & T E Q U I P M E N T L E A S E A R E A 19'-0" 7' - 2 " mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:- VR 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL03238 10087167 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 03/05/2026 APPLICANT: CLL03238 DOWNTOWN SANTA ANA 217 & 217 3/4 MAIN STREET SANTA ANA, CA 92701 VR03/12/2025A ENGINEER: A-3.1 PLANS PREPARED BY: 95% CD'S - CLIENT RLs DS06/13/2025B 100% CD'S FOR SUBMITTAL DS08/15/20250 100% CD'S REVISED DS12/30/20251 100% CD'S REV - JX DS03/05/202622 EXISTING ANTENNA PLAN 1 A-3.1 EXISTING ANTENNA PLANS ANTENNA RF SCHEDULE EXISTING RF SCHEDULE SECTOR ANTENNA MODEL NUMBER AZIMUTH RAD CENTER RRU MODEL NUMBER SURGE PROTECTOR MODEL NUMBER A1 NNH4-65A-R6H4 100°52'-0"RRUS-32 B2 / 4449 B5/B12 / RRUS-32 B66A DC6-48-60-18-8C NEMA A2 AIR6449 B77D 100°52'-10"-- A3 NNHH-65A-R4 100°52'-0"4478 B14 - A4 QS4658-3E 100°52'-0" RRUS-32 B30 DC6-48-60-18-8C NEMA B1 NNH4-65A-R6H4 220°52'-0"RRUS-32 B2 / 4449 B5/B12 / RRUS-32 B66A DC6-48-60-18-8C NEMA B2 AIR6449 B77D 220°52'-10"-- B3 NNHH-65A-R4 220°52'-0"4478 B14 - B4 QS4658-3E 220°52'-0" RRUS-32 B30 DC6-48-60-18-8C NEMA C1 NNH4-65A-R6H4 340°52'-0"RRUS-32 B2 / 4449 B5/B12 / RRUS-32 B66A DC6-48-60-18-8C NEMA C2 AIR6449 B77D 340°52'-10"-- C3 NNHH-65A-R4 340°52'-0"4478 B14 - C4 QS4658-3E 340°52'-0" RRUS-32 B30 DC6-48-60-18-8C NEMA RFDS ID 34804 RFDS REV FINAL RFDS DATE 02/14/2025 NE N E SESW W NW S @ SECTOR "A" A1 A2 A3 A4 @ SECTOR "B"@ SECTOR "C" "A" SE C T O R @ 100° 3' - 0 " 1' - 0 " 3' - 0 " (E) AT&T DC6 NEMA BOXES TO REMAIN (2 PER SECTOR, 6 TOTAL) (E) AT&T RRU-32 B30 TO REMAIN (1 PER SECTOR, 3 TOTAL) (E) AT&T RRU 4478 B14 TO REMAIN (1 PER SECTOR, 3 TOTAL) (E) AT&T ANTENNA TO BE REMOVED (1 PER SECTOR , 3 TOTAL) (E) AT&T ROOF MOUNTED CABLE TRAY "C " S E C T O R @ 34 0 ° (E) AT&T ANTENNA TO REMAIN (1 PER SECTOR , 3 TOTAL) (E) AT&T ANTENNA TO REMAIN (1 PER SECTOR , 3 TOTAL) (E) AT&T ANTENNA TO REMAIN (1 PER SECTOR , 3 TOTAL) C4 C3 C2 C1 B4 B3 B1 B2 3'-0 " 3'-0 " 3'-0" 3'-0" "B " S E C T O R @ 220 ° 1'-0" 1'-0 " (E) AT&T RRU B32 B66A TO BE REMOVED (1 PER SECTOR, 3 TOTAL) (E) AT&T RRU-32 B32 B2 TO BE REMOVED (1 PER SECTOR, 3 TOTAL) (E) AT&T RRU 4449 B5/B12 TO REMAIN (1 PER SECTOR, 3 TOTAL) mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:- VR 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL03238 10087167 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 03/05/2026 APPLICANT: CLL03238 DOWNTOWN SANTA ANA 217 & 217 3/4 MAIN STREET SANTA ANA, CA 92701 VR03/12/2025A ENGINEER: A-3.2 PLANS PREPARED BY: 95% CD'S - CLIENT RLs DS06/13/2025B 100% CD'S FOR SUBMITTAL DS08/15/20250 100% CD'S REVISED DS12/30/20251 100% CD'S REV - JX DS03/05/202622 NEW ANTENNA PLAN 1 A-3.2 NEW ANTENNA PLANS ANTENNA RF SCHEDULE FINAL RF SCHEDULE SECTOR ANTENNA MODEL NUMBER AZIMUTH RAD CENTER RRU MODEL NUMBER SURGE PROTECTOR MODEL NUMBER A1 NNH4-65A-R6H4 100°52'-0"4449 B5/B12 / 4890 B25/B66 DC6-48-60-18-8C NEMA A2 AIR6472 B77G B77M 100°52'-6"INTEGRATED - A3 NNHH-65A-R4 100°52'-0" 4478 B14 - A4 QS4658-3E 100°52'-0" RRUS-32 B30 DC6-48-60-18-8C NEMA B1 NNH4-65A-R6H4 220°52'-0"4449 B5/B12 / 4890 B25/B66 DC6-48-60-18-8C NEMA B2 AIR6472 B77G B77M 220°52'-6"INTEGRATED - B3 NNHH-65A-R4 220°52'-0" 4478 B14 - B4 QS4658-3E 220°52'-0" RRUS-32 B30 DC6-48-60-18-8C NEMA C1 NNH4-65A-R6H4 340°52'-0"4449 B5/B12 / 4890 B25/B66 DC6-48-60-18-8C NEMA C2 AIR6472 B77G B77M 340°52'-6"INTEGRATED - C3 NNHH-65A-R4 340°52'-0" 4478 B14 - C4 QS4658-3E 340°52'-0" RRUS-32 B30 DC6-48-60-18-8C NEMA RFDS ID 34804 RFDS REV FINAL RFDS DATE 02/14/2025 NE N E SESW W NW S @ SECTOR "A"@ SECTOR "B"@ SECTOR "C" "A" SECTO R @ 100° A1 A2 A3 A4 B4 B3 B1 B2 "B " S E C T O R @ 220 ° C1 C2 C3 C4 "C " S E C T O R @ 34 0 ° 2'-9" 2'-0" 2'-0" 2'-9 " 2'-0 " 2'-1 " 2' - 1 " 2' - 0 " NEW AT&T RRU 4890 B25/B66 MOUNTED TO EXISTING BACK-TO-BACK MOUNTING BRACKETS (1 PER SECTOR, 3 TOTAL) (E) AT&T ROOF MOUNTED CABLE TRAY (E) AT&T RRU 4478 B14 (1 PER SECTOR, 3 TOTAL) (E) AT&T RRU 4449 B5/B12 (1 PER SECTOR, 3 TOTAL) 3 D-1 (E) AT&T DC6 NEMA BOX SURGE PROTECTORS (2 PER SECTOR, 6 TOTAL) (E) AT&T ANTENNA (1 PER SECTOR , 3 TOTAL) 1 D-1 NEW AT&T ANTENNA (1 PER SECTOR, 3 TOTAL) (E) AT&T ANTENNA (1 PER SECTOR , 3 TOTAL) (E) AT&T ANTENNA (1 PER SECTOR , 3 TOTAL) 2' - 0 " (E) AT&T RRU-32 B30 (1 PER SECTOR, 3 TOTAL) NOTE: REMOVE ALL MECHANICAL DOWN TILT BRACKETS. mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:- VR 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL03238 10087167 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 03/05/2026 APPLICANT: CLL03238 DOWNTOWN SANTA ANA 217 & 217 3/4 MAIN STREET SANTA ANA, CA 92701 VR03/12/2025A ENGINEER: A-4 PLANS PREPARED BY: 95% CD'S - CLIENT RLs DS06/13/2025B 100% CD'S FOR SUBMITTAL DS08/15/20250 100% CD'S REVISED DS12/30/20251 100% CD'S REV - JX DS03/05/202622 A-4 ELEVATIONS EXISTING NORTH ELEVATION 2 1 NEW NORTH ELEVATION EXISTING AT&T ANTENNAS AND EQUIPMENT. SEE EXISTING ANTENNA PLAN (SECTOR "A"). 1 A-3.1 EXISTING AT&T ANTENNAS AND EQUIPMENT. SEE EXISTING ANTENNA PLAN (SECTOR "C"). 1 A-3.1 NEW AT&T ANTENNA RAD CENTER (SECTOR "A" & "C") ±52'-6" A.G.L. EXISTING AND NEW AT&T ANTENNAS AND EQUIPMENT. SEE EXISTING ANTENNA PLAN (SECTOR "A"). EXISTING AND NEW AT&T ANTENNAS AND EQUIPMENT. SEE EXISTING ANTENNA PLAN (SECTOR "C"). 1 A-3.2 EXISTING AT&T ANTENNA RAD CENTER (SECTOR "A" & "C") ±52'-0" A.G.L. EXISTING AT&T ANTENNA RAD CENTER (SECTOR "A" & "C") ±52'-10" A.G.L. TOP OF EXISTING FRP SCREEN BOX (SECTOR "A" & "C") ±55'-0" A.G.L. TOP OF EXISTING BUILDING PARAPET ±49'-0" A.G.L. GROUND LEVEL 0'-0" A.G.L. 1 A-3.2 EXISTING AT&T ANTENNA RAD CENTER (SECTOR "A" & "C") ±52'-0" A.G.L. TOP OF EXISTING BUILDING PARAPET ±49'-0" A.G.L. GROUND LEVEL 0'-0" A.G.L. TOP OF EXISTING AT&T ANTENNA (SECTOR "A" & "C") ±54'-6" A.G.L. TOP OF EXISTING FRP SCREEN BOX (SECTOR "A" & "C") ±55'-0" A.G.L. TOP OF EXISTING & NEW AT&T ANTENNA (SECTOR "A" & "C") ±54'-6" A.G.L. (E) BUILDING (E) BUILDING mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:- VR 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL03238 10087167 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 03/05/2026 APPLICANT: CLL03238 DOWNTOWN SANTA ANA 217 & 217 3/4 MAIN STREET SANTA ANA, CA 92701 VR03/12/2025A ENGINEER: A-5 PLANS PREPARED BY: 95% CD'S - CLIENT RLs DS06/13/2025B 100% CD'S FOR SUBMITTAL DS08/15/20250 100% CD'S REVISED DS12/30/20251 100% CD'S REV - JX DS03/05/202622 A-5 ELEVATIONS EXISTING WEST ELEVATION 2 1 NEW WEST ELEVATION (E) BUILDING EXISTING AT&T ANTENNAS AND EQUIPMENT. SEE EXISTING ANTENNA PLAN (SECTOR "C"). 1 A-3.1 EXISTING AT&T ANTENNAS AND EQUIPMENT. SEE EXISTING ANTENNA PLAN (SECTOR "B"). 1 A-3.1 EXISTING AND NEW AT&T ANTENNAS AND EQUIPMENT. SEE EXISTING ANTENNA PLAN (SECTOR "C"). EXISTING AND NEW AT&T ANTENNAS AND EQUIPMENT. SEE EXISTING ANTENNA PLAN (SECTOR "B"). 1 A-3.21 A-3.2 NEW AT&T ANTENNA RAD CENTER (SECTOR "B" & "C") ±52'-6" A.G.L. EXISTING AT&T ANTENNA RAD CENTER (SECTOR "B" & "C") ±52'-0" A.G.L. EXISTING AT&T ANTENNA RAD CENTER (SECTOR "B" & "C") ±52'-10" A.G.L. TOP OF EXISTING FRP SCREEN BOX (SECTOR "B" & "C") ±55'-0" A.G.L. TOP OF EXISTING BUILDING PARAPET ±49'-0" A.G.L. GROUND LEVEL 0'-0" A.G.L. EXISTING AT&T ANTENNA RAD CENTER (SECTOR "B" & "C") ±52'-0" A.G.L. TOP OF EXISTING BUILDING PARAPET ±49'-0" A.G.L. GROUND LEVEL 0'-0" A.G.L. TOP OF EXISTING AT&T ANTENNA (SECTOR "B" & "C") ±54'-6" A.G.L. TOP OF EXISTING FRP SCREEN BOX (SECTOR "B" & "C") ±55'-0" A.G.L. TOP OF EXISTING & NEW AT&T ANTENNA (SECTOR "B" & "C") ±54'-6" A.G.L. mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:- VR 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL03238 10087167 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 03/05/2026 APPLICANT: CLL03238 DOWNTOWN SANTA ANA 217 & 217 3/4 MAIN STREET SANTA ANA, CA 92701 VR03/12/2025A ENGINEER: D-1 PLANS PREPARED BY: 95% CD'S - CLIENT RLs DS06/13/2025B 100% CD'S FOR SUBMITTAL DS08/15/20250 100% CD'S REVISED DS12/30/20251 100% CD'S REV - JX DS03/05/202622 D-1 645 7. 4 " 16 " ± 15.83" TOP 15.83" MANUFACTURER: ERICSSON MODEL: AIR6472 B77G B77M C BAND WEIGHT: 92.59 LBS W/ HARDWARE FREQUENCY:REFER TO RF DATA SHEET 7.4" 36 . 3 " FRONT SIDE ANTENNA PIPE MOUNT MOUNTING BRACKET BY MANUFACTURER PART # SXK 109 2064/1 MOUNTING BRACKET AIR ANTENNA DETAIL 1 2 3 DIMENSIONS: 17.5" 15.1" 7.0" ERICSSONMANUFACTURER: MODEL NO.:RRU 4890 68 LBS (31 kg) H W D TOTAL WEIGHT : SIDE VIEW FRONT VIEW BOTTOM VIEW MFR'S STANDARD MOUNTING BRACKETS RRU MFR'S STANDARD MOUNTING BRACKETS H H W RRU FEET D * (4) COMMON RF PORTS ERICSSON RRU 4890ANTENNA MOUNTING ELEVATION NEW AIR ANTENNA PER DETAIL 1/D-1 EXISTING ANTENNA PIPE MOUNT NOT USED NOT USED NOT USED EXISTING SECTOR FRAME HORIZONTAL PIPE EXISTING CROSSOVER PLATE KIT 2.3" 2 2 FEET RRU EXISTING BACK-TO-BACK RRU MOUNT EXISTING BACK-TO-BACK RRU MOUNT EXISTING VERTICAL MAST PIPE EXISTING VERTICAL MAST PIPE mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:- VR 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL03238 10087167 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 03/05/2026 APPLICANT: CLL03238 DOWNTOWN SANTA ANA 217 & 217 3/4 MAIN STREET SANTA ANA, CA 92701 VR03/12/2025A ENGINEER: D-2 PLANS PREPARED BY: 95% CD'S - CLIENT RLs DS06/13/2025B 100% CD'S FOR SUBMITTAL DS08/15/20250 100% CD'S REVISED DS12/30/20251 100% CD'S REV - JX DS03/05/202622 D-2 1CONVERTER DETAIL mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:- VR 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL03238 10087167 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 03/05/2026 APPLICANT: CLL03238 DOWNTOWN SANTA ANA 217 & 217 3/4 MAIN STREET SANTA ANA, CA 92701 VR03/12/2025A ENGINEER: D-3 PLANS PREPARED BY: 95% CD'S - CLIENT RLs DS06/13/2025B 100% CD'S FOR SUBMITTAL DS08/15/20250 100% CD'S REVISED DS12/30/20251 100% CD'S REV - JX DS03/05/202622 D-3 1CONVERTER PANEL DETAIL mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:- VR 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL03238 10087167 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 03/05/2026 APPLICANT: CLL03238 DOWNTOWN SANTA ANA 217 & 217 3/4 MAIN STREET SANTA ANA, CA 92701 VR03/12/2025A ENGINEER: D-4 PLANS PREPARED BY: 95% CD'S - CLIENT RLs DS06/13/2025B 100% CD'S FOR SUBMITTAL DS08/15/20250 100% CD'S REVISED DS12/30/20251 100% CD'S REV - JX DS03/05/202622 D-4 1NETSURE 7100 RETROFIT KIT mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:- VR 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL03238 10087167 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 03/05/2026 APPLICANT: CLL03238 DOWNTOWN SANTA ANA 217 & 217 3/4 MAIN STREET SANTA ANA, CA 92701 VR03/12/2025A ENGINEER: G-1 PLANS PREPARED BY: 95% CD'S - CLIENT RLs DS06/13/2025B 100% CD'S FOR SUBMITTAL DS08/15/20250 100% CD'S REVISED DS12/30/20251 100% CD'S REV - JX DS03/05/202622 ANTENNA GROUNDING PLAN 1 G-1 GROUNDING PLAN COMPRESSION TYPE CONNECTION GROUNDING WIRE CADWELD TYPE CONNECTION GROUND BUS BAR GROUNDING SYMBOLS: (E) ANTENNA GROUND BAR TYP. (TO BE VERIFIED IN FIELD) (E) ANTENNA GROUND WIRE TO BE RECONNECTED TO (N) ANTENNAS, TYP. @ SECTOR "A" @ SECTOR "B" @ SECTOR "C" (E) RRU GROUND WIRE TO BE RECONNECTED TO (N) RRU, TYP. mobility corp. SHEET TITLE SHEET NUMBER DRAWN BY: CHECKED BY:- VR 1452 EDINGER AVE. TUSTIN, CA 92780 PROJECT NO: AT&T SITE NO:CLL03238 10087167 90% CD'S FOR REVIEW EXPIRATION DATE: 06/30/2027 DATE SIGNED: 03/05/2026 APPLICANT: CLL03238 DOWNTOWN SANTA ANA 217 & 217 3/4 MAIN STREET SANTA ANA, CA 92701 VR03/12/2025A ENGINEER: G-2 PLANS PREPARED BY: 95% CD'S - CLIENT RLs DS06/13/2025B 100% CD'S FOR SUBMITTAL DS08/15/20250 100% CD'S REVISED DS12/30/20251 100% CD'S REV - JX DS03/05/202622 G-2 9 ANTENNA PIPE MOUNT GROUNDING DETAIL 1 CABLE GROUND KIT DETAIL TYPICAL GROUND LUG CONNECTION DETAIL 2 3 4 5 6GROUNDING WIRE CONNECTION ANTENNA GROUNDING BAR CONN. DETAIL ANTENNA (12") GROUND BAR DETAIL TYPICAL CADWELD TYPES COAX GROUND KIT 7 8RRU GROUNDING DETAIL YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs Page | 1 Date: August 13, 2025 Subject: Mount Analysis Report Carrier Designation: AT&T Equipment Change-Out Carrier Site Number: CLL03238 Carrier Site Name: DOWNTOWN SANTA ANA Carrier FA Number: 10087167 Carrier IWM Number: WSLOS0069199/WSLOS0069078/WSLOS0069621 Carrier PACE Number: MRLOS116305/MRLOS116248/MRLOS115421 Carrier USID: 11691 Engineering Firm Designation: Ladera Engineering Group Record ID: 3321 Site Data: 217 North Main St, Santa Ana, Orange County, CA, 92701 Latitude 33°44’49.3” Longitude 117°52’02.9” Structure Information: Structure Type: Building Mean Roof Height: 49.0 ft. Mount Type: Mount Frame RAD Centerline: 52.0 ft. Ladera Engineering Group is pleased to submit this “Mount Analysis Report” to determine the structural integrity of AT&T’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: Mount Frame Sufficient 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. Respectfully Submitted by: Kevin C. Diaz, P.E. kdiaz@laderaeg.com HAR 08/13/25 Page | 2 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 3.3) Liability Waiver and Limitations 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 Page | 3 1) INTRODUCTION This is an existing Mount Frame, mapped by Infinigy. 2) ANALYSIS CRITERIA Building Code: 2021 IBC / 2022 CBC Standard Revision: ASCE 7-16 / TIA-222-H Risk Category: II Ultimate Wind Speed: 95 mph Exposure Category: C Topographic Factor: 1 Seismic Ss: 1.291 Seismic S1: 0.460 HSML: 117.7 ft Table 1 - Proposed Equipment Configuration Mount Centerline (ft) Equipment Centerline (ft) Qty. Manufacturer Model Mount 52.5 52.5 3 Ericsson AIR6472 B77G B77M Mount Frame 52.0 52.0 3 Commscope NNH4-65A-R6H4 3 Quintel Technology QS4658-3E 3 Ericsson RRUS 4449 B5/B12 3 Ericsson RRUS 4890 B25/B66 3 Ericsson RRUS 4478 B14 3 Ericsson RRUS-32 B30 6 Raycap DC6-48-60-18-8C NEMA 3) ANALYSIS PROCEDURE Table 2 - Documents Provided Document Remarks Reference Construction Drawings M-Squared Site No: CLL03238, dated June 13, 2025 Rooftop Mapping Report Infinigy Site Name: DOWNTOWN SANTA ANA, dated March 14, 2023 Previous Mount Analysis GPD Group, Inc. Site Name: DOWNTOWN SANTA ANA, dated April 6, 2018 Site Photos AT&T Mobility Dated July 30, 2025 Page | 4 3.1) Analysis Method RISA-3D (Version 21.0.1), 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. Load Calculator v1.5, a tool internally developed by Ladera Engineering Group, was used to calculate wind and seismic loading on all appurtenances, dishes and mount members for various loading cases. Selected output from the analysis is included in Appendix A “Analyses and Calculations”. 3.2) Assumptions 1) The antenna mounting and the supporting structural system were 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) All bolted connections are pretensioned in accordance with Table 8.2 of the RCSC, 2014 Standard. 6) Material 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) HSS (Circular) ASTM A500 (GR B-42) Pipe ASTM A53 (GR 35) Unistrut ASTM 653 (GR 33) Connection Bolts ASTM A325 U-Bolts ASTM A307 This analysis may be affected if any assumptions are not valid or have been made in error. Ladera Engineering Group should be notified to determine the effect on the structural integrity of the antenna mounting system. 3.3) Liability Waiver and Limitations Our structural calculations are completed assuming all information provided to Ladera Engineering Group is accurate and applicable to this site. For the purposes of calculations, we assume an overall structure condition as erected and all members and connections to be free of corrosion and/or structural defects. The structure owner and/or contractor shall verify the structure’s condition prior to installation of any proposed equipment. If actual conditions differ from those described in this report, Ladera Engineering Group should be notified immediately to assess the impact on the results of this report. Our evaluation is completed using industry standard methods and procedures. The structural results, conclusions and recommendations contained in this report are proprietary and should not be used by others as their own. Ladera Engineering Group is not responsible for decisions made by others that are or are not based on the stated assumptions and conclusions in this report. This report is an evaluation of the specified carrier’s mount structure and corresponding supporting structure only and does not determine the adequacy of other carrier mounts or cable mounting attachments. The analysis of these elements is outside the scope of this analysis, are assumed to be adequate for the purpose of this report and to have been installed per their manufacturer requirements. This document is not for construction purposes. Page | 5 4) ANALYSIS RESULTS Table 3 - Mount Component Stresses vs. Capacity Notes Component Critical Member % Capacity Pass / Fail 1 Mount Pipe MP2 20.4% Pass Horizontal M35 95.6% Pass Mast Pipe M101 71.4% Pass Unistrut M103 84.9% Pass Mount Connection(s) -- 50.2% Pass Structure Rating (max from all components) = 95.6% Notes: 1) See additional documentation in "Appendix A – Analyses and Calculations" for calculations supporting the % capacity consumed. 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 following must be completed. 1. All bolts and hardware should be checked for tightness and condition prior to installing the proposed equipment. 2. Pursuant to ATT-790-202-083 Macro Build Standards Section 5.2, contractor to space out antenna pipe mounts so that the edge-to-edge antenna spacing is at a minimum spacing of 24”. 3. FRP Frame capacity was not analyzed since it is outside the scope of work for this project. No structural modifications are required at this time, provided that the above-listed changes are implemented. Page | 6 APPENDIX A WIRE FRAME AND RENDERED MODELS Ladera Engineering Group HR 3321 CLL03238 SK-1 Aug 13, 2025 at 05:20 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-2 Aug 13, 2025 at 05:20 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-3 Aug 13, 2025 at 05:21 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-4 Aug 13, 2025 at 05:21 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-5 Aug 13, 2025 at 05:21 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-6 Aug 13, 2025 at 05:42 PM CLU03238_Downtown Sant… Ladera Engineering Group HR 3321 CLL03238 SK-7 Aug 13, 2025 at 05:22 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-8 Aug 13, 2025 at 05:22 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-9 Aug 13, 2025 at 05:23 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-10 Aug 13, 2025 at 05:23 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-11 Aug 13, 2025 at 05:25 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-12 Aug 13, 2025 at 05:26 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-13 Aug 13, 2025 at 05:26 PM CLU03238_Downtown Santa… Ladera Engineering Group HR 3321 CLL03238 SK-14 Aug 13, 2025 at 05:27 PM CLU03238_Downtown Santa… Page | 7 APPENDIX B SOFTWARE INPUT CALCULATIONS ASCE Hazards Report Address: No Address at This Location Standard:ASCE/SEI 7-16 Latitude:33.747028 Risk Category:II Longitude:-117.867472 Soil Class:D - Default (see Section 11.4.3) Elevation:117.6832016497206 ft (NAVD 88) Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Fri Aug 08 2025 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 3https://ascehazardtool.org/Fri Aug 08 2025 SS : 1.291 S1 : 0.46 F a : 1.2 F v : N/A SMS : 1.549 SM1 : N/A SDS : 1.033 SD1 : N/A T L : 8 PGA : 0.544 PGA M : 0.653 F PGA : 1.2 Ie : 1 C v : 1.358 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 Aug 08 2025 Page 2 of 3https://ascehazardtool.org/Fri Aug 08 2025 Ice Results: Data Source: Date Accessed: Ice Thickness: 0 in. Concurrent Temperature: 25 F Gust Speed 30 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Fri Aug 08 2025 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 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 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. 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Page 3 of 3https://ascehazardtool.org/Fri Aug 08 2025 Record ID #: Carrier Site ID: Carrier Site Name: Date: References ASCE 7-16 - - -- ft.- -- ft.- -- -- -TIA-222-H Section 2.6.5 -TIA-222-H Table 2-10 ft.TIA-222-H Section 2.6.8 -TIA-222-H Section 2.6.6.2.1 -TIA-222-H Section 2.6.6.1 ft.- ft.- L/2=0.0 ft.- x=0.0 ft.- Vbasic=95 mph ASCE Hazard Tool Vice=30 mph ASCE Hazard Tool ti=0.0 in ASCE Hazard Tool Ss=1.291 g ASCE Hazard Tool S1=0.460 g ASCE Hazard Tool Downtown Santa Ana CLL03238 3321 PROJECT DATA Seismic Parameters Wind and Ice Parameters Overall Site Parameters SITE PARAMETER INPUTS STRUCTURE DETAILS APPLICABLE CODES AND STANDARDS Structure Type: Design Standard: Local Building Code: Building Code: 8/13/2025 MOUNT ANALYSIS Number of Sectors: Mount Elevation: Mount Type: Structure Height: TIA-222-H Rooftop 52.0 49.0 1 Second Accel.: Short Period Accel.: Design Ice Thickness: Design Ice Wind Speed: Design Wind Speed: Site Class: Exposure Category: Structure Risk Category Distance from Crest: Crest to Mid-Height: Topographic Feature: Topographic Category: Ground Elevation (zs): Base Point Elevation: Crest Point Elevation: Building 3 2021 IBC 2022 CBC 0.0 0.0 N/A 1 117.68 D - Default C II 1 Ks=1.00 -TIA-222-H Section 2.6.7 Kz=1.10 -TIA-222-H Section 2.6.5.2 Kd=0.95 -TIA-222-H Section 16.6 Gh=1.00 -TIA-222-H Section 16.6 Ka=0.90 -TIA-222-H Section 16.6 Ke=1.00 -TIA-222-H Section 2.6.8 Kzt_base=1.00 -TIA-222-H Section 2.6.6.2.2 Kzt=1.00 -TIA-222-H Section 2.6.6.2.2 Iw=----- qz=24.1 psf TIA-222-H Section 2.6.11.6 psf TIA-222-H Section 2.6.11.2 psf TIA-222-H Section 2.6.11.2 Kiz=1.05 -TIA-222-H Section 2.6.10 Iwi=----- qzi=2.3 psf TIA-222-H Section 2.6.9.6 psf TIA-222-H Section 2.6.11.2 Ii=1.00 -TIA-222-H Table 2-3 tiz=0.00 in TIA-222-H Section 2.6.10 SDS=1.033 g TIA-222-H Section 2.7.5 SD1=0.368 g TIA-222-H Section 2.7.5 Fa=1.20 -TIA-222-H Table 2-11 Fv=1.20 -TIA-222-H Table 2-12 Cs=0.52 -TIA-222-H Section 2.7.7.1.1 AS=3.00 -TIA-222-H Section 2.7.8.1 / Section 16.7 Ie=1.00 -TIA-222-H Table 2-3 1 2-17 TIA-222-H, Section 2.3.2 18-33 TIA-222-H, Section 2.3.2 34-49 TIA-222-H, Section 2.3.2 50-65 66-81 82-83 84+ *Analysis considers loads in 30 degree increments, from 0 to 330 degrees Ice Wind Pressure: Seismic Parameters Importance Factor: Amplification Factor: Seismic Response Coefficient: 1 Second Coeff.: Short Period Coeff.: 1 Second Des.: Short Period Des.: Ice Parameters Mount Ice Thickness: Ice Velocity Pressure: Ice Importance Factor: Gust Effect Factor: (0.9-0.2Sds)DL + 1.0E (1.2+0.2Sds)DL + 1.0E 1.2DL + 1DLi + 1WLi 0.9DL + 1WL 1.2DL + 1WL Base Topographic Factor: Round Member Pressure: Wind Directionality Factor: LOAD COMBINATIONS 1.4DL 26.0 26.0 43.4 SITE PARAMETER CALCULATIONS Ice Wind Importance Factor: Wind Parameters Mount Topographic Factor: Velocity Pressure Coefficient: Rooftop WindSpeed Up Factor: 1.2DL + 1.5Lm + 1.0Wm 1.2DL + 1.5 Lv Ice Height Escalation Factor: Flat Member Pressure: Wind Importance Factor Ground Elevation Factor: Velocity Pressure: Shielding Factor: 2 Manufacturer Model Qty.Height Width Depth ------[in.][in.][in.] COMMSCOPE NNH4-65A-R6H4 1 59 19.6 7.8 ERICSSON RRUS 4449 B5/B12 1 17.9 13.19 9.44 ERICSSON RRUS 4890 B25/B66 1 20.6 15.7 7 ERICSSON AIR 6472 B77G B77M 1 36.42 16.14 7.48 COMMSCOPE NNHH-65A-R4 1 55.1 19.6 7.8 ERICSSON RRUS 4478 B14 1 16.5 13.4 7.7 QUINTEL TECHNOLOGY QS4658-3E 1 52 12 9.6 ERICSSON RRUS-32 B30 1 29.9 13.3 9.5 RAYCAP DC6-48-60-18-8C NEMA 1 16 16 6 RAYCAP DC6-48-60-18-8C NEMA 1 16 16 6 EQUIPMENT SUMMARY 3 Equipment Name Elevation EPAN*EPAT*FN**FT** --[ft.][ft2][ft2][lbs][lbs] NNH4-65A-R6H4***52 -------- RRUS 4449 B5/B12 52 1.770758 1.26732 42.68093 30.54647 RRUS 4890 B25/B66 52 2.42565 1.112604 58.46594 26.81733 AIR 6472 B77G B77M 52.5 4.447381 2.216446 107.4123 53.53119 NNHH-65A-R4***52 -------- RRUS 4478 B14 52 1.65825 0.958097 39.96914 23.0932 QS4658-3E 52 5.003968 4.121206 120.6117 99.33428 RRUS-32 B30 52 3.008005 2.204324 72.50257 53.13128 DC6-48-60-18-8C NEMA 52 1.92 0.734921 46.27815 17.71394 DC6-48-60-18-8C NEMA 52 1.92 0.734921 46.27815 17.71394 *Dish EPA for wind conditions is considered to be the face area of the dish **Dish forces are calculated by multiplying the dish face area by a force factor EQUIPMENT FORCE CALCULATIONS (WIND) ***See the "AT&T EQUIPMENT CFD AREAS" Table for Wind Tunnel CFD Areas 4 Equipment Name Elevation EPAN EPAT FN FT --[ft.][ft2][ft2][lbs][lbs] NNH4-65A-R6H4 52 8.045493 8.045493 18.42925 18.42925 RRUS 4449 B5/B12 52 1.593682 1.593682 3.650536 3.650536 RRUS 4890 B25/B66 52 2.183085 2.183085 5.000641 5.000641 AIR 6472 B77G B77M 52.5 4.002643 4.002643 9.177353 9.177353 NNHH-65A-R4 52 7.471462 7.471462 17.11436 17.11436 RRUS 4478 B14 52 1.492425 1.492425 3.418594 3.418594 QS4658-3E 52 4.503571 4.503571 10.31602 10.31602 RRUS-32 B30 52 2.707205 2.707205 6.201205 6.201205 DC6-48-60-18-8C NEMA 52 1.728 1.728 3.958209 3.958209 DC6-48-60-18-8C NEMA 52 1.728 1.728 3.958209 3.958209 EQUIPMENT FORCE CALCULATIONS (ICE) 5 Equipment Name Elevation Weight Fp --[ft.][lbs][lbs] NNH4-65A-R6H4 52 86.5 134.0058 RRUS 4449 B5/B12 52 71 109.9932 RRUS 4890 B25/B66 52 67.2 104.10624 AIR 6472 B77G B77M 52.5 92.61 143.471412 NNHH-65A-R4 52 67.2 104.10624 RRUS 4478 B14 52 59.9 92.79708 QS4658-3E 52 68 105.3456 RRUS-32 B30 52 77 119.2884 DC6-48-60-18-8C NEMA 52 30 46.476 DC6-48-60-18-8C NEMA 52 30 46.476 TOTAL=649.41 1006.065972 EQUIPMENT FORCE CALCULATIONS SEISMIC 6 Eq u i p m e n t N a m e EP A 0 EP A 30 EP A 60 EP A 90 EP A 12 0 EP A 15 0 EP A 18 0 -- [f t 2] [f t 2] [f t 2] [f t 2] [f t 2] [f t 2] [f t 2] NN H 4 - 6 5 A - R 6 H 4 5. 6 0 6. 8 0 4. 1 4 1. 8 0 5. 2 0 6. 6 0 4. 6 0 NN H H - 6 5 A - R 4 5. 2 0 6. 3 0 3. 8 3 1. 7 0 4. 8 1 6. 1 2 4. 2 0 AT & T E Q U I P M E N T C F D A R E A S *W i n d f o r c e s f o r t h e a b o v e e q u i p m e n t h a v e b e e n c a l c u l a t e d u s i n g t h e C F D a r e a s s h o w n ( p r o v i d e d b y A T & T M o b i l i t y ) . Equipment Name Qty.Azimuths Mount Pipe Locations ----Degrees -- NNH4-65A-R6H4***1 0/120/240/0 MP1 RRUS 4449 B5/B12 1 45/120/240/0 MP1A RRUS 4890 B25/B66 1 45/120/240/0 MP1A AIR 6472 B77G B77M 1 0/120/240/0 MP2 NNHH-65A-R4***1 0/120/240/0 MP3 RRUS 4478 B14 1 90/120/240/0 MP3A QS4658-3E 1 0/120/240/0 MP4 RRUS-32 B30 1 90/120/240/0 MP4A DC6-48-60-18-8C NEMA 1 90/120/240/0 U1 DC6-48-60-18-8C NEMA 1 90/120/240/0 U2 EQUIPMENT LAYOUT Elevation view Plan View MP1 MP2 MP3 MP4MP1MP3MP4 Page | 8 APPENDIX C SOFTWARE ANALYSIS OUTPUT Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 1 Material Take-Off Material Size Pieces Length[in] Weight[K] 1 General Members 2 RIGID 32 128 0 3 Total General 32 128 0 4 5 Hot Rolled Steel 6 A500 Gr.C RND HSS2.375X0.154 9 852.8 0.26 7 A500 Gr.C RND HSS3.500X0.125 2 178 0.067 8 Total HR Steel 11 1030.8 0.327 9 10 Cold Formed Steel 11 A653 SS Gr33 P1000 4 228 0.031 12 Total CF Steel 4 228 0.031 Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Yield [psi] Ry Fu [psi] Rt 1 A992 29000 11154 0.3 0.65 0.49 50000 1.1 65000 1.1 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36000 1.5 58000 1.2 3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50000 1.1 65000 1.1 4 A500 Gr.B RND 29000 11154 0.3 0.65 0.527 42000 1.4 58000 1.3 5 A500 Gr.B RECT 29000 11154 0.3 0.65 0.527 46000 1.4 58000 1.3 6 A500 Gr.C RND 29000 11154 0.3 0.65 0.527 46000 1.4 62000 1.3 7 A500 Gr.C RECT 29000 11154 0.3 0.65 0.527 50000 1.4 62000 1.3 8 A53 Gr.B 29000 11154 0.3 0.65 0.49 35000 1.6 60000 1.2 9 A1085 29000 11154 0.3 0.65 0.49 50000 1.4 65000 1.3 10 A913 Gr.65 29000 11154 0.3 0.65 0.49 65000 1.1 80000 1.1 Member Primary Data Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 1 M100 N39 N40 180 Mast Pipe Column HSS Pipe A500 Gr.C RND Typical 2 M101 N45 N46 180 Mast Pipe Column HSS Pipe A500 Gr.C RND Typical 3 M34 N54 N55 Horizontal Pipe Beam HSS Pipe A500 Gr.C RND Typical 4 M35 N56 N57 Horizontal Pipe Beam HSS Pipe A500 Gr.C RND Typical 5 M36 N41 N49 RIGID None None RIGID Typical 6 M37 N42 N51 RIGID None None RIGID Typical 7 M38 N47 N50 RIGID None None RIGID Typical 8 M39 N48 N52 RIGID None None RIGID Typical 9 M40 N58 N60 RIGID None None RIGID Typical 10 M41 N59 N61 RIGID None None RIGID Typical 11 M42 N62 N64 RIGID None None RIGID Typical 12 M43 N63 N65 RIGID None None RIGID Typical 13 M44 N66 N68 RIGID None None RIGID Typical 14 M45 N67 N69 RIGID None None RIGID Typical 15 M46 N70 N72 RIGID None None RIGID Typical 16 M47 N71 N73 RIGID None None RIGID Typical 17 M48 N74 N76 RIGID None None RIGID Typical 18 M49 N75 N77 RIGID None None RIGID Typical 19 M50 N78 N80 RIGID None None RIGID Typical 20 M51 N79 N81 RIGID None None RIGID Typical 21 MP1A N89 N85 180 Mount Pipe Beam HSS Pipe A500 Gr.C RND Typical 22 MP2 N88 N84 180 Mount Pipe Beam HSS Pipe A500 Gr.C RND Typical 23 MP3A N87 N83 180 Mount Pipe Beam HSS Pipe A500 Gr.C RND Typical 24 MP4A N86 N82 180 Mount Pipe Beam HSS Pipe A500 Gr.C RND Typical Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 2 Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 25 MP1 N101 N98 180 Mount Pipe Beam HSS Pipe A500 Gr.C RND Typical 26 MP3 N100 N97 180 Mount Pipe Beam HSS Pipe A500 Gr.C RND Typical 27 MP4 N99 N96 180 Mount Pipe Beam HSS Pipe A500 Gr.C RND Typical 28 M59 N94 N80 RIGID None None RIGID Typical 29 M60 N95 N81 RIGID None None RIGID Typical 30 M61 N92 N72 RIGID None None RIGID Typical 31 M62 N93 N73 RIGID None None RIGID Typical 32 M63 N90 N60 RIGID None None RIGID Typical 33 M64 N91 N61 RIGID None None RIGID Typical 34 M105 N102 N104 180 Unistrut Beam CS A653 SS Gr33 Typical 35 M104 N103 N105 180 Unistrut Beam CS A653 SS Gr33 Typical 36 M67 N110 N37 RIGID None None RIGID Typical 37 M68 N111 N38 RIGID None None RIGID Typical 38 M69 N112 N43 RIGID None None RIGID Typical 39 M70 N113 N44 RIGID None None RIGID Typical 40 M102 N123 N125 180 Unistrut Beam CS A653 SS Gr33 Typical 41 M103 N124 N126 180 Unistrut Beam CS A653 SS Gr33 Typical 42 M73 N114 N119 RIGID None None RIGID Typical 43 M74 N117 N121 RIGID None None RIGID Typical 44 M75 N115 N120 RIGID None None RIGID Typical 45 M76 N118 N122 RIGID None None RIGID Typical 46 U1 N129 N130 RIGID None None RIGID Typical 47 U2 N128 N127 RIGID None None RIGID Typical Hot Rolled Steel Design Parameters Label Shape Length [in] Lb y-y [in] Lb z-z [in] Lcomp top [in]Lcomp bot [in] L-Torque [in]Channel Conn. a [in] Function 1 M100 Mast Pipe 89 Lbyy N/A N/A Lateral 2 M101 Mast Pipe 89 Lbyy N/A N/A Lateral 3 M34 Horizontal Pipe 180.001 Segment Segment Segment Segment Segment N/A N/A Lateral 4 M35 Horizontal Pipe 168.75 Lbyy N/A N/A Lateral 5 MP1A Mount Pipe 72 Lbyy N/A N/A Lateral 6 MP2 Mount Pipe 72 Lbyy N/A N/A Lateral 7 MP3A Mount Pipe 72 Lbyy N/A N/A Lateral 8 MP4A Mount Pipe 72 Lbyy N/A N/A Lateral 9 MP1 Mount Pipe 72 Lbyy N/A N/A Lateral 10 MP3 Mount Pipe 72 Lbyy N/A N/A Lateral 11 MP4 Mount Pipe 72 Lbyy N/A N/A Lateral Member Point Loads (BLC 1 : Self Weight) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Y -43.25 6 2 MP1 Y -43.25 59 3 MP1A Y -71 %50 4 MP1A Y -67.2 %50 5 MP2 Y -46.305 12 6 MP2 Y -46.305 48.42 7 MP3 Y -33.6 6 8 MP3 Y -33.6 61.1 9 MP3A Y -59.9 %50 10 MP4 Y -34 6 11 MP4 Y -34 58 12 MP4A Y -77 %50 13 U1 Y -30 %50 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 3 Member Point Loads (BLC 1 : Self Weight) (Continued) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 14 U2 Y -30 %50 Member Point Loads (BLC 4 : Wind Load 0 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z -60.74 6 2 MP1 Z -60.74 59 3 MP1A Z -36.614 %50 4 MP1A Z -42.642 %50 5 MP2 Z -53.706 12 6 MP2 Z -53.706 48.42 7 MP3 Z -56.402 6 8 MP3 Z -56.402 61.1 9 MP3A Z -23.093 %50 10 MP4 Z -60.306 6 11 MP4 Z -60.306 58 12 MP4A Z -53.131 %50 13 U1 Z -17.714 %50 14 U2 Z -17.714 %50 15 MP1 X 0 6 16 MP1 X 0 59 17 MP1A X 0 %50 18 MP1A X 0 %50 19 MP2 X 0 12 20 MP2 X 0 48.42 21 MP3 X 0 6 22 MP3 X 0 61.1 23 MP3A X 0 %50 24 MP4 X 0 6 25 MP4 X 0 58 26 MP4A X 0 %50 27 U1 X 0 %50 28 U2 X 0 %50 Member Point Loads (BLC 5 : Wind Load 30 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z -63.874 6 2 MP1 Z -63.874 59 3 MP1A Z -27.158 %50 4 MP1A Z -25.061 %50 5 MP2 Z -40.678 12 6 MP2 Z -40.678 48.42 7 MP3 Z -59.178 6 8 MP3 Z -59.178 61.1 9 MP3A Z -23.653 %50 10 MP4 Z -49.923 6 11 MP4 Z -49.923 58 12 MP4A Z -50.207 %50 13 U1 Z -21.525 %50 14 U2 Z -21.525 %50 15 MP1 X -36.878 6 16 MP1 X -36.878 59 17 MP1A X -15.68 %50 18 MP1A X -14.469 %50 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 4 Member Point Loads (BLC 5 : Wind Load 30 AZI) (Continued) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 19 MP2 X -23.486 12 20 MP2 X -23.486 48.42 21 MP3 X -34.166 6 22 MP3 X -34.166 61.1 23 MP3A X -13.656 %50 24 MP4 X -28.823 6 25 MP4 X -28.823 58 26 MP4A X -28.987 %50 27 U1 X -12.427 %50 28 U2 X -12.427 %50 Member Point Loads (BLC 6 : Wind Load 45 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z -47.935 6 2 MP1 Z -47.935 59 3 MP1A Z -21.6 %50 4 MP1A Z -18.963 %50 5 MP2 Z -28.451 12 6 MP2 Z -28.451 48.42 7 MP3 Z -44.407 6 8 MP3 Z -44.407 61.1 9 MP3A Z -22.296 %50 10 MP4 Z -38.881 6 11 MP4 Z -38.881 58 12 MP4A Z -44.418 %50 13 U1 Z -22.625 %50 14 U2 Z -22.625 %50 15 MP1 X -47.935 6 16 MP1 X -47.935 59 17 MP1A X -21.6 %50 18 MP1A X -18.963 %50 19 MP2 X -28.451 12 20 MP2 X -28.451 48.42 21 MP3 X -44.407 6 22 MP3 X -44.407 61.1 23 MP3A X -22.296 %50 24 MP4 X -38.881 6 25 MP4 X -38.881 58 26 MP4A X -44.418 %50 27 U1 X -22.625 %50 28 U2 X -22.625 %50 Member Point Loads (BLC 7 : Wind Load 60 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z -22.452 6 2 MP1 Z -22.452 59 3 MP1A Z -15.68 %50 4 MP1A Z -14.469 %50 5 MP2 Z -16.75 12 6 MP2 Z -16.75 48.42 7 MP3 Z -20.771 6 8 MP3 Z -20.771 61.1 9 MP3A Z -17.875 %50 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 5 Member Point Loads (BLC 7 : Wind Load 60 AZI) (Continued) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 10 MP4 Z -26.163 6 11 MP4 Z -26.163 58 12 MP4A Z -33.83 %50 13 U1 Z -19.569 %50 14 U2 Z -19.569 %50 15 MP1 X -38.888 6 16 MP1 X -38.888 59 17 MP1A X -27.158 %50 18 MP1A X -25.061 %50 19 MP2 X -29.012 12 20 MP2 X -29.012 48.42 21 MP3 X -35.976 6 22 MP3 X -35.976 61.1 23 MP3A X -30.961 %50 24 MP4 X -45.316 6 25 MP4 X -45.316 58 26 MP4A X -58.595 %50 27 U1 X -33.894 %50 28 U2 X -33.894 %50 Member Point Loads (BLC 8 : Wind Load 90 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z 0 6 2 MP1 Z 0 59 3 MP1A Z 0 %50 4 MP1A Z 0 %50 5 MP2 Z 0 12 6 MP2 Z 0 48.42 7 MP3 Z 0 6 8 MP3 Z 0 61.1 9 MP3A Z 0 %50 10 MP4 Z 0 6 11 MP4 Z 0 58 12 MP4A Z 0 %50 13 U1 Z 0 %50 14 U2 Z 0 %50 15 MP1 X -19.524 6 16 MP1 X -19.524 59 17 MP1A X -36.614 %50 18 MP1A X -42.642 %50 19 MP2 X -26.766 12 20 MP2 X -26.766 48.42 21 MP3 X -18.439 6 22 MP3 X -18.439 61.1 23 MP3A X -39.969 %50 24 MP4 X -49.667 6 25 MP4 X -49.667 58 26 MP4A X -72.503 %50 27 U1 X -46.278 %50 28 U2 X -46.278 %50 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 6 Member Point Loads (BLC 9 : Wind Load 120 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z 28.201 6 2 MP1 Z 28.201 59 3 MP1A Z 20.934 %50 4 MP1A Z 28.173 %50 5 MP2 Z 16.75 12 6 MP2 Z 16.75 48.42 7 MP3 Z 26.086 6 8 MP3 Z 26.086 61.1 9 MP3A Z 17.875 %50 10 MP4 Z 26.163 6 11 MP4 Z 26.163 58 12 MP4A Z 33.83 %50 13 U1 Z 19.569 %50 14 U2 Z 19.569 %50 15 MP1 X -48.845 6 16 MP1 X -48.845 59 17 MP1A X -36.259 %50 18 MP1A X -48.797 %50 19 MP2 X -29.012 12 20 MP2 X -29.012 48.42 21 MP3 X -45.182 6 22 MP3 X -45.182 61.1 23 MP3A X -30.961 %50 24 MP4 X -45.316 6 25 MP4 X -45.316 58 26 MP4A X -58.595 %50 27 U1 X -33.894 %50 28 U2 X -33.894 %50 Member Point Loads (BLC 10 : Wind Load 135 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z 48.549 6 2 MP1 Z 48.549 59 3 MP1A Z 30.18 %50 4 MP1A Z 41.342 %50 5 MP2 Z 28.451 12 6 MP2 Z 28.451 48.42 7 MP3 Z 45.021 6 8 MP3 Z 45.021 61.1 9 MP3A Z 22.296 %50 10 MP4 Z 38.881 6 11 MP4 Z 38.881 58 12 MP4A Z 44.418 %50 13 U1 Z 22.625 %50 14 U2 Z 22.625 %50 15 MP1 X -48.549 6 16 MP1 X -48.549 59 17 MP1A X -30.18 %50 18 MP1A X -41.342 %50 19 MP2 X -28.451 12 20 MP2 X -28.451 48.42 21 MP3 X -45.021 6 22 MP3 X -45.021 61.1 23 MP3A X -22.296 %50 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 7 Member Point Loads (BLC 10 : Wind Load 135 AZI) (Continued) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 24 MP4 X -38.881 6 25 MP4 X -38.881 58 26 MP4A X -44.418 %50 27 U1 X -22.625 %50 28 U2 X -22.625 %50 Member Point Loads (BLC 11 : Wind Load 150 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z 61.996 6 2 MP1 Z 61.996 59 3 MP1A Z 36.259 %50 4 MP1A Z 48.797 %50 5 MP2 Z 40.678 12 6 MP2 Z 40.678 48.42 7 MP3 Z 57.487 6 8 MP3 Z 57.487 61.1 9 MP3A Z 23.653 %50 10 MP4 Z 49.923 6 11 MP4 Z 49.923 58 12 MP4A Z 50.207 %50 13 U1 Z 21.525 %50 14 U2 Z 21.525 %50 15 MP1 X -35.793 6 16 MP1 X -35.793 59 17 MP1A X -20.934 %50 18 MP1A X -28.173 %50 19 MP2 X -23.486 12 20 MP2 X -23.486 48.42 21 MP3 X -33.19 6 22 MP3 X -33.19 61.1 23 MP3A X -13.656 %50 24 MP4 X -28.823 6 25 MP4 X -28.823 58 26 MP4A X -28.987 %50 27 U1 X -12.427 %50 28 U2 X -12.427 %50 Member Point Loads (BLC 12 : Wind Load 180 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z 49.894 6 2 MP1 Z 49.894 59 3 MP1A Z 36.614 %50 4 MP1A Z 42.642 %50 5 MP2 Z 53.706 12 6 MP2 Z 53.706 48.42 7 MP3 Z 45.555 6 8 MP3 Z 45.555 61.1 9 MP3A Z 23.093 %50 10 MP4 Z 60.306 6 11 MP4 Z 60.306 58 12 MP4A Z 53.131 %50 13 U1 Z 17.714 %50 14 U2 Z 17.714 %50 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 8 Member Point Loads (BLC 12 : Wind Load 180 AZI) (Continued) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 15 MP1 X 0 6 16 MP1 X 0 59 17 MP1A X 0 %50 18 MP1A X 0 %50 19 MP2 X 0 12 20 MP2 X 0 48.42 21 MP3 X 0 6 22 MP3 X 0 61.1 23 MP3A X 0 %50 24 MP4 X 0 6 25 MP4 X 0 58 26 MP4A X 0 %50 27 U1 X 0 %50 28 U2 X 0 %50 Member Point Loads (BLC 13 : Wind Load 210 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z 61.996 6 2 MP1 Z 61.996 59 3 MP1A Z 27.158 %50 4 MP1A Z 25.061 %50 5 MP2 Z 40.678 12 6 MP2 Z 40.678 48.42 7 MP3 Z 57.487 6 8 MP3 Z 57.487 61.1 9 MP3A Z 23.653 %50 10 MP4 Z 49.923 6 11 MP4 Z 49.923 58 12 MP4A Z 50.207 %50 13 U1 Z 21.525 %50 14 U2 Z 21.525 %50 15 MP1 X 35.793 6 16 MP1 X 35.793 59 17 MP1A X 15.68 %50 18 MP1A X 14.469 %50 19 MP2 X 23.486 12 20 MP2 X 23.486 48.42 21 MP3 X 33.19 6 22 MP3 X 33.19 61.1 23 MP3A X 13.656 %50 24 MP4 X 28.823 6 25 MP4 X 28.823 58 26 MP4A X 28.987 %50 27 U1 X 12.427 %50 28 U2 X 12.427 %50 Member Point Loads (BLC 14 : Wind Load 225 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z 48.625 6 2 MP1 Z 48.625 59 3 MP1A Z 21.6 %50 4 MP1A Z 18.963 %50 5 MP2 Z 28.451 12 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 9 Member Point Loads (BLC 14 : Wind Load 225 AZI) (Continued) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 6 MP2 Z 28.451 48.42 7 MP3 Z 45.097 6 8 MP3 Z 45.097 61.1 9 MP3A Z 22.296 %50 10 MP4 Z 38.881 6 11 MP4 Z 38.881 58 12 MP4A Z 44.418 %50 13 U1 Z 22.625 %50 14 U2 Z 22.625 %50 15 MP1 X 48.625 6 16 MP1 X 48.625 59 17 MP1A X 21.6 %50 18 MP1A X 18.963 %50 19 MP2 X 28.451 12 20 MP2 X 28.451 48.42 21 MP3 X 45.097 6 22 MP3 X 45.097 61.1 23 MP3A X 22.296 %50 24 MP4 X 38.881 6 25 MP4 X 38.881 58 26 MP4A X 44.418 %50 27 U1 X 22.625 %50 28 U2 X 22.625 %50 Member Point Loads (BLC 15 : Wind Load 240 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z 28.201 6 2 MP1 Z 28.201 59 3 MP1A Z 15.68 %50 4 MP1A Z 14.469 %50 5 MP2 Z 16.75 12 6 MP2 Z 16.75 48.42 7 MP3 Z 26.086 6 8 MP3 Z 26.086 61.1 9 MP3A Z 17.875 %50 10 MP4 Z 26.163 6 11 MP4 Z 26.163 58 12 MP4A Z 33.83 %50 13 U1 Z 19.569 %50 14 U2 Z 19.569 %50 15 MP1 X 48.845 6 16 MP1 X 48.845 59 17 MP1A X 27.158 %50 18 MP1A X 25.061 %50 19 MP2 X 29.012 12 20 MP2 X 29.012 48.42 21 MP3 X 45.182 6 22 MP3 X 45.182 61.1 23 MP3A X 30.961 %50 24 MP4 X 45.316 6 25 MP4 X 45.316 58 26 MP4A X 58.595 %50 27 U1 X 33.894 %50 28 U2 X 33.894 %50 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 10 Member Point Loads (BLC 16 : Wind Load 270 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z 0 6 2 MP1 Z 0 59 3 MP1A Z 0 %50 4 MP1A Z 0 %50 5 MP2 Z 0 12 6 MP2 Z 0 48.42 7 MP3 Z 0 6 8 MP3 Z 0 61.1 9 MP3A Z 0 %50 10 MP4 Z 0 6 11 MP4 Z 0 58 12 MP4A Z 0 %50 13 U1 Z 0 %50 14 U2 Z 0 %50 15 MP1 X 19.524 6 16 MP1 X 19.524 59 17 MP1A X 36.614 %50 18 MP1A X 42.642 %50 19 MP2 X 26.766 12 20 MP2 X 26.766 48.42 21 MP3 X 18.439 6 22 MP3 X 18.439 61.1 23 MP3A X 39.969 %50 24 MP4 X 49.667 6 25 MP4 X 49.667 58 26 MP4A X 72.503 %50 27 U1 X 46.278 %50 28 U2 X 46.278 %50 Member Point Loads (BLC 17 : Wind Load 300 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z -22.452 6 2 MP1 Z -22.452 59 3 MP1A Z -20.934 %50 4 MP1A Z -28.173 %50 5 MP2 Z -16.75 12 6 MP2 Z -16.75 48.42 7 MP3 Z -20.771 6 8 MP3 Z -20.771 61.1 9 MP3A Z -17.875 %50 10 MP4 Z -26.163 6 11 MP4 Z -26.163 58 12 MP4A Z -33.83 %50 13 U1 Z -19.569 %50 14 U2 Z -19.569 %50 15 MP1 X 38.888 6 16 MP1 X 38.888 59 17 MP1A X 36.259 %50 18 MP1A X 48.797 %50 19 MP2 X 29.012 12 20 MP2 X 29.012 48.42 21 MP3 X 35.976 6 22 MP3 X 35.976 61.1 23 MP3A X 30.961 %50 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 11 Member Point Loads (BLC 17 : Wind Load 300 AZI) (Continued) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 24 MP4 X 45.316 6 25 MP4 X 45.316 58 26 MP4A X 58.595 %50 27 U1 X 33.894 %50 28 U2 X 33.894 %50 Member Point Loads (BLC 18 : Wind Load 315 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z -42.183 6 2 MP1 Z -42.183 59 3 MP1A Z -30.18 %50 4 MP1A Z -41.342 %50 5 MP2 Z -28.451 12 6 MP2 Z -28.451 48.42 7 MP3 Z -39.115 6 8 MP3 Z -39.115 61.1 9 MP3A Z -22.296 %50 10 MP4 Z -38.881 6 11 MP4 Z -38.881 58 12 MP4A Z -44.418 %50 13 U1 Z -22.625 %50 14 U2 Z -22.625 %50 15 MP1 X 42.183 6 16 MP1 X 42.183 59 17 MP1A X 30.18 %50 18 MP1A X 41.342 %50 19 MP2 X 28.451 12 20 MP2 X 28.451 48.42 21 MP3 X 39.115 6 22 MP3 X 39.115 61.1 23 MP3A X 22.296 %50 24 MP4 X 38.881 6 25 MP4 X 38.881 58 26 MP4A X 44.418 %50 27 U1 X 22.625 %50 28 U2 X 22.625 %50 Member Point Loads (BLC 19 : Wind Load 330 AZI) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z -63.874 6 2 MP1 Z -63.874 59 3 MP1A Z -36.259 %50 4 MP1A Z -48.797 %50 5 MP2 Z -40.678 12 6 MP2 Z -40.678 48.42 7 MP3 Z -59.178 6 8 MP3 Z -59.178 61.1 9 MP3A Z -23.653 %50 10 MP4 Z -49.923 6 11 MP4 Z -49.923 58 12 MP4A Z -50.207 %50 13 U1 Z -21.525 %50 14 U2 Z -21.525 %50 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 12 Member Point Loads (BLC 19 : Wind Load 330 AZI) (Continued) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 15 MP1 X 36.878 6 16 MP1 X 36.878 59 17 MP1A X 20.934 %50 18 MP1A X 28.173 %50 19 MP2 X 23.486 12 20 MP2 X 23.486 48.42 21 MP3 X 34.166 6 22 MP3 X 34.166 61.1 23 MP3A X 13.656 %50 24 MP4 X 28.823 6 25 MP4 X 28.823 58 26 MP4A X 28.987 %50 27 U1 X 12.427 %50 28 U2 X 12.427 %50 Member Point Loads (BLC 20 : Seismic Load Z) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Z -67.003 6 2 MP1 Z -67.003 59 3 MP1A Z -109.993 %50 4 MP1A Z -104.106 %50 5 MP2 Z -71.736 12 6 MP2 Z -71.736 48.42 7 MP3 Z -52.053 6 8 MP3 Z -52.053 61.1 9 MP3A Z -92.797 %50 10 MP4 Z -52.673 6 11 MP4 Z -52.673 58 12 MP4A Z -119.288 %50 13 U1 Z -46.476 %50 14 U2 Z -46.476 %50 Member Point Loads (BLC 21 : Seismic Load X) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 X -67.003 6 2 MP1 X -67.003 59 3 MP1A X -109.993 %50 4 MP1A X -104.106 %50 5 MP2 X -71.736 12 6 MP2 X -71.736 48.42 7 MP3 X -52.053 6 8 MP3 X -52.053 61.1 9 MP3A X -92.797 %50 10 MP4 X -52.673 6 11 MP4 X -52.673 58 12 MP4A X -119.288 %50 13 U1 X -46.476 %50 14 U2 X -46.476 %50 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 13 Member Point Loads (BLC 25 : Maintenance Load 1 (Lm)) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1A Y -500 %50 Member Point Loads (BLC 26 : Maintenance Load 2 (Lm)) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP2 Y -500 %50 Member Point Loads (BLC 27 : Maintenance Load 3 (Lm)) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP3A Y -500 %50 Member Point Loads (BLC 28 : Maintenance Load 4 (Lm)) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP4A Y -500 %50 Member Point Loads (BLC 29 : Maintenance Load 5 (Lm)) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP1 Y -500 %50 Member Point Loads (BLC 30 : Maintenance Load 6 (Lm)) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP3 Y -500 %50 Member Point Loads (BLC 31 : Maintenance Load 7 (Lm)) Member Label Direction Magnitude [lb, lb-ft] Location [(in, %)] 1 MP4 Y -500 %50 Member Distributed Loads (BLC 2 : Structure Wind Z) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M100 SZ -26.031 -26.031 0 %100 2 M101 SZ -26.031 -26.031 0 %100 3 M34 SZ -26.031 -26.031 0 %100 4 M35 SZ -26.031 -26.031 0 %100 5 M36 SZ -43.386 -43.386 0 %100 6 M37 SZ -43.386 -43.386 0 %100 7 M38 SZ -43.386 -43.386 0 %100 8 M39 SZ -43.386 -43.386 0 %100 9 M40 SZ -43.386 -43.386 0 %100 10 M41 SZ -43.386 -43.386 0 %100 11 M42 SZ -43.386 -43.386 0 %100 12 M43 SZ -43.386 -43.386 0 %100 13 M44 SZ -43.386 -43.386 0 %100 14 M45 SZ -43.386 -43.386 0 %100 15 M46 SZ -43.386 -43.386 0 %100 16 M47 SZ -43.386 -43.386 0 %100 17 M48 SZ -43.386 -43.386 0 %100 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 14 Member Distributed Loads (BLC 2 : Structure Wind Z) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 18 M49 SZ -43.386 -43.386 0 %100 19 M50 SZ -43.386 -43.386 0 %100 20 M51 SZ -43.386 -43.386 0 %100 21 MP1A SZ -26.031 -26.031 0 %100 22 MP2 SZ -26.031 -26.031 0 %100 23 MP3A SZ -26.031 -26.031 0 %100 24 MP4A SZ -26.031 -26.031 0 %100 25 MP1 SZ -26.031 -26.031 0 %100 26 MP3 SZ -26.031 -26.031 0 %100 27 MP4 SZ -26.031 -26.031 0 %100 28 M59 SZ -43.386 -43.386 0 %100 29 M60 SZ -43.386 -43.386 0 %100 30 M61 SZ -43.386 -43.386 0 %100 31 M62 SZ -43.386 -43.386 0 %100 32 M63 SZ -43.386 -43.386 0 %100 33 M64 SZ -43.386 -43.386 0 %100 34 M105 SZ -43.386 -43.386 0 %100 35 M104 SZ -43.386 -43.386 0 %100 36 M67 SZ -43.386 -43.386 0 %100 37 M68 SZ -43.386 -43.386 0 %100 38 M69 SZ -43.386 -43.386 0 %100 39 M70 SZ -43.386 -43.386 0 %100 40 M102 SZ -43.386 -43.386 0 %100 41 M103 SZ -43.386 -43.386 0 %100 42 M73 SZ -43.386 -43.386 0 %100 43 M74 SZ -43.386 -43.386 0 %100 44 M75 SZ -43.386 -43.386 0 %100 45 M76 SZ -43.386 -43.386 0 %100 46 U1 SZ -43.386 -43.386 0 %100 47 U2 SZ -43.386 -43.386 0 %100 Member Distributed Loads (BLC 3 : Structure Wind X) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M100 SX -26.031 -26.031 0 %100 2 M101 SX -26.031 -26.031 0 %100 3 M34 SX -26.031 -26.031 0 %100 4 M35 SX -26.031 -26.031 0 %100 5 M36 SX -43.386 -43.386 0 %100 6 M37 SX -43.386 -43.386 0 %100 7 M38 SX -43.386 -43.386 0 %100 8 M39 SX -43.386 -43.386 0 %100 9 M40 SX -43.386 -43.386 0 %100 10 M41 SX -43.386 -43.386 0 %100 11 M42 SX -43.386 -43.386 0 %100 12 M43 SX -43.386 -43.386 0 %100 13 M44 SX -43.386 -43.386 0 %100 14 M45 SX -43.386 -43.386 0 %100 15 M46 SX -43.386 -43.386 0 %100 16 M47 SX -43.386 -43.386 0 %100 17 M48 SX -43.386 -43.386 0 %100 18 M49 SX -43.386 -43.386 0 %100 19 M50 SX -43.386 -43.386 0 %100 20 M51 SX -43.386 -43.386 0 %100 21 MP1A SX -26.031 -26.031 0 %100 22 MP2 SX -26.031 -26.031 0 %100 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 15 Member Distributed Loads (BLC 3 : Structure Wind X) (Continued) Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 23 MP3A SX -26.031 -26.031 0 %100 24 MP4A SX -26.031 -26.031 0 %100 25 MP1 SX -26.031 -26.031 0 %100 26 MP3 SX -26.031 -26.031 0 %100 27 MP4 SX -26.031 -26.031 0 %100 28 M59 SX -43.386 -43.386 0 %100 29 M60 SX -43.386 -43.386 0 %100 30 M61 SX -43.386 -43.386 0 %100 31 M62 SX -43.386 -43.386 0 %100 32 M63 SX -43.386 -43.386 0 %100 33 M64 SX -43.386 -43.386 0 %100 34 M105 SX -43.386 -43.386 0 %100 35 M104 SX -43.386 -43.386 0 %100 36 M67 SX -43.386 -43.386 0 %100 37 M68 SX -43.386 -43.386 0 %100 38 M69 SX -43.386 -43.386 0 %100 39 M70 SX -43.386 -43.386 0 %100 40 M102 SX -43.386 -43.386 0 %100 41 M103 SX -43.386 -43.386 0 %100 42 M73 SX -43.386 -43.386 0 %100 43 M74 SX -43.386 -43.386 0 %100 44 M75 SX -43.386 -43.386 0 %100 45 M76 SX -43.386 -43.386 0 %100 46 U1 SX -43.386 -43.386 0 %100 47 U2 SX -43.386 -43.386 0 %100 Member Area Loads No Data to Print... Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Point Distributed 1 Self Weight DL -1 14 2 Structure Wind Z WLZ 47 3 Structure Wind X WLX 47 4 Wind Load 0 AZI WLZ 28 5 Wind Load 30 AZI None 28 6 Wind Load 45 AZI None 28 7 Wind Load 60 AZI None 28 8 Wind Load 90 AZI WLX 28 9 Wind Load 120 AZI None 28 10 Wind Load 135 AZI None 28 11 Wind Load 150 AZI None 28 12 Wind Load 180 AZI None 28 13 Wind Load 210 AZI None 28 14 Wind Load 225 AZI None 28 15 Wind Load 240 AZI None 28 16 Wind Load 270 AZI None 28 17 Wind Load 300 AZI None 28 18 Wind Load 315 AZI None 28 19 Wind Load 330 AZI None 28 20 Seismic Load Z ELZ -1.549 14 21 Seismic Load X ELX -1.549 14 22 Snow Load SL 23 Roof Live Load RLL Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam…Page 16 Basic Load Cases (Continued) BLC Description Category X Gravity Y Gravity Z Gravity Point Distributed 24 Live Load LL 25 Maintenance Load 1 (Lm)None 1 26 Maintenance Load 2 (Lm)None 1 27 Maintenance Load 3 (Lm)None 1 28 Maintenance Load 4 (Lm)None 1 29 Maintenance Load 5 (Lm)None 1 30 Maintenance Load 6 (Lm)None 1 31 Maintenance Load 7 (Lm)None 1 Load Combinations Description SolveP-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 1.4DL Yes Y DL 1.4 2 1.2DL + 1WL 0 AZI Yes Y DL 1.2 2 1 3 4 1 3 1.2DL + 1WL 30 AZI Yes Y DL 1.2 2 0.866 3 0.5 5 1 4 1.2DL + 1WL 45 AZI Yes Y DL 1.2 2 0.707 3 0.707 6 1 5 1.2DL + 1WL 60 AZI Yes Y DL 1.2 2 0.5 3 0.866 7 1 6 1.2DL + 1WL 90 AZI Yes Y DL 1.2 2 3 1 8 1 7 1.2DL + 1WL 120 AZI Yes Y DL 1.2 2 -0.5 3 0.866 9 1 8 1.2DL + 1WL 135 AZI Yes Y DL 1.2 2 -0.707 3 0.707 10 1 9 1.2DL + 1WL 150 AZI Yes Y DL 1.2 2 -0.866 3 0.5 11 1 10 1.2DL + 1WL 180 AZI Yes Y DL 1.2 2 -1 3 12 1 11 1.2DL + 1WL 210 AZI Yes Y DL 1.2 2 -0.866 3 -0.5 13 1 12 1.2DL + 1WL 225 AZI Yes Y DL 1.2 2 -0.707 3 -0.707 14 1 13 1.2DL + 1WL 240 AZI Yes Y DL 1.2 2 -0.5 3 -0.866 15 1 14 1.2DL + 1WL 270 AZI Yes Y DL 1.2 2 3 -1 16 1 15 1.2DL + 1WL 300 AZI Yes Y DL 1.2 2 0.5 3 -0.866 17 1 16 1.2DL + 1WL 315 AZI Yes Y DL 1.2 2 0.707 3 -0.707 18 1 17 1.2DL + 1WL 330 AZI Yes Y DL 1.2 2 0.866 3 -0.5 19 1 18 0.9DL + 1WL 0 AZI Yes Y DL 0.9 2 1 3 4 1 19 0.9DL + 1WL 30 AZI Yes Y DL 0.9 2 0.866 3 0.5 5 1 20 0.9DL + 1WL 45 AZI Yes Y DL 0.9 2 0.707 3 0.707 6 1 21 0.9DL + 1WL 60 AZI Yes Y DL 0.9 2 0.5 3 0.866 7 1 22 0.9DL + 1WL 90 AZI Yes Y DL 0.9 2 3 1 8 1 23 0.9DL + 1WL 120 AZI Yes Y DL 0.9 2 -0.5 3 0.866 9 1 24 0.9DL + 1WL 135 AZI Yes Y DL 0.9 2 -0.707 3 0.707 10 1 25 0.9DL + 1WL 150 AZI Yes Y DL 0.9 2 -0.866 3 0.5 11 1 26 0.9DL + 1WL 180 AZI Yes Y DL 0.9 2 -1 3 12 1 27 0.9DL + 1WL 210 AZI Yes Y DL 0.9 2 -0.866 3 -0.5 13 1 28 0.9DL + 1WL 225 AZI Yes Y DL 0.9 2 -0.707 3 -0.707 14 1 29 0.9DL + 1WL 240 AZI Yes Y DL 0.9 2 -0.5 3 -0.866 15 1 30 0.9DL + 1WL 270 AZI Yes Y DL 0.9 2 3 -1 16 1 31 0.9DL + 1WL 300 AZI Yes Y DL 0.9 2 0.5 3 -0.866 17 1 32 0.9DL + 1WL 315 AZI Yes Y DL 0.9 2 0.707 3 -0.707 18 1 33 0.9DL + 1WL 330 AZI Yes Y DL 0.9 2 0.866 3 -0.5 19 1 34 (1.2+0.2Sds)DL + 1E 0 AZI Yes Y DL 1.407 20 1 21 35 (1.2+0.2Sds)DL + 1E 30 AZI Yes Y DL 1.407 20 0.866 21 0.5 36 (1.2+0.2Sds)DL + 1E 45 AZI Yes Y DL 1.407 20 0.707 21 0.707 37 (1.2+0.2Sds)DL + 1E 60 AZI Yes Y DL 1.407 20 0.5 21 0.866 38 (1.2+0.2Sds)DL + 1E 90 AZI Yes Y DL 1.407 20 21 1 39 (1.2+0.2Sds)DL + 1E 120 AZI Yes Y DL 1.407 20 -0.5 21 0.866 40 (1.2+0.2Sds)DL + 1E 135 AZI Yes Y DL 1.407 20 -0.707 21 0.707 41 (1.2+0.2Sds)DL + 1E 150 AZI Yes Y DL 1.407 20 -0.866 21 0.5 42 (1.2+0.2Sds)DL + 1E 180 AZI Yes Y DL 1.407 20 -1 21 43 (1.2+0.2Sds)DL + 1E 210 AZI Yes Y DL 1.407 20 -0.866 21 -0.5 44 (1.2+0.2Sds)DL + 1E 225 AZI Yes Y DL 1.407 20 -0.707 21 -0.707 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 17 Load Combinations (Continued) Description SolveP-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 45 (1.2+0.2Sds)DL + 1E 240 AZI Yes Y DL 1.407 20 -0.5 21 -0.866 46 (1.2+0.2Sds)DL + 1E 270 AZI Yes Y DL 1.407 20 21 -1 47 (1.2+0.2Sds)DL + 1E 300 AZI Yes Y DL 1.407 20 0.5 21 -0.866 48 (1.2+0.2Sds)DL + 1E 315 AZI Yes Y DL 1.407 20 0.707 21 -0.707 49 (1.2+0.2Sds)DL + 1E 330 AZI Yes Y DL 1.407 20 0.866 21 -0.5 50 (0.9-0.2Sds)DL + 1E 0 AZI Yes Y DL 0.693 20 1 21 51 (0.9-0.2Sds)DL + 1E 30 AZI Yes Y DL 0.693 20 0.866 21 0.5 52 (0.9-0.2Sds)DL + 1E 45 AZI Yes Y DL 0.693 20 0.707 21 0.707 53 (0.9-0.2Sds)DL + 1E 60 AZI Yes Y DL 0.693 20 0.5 21 0.866 54 (0.9-0.2Sds)DL + 1E 90 AZI Yes Y DL 0.693 20 21 1 55 (0.9-0.2Sds)DL + 1E 120 AZI Yes Y DL 0.693 20 -0.5 21 0.866 56 (0.9-0.2Sds)DL + 1E 135 AZI Yes Y DL 0.693 20 -0.707 21 0.707 57 (0.9-0.2Sds)DL + 1E 150 AZI Yes Y DL 0.693 20 -0.866 21 0.5 58 (0.9-0.2Sds)DL + 1E 180 AZI Yes Y DL 0.693 20 -1 21 59 (0.9-0.2Sds)DL + 1E 210 AZI Yes Y DL 0.693 20 -0.866 21 -0.5 60 (0.9-0.2Sds)DL + 1E 225 AZI Yes Y DL 0.693 20 -0.707 21 -0.707 61 (0.9-0.2Sds)DL + 1E 240 AZI Yes Y DL 0.693 20 -0.5 21 -0.866 62 (0.9-0.2Sds)DL + 1E 270 AZI Yes Y DL 0.693 20 21 -1 63 (0.9-0.2Sds)DL + 1E 300 AZI Yes Y DL 0.693 20 0.5 21 -0.866 64 (0.9-0.2Sds)DL + 1E 315 AZI Yes Y DL 0.693 20 0.707 21 -0.707 65 (0.9-0.2Sds)DL + 1E 330 AZI Yes Y DL 0.693 20 0.866 21 -0.5 66 1.2DL + 1.6L + 0.5Lr Yes Y DL 1.2 LL 1.6 RLL 0.5 67 1.2DL + 1.6Lr + 1L Yes Y DL 1.2 RLL 1.6 LL 1 68 1.2DL + 1.6Lr + 0.5WL 0 AZI Yes Y DL 1.2 RLL 1.6 2 0.5 3 4 0.5 69 1.2DL + 1.6Lr + 0.5WL 30 AZI Yes Y DL 1.2 RLL 1.6 2 0.433 3 0.25 5 0.5 70 1.2DL + 1.6Lr + 0.5WL 45 AZI Yes Y DL 1.2 RLL 1.6 2 0.354 3 0.354 6 0.5 71 1.2DL + 1.6Lr + 0.5WL 60 AZI Yes Y DL 1.2 RLL 1.6 2 0.25 3 0.433 7 0.5 72 1.2DL + 1.6Lr + 0.5WL 90 AZI Yes Y DL 1.2 RLL 1.6 2 3 0.5 8 0.5 73 1.2DL + 1.6Lr + 0.5WL 120 AZI Yes Y DL 1.2 RLL 1.6 2 -0.25 3 0.433 9 0.5 74 1.2DL + 1.6Lr + 0.5WL 135 AZI Yes Y DL 1.2 RLL 1.6 2 -0.354 3 0.354 10 0.5 75 1.2DL + 1.6Lr + 0.5WL 150 AZI Yes Y DL 1.2 RLL 1.6 2 -0.433 3 0.25 11 0.5 76 1.2DL + 1.6Lr + 0.5WL 180 AZI Yes Y DL 1.2 RLL 1.6 2 -0.5 3 12 0.5 77 1.2DL + 1.6Lr + 0.5WL 210 AZI Yes Y DL 1.2 RLL 1.6 2 -0.433 3 -0.25 13 0.5 78 1.2DL + 1.6Lr + 0.5WL 225 AZI Yes Y DL 1.2 RLL 1.6 2 -0.354 3 -0.354 14 0.5 79 1.2DL + 1.6Lr + 0.5WL 240 AZI Yes Y DL 1.2 RLL 1.6 2 -0.25 3 -0.433 15 0.5 80 1.2DL + 1.6Lr + 0.5WL 270 AZI Yes Y DL 1.2 RLL 1.6 2 3 -0.5 16 0.5 81 1.2DL + 1.6Lr + 0.5WL 300 AZI Yes Y DL 1.2 RLL 1.6 2 0.25 3 -0.433 17 0.5 82 1.2DL + 1.6Lr + 0.5WL 315 AZI Yes Y DL 1.2 RLL 1.6 2 0.354 3 -0.354 18 0.5 83 1.2DL + 1.6Lr + 0.5WL 330 AZI Yes Y DL 1.2 RLL 1.6 2 0.433 3 -0.25 19 0.5 84 1.2DL + 1L + 0.5Lr + 1WL 0 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 1 3 4 1 85 1.2DL + 1L + 0.5Lr + 1WL 30 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 0.866 3 0.5 5 1 86 1.2DL + 1L + 0.5Lr + 1WL 45 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 0.707 3 0.707 6 1 87 1.2DL + 1L + 0.5Lr + 1WL 60 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 0.5 3 0.866 7 1 88 1.2DL + 1L + 0.5Lr + 1WL 90 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 3 1 8 1 89 1.2DL + 1L + 0.5Lr + 1WL 120 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 -0.5 3 0.866 9 1 90 1.2DL + 1L + 0.5Lr + 1WL 135 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 -0.707 3 0.707 10 1 91 1.2DL + 1L + 0.5Lr + 1WL 150 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 -0.866 3 0.5 11 1 92 1.2DL + 1L + 0.5Lr + 1WL 180 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 -1 3 12 1 93 1.2DL + 1L + 0.5Lr + 1WL 210 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 -0.866 3 -0.5 13 1 94 1.2DL + 1L + 0.5Lr + 1WL 225 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 -0.707 3 -0.707 14 1 95 1.2DL + 1L + 0.5Lr + 1WL 240 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 -0.5 3 -0.866 15 1 96 1.2DL + 1L + 0.5Lr + 1WL 270 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 3 -1 16 1 97 1.2DL + 1L + 0.5Lr + 1WL 300 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 0.5 3 -0.866 17 1 98 1.2DL + 1L + 0.5Lr + 1WL 315 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 0.707 3 -0.707 18 1 99 1.2DL + 1L + 0.5Lr + 1WL 330 AZI Yes Y DL 1.2 LL 1 RLL 0.5 2 0.866 3 -0.5 19 1 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 18 Load Combinations (Continued) Description SolveP-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 100 1.2DL + 1.6L + 0.5SL Yes Y DL 1.2 LL 1.6 SL 0.5 101 1.2DL + 1.6SL + 1L Yes Y DL 1.2 SL 1.6 LL 1 102 1.2DL + 1.6SL + 0.5WL 0 AZI Yes Y DL 1.2 SL 1.6 2 0.5 3 4 0.5 103 1.2DL + 1.6SL + 0.5WL 30 AZI Yes Y DL 1.2 SL 1.6 2 0.433 3 0.25 5 0.5 104 1.2DL + 1.6SL + 0.5WL 45 AZI Yes Y DL 1.2 SL 1.6 2 0.354 3 0.354 6 0.5 105 1.2DL + 1.6SL + 0.5WL 60 AZI Yes Y DL 1.2 SL 1.6 2 0.25 3 0.433 7 0.5 106 1.2DL + 1.6SL + 0.5WL 90 AZI Yes Y DL 1.2 SL 1.6 2 3 0.5 8 0.5 107 1.2DL + 1.6SL + 0.5WL 120 AZI Yes Y DL 1.2 SL 1.6 2 -0.25 3 0.433 9 0.5 108 1.2DL + 1.6SL + 0.5WL 135 AZI Yes Y DL 1.2 SL 1.6 2 -0.354 3 0.354 10 0.5 109 1.2DL + 1.6SL + 0.5WL 150 AZI Yes Y DL 1.2 SL 1.6 2 -0.433 3 0.25 11 0.5 110 1.2DL + 1.6SL + 0.5WL 180 AZI Yes Y DL 1.2 SL 1.6 2 -0.5 3 12 0.5 111 1.2DL + 1.6SL + 0.5WL 210 AZI Yes Y DL 1.2 SL 1.6 2 -0.433 3 -0.25 13 0.5 112 1.2DL + 1.6SL + 0.5WL 225 AZI Yes Y DL 1.2 SL 1.6 2 -0.354 3 -0.354 14 0.5 113 1.2DL + 1.6SL + 0.5WL 240 AZI Yes Y DL 1.2 SL 1.6 2 -0.25 3 -0.433 15 0.5 114 1.2DL + 1.6SL + 0.5WL 270 AZI Yes Y DL 1.2 SL 1.6 2 3 -0.5 16 0.5 115 1.2DL + 1.6SL + 0.5WL 300 AZI Yes Y DL 1.2 SL 1.6 2 0.25 3 -0.433 17 0.5 116 1.2DL + 1.6SL + 0.5WL 315 AZI Yes Y DL 1.2 SL 1.6 2 0.354 3 -0.354 18 0.5 117 1.2DL + 1.6SL + 0.5WL 330 AZI Yes Y DL 1.2 SL 1.6 2 0.433 3 -0.25 19 0.5 118 1.2DL + 1L + 0.5SL + 1WL 0 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 1 3 4 1 119 1.2DL + 1L + 0.5SL + 1WL 30 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 0.866 3 0.5 5 1 120 1.2DL + 1L + 0.5SL + 1WL 45 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 0.707 3 0.707 6 1 121 1.2DL + 1L + 0.5SL + 1WL 60 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 0.5 3 0.866 7 1 122 1.2DL + 1L + 0.5SL + 1WL 90 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 3 1 8 1 123 1.2DL + 1L + 0.5SL + 1WL 120 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 -0.5 3 0.866 9 1 124 1.2DL + 1L + 0.5SL + 1WL 135 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 -0.707 3 0.707 10 1 125 1.2DL + 1L + 0.5SL + 1WL 150 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 -0.866 3 0.5 11 1 126 1.2DL + 1L + 0.5SL + 1WL 180 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 -1 3 12 1 127 1.2DL + 1L + 0.5SL + 1WL 210 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 -0.866 3 -0.5 13 1 128 1.2DL + 1L + 0.5SL + 1WL 225 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 -0.707 3 -0.707 14 1 129 1.2DL + 1L + 0.5SL + 1WL 240 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 -0.5 3 -0.866 15 1 130 1.2DL + 1L + 0.5SL + 1WL 270 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 3 -1 16 1 131 1.2DL + 1L + 0.5SL + 1WL 300 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 0.5 3 -0.866 17 1 132 1.2DL + 1L + 0.5SL + 1WL 315 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 0.707 3 -0.707 18 1 133 1.2DL + 1L + 0.5SL + 1WL 330 AZI Yes Y DL 1.2 LL 1 SL 0.5 2 0.866 3 -0.5 19 1 134 1.2DL + 1.5Lm + 1Wm 0 AZI - MP1A Yes Y DL 1.2 25 1.5 2 0.1 3 4 0.1 135 1.2DL + 1.5Lm + 1Wm 30 AZI - MP1A Yes Y DL 1.2 25 1.5 2 0.086 3 0.05 5 0.1 136 1.2DL + 1.5Lm + 1Wm 45 AZI - MP1A Yes Y DL 1.2 25 1.5 2 0.071 3 0.071 6 0.1 137 1.2DL + 1.5Lm + 1Wm 60 AZI - MP1A Yes Y DL 1.2 25 1.5 2 0.05 3 0.086 7 0.1 138 1.2DL + 1.5Lm + 1Wm 90 AZI - MP1A Yes Y DL 1.2 25 1.5 2 3 0.1 8 0.1 139 1.2DL + 1.5Lm + 1Wm 120 AZI - MP1A Yes Y DL 1.2 25 1.5 2 -0.05 3 0.086 9 0.1 140 1.2DL + 1.5Lm + 1Wm 135 AZI - MP1A Yes Y DL 1.2 25 1.5 2 -0.071 3 0.071 10 0.1 141 1.2DL + 1.5Lm + 1Wm 150 AZI - MP1A Yes Y DL 1.2 25 1.5 2 -0.086 3 0.05 11 0.1 142 1.2DL + 1.5Lm + 1Wm 180 AZI - MP1A Yes Y DL 1.2 25 1.5 2 -0.1 3 12 0.1 143 1.2DL + 1.5Lm + 1Wm 210 AZI - MP1A Yes Y DL 1.2 25 1.5 2 -0.086 3 -0.05 13 0.1 144 1.2DL + 1.5Lm + 1Wm 225 AZI - MP1A Yes Y DL 1.2 25 1.5 2 -0.071 3 -0.071 14 0.1 145 1.2DL + 1.5Lm + 1Wm 240 AZI - MP1A Yes Y DL 1.2 25 1.5 2 -0.05 3 -0.086 15 0.1 146 1.2DL + 1.5Lm + 1Wm 270 AZI - MP1A Yes Y DL 1.2 25 1.5 2 3 -0.1 16 0.1 147 1.2DL + 1.5Lm + 1Wm 300 AZI - MP1A Yes Y DL 1.2 25 1.5 2 0.05 3 -0.086 17 0.1 148 1.2DL + 1.5Lm + 1Wm 315 AZI - MP1A Yes Y DL 1.2 25 1.5 2 0.071 3 -0.071 18 0.1 149 1.2DL + 1.5Lm + 1Wm 330 AZI - MP1A Yes Y DL 1.2 25 1.5 2 0.086 3 -0.05 19 0.1 150 1.2DL + 1.5Lm + 1Wm 0 AZI - MP2 Yes Y DL 1.2 26 1.5 2 0.1 3 4 0.1 151 1.2DL + 1.5Lm + 1Wm 30 AZI - MP2 Yes Y DL 1.2 26 1.5 2 0.086 3 0.05 5 0.1 152 1.2DL + 1.5Lm + 1Wm 45 AZI - MP2 Yes Y DL 1.2 26 1.5 2 0.071 3 0.071 6 0.1 153 1.2DL + 1.5Lm + 1Wm 60 AZI - MP2 Yes Y DL 1.2 26 1.5 2 0.05 3 0.086 7 0.1 154 1.2DL + 1.5Lm + 1Wm 90 AZI - MP2 Yes Y DL 1.2 26 1.5 2 3 0.1 8 0.1 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 19 Load Combinations (Continued) Description SolveP-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 155 1.2DL + 1.5Lm + 1Wm 120 AZI - MP2 Yes Y DL 1.2 26 1.5 2 -0.05 3 0.086 9 0.1 156 1.2DL + 1.5Lm + 1Wm 135 AZI - MP2 Yes Y DL 1.2 26 1.5 2 -0.071 3 0.071 10 0.1 157 1.2DL + 1.5Lm + 1Wm 150 AZI - MP2 Yes Y DL 1.2 26 1.5 2 -0.086 3 0.05 11 0.1 158 1.2DL + 1.5Lm + 1Wm 180 AZI - MP2 Yes Y DL 1.2 26 1.5 2 -0.1 3 12 0.1 159 1.2DL + 1.5Lm + 1Wm 210 AZI - MP2 Yes Y DL 1.2 26 1.5 2 -0.086 3 -0.05 13 0.1 160 1.2DL + 1.5Lm + 1Wm 225 AZI - MP2 Yes Y DL 1.2 26 1.5 2 -0.071 3 -0.071 14 0.1 161 1.2DL + 1.5Lm + 1Wm 240 AZI - MP2 Yes Y DL 1.2 26 1.5 2 -0.05 3 -0.086 15 0.1 162 1.2DL + 1.5Lm + 1Wm 270 AZI - MP2 Yes Y DL 1.2 26 1.5 2 3 -0.1 16 0.1 163 1.2DL + 1.5Lm + 1Wm 300 AZI - MP2 Yes Y DL 1.2 26 1.5 2 0.05 3 -0.086 17 0.1 164 1.2DL + 1.5Lm + 1Wm 315 AZI - MP2 Yes Y DL 1.2 26 1.5 2 0.071 3 -0.071 18 0.1 165 1.2DL + 1.5Lm + 1Wm 330 AZI - MP2 Yes Y DL 1.2 26 1.5 2 0.086 3 -0.05 19 0.1 166 1.2DL + 1.5Lm + 1Wm 0 AZI - MP3A Yes Y DL 1.2 27 1.5 2 0.1 3 4 0.1 167 1.2DL + 1.5Lm + 1Wm 30 AZI - MP3A Yes Y DL 1.2 27 1.5 2 0.086 3 0.05 5 0.1 168 1.2DL + 1.5Lm + 1Wm 45 AZI - MP3A Yes Y DL 1.2 27 1.5 2 0.071 3 0.071 6 0.1 169 1.2DL + 1.5Lm + 1Wm 60 AZI - MP3A Yes Y DL 1.2 27 1.5 2 0.05 3 0.086 7 0.1 170 1.2DL + 1.5Lm + 1Wm 90 AZI - MP3A Yes Y DL 1.2 27 1.5 2 3 0.1 8 0.1 171 1.2DL + 1.5Lm + 1Wm 120 AZI - MP3A Yes Y DL 1.2 27 1.5 2 -0.05 3 0.086 9 0.1 172 1.2DL + 1.5Lm + 1Wm 135 AZI - MP3A Yes Y DL 1.2 27 1.5 2 -0.071 3 0.071 10 0.1 173 1.2DL + 1.5Lm + 1Wm 150 AZI - MP3A Yes Y DL 1.2 27 1.5 2 -0.086 3 0.05 11 0.1 174 1.2DL + 1.5Lm + 1Wm 180 AZI - MP3A Yes Y DL 1.2 27 1.5 2 -0.1 3 12 0.1 175 1.2DL + 1.5Lm + 1Wm 210 AZI - MP3A Yes Y DL 1.2 27 1.5 2 -0.086 3 -0.05 13 0.1 176 1.2DL + 1.5Lm + 1Wm 225 AZI - MP3A Yes Y DL 1.2 27 1.5 2 -0.071 3 -0.071 14 0.1 177 1.2DL + 1.5Lm + 1Wm 240 AZI - MP3A Yes Y DL 1.2 27 1.5 2 -0.05 3 -0.086 15 0.1 178 1.2DL + 1.5Lm + 1Wm 270 AZI - MP3A Yes Y DL 1.2 27 1.5 2 3 -0.1 16 0.1 179 1.2DL + 1.5Lm + 1Wm 300 AZI - MP3A Yes Y DL 1.2 27 1.5 2 0.05 3 -0.086 17 0.1 180 1.2DL + 1.5Lm + 1Wm 315 AZI - MP3A Yes Y DL 1.2 27 1.5 2 0.071 3 -0.071 18 0.1 181 1.2DL + 1.5Lm + 1Wm 330 AZI - MP3A Yes Y DL 1.2 27 1.5 2 0.086 3 -0.05 19 0.1 182 1.2DL + 1.5Lm + 1Wm 0 AZI - MP4A Yes Y DL 1.2 28 1.5 2 0.1 3 4 0.1 183 1.2DL + 1.5Lm + 1Wm 30 AZI - MP4A Yes Y DL 1.2 28 1.5 2 0.086 3 0.05 5 0.1 184 1.2DL + 1.5Lm + 1Wm 45 AZI - MP4A Yes Y DL 1.2 28 1.5 2 0.071 3 0.071 6 0.1 185 1.2DL + 1.5Lm + 1Wm 60 AZI - MP4A Yes Y DL 1.2 28 1.5 2 0.05 3 0.086 7 0.1 186 1.2DL + 1.5Lm + 1Wm 90 AZI - MP4A Yes Y DL 1.2 28 1.5 2 3 0.1 8 0.1 187 1.2DL + 1.5Lm + 1Wm 120 AZI - MP4A Yes Y DL 1.2 28 1.5 2 -0.05 3 0.086 9 0.1 188 1.2DL + 1.5Lm + 1Wm 135 AZI - MP4A Yes Y DL 1.2 28 1.5 2 -0.071 3 0.071 10 0.1 189 1.2DL + 1.5Lm + 1Wm 150 AZI - MP4A Yes Y DL 1.2 28 1.5 2 -0.086 3 0.05 11 0.1 190 1.2DL + 1.5Lm + 1Wm 180 AZI - MP4A Yes Y DL 1.2 28 1.5 2 -0.1 3 12 0.1 191 1.2DL + 1.5Lm + 1Wm 210 AZI - MP4A Yes Y DL 1.2 28 1.5 2 -0.086 3 -0.05 13 0.1 192 1.2DL + 1.5Lm + 1Wm 225 AZI - MP4A Yes Y DL 1.2 28 1.5 2 -0.071 3 -0.071 14 0.1 193 1.2DL + 1.5Lm + 1Wm 240 AZI - MP4A Yes Y DL 1.2 28 1.5 2 -0.05 3 -0.086 15 0.1 194 1.2DL + 1.5Lm + 1Wm 270 AZI - MP4A Yes Y DL 1.2 28 1.5 2 3 -0.1 16 0.1 195 1.2DL + 1.5Lm + 1Wm 300 AZI - MP4A Yes Y DL 1.2 28 1.5 2 0.05 3 -0.086 17 0.1 196 1.2DL + 1.5Lm + 1Wm 315 AZI - MP4A Yes Y DL 1.2 28 1.5 2 0.071 3 -0.071 18 0.1 197 1.2DL + 1.5Lm + 1Wm 330 AZI - MP4A Yes Y DL 1.2 28 1.5 2 0.086 3 -0.05 19 0.1 198 1.2DL + 1.5Lm + 1Wm 0 AZI - MP1 Yes Y DL 1.2 29 1.5 2 0.1 3 4 0.1 199 1.2DL + 1.5Lm + 1Wm 30 AZI - MP1 Yes Y DL 1.2 29 1.5 2 0.086 3 0.05 5 0.1 200 1.2DL + 1.5Lm + 1Wm 45 AZI - MP1 Yes Y DL 1.2 29 1.5 2 0.071 3 0.071 6 0.1 201 1.2DL + 1.5Lm + 1Wm 60 AZI - MP1 Yes Y DL 1.2 29 1.5 2 0.05 3 0.086 7 0.1 202 1.2DL + 1.5Lm + 1Wm 90 AZI - MP1 Yes Y DL 1.2 29 1.5 2 3 0.1 8 0.1 203 1.2DL + 1.5Lm + 1Wm 120 AZI - MP1 Yes Y DL 1.2 29 1.5 2 -0.05 3 0.086 9 0.1 204 1.2DL + 1.5Lm + 1Wm 135 AZI - MP1 Yes Y DL 1.2 29 1.5 2 -0.071 3 0.071 10 0.1 205 1.2DL + 1.5Lm + 1Wm 150 AZI - MP1 Yes Y DL 1.2 29 1.5 2 -0.086 3 0.05 11 0.1 206 1.2DL + 1.5Lm + 1Wm 180 AZI - MP1 Yes Y DL 1.2 29 1.5 2 -0.1 3 12 0.1 207 1.2DL + 1.5Lm + 1Wm 210 AZI - MP1 Yes Y DL 1.2 29 1.5 2 -0.086 3 -0.05 13 0.1 208 1.2DL + 1.5Lm + 1Wm 225 AZI - MP1 Yes Y DL 1.2 29 1.5 2 -0.071 3 -0.071 14 0.1 209 1.2DL + 1.5Lm + 1Wm 240 AZI - MP1 Yes Y DL 1.2 29 1.5 2 -0.05 3 -0.086 15 0.1 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 20 Load Combinations (Continued) Description SolveP-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 210 1.2DL + 1.5Lm + 1Wm 270 AZI - MP1 Yes Y DL 1.2 29 1.5 2 3 -0.1 16 0.1 211 1.2DL + 1.5Lm + 1Wm 300 AZI - MP1 Yes Y DL 1.2 29 1.5 2 0.05 3 -0.086 17 0.1 212 1.2DL + 1.5Lm + 1Wm 315 AZI - MP1 Yes Y DL 1.2 29 1.5 2 0.071 3 -0.071 18 0.1 213 1.2DL + 1.5Lm + 1Wm 330 AZI - MP1 Yes Y DL 1.2 29 1.5 2 0.086 3 -0.05 19 0.1 214 1.2DL + 1.5Lm + 1Wm 0 AZI - MP3 Yes Y DL 1.2 30 1.5 2 0.1 3 4 0.1 215 1.2DL + 1.5Lm + 1Wm 30 AZI - MP3 Yes Y DL 1.2 30 1.5 2 0.086 3 0.05 5 0.1 216 1.2DL + 1.5Lm + 1Wm 45 AZI - MP3 Yes Y DL 1.2 30 1.5 2 0.071 3 0.071 6 0.1 217 1.2DL + 1.5Lm + 1Wm 60 AZI - MP3 Yes Y DL 1.2 30 1.5 2 0.05 3 0.086 7 0.1 218 1.2DL + 1.5Lm + 1Wm 90 AZI - MP3 Yes Y DL 1.2 30 1.5 2 3 0.1 8 0.1 219 1.2DL + 1.5Lm + 1Wm 120 AZI - MP3 Yes Y DL 1.2 30 1.5 2 -0.05 3 0.086 9 0.1 220 1.2DL + 1.5Lm + 1Wm 135 AZI - MP3 Yes Y DL 1.2 30 1.5 2 -0.071 3 0.071 10 0.1 221 1.2DL + 1.5Lm + 1Wm 150 AZI - MP3 Yes Y DL 1.2 30 1.5 2 -0.086 3 0.05 11 0.1 222 1.2DL + 1.5Lm + 1Wm 180 AZI - MP3 Yes Y DL 1.2 30 1.5 2 -0.1 3 12 0.1 223 1.2DL + 1.5Lm + 1Wm 210 AZI - MP3 Yes Y DL 1.2 30 1.5 2 -0.086 3 -0.05 13 0.1 224 1.2DL + 1.5Lm + 1Wm 225 AZI - MP3 Yes Y DL 1.2 30 1.5 2 -0.071 3 -0.071 14 0.1 225 1.2DL + 1.5Lm + 1Wm 240 AZI - MP3 Yes Y DL 1.2 30 1.5 2 -0.05 3 -0.086 15 0.1 226 1.2DL + 1.5Lm + 1Wm 270 AZI - MP3 Yes Y DL 1.2 30 1.5 2 3 -0.1 16 0.1 227 1.2DL + 1.5Lm + 1Wm 300 AZI - MP3 Yes Y DL 1.2 30 1.5 2 0.05 3 -0.086 17 0.1 228 1.2DL + 1.5Lm + 1Wm 315 AZI - MP3 Yes Y DL 1.2 30 1.5 2 0.071 3 -0.071 18 0.1 229 1.2DL + 1.5Lm + 1Wm 330 AZI - MP3 Yes Y DL 1.2 30 1.5 2 0.086 3 -0.05 19 0.1 230 1.2DL + 1.5Lm + 1Wm 0 AZI - MP4 Yes Y DL 1.2 31 1.5 2 0.1 3 4 0.1 231 1.2DL + 1.5Lm + 1Wm 30 AZI - MP4 Yes Y DL 1.2 31 1.5 2 0.086 3 0.05 5 0.1 232 1.2DL + 1.5Lm + 1Wm 45 AZI - MP4 Yes Y DL 1.2 31 1.5 2 0.071 3 0.071 6 0.1 233 1.2DL + 1.5Lm + 1Wm 60 AZI - MP4 Yes Y DL 1.2 31 1.5 2 0.05 3 0.086 7 0.1 234 1.2DL + 1.5Lm + 1Wm 90 AZI - MP4 Yes Y DL 1.2 31 1.5 2 3 0.1 8 0.1 235 1.2DL + 1.5Lm + 1Wm 120 AZI - MP4 Yes Y DL 1.2 31 1.5 2 -0.05 3 0.086 9 0.1 236 1.2DL + 1.5Lm + 1Wm 135 AZI - MP4 Yes Y DL 1.2 31 1.5 2 -0.071 3 0.071 10 0.1 237 1.2DL + 1.5Lm + 1Wm 150 AZI - MP4 Yes Y DL 1.2 31 1.5 2 -0.086 3 0.05 11 0.1 238 1.2DL + 1.5Lm + 1Wm 180 AZI - MP4 Yes Y DL 1.2 31 1.5 2 -0.1 3 12 0.1 239 1.2DL + 1.5Lm + 1Wm 210 AZI - MP4 Yes Y DL 1.2 31 1.5 2 -0.086 3 -0.05 13 0.1 240 1.2DL + 1.5Lm + 1Wm 225 AZI - MP4 Yes Y DL 1.2 31 1.5 2 -0.071 3 -0.071 14 0.1 241 1.2DL + 1.5Lm + 1Wm 240 AZI - MP4 Yes Y DL 1.2 31 1.5 2 -0.05 3 -0.086 15 0.1 242 1.2DL + 1.5Lm + 1Wm 270 AZI - MP4 Yes Y DL 1.2 31 1.5 2 3 -0.1 16 0.1 243 1.2DL + 1.5Lm + 1Wm 300 AZI - MP4 Yes Y DL 1.2 31 1.5 2 0.05 3 -0.086 17 0.1 244 1.2DL + 1.5Lm + 1Wm 315 AZI - MP4 Yes Y DL 1.2 31 1.5 2 0.071 3 -0.071 18 0.1 245 1.2DL + 1.5Lm + 1Wm 330 AZI - MP4 Yes Y DL 1.2 31 1.5 2 0.086 3 -0.05 19 0.1 Node Reactions LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 1 1 N111 -146.002 314.427 17.721 0 0 0 2 1 N110 141.084 324.843 -17.702 0 0 0 3 1 N112 -101.277 382.068 -29.051 0 0 0 4 1 N113 106.195 388.928 29.029 0 0 0 5 1 Totals:0 1410.267 -0.003 6 1 COG (in):X: 429.567 Y: -32.316 Z: -0.152 7 2 N111 -1548.213 6082.726 234.087 0 0 0 8 2 N110 -1250.383 -5531.761 342.13 0 0 0 9 2 N112 1290.495 -5024.064 389.899 0 0 0 10 2 N113 1508.101 5681.899 278.513 0 0 0 11 2 Totals:-0.001 1208.8 1244.629 12 2 COG (in):X: 429.567 Y: -32.316 Z: -0.152 13 3 N111 -1217.412 4622.484 207.006 0 0 0 14 3 N110 -902.848 -4094.308 299.92 0 0 0 15 3 N112 1240.3 -4736.42 347.254 0 0 0 16 3 N113 1416.951 5417.044 254.407 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 21 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 17 3 Totals:536.992 1208.8 1108.588 18 3 COG (in):X: 429.567 Y: -32.316 Z: -0.152 19 4 N111 -866.72 3150.133 169.551 0 0 0 20 4 N110 -554.466 -2630.191 236.845 0 0 0 21 4 N112 1005.013 -3770.9 271.452 0 0 0 22 4 N113 1160.479 4459.758 212.188 0 0 0 23 4 Totals:744.306 1208.8 890.036 24 4 COG (in):X: 429.567 Y: -32.316 Z: -0.152 25 5 N111 -496.864 1639.912 119.029 0 0 0 26 5 N110 -192.084 -1122.207 152.28 0 0 0 27 5 N112 693.728 -2545.912 165.97 0 0 0 28 5 N113 836.82 3237.007 151.649 0 0 0 29 5 Totals:841.599 1208.8 588.928 30 5 COG (in):X: 429.567 Y: -32.316 Z: -0.152 31 6 N111 65.787 -596.437 7.728 0 0 0 32 6 N110 356.757 1114.675 -21.198 0 0 0 33 6 N112 173.615 -550.609 -18.945 0 0 0 34 6 N113 302.196 1241.169 32.406 0 0 0 35 6 Totals:898.356 1208.8 -0.009 36 6 COG (in):X: 429.567 Y: -32.316 Z: -0.152 37 7 N111 557.454 -2510.009 -108.676 0 0 0 38 7 N110 835.531 3022.509 -201.513 0 0 0 39 7 N112 -296.991 1215.431 -223.791 0 0 0 40 7 N113 -183.232 -519.131 -96.039 0 0 0 41 7 Totals:912.763 1208.8 -630.019 42 7 COG (in):X: 429.567 Y: -32.316 Z: -0.152 43 8 N111 733.335 -3169.661 -156.577 0 0 0 44 8 N110 1000.28 3684.881 -280.826 0 0 0 45 8 N112 -537.59 2080.843 -328.03 0 0 0 46 8 N113 -418.304 -1387.264 -157.992 0 0 0 47 8 Totals:777.722 1208.8 -923.424 48 8 COG (in):X: 429.567 Y: -32.316 Z: -0.152 49 9 N111 826.448 -3497.929 -189.146 0 0 0 50 9 N110 1079.654 4020.72 -337.602 0 0 0 51 9 N112 -743.608 2801.251 -403.864 0 0 0 52 9 N113 -610.666 -2115.242 -203.615 0 0 0 53 9 Totals:551.829 1208.8 -1134.228 54 9 COG (in):X: 429.567 Y: -32.316 Z: -0.152 55 10 N111 756.207 -3157.691 -200.68 0 0 0 56 10 N110 981.377 3703.034 -360.991 0 0 0 57 10 N112 -952.445 3495.96 -418.701 0 0 0 58 10 N113 -785.139 -2832.503 -220.769 0 0 0 59 10 Totals:0 1208.8 -1201.141 60 10 COG (in):X: 429.567 Y: -32.316 Z: -0.152 61 11 N111 585.073 -2433.989 -173.26 0 0 0 62 11 N110 785.068 3001.211 -322.765 0 0 0 63 11 N112 -1052.311 3793.535 -397.455 0 0 0 64 11 N113 -850.699 -3151.957 -207.901 0 0 0 65 11 Totals:-532.87 1208.8 -1101.381 66 11 COG (in):X: 429.567 Y: -32.316 Z: -0.152 67 12 N111 397.151 -1680.772 -135.942 0 0 0 68 12 N110 589.931 2256.516 -262.037 0 0 0 69 12 N112 -974.381 3493.226 -326.97 0 0 0 70 12 N113 -759.767 -2860.17 -167.809 0 0 0 71 12 Totals:-747.066 1208.8 -892.757 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 22 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 72 12 COG (in):X: 429.567 Y: -32.316 Z: -0.152 73 13 N111 166.524 -765.719 -87.271 0 0 0 74 13 N110 357.518 1345.775 -182.609 0 0 0 75 13 N112 -813.25 2901.472 -230.366 0 0 0 76 13 N113 -590.717 -2272.728 -110.801 0 0 0 77 13 Totals:-879.925 1208.8 -611.048 78 13 COG (in):X: 429.567 Y: -32.316 Z: -0.152 79 14 N111 -314.314 1135.265 22.635 0 0 0 80 14 N110 -112.629 -557.594 -9.183 0 0 0 81 14 N112 -349.51 1205.565 -30.838 0 0 0 82 14 N113 -121.903 -574.436 17.39 0 0 0 83 14 Totals:-898.356 1208.8 0.004 84 14 COG (in):X: 429.567 Y: -32.316 Z: -0.152 85 15 N111 -879.235 3418.358 132.802 0 0 0 86 15 N110 -657.506 -2837.065 163.18 0 0 0 87 15 N112 209.018 -903.26 167.503 0 0 0 88 15 N113 453.287 1530.767 144.417 0 0 0 89 15 Totals:-874.437 1208.8 607.902 90 15 COG (in):X: 429.567 Y: -32.316 Z: -0.152 91 16 N111 -1190.079 4686.82 179.433 0 0 0 92 16 N110 -949.958 -4107.302 241.861 0 0 0 93 16 N112 569.754 -2278.316 271.543 0 0 0 94 16 N113 817.105 2907.598 206.077 0 0 0 95 16 Totals:-753.178 1208.8 898.914 96 16 COG (in):X: 429.567 Y: -32.316 Z: -0.152 97 17 N111 -1491.119 5921.763 215.324 0 0 0 98 17 N110 -1227.486 -5347.851 306.449 0 0 0 99 17 N112 958.274 -3776.308 362.171 0 0 0 100 17 N113 1204.38 4411.195 257.499 0 0 0 101 17 Totals:-555.951 1208.8 1141.443 102 17 COG (in):X: 429.567 Y: -32.316 Z: -0.152 103 18 N111 -1516.212 6012.212 230.707 0 0 0 104 18 N110 -1279.898 -5598.482 345.475 0 0 0 105 18 N112 1310.957 -5102.842 396.12 0 0 0 106 18 N113 1485.152 5595.711 272.328 0 0 0 107 18 Totals:-0.001 906.6 1244.63 108 18 COG (in):X: 429.567 Y: -32.316 Z: -0.152 109 19 N111 -1185.646 4553.152 203.569 0 0 0 110 19 N110 -932.678 -4162.24 303.324 0 0 0 111 19 N112 1261.079 -4816.373 353.472 0 0 0 112 19 N113 1394.237 5332.061 248.224 0 0 0 113 19 Totals:536.992 906.6 1108.588 114 19 COG (in):X: 429.567 Y: -32.316 Z: -0.152 115 20 N111 -835.127 3081.603 166.031 0 0 0 116 20 N110 -584.502 -2698.895 240.337 0 0 0 117 20 N112 1026.084 -3851.675 277.669 0 0 0 118 20 N113 1137.852 4375.568 205.999 0 0 0 119 20 Totals:744.306 906.6 890.035 120 20 COG (in):X: 429.567 Y: -32.316 Z: -0.152 121 21 N111 -465.399 1571.947 115.411 0 0 0 122 21 N110 -222.266 -1191.426 155.881 0 0 0 123 21 N112 715.06 -2627.282 172.196 0 0 0 124 21 N113 814.204 3153.36 145.444 0 0 0 125 21 Totals:841.599 906.6 588.931 126 21 COG (in):X: 429.567 Y: -32.316 Z: -0.152 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 23 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 127 22 N111 97.126 -663.868 3.931 0 0 0 128 22 N110 326.436 1045.013 -17.406 0 0 0 129 22 N112 195.278 -632.565 -12.698 0 0 0 130 22 N113 279.516 1158.02 26.164 0 0 0 131 22 Totals:898.356 906.6 -0.008 132 22 COG (in):X: 429.567 Y: -32.316 Z: -0.152 133 23 N111 588.713 -2577.14 -112.638 0 0 0 134 23 N110 805.132 2952.628 -197.543 0 0 0 135 23 N112 -275.082 1133.12 -217.501 0 0 0 136 23 N113 -206 -602.007 -102.337 0 0 0 137 23 Totals:912.763 906.6 -630.019 138 23 COG (in):X: 429.567 Y: -32.316 Z: -0.152 139 24 N111 764.553 -3236.655 -160.611 0 0 0 140 24 N110 969.858 3614.913 -276.782 0 0 0 141 24 N112 -515.57 1998.396 -321.707 0 0 0 142 24 N113 -441.119 -1470.054 -164.325 0 0 0 143 24 Totals:777.722 906.6 -923.425 144 24 COG (in):X: 429.567 Y: -32.316 Z: -0.152 145 25 N111 857.628 -3564.814 -193.231 0 0 0 146 25 N110 1049.226 3950.691 -333.502 0 0 0 147 25 N112 -721.503 2718.715 -397.522 0 0 0 148 25 N113 -633.522 -2197.992 -209.971 0 0 0 149 25 Totals:551.829 906.6 -1134.226 150 25 COG (in):X: 429.567 Y: -32.316 Z: -0.152 151 26 N111 787.345 -3224.488 -204.791 0 0 0 152 26 N110 950.983 3632.989 -356.867 0 0 0 153 26 N112 -930.283 3413.416 -412.369 0 0 0 154 26 N113 -808.045 -2915.316 -227.113 0 0 0 155 26 Totals:0 906.6 -1201.141 156 26 COG (in):X: 429.567 Y: -32.316 Z: -0.152 157 27 N111 616.15 -2500.617 -177.349 0 0 0 158 27 N110 754.693 2931.051 -318.665 0 0 0 159 27 N112 -1030.111 3710.911 -391.137 0 0 0 160 27 N113 -873.601 -3234.745 -214.228 0 0 0 161 27 Totals:-532.87 906.6 -1101.379 162 27 COG (in):X: 429.567 Y: -32.316 Z: -0.152 163 28 N111 428.26 -1747.568 -139.982 0 0 0 164 28 N110 559.62 2186.528 -257.99 0 0 0 165 28 N112 -952.263 3410.806 -320.678 0 0 0 166 28 N113 -782.683 -2943.167 -174.105 0 0 0 167 28 Totals:-747.066 906.6 -892.756 168 28 COG (in):X: 429.567 Y: -32.316 Z: -0.152 169 29 N111 197.648 -832.594 -91.24 0 0 0 170 29 N110 327.246 1275.85 -178.637 0 0 0 171 29 N112 -791.22 2819.165 -224.106 0 0 0 172 29 N113 -613.599 -2355.821 -117.062 0 0 0 173 29 Totals:-879.925 906.6 -611.047 174 29 COG (in):X: 429.567 Y: -32.316 Z: -0.152 175 30 N111 -283.106 1068.034 18.83 0 0 0 176 30 N110 -142.803 -627.242 -5.386 0 0 0 177 30 N112 -327.739 1123.653 -24.624 0 0 0 178 30 N113 -144.708 -657.845 11.185 0 0 0 179 30 Totals:-898.356 906.6 0.004 180 30 COG (in):X: 429.567 Y: -32.316 Z: -0.152 181 31 N111 -847.876 3350.487 129.183 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 24 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 182 31 N110 -687.526 -2906.172 166.782 0 0 0 183 31 N112 230.432 -984.509 173.692 0 0 0 184 31 N113 430.533 1446.794 138.247 0 0 0 185 31 Totals:-874.437 906.6 607.903 186 31 COG (in):X: 429.567 Y: -32.316 Z: -0.152 187 32 N111 -1158.462 4617.822 175.913 0 0 0 188 32 N110 -979.741 -4175.354 245.36 0 0 0 189 32 N112 590.792 -2358.519 277.728 0 0 0 190 32 N113 794.233 2822.652 199.916 0 0 0 191 32 Totals:-753.178 906.6 898.916 192 32 COG (in):X: 429.567 Y: -32.316 Z: -0.152 193 33 N111 -1459.441 5852.559 211.892 0 0 0 194 33 N110 -1257.226 -5415.782 309.85 0 0 0 195 33 N112 979.112 -3856.261 368.364 0 0 0 196 33 N113 1181.604 4326.083 251.335 0 0 0 197 33 Totals:-555.951 906.6 1141.441 198 33 COG (in):X: 429.567 Y: -32.316 Z: -0.152 199 34 N111 -2346.56 9480.497 274.02 0 0 0 200 34 N110 -1969.072 -8833.676 412.909 0 0 0 201 34 N112 2018.132 -8026.202 521.019 0 0 0 202 34 N113 2297.499 8796.256 353.053 0 0 0 203 34 Totals:-0.001 1416.874 1561 204 34 COG (in):X: 429.567 Y: -32.316 Z: -0.152 205 35 N111 -1564.488 5997.689 237.083 0 0 0 206 35 N110 -1179.08 -5378.81 352.964 0 0 0 207 35 N112 1660.45 -6399.636 448.509 0 0 0 208 35 N113 1863.401 7197.632 313.2 0 0 0 209 35 Totals:780.284 1416.875 1351.756 210 35 COG (in):X: 429.567 Y: -32.316 Z: -0.152 211 36 N111 -1076.01 3914.488 193.603 0 0 0 212 36 N110 -692.32 -3307.467 281.826 0 0 0 213 36 N112 1352.139 -5097.413 363.409 0 0 0 214 36 N113 1519.669 5907.266 264.859 0 0 0 215 36 Totals:1103.478 1416.874 1103.697 216 36 COG (in):X: 429.567 Y: -32.316 Z: -0.152 217 37 N111 -610.783 1982.846 137.253 0 0 0 218 37 N110 -229.964 -1385.177 189.696 0 0 0 219 37 N112 1026.166 -3768.035 252.389 0 0 0 220 37 N113 1166.033 4587.24 201.082 0 0 0 221 37 Totals:1351.453 1416.875 780.42 222 37 COG (in):X: 429.567 Y: -32.316 Z: -0.152 223 38 N111 184.112 -1198.642 3.199 0 0 0 224 38 N110 552.649 1787.311 -29.86 0 0 0 225 38 N112 356.273 -1161.827 -17.275 0 0 0 226 38 N113 467.536 1990.033 43.922 0 0 0 227 38 Totals:1560.57 1416.875 -0.014 228 38 COG (in):X: 429.567 Y: -32.316 Z: -0.152 229 39 N111 730.48 -3279.412 -126.621 0 0 0 230 39 N110 1074.319 3873.417 -244.371 0 0 0 231 39 N112 -285.594 1203.002 -290.852 0 0 0 232 39 N113 -167.751 -380.133 -118.57 0 0 0 233 39 Totals:1351.454 1416.875 -780.414 234 39 COG (in):X: 429.567 Y: -32.316 Z: -0.152 235 40 N111 896.311 -3878.311 -178.202 0 0 0 236 40 N110 1223.026 4479.991 -330.913 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 25 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 237 40 N112 -574.063 2228.307 -406.22 0 0 0 238 40 N113 -441.795 -1413.112 -188.312 0 0 0 239 40 Totals:1103.479 1416.875 -1103.648 240 40 COG (in):X: 429.567 Y: -32.316 Z: -0.152 241 41 N111 987.749 -4182.478 -215.894 0 0 0 242 41 N110 1294.892 4794.536 -395.474 0 0 0 243 41 N112 -827.307 3108.607 -496.481 0 0 0 244 41 N113 -675.049 -2303.79 -243.803 0 0 0 245 41 Totals:780.285 1416.875 -1351.651 246 41 COG (in):X: 429.567 Y: -32.316 Z: -0.152 247 42 N111 955.9 -3960.256 -240.864 0 0 0 248 42 N110 1220.596 4598.266 -443.656 0 0 0 249 42 N112 -1189.078 4323.775 -578.766 0 0 0 250 42 N113 -987.417 -3544.909 -297.501 0 0 0 251 42 Totals:0.001 1416.875 -1560.786 252 42 COG (in):X: 429.567 Y: -32.316 Z: -0.152 253 43 N111 665.194 -2748.186 -196.342 0 0 0 254 43 N110 892.183 3413.266 -377.98 0 0 0 255 43 N112 -1294.503 4624.788 -513.849 0 0 0 256 43 N113 -1043.157 -3872.993 -263.47 0 0 0 257 43 Totals:-780.284 1416.875 -1351.641 258 43 COG (in):X: 429.567 Y: -32.316 Z: -0.152 259 44 N111 438.99 -1832.545 -151.688 0 0 0 260 44 N110 652.548 2509.34 -307.438 0 0 0 261 44 N112 -1233.586 4379.29 -429.521 0 0 0 262 44 N113 -961.43 -3639.21 -214.984 0 0 0 263 44 Totals:-1103.478 1416.875 -1103.631 264 44 COG (in):X: 429.567 Y: -32.316 Z: -0.152 265 45 N111 168.644 -745.319 -96.066 0 0 0 266 45 N110 374.214 1431.545 -217.747 0 0 0 267 45 N112 -1091.526 3849.931 -317.269 0 0 0 268 45 N113 -802.784 -3119.282 -149.313 0 0 0 269 45 Totals:-1351.453 1416.875 -780.394 270 45 COG (in):X: 429.567 Y: -32.316 Z: -0.152 271 46 N111 -472.292 1830.359 32.325 0 0 0 272 46 N110 -262.264 -1134.481 -5.918 0 0 0 273 46 N112 -566.697 1928.828 -40.975 0 0 0 274 46 N113 -259.317 -1207.831 14.576 0 0 0 275 46 Totals:-1560.57 1416.875 0.007 276 46 COG (in):X: 429.567 Y: -32.316 Z: -0.152 277 47 N111 -1194.687 4757.905 155.409 0 0 0 278 47 N110 -949.385 -4066.578 202.671 0 0 0 279 47 N112 241.941 -1075.414 239.669 0 0 0 280 47 N113 550.677 1800.962 182.69 0 0 0 281 47 Totals:-1351.454 1416.875 780.439 282 47 COG (in):X: 429.567 Y: -32.316 Z: -0.152 283 48 N111 -1565.709 6278.652 205.135 0 0 0 284 48 N110 -1291.504 -5594.784 288.826 0 0 0 285 48 N112 724.203 -2912.901 356.659 0 0 0 286 48 N113 1029.53 3645.908 253.093 0 0 0 287 48 Totals:-1103.48 1416.875 1103.713 288 48 COG (in):X: 429.567 Y: -32.316 Z: -0.152 289 49 N111 -1927.652 7776.148 242.793 0 0 0 290 49 N110 -1618.351 -7102.657 355.265 0 0 0 291 49 N112 1232.469 -4894.214 446.44 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 26 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 292 49 N113 1533.249 5637.598 307.272 0 0 0 293 49 Totals:-780.286 1416.874 1351.77 294 49 COG (in):X: 429.567 Y: -32.316 Z: -0.152 295 50 N111 -2271.821 9318.853 266.352 0 0 0 296 50 N110 -2040.384 -8998.595 420.468 0 0 0 297 50 N112 2067.201 -8218.572 535.965 0 0 0 298 50 N113 2245.004 8596.838 338.212 0 0 0 299 50 Totals:-0.001 698.525 1560.996 300 50 COG (in):X: 429.567 Y: -32.316 Z: -0.152 301 51 N111 -1487.847 5828.001 229.108 0 0 0 302 51 N110 -1248.968 -5535.641 360.837 0 0 0 303 51 N112 1708.405 -6585.016 463.308 0 0 0 304 51 N113 1808.695 6991.182 298.502 0 0 0 305 51 Totals:780.284 698.525 1351.755 306 51 COG (in):X: 429.567 Y: -32.316 Z: -0.152 307 52 N111 -1000.213 3748.695 185.383 0 0 0 308 52 N110 -763.152 -3468.106 289.966 0 0 0 309 52 N112 1401.311 -5286.667 378.162 0 0 0 310 52 N113 1465.532 5704.603 250.185 0 0 0 311 52 Totals:1103.478 698.525 1103.696 312 52 COG (in):X: 429.567 Y: -32.316 Z: -0.152 313 53 N111 -535.71 1820.288 128.768 0 0 0 314 53 N110 -301.588 -1548.948 198.131 0 0 0 315 53 N112 1076.416 -3960.619 267.142 0 0 0 316 53 N113 1112.335 4387.804 186.379 0 0 0 317 53 Totals:1351.453 698.525 780.419 318 53 COG (in):X: 429.567 Y: -32.316 Z: -0.152 319 54 N111 258.716 -1359.189 -5.823 0 0 0 320 54 N110 480.48 1621.78 -20.844 0 0 0 321 54 N112 407.645 -1356.647 -2.405 0 0 0 322 54 N113 413.729 1792.582 29.059 0 0 0 323 54 Totals:1560.57 698.525 -0.012 324 54 COG (in):X: 429.567 Y: -32.316 Z: -0.152 325 55 N111 804.799 -3438.929 -136.109 0 0 0 326 55 N110 1001.932 3707.152 -234.857 0 0 0 327 55 N112 -233.447 1007.096 -275.81 0 0 0 328 55 N113 -221.83 -576.794 -133.636 0 0 0 329 55 Totals:1351.454 698.525 -780.412 330 55 COG (in):X: 429.567 Y: -32.316 Z: -0.152 331 56 N111 970.517 -4037.479 -187.871 0 0 0 332 56 N110 1150.605 4313.533 -321.208 0 0 0 333 56 N112 -521.627 2032.094 -391.101 0 0 0 334 56 N113 -496.016 -1609.623 -203.465 0 0 0 335 56 Totals:1103.479 698.525 -1103.645 336 56 COG (in):X: 429.567 Y: -32.316 Z: -0.152 337 57 N111 1061.855 -4341.369 -225.7 0 0 0 338 57 N110 1222.474 4627.955 -385.626 0 0 0 339 57 N112 -774.643 2912.2 -481.306 0 0 0 340 57 N113 -729.401 -2500.261 -259.016 0 0 0 341 57 Totals:780.285 698.525 -1351.648 342 57 COG (in):X: 429.567 Y: -32.316 Z: -0.152 343 58 N111 1029.844 -4118.767 -250.792 0 0 0 344 58 N110 1148.265 4431.576 -433.688 0 0 0 345 58 N112 -1136.148 4127.244 -563.558 0 0 0 346 58 N113 -1041.96 -3741.528 -312.747 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 27 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 347 58 Totals:0.001 698.525 -1560.786 348 58 COG (in):X: 429.567 Y: -32.316 Z: -0.152 349 59 N111 739.082 -2906.731 -206.168 0 0 0 350 59 N110 820.052 3246.785 -368.127 0 0 0 351 59 N112 -1241.62 4428.599 -498.729 0 0 0 352 59 N113 -1097.799 -4070.128 -278.612 0 0 0 353 59 Totals:-780.284 698.525 -1351.636 354 59 COG (in):X: 429.567 Y: -32.316 Z: -0.152 355 60 N111 512.833 -1990.992 -161.385 0 0 0 356 60 N110 580.487 2342.795 -297.726 0 0 0 357 60 N112 -1180.79 4183.161 -414.482 0 0 0 358 60 N113 -1016.009 -3836.438 -230.035 0 0 0 359 60 Totals:-1103.478 698.525 -1103.629 360 60 COG (in):X: 429.567 Y: -32.316 Z: -0.152 361 61 N111 242.513 -903.954 -105.584 0 0 0 362 61 N110 302.275 1265.176 -208.227 0 0 0 363 61 N112 -1038.941 3654.124 -302.324 0 0 0 364 61 N113 -857.301 -3316.822 -164.256 0 0 0 365 61 Totals:-1351.453 698.525 -780.391 366 61 COG (in):X: 429.567 Y: -32.316 Z: -0.152 367 62 N111 -398.22 1670.807 23.279 0 0 0 368 62 N110 -333.89 -1300.1 3.103 0 0 0 369 62 N112 -514.828 1734.12 -26.225 0 0 0 370 62 N113 -313.632 -1406.303 -0.148 0 0 0 371 62 Totals:-1560.57 698.525 0.009 372 62 COG (in):X: 429.567 Y: -32.316 Z: -0.152 373 63 N111 -1120.011 4595.782 146.92 0 0 0 374 63 N110 -1020.436 -4229.993 211.112 0 0 0 375 63 N112 292.528 -1267.617 254.31 0 0 0 376 63 N113 496.464 1600.353 168.098 0 0 0 377 63 Totals:-1351.454 698.525 780.44 378 63 COG (in):X: 429.567 Y: -32.316 Z: -0.152 379 64 N111 -1490.565 6114.575 196.922 0 0 0 380 64 N110 -1362.154 -5756.492 296.973 0 0 0 381 64 N112 773.938 -3103.226 371.315 0 0 0 382 64 N113 975.301 3443.669 238.505 0 0 0 383 64 Totals:-1103.48 698.525 1103.716 384 64 COG (in):X: 429.567 Y: -32.316 Z: -0.152 385 65 N111 -1851.574 7608.035 234.837 0 0 0 386 65 N110 -1688.188 -7260.609 363.145 0 0 0 387 65 N112 1280.891 -5080.795 461.164 0 0 0 388 65 N113 1478.586 5431.894 292.625 0 0 0 389 65 Totals:-780.286 698.525 1351.771 390 65 COG (in):X: 429.567 Y: -32.316 Z: -0.152 391 66 N111 -125.16 269.562 15.186 0 0 0 392 66 N110 120.911 278.384 -15.172 0 0 0 393 66 N112 -86.792 327.415 -24.896 0 0 0 394 66 N113 91.04 333.439 24.879 0 0 0 395 66 Totals:0 1208.8 -0.003 396 66 COG (in):X: 429.567 Y: -32.316 Z: -0.152 397 67 N111 -125.16 269.562 15.186 0 0 0 398 67 N110 120.911 278.384 -15.172 0 0 0 399 67 N112 -86.792 327.415 -24.896 0 0 0 400 67 N113 91.04 333.439 24.879 0 0 0 401 67 Totals:0 1208.8 -0.003 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 28 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 402 67 COG (in):X: 429.567 Y: -32.316 Z: -0.152 403 68 N111 -715.087 2634.609 124.845 0 0 0 404 68 N110 -450.401 -2085.164 162.948 0 0 0 405 68 N112 487.489 -1852.254 182.48 0 0 0 406 68 N113 677.999 2511.609 152.017 0 0 0 407 68 Totals:0 1208.8 622.289 408 68 COG (in):X: 429.567 Y: -32.316 Z: -0.152 409 69 N111 -588.873 2087.145 110.592 0 0 0 410 69 N110 -313.433 -1549.027 141.263 0 0 0 411 69 N112 499.302 -1860.841 161.901 0 0 0 412 69 N113 671.5 2531.523 140.521 0 0 0 413 69 Totals:268.496 1208.8 554.277 414 69 COG (in):X: 429.567 Y: -32.316 Z: -0.152 415 70 N111 -453.621 1529.003 91.81 0 0 0 416 70 N110 -176.967 -995.001 109.915 0 0 0 417 70 N112 419.39 -1541.699 123.99 0 0 0 418 70 N113 583.351 2216.496 119.294 0 0 0 419 70 Totals:372.153 1208.8 445.009 420 70 COG (in):X: 429.567 Y: -32.316 Z: -0.152 421 71 N111 -296.581 894.954 66.718 0 0 0 422 71 N110 -22.042 -362.092 68.018 0 0 0 423 71 N112 289.982 -1045.192 71.003 0 0 0 424 71 N113 449.44 1721.13 88.721 0 0 0 425 71 Totals:420.8 1208.8 294.46 426 71 COG (in):X: 429.567 Y: -32.316 Z: -0.152 427 72 N111 -29.91 -163.402 11.458 0 0 0 428 72 N110 238.546 696.492 -18.18 0 0 0 429 72 N112 43.701 -111.612 -21.921 0 0 0 430 72 N113 196.841 787.321 28.638 0 0 0 431 72 Totals:449.178 1208.8 -0.006 432 72 COG (in):X: 429.567 Y: -32.316 Z: -0.152 433 73 N111 225.831 -1167.883 -46.365 0 0 0 434 73 N110 487.229 1698.066 -108.012 0 0 0 435 73 N112 -200.96 807.724 -124.74 0 0 0 436 73 N113 -55.719 -129.107 -35.896 0 0 0 437 73 Totals:456.381 1208.8 -315.013 438 73 COG (in):X: 429.567 Y: -32.316 Z: -0.152 439 74 N111 322.945 -1538.532 -70.216 0 0 0 440 74 N110 578.262 2070.063 -147.653 0 0 0 441 74 N112 -329.936 1276.437 -176.95 0 0 0 442 74 N113 -182.41 -599.168 -66.899 0 0 0 443 74 Totals:388.861 1208.8 -461.718 444 74 COG (in):X: 429.567 Y: -32.316 Z: -0.152 445 75 N111 377.104 -1735.028 -86.531 0 0 0 446 75 N110 625.15 2270.347 -176.164 0 0 0 447 75 N112 -440.142 1667.567 -214.816 0 0 0 448 75 N113 -286.198 -994.087 -89.61 0 0 0 449 75 Totals:275.914 1208.8 -567.121 450 75 COG (in):X: 429.567 Y: -32.316 Z: -0.152 451 76 N111 344.422 -1571.378 -92.637 0 0 0 452 76 N110 578.374 2118.012 -188.27 0 0 0 453 76 N112 -546.863 2028.073 -221.847 0 0 0 454 76 N113 -375.933 -1365.908 -97.825 0 0 0 455 76 Totals:0 1208.8 -600.578 456 76 COG (in):X: 429.567 Y: -32.316 Z: -0.152 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 29 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 457 77 N111 255.136 -1189.704 -79.282 0 0 0 458 77 N110 476.718 1747.313 -169.51 0 0 0 459 77 N112 -593.241 2165.555 -210.834 0 0 0 460 77 N113 -405.048 -1514.364 -91.07 0 0 0 461 77 Totals:-266.435 1208.8 -550.697 462 77 COG (in):X: 429.567 Y: -32.316 Z: -0.152 463 78 N111 153.443 -778.675 -60.717 0 0 0 464 78 N110 371.842 1340.554 -139.157 0 0 0 465 78 N112 -546.954 1985.246 -175.508 0 0 0 466 78 N113 -351.865 -1338.325 -71.001 0 0 0 467 78 Totals:-373.533 1208.8 -446.382 468 78 COG (in):X: 429.567 Y: -32.316 Z: -0.152 469 79 N111 29.371 -283.461 -36.351 0 0 0 470 79 N110 247.356 847.491 -99.313 0 0 0 471 79 N112 -458.115 1653.76 -127.265 0 0 0 472 79 N113 -258.575 -1008.991 -42.598 0 0 0 473 79 Totals:-439.963 1208.8 -305.527 474 79 COG (in):X: 429.567 Y: -32.316 Z: -0.152 475 80 N111 -219.961 702.452 18.911 0 0 0 476 80 N110 3.853 -139.646 -12.173 0 0 0 477 80 N112 -217.862 766.473 -27.868 0 0 0 478 80 N113 -15.208 -120.48 21.13 0 0 0 479 80 Totals:-449.178 1208.8 0.001 480 80 COG (in):X: 429.567 Y: -32.316 Z: -0.152 481 81 N111 -485.833 1764.898 74.478 0 0 0 482 81 N110 -253.024 -1200.326 74.417 0 0 0 483 81 N112 45.766 -225.549 70.802 0 0 0 484 81 N113 255.873 869.777 84.249 0 0 0 485 81 Totals:-437.218 1208.8 303.946 486 81 COG (in):X: 429.567 Y: -32.316 Z: -0.152 487 82 N111 -613.064 2271.414 98.047 0 0 0 488 82 N110 -372.743 -1707.755 113.853 0 0 0 489 82 N112 199.583 -800.927 122.588 0 0 0 490 82 N113 409.635 1446.068 114.96 0 0 0 491 82 Totals:-376.589 1208.8 449.448 492 82 COG (in):X: 429.567 Y: -32.316 Z: -0.152 493 83 N111 -717.144 2681.429 116.123 0 0 0 494 83 N110 -467.826 -2120.585 146.016 0 0 0 495 83 N112 350.138 -1361.509 167.825 0 0 0 496 83 N113 556.857 2009.465 140.737 0 0 0 497 83 Totals:-277.975 1208.8 570.701 498 83 COG (in):X: 429.567 Y: -32.316 Z: -0.152 499 84 N111 -1548.213 6082.726 234.087 0 0 0 500 84 N110 -1250.383 -5531.761 342.13 0 0 0 501 84 N112 1290.495 -5024.064 389.899 0 0 0 502 84 N113 1508.101 5681.899 278.513 0 0 0 503 84 Totals:-0.001 1208.8 1244.629 504 84 COG (in):X: 429.567 Y: -32.316 Z: -0.152 505 85 N111 -1217.412 4622.484 207.006 0 0 0 506 85 N110 -902.848 -4094.308 299.92 0 0 0 507 85 N112 1240.3 -4736.42 347.254 0 0 0 508 85 N113 1416.951 5417.044 254.407 0 0 0 509 85 Totals:536.992 1208.8 1108.588 510 85 COG (in):X: 429.567 Y: -32.316 Z: -0.152 511 86 N111 -866.72 3150.133 169.551 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 30 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 512 86 N110 -554.466 -2630.191 236.845 0 0 0 513 86 N112 1005.013 -3770.9 271.452 0 0 0 514 86 N113 1160.479 4459.758 212.188 0 0 0 515 86 Totals:744.306 1208.8 890.036 516 86 COG (in):X: 429.567 Y: -32.316 Z: -0.152 517 87 N111 -496.864 1639.912 119.029 0 0 0 518 87 N110 -192.084 -1122.207 152.28 0 0 0 519 87 N112 693.728 -2545.912 165.97 0 0 0 520 87 N113 836.82 3237.007 151.649 0 0 0 521 87 Totals:841.599 1208.8 588.928 522 87 COG (in):X: 429.567 Y: -32.316 Z: -0.152 523 88 N111 65.787 -596.437 7.728 0 0 0 524 88 N110 356.757 1114.675 -21.198 0 0 0 525 88 N112 173.615 -550.609 -18.945 0 0 0 526 88 N113 302.196 1241.169 32.406 0 0 0 527 88 Totals:898.356 1208.8 -0.009 528 88 COG (in):X: 429.567 Y: -32.316 Z: -0.152 529 89 N111 557.454 -2510.009 -108.676 0 0 0 530 89 N110 835.531 3022.509 -201.513 0 0 0 531 89 N112 -296.991 1215.431 -223.791 0 0 0 532 89 N113 -183.232 -519.131 -96.039 0 0 0 533 89 Totals:912.763 1208.8 -630.019 534 89 COG (in):X: 429.567 Y: -32.316 Z: -0.152 535 90 N111 733.335 -3169.661 -156.577 0 0 0 536 90 N110 1000.28 3684.881 -280.826 0 0 0 537 90 N112 -537.59 2080.843 -328.03 0 0 0 538 90 N113 -418.304 -1387.264 -157.992 0 0 0 539 90 Totals:777.722 1208.8 -923.424 540 90 COG (in):X: 429.567 Y: -32.316 Z: -0.152 541 91 N111 826.448 -3497.929 -189.146 0 0 0 542 91 N110 1079.654 4020.72 -337.602 0 0 0 543 91 N112 -743.608 2801.251 -403.864 0 0 0 544 91 N113 -610.666 -2115.242 -203.615 0 0 0 545 91 Totals:551.829 1208.8 -1134.228 546 91 COG (in):X: 429.567 Y: -32.316 Z: -0.152 547 92 N111 756.207 -3157.691 -200.68 0 0 0 548 92 N110 981.377 3703.034 -360.991 0 0 0 549 92 N112 -952.445 3495.96 -418.701 0 0 0 550 92 N113 -785.139 -2832.503 -220.769 0 0 0 551 92 Totals:0 1208.8 -1201.141 552 92 COG (in):X: 429.567 Y: -32.316 Z: -0.152 553 93 N111 585.073 -2433.989 -173.26 0 0 0 554 93 N110 785.068 3001.211 -322.765 0 0 0 555 93 N112 -1052.311 3793.535 -397.455 0 0 0 556 93 N113 -850.699 -3151.957 -207.901 0 0 0 557 93 Totals:-532.87 1208.8 -1101.381 558 93 COG (in):X: 429.567 Y: -32.316 Z: -0.152 559 94 N111 397.151 -1680.772 -135.942 0 0 0 560 94 N110 589.931 2256.516 -262.037 0 0 0 561 94 N112 -974.381 3493.226 -326.97 0 0 0 562 94 N113 -759.767 -2860.17 -167.809 0 0 0 563 94 Totals:-747.066 1208.8 -892.757 564 94 COG (in):X: 429.567 Y: -32.316 Z: -0.152 565 95 N111 166.524 -765.719 -87.271 0 0 0 566 95 N110 357.518 1345.775 -182.609 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 31 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 567 95 N112 -813.25 2901.472 -230.366 0 0 0 568 95 N113 -590.717 -2272.728 -110.801 0 0 0 569 95 Totals:-879.925 1208.8 -611.048 570 95 COG (in):X: 429.567 Y: -32.316 Z: -0.152 571 96 N111 -314.314 1135.265 22.635 0 0 0 572 96 N110 -112.629 -557.594 -9.183 0 0 0 573 96 N112 -349.51 1205.565 -30.838 0 0 0 574 96 N113 -121.903 -574.436 17.39 0 0 0 575 96 Totals:-898.356 1208.8 0.004 576 96 COG (in):X: 429.567 Y: -32.316 Z: -0.152 577 97 N111 -879.235 3418.358 132.802 0 0 0 578 97 N110 -657.506 -2837.065 163.18 0 0 0 579 97 N112 209.018 -903.26 167.503 0 0 0 580 97 N113 453.287 1530.767 144.417 0 0 0 581 97 Totals:-874.437 1208.8 607.902 582 97 COG (in):X: 429.567 Y: -32.316 Z: -0.152 583 98 N111 -1190.079 4686.82 179.433 0 0 0 584 98 N110 -949.958 -4107.302 241.861 0 0 0 585 98 N112 569.754 -2278.316 271.543 0 0 0 586 98 N113 817.105 2907.598 206.077 0 0 0 587 98 Totals:-753.178 1208.8 898.914 588 98 COG (in):X: 429.567 Y: -32.316 Z: -0.152 589 99 N111 -1491.119 5921.763 215.324 0 0 0 590 99 N110 -1227.486 -5347.851 306.449 0 0 0 591 99 N112 958.274 -3776.308 362.171 0 0 0 592 99 N113 1204.38 4411.195 257.499 0 0 0 593 99 Totals:-555.951 1208.8 1141.443 594 99 COG (in):X: 429.567 Y: -32.316 Z: -0.152 595 100 N111 -125.16 269.562 15.186 0 0 0 596 100 N110 120.911 278.384 -15.172 0 0 0 597 100 N112 -86.792 327.415 -24.896 0 0 0 598 100 N113 91.04 333.439 24.879 0 0 0 599 100 Totals:0 1208.8 -0.003 600 100 COG (in):X: 429.567 Y: -32.316 Z: -0.152 601 101 N111 -125.16 269.562 15.186 0 0 0 602 101 N110 120.911 278.384 -15.172 0 0 0 603 101 N112 -86.792 327.415 -24.896 0 0 0 604 101 N113 91.04 333.439 24.879 0 0 0 605 101 Totals:0 1208.8 -0.003 606 101 COG (in):X: 429.567 Y: -32.316 Z: -0.152 607 102 N111 -715.087 2634.609 124.845 0 0 0 608 102 N110 -450.401 -2085.164 162.948 0 0 0 609 102 N112 487.489 -1852.254 182.48 0 0 0 610 102 N113 677.999 2511.609 152.017 0 0 0 611 102 Totals:0 1208.8 622.289 612 102 COG (in):X: 429.567 Y: -32.316 Z: -0.152 613 103 N111 -588.873 2087.145 110.592 0 0 0 614 103 N110 -313.433 -1549.027 141.263 0 0 0 615 103 N112 499.302 -1860.841 161.901 0 0 0 616 103 N113 671.5 2531.523 140.521 0 0 0 617 103 Totals:268.496 1208.8 554.277 618 103 COG (in):X: 429.567 Y: -32.316 Z: -0.152 619 104 N111 -453.621 1529.003 91.81 0 0 0 620 104 N110 -176.967 -995.001 109.915 0 0 0 621 104 N112 419.39 -1541.699 123.99 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 32 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 622 104 N113 583.351 2216.496 119.294 0 0 0 623 104 Totals:372.153 1208.8 445.009 624 104 COG (in):X: 429.567 Y: -32.316 Z: -0.152 625 105 N111 -296.581 894.954 66.718 0 0 0 626 105 N110 -22.042 -362.092 68.018 0 0 0 627 105 N112 289.982 -1045.192 71.003 0 0 0 628 105 N113 449.44 1721.13 88.721 0 0 0 629 105 Totals:420.8 1208.8 294.46 630 105 COG (in):X: 429.567 Y: -32.316 Z: -0.152 631 106 N111 -29.91 -163.402 11.458 0 0 0 632 106 N110 238.546 696.492 -18.18 0 0 0 633 106 N112 43.701 -111.612 -21.921 0 0 0 634 106 N113 196.841 787.321 28.638 0 0 0 635 106 Totals:449.178 1208.8 -0.006 636 106 COG (in):X: 429.567 Y: -32.316 Z: -0.152 637 107 N111 225.831 -1167.883 -46.365 0 0 0 638 107 N110 487.229 1698.066 -108.012 0 0 0 639 107 N112 -200.96 807.724 -124.74 0 0 0 640 107 N113 -55.719 -129.107 -35.896 0 0 0 641 107 Totals:456.381 1208.8 -315.013 642 107 COG (in):X: 429.567 Y: -32.316 Z: -0.152 643 108 N111 322.945 -1538.532 -70.216 0 0 0 644 108 N110 578.262 2070.063 -147.653 0 0 0 645 108 N112 -329.936 1276.437 -176.95 0 0 0 646 108 N113 -182.41 -599.168 -66.899 0 0 0 647 108 Totals:388.861 1208.8 -461.718 648 108 COG (in):X: 429.567 Y: -32.316 Z: -0.152 649 109 N111 377.104 -1735.028 -86.531 0 0 0 650 109 N110 625.15 2270.347 -176.164 0 0 0 651 109 N112 -440.142 1667.567 -214.816 0 0 0 652 109 N113 -286.198 -994.087 -89.61 0 0 0 653 109 Totals:275.914 1208.8 -567.121 654 109 COG (in):X: 429.567 Y: -32.316 Z: -0.152 655 110 N111 344.422 -1571.378 -92.637 0 0 0 656 110 N110 578.374 2118.012 -188.27 0 0 0 657 110 N112 -546.863 2028.073 -221.847 0 0 0 658 110 N113 -375.933 -1365.908 -97.825 0 0 0 659 110 Totals:0 1208.8 -600.578 660 110 COG (in):X: 429.567 Y: -32.316 Z: -0.152 661 111 N111 255.136 -1189.704 -79.282 0 0 0 662 111 N110 476.718 1747.313 -169.51 0 0 0 663 111 N112 -593.241 2165.555 -210.834 0 0 0 664 111 N113 -405.048 -1514.364 -91.07 0 0 0 665 111 Totals:-266.435 1208.8 -550.697 666 111 COG (in):X: 429.567 Y: -32.316 Z: -0.152 667 112 N111 153.443 -778.675 -60.717 0 0 0 668 112 N110 371.842 1340.554 -139.157 0 0 0 669 112 N112 -546.954 1985.246 -175.508 0 0 0 670 112 N113 -351.865 -1338.325 -71.001 0 0 0 671 112 Totals:-373.533 1208.8 -446.382 672 112 COG (in):X: 429.567 Y: -32.316 Z: -0.152 673 113 N111 29.371 -283.461 -36.351 0 0 0 674 113 N110 247.356 847.491 -99.313 0 0 0 675 113 N112 -458.115 1653.76 -127.265 0 0 0 676 113 N113 -258.575 -1008.991 -42.598 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 33 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 677 113 Totals:-439.963 1208.8 -305.527 678 113 COG (in):X: 429.567 Y: -32.316 Z: -0.152 679 114 N111 -219.961 702.452 18.911 0 0 0 680 114 N110 3.853 -139.646 -12.173 0 0 0 681 114 N112 -217.862 766.473 -27.868 0 0 0 682 114 N113 -15.208 -120.48 21.13 0 0 0 683 114 Totals:-449.178 1208.8 0.001 684 114 COG (in):X: 429.567 Y: -32.316 Z: -0.152 685 115 N111 -485.833 1764.898 74.478 0 0 0 686 115 N110 -253.024 -1200.326 74.417 0 0 0 687 115 N112 45.766 -225.549 70.802 0 0 0 688 115 N113 255.873 869.777 84.249 0 0 0 689 115 Totals:-437.218 1208.8 303.946 690 115 COG (in):X: 429.567 Y: -32.316 Z: -0.152 691 116 N111 -613.064 2271.414 98.047 0 0 0 692 116 N110 -372.743 -1707.755 113.853 0 0 0 693 116 N112 199.583 -800.927 122.588 0 0 0 694 116 N113 409.635 1446.068 114.96 0 0 0 695 116 Totals:-376.589 1208.8 449.448 696 116 COG (in):X: 429.567 Y: -32.316 Z: -0.152 697 117 N111 -717.144 2681.429 116.123 0 0 0 698 117 N110 -467.826 -2120.585 146.016 0 0 0 699 117 N112 350.138 -1361.509 167.825 0 0 0 700 117 N113 556.857 2009.465 140.737 0 0 0 701 117 Totals:-277.975 1208.8 570.701 702 117 COG (in):X: 429.567 Y: -32.316 Z: -0.152 703 118 N111 -1548.213 6082.726 234.087 0 0 0 704 118 N110 -1250.383 -5531.761 342.13 0 0 0 705 118 N112 1290.495 -5024.064 389.899 0 0 0 706 118 N113 1508.101 5681.899 278.513 0 0 0 707 118 Totals:-0.001 1208.8 1244.629 708 118 COG (in):X: 429.567 Y: -32.316 Z: -0.152 709 119 N111 -1217.412 4622.484 207.006 0 0 0 710 119 N110 -902.848 -4094.308 299.92 0 0 0 711 119 N112 1240.3 -4736.42 347.254 0 0 0 712 119 N113 1416.951 5417.044 254.407 0 0 0 713 119 Totals:536.992 1208.8 1108.588 714 119 COG (in):X: 429.567 Y: -32.316 Z: -0.152 715 120 N111 -866.72 3150.133 169.551 0 0 0 716 120 N110 -554.466 -2630.191 236.845 0 0 0 717 120 N112 1005.013 -3770.9 271.452 0 0 0 718 120 N113 1160.479 4459.758 212.188 0 0 0 719 120 Totals:744.306 1208.8 890.036 720 120 COG (in):X: 429.567 Y: -32.316 Z: -0.152 721 121 N111 -496.864 1639.912 119.029 0 0 0 722 121 N110 -192.084 -1122.207 152.28 0 0 0 723 121 N112 693.728 -2545.912 165.97 0 0 0 724 121 N113 836.82 3237.007 151.649 0 0 0 725 121 Totals:841.599 1208.8 588.928 726 121 COG (in):X: 429.567 Y: -32.316 Z: -0.152 727 122 N111 65.787 -596.437 7.728 0 0 0 728 122 N110 356.757 1114.675 -21.198 0 0 0 729 122 N112 173.615 -550.609 -18.945 0 0 0 730 122 N113 302.196 1241.169 32.406 0 0 0 731 122 Totals:898.356 1208.8 -0.009 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 34 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 732 122 COG (in):X: 429.567 Y: -32.316 Z: -0.152 733 123 N111 557.454 -2510.009 -108.676 0 0 0 734 123 N110 835.531 3022.509 -201.513 0 0 0 735 123 N112 -296.991 1215.431 -223.791 0 0 0 736 123 N113 -183.232 -519.131 -96.039 0 0 0 737 123 Totals:912.763 1208.8 -630.019 738 123 COG (in):X: 429.567 Y: -32.316 Z: -0.152 739 124 N111 733.335 -3169.661 -156.577 0 0 0 740 124 N110 1000.28 3684.881 -280.826 0 0 0 741 124 N112 -537.59 2080.843 -328.03 0 0 0 742 124 N113 -418.304 -1387.264 -157.992 0 0 0 743 124 Totals:777.722 1208.8 -923.424 744 124 COG (in):X: 429.567 Y: -32.316 Z: -0.152 745 125 N111 826.448 -3497.929 -189.146 0 0 0 746 125 N110 1079.654 4020.72 -337.602 0 0 0 747 125 N112 -743.608 2801.251 -403.864 0 0 0 748 125 N113 -610.666 -2115.242 -203.615 0 0 0 749 125 Totals:551.829 1208.8 -1134.228 750 125 COG (in):X: 429.567 Y: -32.316 Z: -0.152 751 126 N111 756.207 -3157.691 -200.68 0 0 0 752 126 N110 981.377 3703.034 -360.991 0 0 0 753 126 N112 -952.445 3495.96 -418.701 0 0 0 754 126 N113 -785.139 -2832.503 -220.769 0 0 0 755 126 Totals:0 1208.8 -1201.141 756 126 COG (in):X: 429.567 Y: -32.316 Z: -0.152 757 127 N111 585.073 -2433.989 -173.26 0 0 0 758 127 N110 785.068 3001.211 -322.765 0 0 0 759 127 N112 -1052.311 3793.535 -397.455 0 0 0 760 127 N113 -850.699 -3151.957 -207.901 0 0 0 761 127 Totals:-532.87 1208.8 -1101.381 762 127 COG (in):X: 429.567 Y: -32.316 Z: -0.152 763 128 N111 397.151 -1680.772 -135.942 0 0 0 764 128 N110 589.931 2256.516 -262.037 0 0 0 765 128 N112 -974.381 3493.226 -326.97 0 0 0 766 128 N113 -759.767 -2860.17 -167.809 0 0 0 767 128 Totals:-747.066 1208.8 -892.757 768 128 COG (in):X: 429.567 Y: -32.316 Z: -0.152 769 129 N111 166.524 -765.719 -87.271 0 0 0 770 129 N110 357.518 1345.775 -182.609 0 0 0 771 129 N112 -813.25 2901.472 -230.366 0 0 0 772 129 N113 -590.717 -2272.728 -110.801 0 0 0 773 129 Totals:-879.925 1208.8 -611.048 774 129 COG (in):X: 429.567 Y: -32.316 Z: -0.152 775 130 N111 -314.314 1135.265 22.635 0 0 0 776 130 N110 -112.629 -557.594 -9.183 0 0 0 777 130 N112 -349.51 1205.565 -30.838 0 0 0 778 130 N113 -121.903 -574.436 17.39 0 0 0 779 130 Totals:-898.356 1208.8 0.004 780 130 COG (in):X: 429.567 Y: -32.316 Z: -0.152 781 131 N111 -879.235 3418.358 132.802 0 0 0 782 131 N110 -657.506 -2837.065 163.18 0 0 0 783 131 N112 209.018 -903.26 167.503 0 0 0 784 131 N113 453.287 1530.767 144.417 0 0 0 785 131 Totals:-874.437 1208.8 607.902 786 131 COG (in):X: 429.567 Y: -32.316 Z: -0.152 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 35 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 787 132 N111 -1190.079 4686.82 179.433 0 0 0 788 132 N110 -949.958 -4107.302 241.861 0 0 0 789 132 N112 569.754 -2278.316 271.543 0 0 0 790 132 N113 817.105 2907.598 206.077 0 0 0 791 132 Totals:-753.178 1208.8 898.914 792 132 COG (in):X: 429.567 Y: -32.316 Z: -0.152 793 133 N111 -1491.119 5921.763 215.324 0 0 0 794 133 N110 -1227.486 -5347.851 306.449 0 0 0 795 133 N112 958.274 -3776.308 362.171 0 0 0 796 133 N113 1204.38 4411.195 257.499 0 0 0 797 133 Totals:-555.951 1208.8 1141.443 798 133 COG (in):X: 429.567 Y: -32.316 Z: -0.152 799 134 N111 -236.982 698.259 36.299 0 0 0 800 134 N110 21.211 -143.159 21.076 0 0 0 801 134 N112 -70.247 309.016 15.776 0 0 0 802 134 N113 286.017 1094.685 50.96 0 0 0 803 134 Totals:0 1958.8 124.11 804 134 COG (in):X: 405.667 Y: -31.621 Z: -1.243 805 135 N111 -214.23 600.693 33.372 0 0 0 806 135 N110 46.255 -47.842 16.675 0 0 0 807 135 N112 -65.597 298.389 11.752 0 0 0 808 135 N113 287.122 1107.559 48.747 0 0 0 809 135 Totals:53.55 1958.8 110.546 810 135 COG (in):X: 405.667 Y: -31.621 Z: -1.243 811 136 N111 -190.432 503.478 29.613 0 0 0 812 136 N110 70.483 48.554 10.431 0 0 0 813 136 N112 -78.555 349.263 4.185 0 0 0 814 136 N113 272.728 1057.505 44.524 0 0 0 815 136 Totals:74.224 1958.8 88.753 816 136 COG (in):X: 405.667 Y: -31.621 Z: -1.243 817 137 N111 -161.984 389.423 24.627 0 0 0 818 137 N110 98.682 162.379 2.116 0 0 0 819 137 N112 -101.687 436.415 -6.429 0 0 0 820 137 N113 248.916 970.582 38.413 0 0 0 821 137 Totals:83.927 1958.8 58.728 822 137 COG (in):X: 405.667 Y: -31.621 Z: -1.243 823 138 N111 -110.724 186.106 13.664 0 0 0 824 138 N110 148.849 365.735 -15.002 0 0 0 825 138 N112 -149.051 614.2 -25.065 0 0 0 826 138 N113 200.514 792.759 26.4 0 0 0 827 138 Totals:89.587 1958.8 -0.002 828 138 COG (in):X: 405.667 Y: -31.621 Z: -1.243 829 139 N111 -57.888 -23.063 2.2 0 0 0 830 139 N110 200.179 574.317 -32.866 0 0 0 831 139 N112 -199.635 804.342 -45.679 0 0 0 832 139 N113 148.367 603.204 13.515 0 0 0 833 139 Totals:91.023 1958.8 -62.829 834 139 COG (in):X: 405.667 Y: -31.621 Z: -1.243 835 140 N111 -36.628 -105.461 -2.536 0 0 0 836 140 N110 220.126 656.98 -40.77 0 0 0 837 140 N112 -227.178 905.284 -56.129 0 0 0 838 140 N113 121.237 501.997 7.346 0 0 0 839 140 Totals:77.557 1958.8 -92.089 840 140 COG (in):X: 405.667 Y: -31.621 Z: -1.243 841 141 N111 -24.147 -151.903 -5.793 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 36 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 842 141 N110 231.071 704.177 -46.479 0 0 0 843 141 N112 -250.772 990.131 -63.687 0 0 0 844 141 N113 98.878 416.396 2.847 0 0 0 845 141 Totals:55.03 1958.8 -113.112 846 141 COG (in):X: 405.667 Y: -31.621 Z: -1.243 847 142 N111 -30.102 -120.974 -7.072 0 0 0 848 142 N110 222.288 675.508 -48.969 0 0 0 849 142 N112 -272.614 1064.931 -65.018 0 0 0 850 142 N113 80.428 339.335 1.275 0 0 0 851 142 Totals:0 1958.8 -119.785 852 142 COG (in):X: 405.667 Y: -31.621 Z: -1.243 853 143 N111 -48.752 -40.488 -4.474 0 0 0 854 143 N110 201.222 597.215 -45.29 0 0 0 855 143 N112 -281.073 1089.612 -62.745 0 0 0 856 143 N113 75.463 312.461 2.673 0 0 0 857 143 Totals:-53.139 1958.8 -109.836 858 143 COG (in):X: 405.667 Y: -31.621 Z: -1.243 859 144 N111 -70.73 49.043 -0.787 0 0 0 860 144 N110 178.701 508.536 -39.235 0 0 0 861 144 N112 -270.226 1046.943 -55.672 0 0 0 862 144 N113 87.755 354.278 6.664 0 0 0 863 144 Totals:-74.5 1958.8 -89.031 864 144 COG (in):X: 405.667 Y: -31.621 Z: -1.243 865 145 N111 -97.266 155.552 4.078 0 0 0 866 145 N110 152.176 402.455 -31.261 0 0 0 867 145 N112 -250.795 973.495 -46.044 0 0 0 868 145 N113 108.136 427.297 12.29 0 0 0 869 145 Totals:-87.749 1958.8 -60.937 870 145 COG (in):X: 405.667 Y: -31.621 Z: -1.243 871 146 N111 -148.629 358.769 15.15 0 0 0 872 146 N110 102.05 198.99 -13.804 0 0 0 873 146 N112 -201.281 789.297 -26.245 0 0 0 874 146 N113 158.274 611.744 24.898 0 0 0 875 146 Totals:-89.587 1958.8 -0.001 876 146 COG (in):X: 405.667 Y: -31.621 Z: -1.243 877 147 N111 -199.512 560.452 26.298 0 0 0 878 147 N110 52.815 -2.346 3.528 0 0 0 879 147 N112 -150.665 599.412 -6.599 0 0 0 880 147 N113 210.161 801.282 37.393 0 0 0 881 147 Totals:-87.201 1958.8 60.62 882 147 COG (in):X: 405.667 Y: -31.621 Z: -1.243 883 148 N111 -222.039 648.648 31.026 0 0 0 884 148 N110 31.611 -90.726 11.403 0 0 0 885 148 N112 -122.64 495.926 3.722 0 0 0 886 148 N113 237.959 904.952 43.487 0 0 0 887 148 Totals:-75.109 1958.8 89.639 888 148 COG (in):X: 405.667 Y: -31.621 Z: -1.243 889 149 N111 -239.236 714.71 34.637 0 0 0 890 149 N110 15.995 -157.349 17.8 0 0 0 891 149 N112 -95.938 398.529 12.759 0 0 0 892 149 N113 263.738 1002.909 48.626 0 0 0 893 149 Totals:-55.441 1958.8 113.821 894 149 COG (in):X: 405.667 Y: -31.621 Z: -1.243 895 150 N111 -329.684 835.551 53.961 0 0 0 896 150 N110 111.514 4.37 3.438 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 37 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 897 150 N112 -50.045 163.292 -19.205 0 0 0 898 150 N113 268.215 955.58 85.904 0 0 0 899 150 Totals:0 1958.793 124.098 900 150 COG (in):X: 425.194 Y: -31.621 Z: 1.055 901 151 N111 -306.931 737.961 51.05 0 0 0 902 151 N110 136.583 99.738 -0.984 0 0 0 903 151 N112 -45.418 152.699 -23.21 0 0 0 904 151 N113 269.316 968.395 83.678 0 0 0 905 151 Totals:53.55 1958.793 110.534 906 151 COG (in):X: 425.194 Y: -31.621 Z: 1.055 907 152 N111 -283.106 640.661 47.319 0 0 0 908 152 N110 160.831 196.218 -7.262 0 0 0 909 152 N112 -58.403 203.665 -30.744 0 0 0 910 152 N113 254.902 918.248 79.428 0 0 0 911 152 Totals:74.224 1958.793 88.741 912 152 COG (in):X: 425.194 Y: -31.621 Z: 1.055 913 153 N111 -254.611 526.476 42.371 0 0 0 914 153 N110 189.052 310.162 -15.624 0 0 0 915 153 N112 -81.573 290.96 -41.31 0 0 0 916 153 N113 231.059 831.195 73.278 0 0 0 917 153 Totals:83.927 1958.793 58.715 918 153 COG (in):X: 425.194 Y: -31.621 Z: 1.055 919 154 N111 -203.274 322.965 31.485 0 0 0 920 154 N110 239.242 513.682 -32.833 0 0 0 921 154 N112 -128.99 468.961 -59.856 0 0 0 922 154 N113 182.609 653.185 61.19 0 0 0 923 154 Totals:89.587 1958.793 -0.014 924 154 COG (in):X: 425.194 Y: -31.621 Z: 1.055 925 155 N111 -150.361 113.623 20.101 0 0 0 926 155 N110 290.586 722.406 -50.791 0 0 0 927 155 N112 -179.621 659.301 -80.377 0 0 0 928 155 N113 130.418 463.463 48.226 0 0 0 929 155 Totals:91.023 1958.793 -62.842 930 155 COG (in):X: 425.194 Y: -31.621 Z: 1.055 931 156 N111 -129.058 31.127 15.4 0 0 0 932 156 N110 310.538 805.145 -58.738 0 0 0 933 156 N112 -207.186 760.352 -90.783 0 0 0 934 156 N113 103.263 362.169 42.019 0 0 0 935 156 Totals:77.557 1958.793 -92.102 936 156 COG (in):X: 425.194 Y: -31.621 Z: 1.055 937 157 N111 -116.542 -15.395 12.169 0 0 0 938 157 N110 321.484 852.399 -64.478 0 0 0 939 157 N112 -230.795 845.285 -98.309 0 0 0 940 157 N113 80.883 276.505 37.494 0 0 0 941 157 Totals:55.03 1958.793 -113.124 942 157 COG (in):X: 425.194 Y: -31.621 Z: 1.055 943 158 N111 -122.47 15.49 10.901 0 0 0 944 158 N110 312.683 823.739 -66.979 0 0 0 945 158 N112 -252.633 920.127 -99.629 0 0 0 946 158 N113 62.42 199.438 35.91 0 0 0 947 158 Totals:0 1958.793 -119.797 948 158 COG (in):X: 425.194 Y: -31.621 Z: 1.055 949 159 N111 -141.109 95.961 13.49 0 0 0 950 159 N110 291.6 745.432 -63.287 0 0 0 951 159 N112 -261.08 944.815 -97.367 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 38 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 952 159 N113 57.449 172.585 37.316 0 0 0 953 159 Totals:-53.139 1958.793 -109.849 954 159 COG (in):X: 425.194 Y: -31.621 Z: 1.055 955 160 N111 -163.109 185.563 17.151 0 0 0 956 160 N110 269.061 656.681 -57.201 0 0 0 957 160 N112 -250.208 902.067 -90.324 0 0 0 958 160 N113 69.757 214.483 41.331 0 0 0 959 160 Totals:-74.5 1958.793 -89.043 960 160 COG (in):X: 425.194 Y: -31.621 Z: 1.055 961 161 N111 -189.681 292.166 21.982 0 0 0 962 161 N110 242.519 550.513 -49.184 0 0 0 963 161 N112 -230.748 828.513 -80.738 0 0 0 964 161 N113 90.161 287.601 46.991 0 0 0 965 161 Totals:-87.749 1958.793 -60.95 966 161 COG (in):X: 425.194 Y: -31.621 Z: 1.055 967 162 N111 -241.124 495.581 32.976 0 0 0 968 162 N110 192.371 346.882 -31.635 0 0 0 969 162 N112 -181.181 644.094 -61.03 0 0 0 970 162 N113 140.348 472.236 59.676 0 0 0 971 162 Totals:-89.587 1958.793 -0.013 972 162 COG (in):X: 425.194 Y: -31.621 Z: 1.055 973 163 N111 -292.084 697.443 44.046 0 0 0 974 163 N110 143.121 145.401 -14.21 0 0 0 975 163 N112 -130.518 454.007 -41.477 0 0 0 976 163 N113 192.28 661.943 72.249 0 0 0 977 163 Totals:-87.201 1958.793 60.607 978 163 COG (in):X: 425.194 Y: -31.621 Z: 1.055 979 164 N111 -314.658 785.754 48.736 0 0 0 980 164 N110 121.908 56.927 -6.29 0 0 0 981 164 N112 -102.466 350.397 -31.201 0 0 0 982 164 N113 220.107 765.716 78.382 0 0 0 983 164 Totals:-75.109 1958.793 89.627 984 164 COG (in):X: 425.194 Y: -31.621 Z: 1.055 985 165 N111 -331.898 851.917 52.317 0 0 0 986 165 N110 106.287 -9.773 0.144 0 0 0 987 165 N112 -75.742 252.89 -22.203 0 0 0 988 165 N113 245.913 863.759 83.552 0 0 0 989 165 Totals:-55.441 1958.793 113.81 990 165 COG (in):X: 425.194 Y: -31.621 Z: 1.055 991 166 N111 -349.437 915.583 32.082 0 0 0 992 166 N110 127.909 73.918 25.445 0 0 0 993 166 N112 -23.535 79.688 11.512 0 0 0 994 166 N113 245.064 889.603 55.077 0 0 0 995 166 Totals:0 1958.791 124.115 996 166 COG (in):X: 436.106 Y: -31.621 Z: -1.243 997 167 N111 -326.67 817.94 29.169 0 0 0 998 167 N110 152.988 169.337 21.03 0 0 0 999 167 N112 -18.925 69.138 7.496 0 0 0 1000 167 N113 246.157 902.376 52.857 0 0 0 1001 167 Totals:53.55 1958.792 110.551 1002 167 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1003 168 N111 -302.826 720.57 25.431 0 0 0 1004 168 N110 177.249 265.884 14.764 0 0 0 1005 168 N112 -31.929 120.17 -0.055 0 0 0 1006 168 N113 231.73 852.167 48.618 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 39 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 1007 168 Totals:74.224 1958.792 88.759 1008 168 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1009 169 N111 -274.31 606.301 20.475 0 0 0 1010 169 N110 205.486 379.905 6.417 0 0 0 1011 169 N112 -55.12 207.545 -10.644 0 0 0 1012 169 N113 207.871 765.04 42.485 0 0 0 1013 169 Totals:83.927 1958.792 58.733 1014 169 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1015 170 N111 -222.936 402.643 9.572 0 0 0 1016 170 N110 255.703 583.561 -10.767 0 0 0 1017 170 N112 -102.573 385.69 -29.231 0 0 0 1018 170 N113 159.392 586.898 30.429 0 0 0 1019 170 Totals:89.587 1958.792 0.003 1020 170 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1021 171 N111 -169.977 193.124 -1.829 0 0 0 1022 171 N110 307.082 792.45 -28.7 0 0 0 1023 171 N112 -153.247 576.202 -49.793 0 0 0 1024 171 N113 107.165 397.015 17.498 0 0 0 1025 171 Totals:91.023 1958.792 -62.824 1026 171 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1027 172 N111 -148.653 110.542 -6.538 0 0 0 1028 172 N110 327.05 875.268 -36.634 0 0 0 1029 172 N112 -180.831 677.337 -60.219 0 0 0 1030 172 N113 79.991 295.644 11.306 0 0 0 1031 172 Totals:77.557 1958.792 -92.084 1032 172 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1033 173 N111 -136.127 63.985 -9.775 0 0 0 1034 173 N110 338.001 922.551 -42.365 0 0 0 1035 173 N112 -204.448 762.309 -67.759 0 0 0 1036 173 N113 57.604 209.946 6.792 0 0 0 1037 173 Totals:55.03 1958.792 -113.107 1038 173 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1039 174 N111 -142.059 94.879 -11.045 0 0 0 1040 174 N110 329.199 893.88 -44.865 0 0 0 1041 174 N112 -226.279 837.151 -69.083 0 0 0 1042 174 N113 39.139 132.882 5.213 0 0 0 1043 174 Totals:0 1958.792 -119.78 1044 174 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1045 175 N111 -160.707 175.381 -8.456 0 0 0 1046 175 N110 308.109 815.542 -41.177 0 0 0 1047 175 N112 -234.714 861.815 -66.813 0 0 0 1048 175 N113 34.172 106.054 6.616 0 0 0 1049 175 Totals:-53.139 1958.792 -109.831 1050 175 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1051 176 N111 -182.723 265.041 -4.79 0 0 0 1052 176 N110 285.558 726.736 -35.101 0 0 0 1053 176 N112 -223.826 819.013 -59.756 0 0 0 1054 176 N113 46.491 148.002 10.621 0 0 0 1055 176 Totals:-74.5 1958.792 -89.026 1056 176 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1057 177 N111 -209.313 371.718 0.049 0 0 0 1058 177 N110 259.003 620.499 -27.098 0 0 0 1059 177 N112 -204.347 745.39 -50.15 0 0 0 1060 177 N113 66.909 221.185 16.266 0 0 0 1061 177 Totals:-87.749 1958.792 -60.932 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 40 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 1062 177 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1063 178 N111 -260.793 575.273 11.06 0 0 0 1064 178 N110 208.829 416.741 -9.574 0 0 0 1065 178 N112 -154.746 560.833 -30.401 0 0 0 1066 178 N113 117.123 405.945 28.92 0 0 0 1067 178 Totals:-89.587 1958.792 0.004 1068 178 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1069 179 N111 -311.797 777.31 22.146 0 0 0 1070 179 N110 159.545 215.096 7.826 0 0 0 1071 179 N112 -104.04 370.576 -10.807 0 0 0 1072 179 N113 169.09 595.81 41.46 0 0 0 1073 179 Totals:-87.202 1958.792 60.625 1074 179 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1075 180 N111 -334.39 865.696 26.845 0 0 0 1076 180 N110 138.319 126.554 15.732 0 0 0 1077 180 N112 -75.972 266.89 -0.51 0 0 0 1078 180 N113 196.934 699.651 47.577 0 0 0 1079 180 Totals:-75.109 1958.792 89.644 1080 180 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1081 181 N111 -351.653 931.953 30.433 0 0 0 1082 181 N110 122.68 59.766 22.154 0 0 0 1083 181 N112 -49.227 169.292 8.506 0 0 0 1084 181 N113 222.759 797.78 52.734 0 0 0 1085 181 Totals:-55.441 1958.791 113.827 1086 181 COG (in):X: 436.106 Y: -31.621 Z: -1.243 1087 182 N111 -365.316 1040.371 37.84 0 0 0 1088 182 N110 147.002 210.196 19.599 0 0 0 1089 182 N112 8.333 -45.631 17.322 0 0 0 1090 182 N113 209.981 753.864 49.351 0 0 0 1091 182 Totals:0 1958.799 124.112 1092 182 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1093 183 N111 -342.573 942.789 34.925 0 0 0 1094 183 N110 172.076 305.53 15.186 0 0 0 1095 183 N112 12.96 -56.235 13.305 0 0 0 1096 183 N113 211.088 766.715 47.132 0 0 0 1097 183 Totals:53.55 1958.799 110.548 1098 183 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1099 184 N111 -318.778 845.544 31.182 0 0 0 1100 184 N110 196.327 401.951 8.928 0 0 0 1101 184 N112 -0.005 -5.32 5.746 0 0 0 1102 184 N113 196.68 716.625 42.898 0 0 0 1103 184 Totals:74.224 1958.799 88.755 1104 184 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1105 185 N111 -290.328 731.44 26.217 0 0 0 1106 185 N110 224.552 515.814 0.594 0 0 0 1107 185 N112 -23.14 81.896 -4.855 0 0 0 1108 185 N113 172.843 629.649 36.773 0 0 0 1109 185 Totals:83.927 1958.799 58.73 1110 185 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1111 186 N111 -239.068 528.05 15.3 0 0 0 1112 186 N110 274.759 719.222 -16.568 0 0 0 1113 186 N112 -70.499 259.78 -23.467 0 0 0 1114 186 N113 124.395 451.747 24.735 0 0 0 1115 186 Totals:89.587 1958.799 0 1116 186 COG (in):X: 456.208 Y: -31.621 Z: -1.243 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 41 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 1117 187 N111 -186.229 318.805 3.883 0 0 0 1118 187 N110 326.129 927.855 -34.477 0 0 0 1119 187 N112 -121.076 450.027 -44.055 0 0 0 1120 187 N113 72.199 262.113 11.821 0 0 0 1121 187 Totals:91.023 1958.799 -62.828 1122 187 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1123 188 N111 -164.965 236.369 -0.833 0 0 0 1124 188 N110 346.09 1010.544 -42.4 0 0 0 1125 188 N112 -148.61 551.021 -54.492 0 0 0 1126 188 N113 45.042 160.866 5.637 0 0 0 1127 188 Totals:77.557 1958.799 -92.088 1128 188 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1129 189 N111 -152.479 189.898 -4.076 0 0 0 1130 189 N110 357.04 1057.759 -48.122 0 0 0 1131 189 N112 -172.193 635.905 -62.041 0 0 0 1132 189 N113 22.662 75.237 1.129 0 0 0 1133 189 Totals:55.03 1958.799 -113.11 1134 189 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1135 190 N111 -158.428 220.834 -5.349 0 0 0 1136 190 N110 348.237 1029.076 -50.619 0 0 0 1137 190 N112 -194.006 710.703 -63.372 0 0 0 1138 190 N113 4.197 -1.813 -0.444 0 0 0 1139 190 Totals:0 1958.799 -119.783 1140 190 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1141 191 N111 -177.064 301.312 -2.76 0 0 0 1142 191 N110 327.149 950.787 -46.93 0 0 0 1143 191 N112 -202.446 735.386 -61.103 0 0 0 1144 191 N113 -0.779 -28.685 0.959 0 0 0 1145 191 Totals:-53.139 1958.799 -109.834 1146 191 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1147 192 N111 -199.039 390.869 0.91 0 0 0 1148 192 N110 304.606 862.087 -40.861 0 0 0 1149 192 N112 -191.592 692.681 -54.038 0 0 0 1150 192 N113 11.525 13.163 4.959 0 0 0 1151 192 Totals:-74.5 1958.799 -89.029 1152 192 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1153 193 N111 -225.574 497.416 5.756 0 0 0 1154 193 N110 278.057 755.977 -32.867 0 0 0 1155 193 N112 -172.158 619.182 -44.422 0 0 0 1156 193 N113 31.926 86.225 10.599 0 0 0 1157 193 Totals:-87.749 1958.799 -60.936 1158 193 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1159 194 N111 -276.938 700.704 16.782 0 0 0 1160 194 N110 227.893 552.462 -15.367 0 0 0 1161 194 N112 -122.652 434.884 -24.649 0 0 0 1162 194 N113 82.111 270.749 23.235 0 0 0 1163 194 Totals:-89.587 1958.799 0.001 1164 194 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1165 195 N111 -327.823 902.462 27.884 0 0 0 1166 195 N110 178.619 351.076 2.009 0 0 0 1167 195 N112 -72.044 244.897 -5.028 0 0 0 1168 195 N113 134.046 460.365 35.756 0 0 0 1169 195 Totals:-87.202 1958.799 60.621 1170 195 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1171 196 N111 -350.355 990.702 32.591 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 42 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 1172 196 N110 157.399 262.664 9.903 0 0 0 1173 196 N112 -44.026 141.353 5.281 0 0 0 1174 196 N113 161.873 564.08 41.865 0 0 0 1175 196 Totals:-75.109 1958.799 89.641 1176 196 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1177 197 N111 -367.559 1056.806 36.187 0 0 0 1178 197 N110 141.771 196.011 16.315 0 0 0 1179 197 N112 -17.332 43.903 14.308 0 0 0 1180 197 N113 187.678 662.078 47.015 0 0 0 1181 197 Totals:-55.441 1958.799 113.824 1182 197 COG (in):X: 456.208 Y: -31.621 Z: -1.243 1183 198 N111 -239.802 699.616 38.54 0 0 0 1184 198 N110 23.042 -145.266 18.857 0 0 0 1185 198 N112 -73.501 309.628 -34.399 0 0 0 1186 198 N113 290.261 1094.822 101.108 0 0 0 1187 198 Totals:0 1958.8 124.107 1188 198 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1189 199 N111 -217.054 602.065 35.613 0 0 0 1190 199 N110 48.082 -49.963 14.456 0 0 0 1191 199 N112 -68.846 298.987 -38.423 0 0 0 1192 199 N113 291.368 1107.711 98.897 0 0 0 1193 199 Totals:53.55 1958.8 110.543 1194 199 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1195 200 N111 -193.257 504.853 31.854 0 0 0 1196 200 N110 72.309 46.431 8.214 0 0 0 1197 200 N112 -81.801 349.854 -45.989 0 0 0 1198 200 N113 276.973 1057.662 94.672 0 0 0 1199 200 Totals:74.224 1958.8 88.75 1200 200 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1201 201 N111 -164.807 390.793 26.867 0 0 0 1202 201 N110 100.508 160.262 -0.1 0 0 0 1203 201 N112 -104.933 437.007 -56.6 0 0 0 1204 201 N113 253.158 970.738 88.558 0 0 0 1205 201 Totals:83.927 1958.8 58.725 1206 201 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1207 202 N111 -113.547 187.471 15.902 0 0 0 1208 202 N110 150.676 363.625 -17.216 0 0 0 1209 202 N112 -152.294 614.788 -75.231 0 0 0 1210 202 N113 204.752 792.916 76.539 0 0 0 1211 202 Totals:89.587 1958.8 -0.005 1212 202 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1213 203 N111 -60.71 -21.7 4.437 0 0 0 1214 203 N110 202.006 572.211 -35.078 0 0 0 1215 203 N112 -202.874 804.923 -95.839 0 0 0 1216 203 N113 152.602 603.366 63.648 0 0 0 1217 203 Totals:91.023 1958.8 -62.832 1218 203 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1219 204 N111 -39.45 -104.098 -0.3 0 0 0 1220 204 N110 221.951 654.875 -42.981 0 0 0 1221 204 N112 -230.415 905.861 -106.286 0 0 0 1222 204 N113 125.471 502.162 57.474 0 0 0 1223 204 Totals:77.557 1958.8 -92.092 1224 204 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1225 205 N111 -26.969 -150.539 -3.558 0 0 0 1226 205 N110 232.896 702.072 -48.689 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 43 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 1227 205 N112 -254.008 990.704 -113.84 0 0 0 1228 205 N113 103.111 416.563 52.973 0 0 0 1229 205 Totals:55.03 1958.8 -113.115 1230 205 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1231 206 N111 -32.924 -119.61 -4.837 0 0 0 1232 206 N110 224.112 673.403 -51.178 0 0 0 1233 206 N112 -275.851 1065.503 -115.169 0 0 0 1234 206 N113 84.662 339.504 51.397 0 0 0 1235 206 Totals:0 1958.8 -119.788 1236 206 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1237 207 N111 -51.573 -39.123 -2.239 0 0 0 1238 207 N110 203.046 595.108 -47.5 0 0 0 1239 207 N112 -284.31 1090.184 -112.894 0 0 0 1240 207 N113 79.698 312.631 52.794 0 0 0 1241 207 Totals:-53.139 1958.8 -109.839 1242 207 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1243 208 N111 -73.551 50.413 1.448 0 0 0 1244 208 N110 180.524 506.424 -41.445 0 0 0 1245 208 N112 -273.464 1047.514 -105.823 0 0 0 1246 208 N113 91.992 354.45 56.786 0 0 0 1247 208 Totals:-74.5 1958.8 -89.034 1248 208 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1249 209 N111 -100.087 156.92 6.314 0 0 0 1250 209 N110 154 400.344 -33.472 0 0 0 1251 209 N112 -254.036 974.072 -96.197 0 0 0 1252 209 N113 112.374 427.464 62.414 0 0 0 1253 209 Totals:-87.749 1958.8 -60.94 1254 209 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1255 210 N111 -151.451 360.14 17.388 0 0 0 1256 210 N110 103.875 196.874 -16.017 0 0 0 1257 210 N112 -204.526 789.879 -76.403 0 0 0 1258 210 N113 162.516 611.907 75.028 0 0 0 1259 210 Totals:-89.587 1958.8 -0.004 1260 210 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1261 211 N111 -202.334 561.826 28.538 0 0 0 1262 211 N110 54.639 -4.468 1.312 0 0 0 1263 211 N112 -153.913 599.999 -56.764 0 0 0 1264 211 N113 214.406 801.443 87.53 0 0 0 1265 211 Totals:-87.201 1958.8 60.617 1266 211 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1267 212 N111 -224.861 650.022 33.266 0 0 0 1268 212 N110 33.436 -92.849 9.187 0 0 0 1269 212 N112 -125.89 496.517 -46.445 0 0 0 1270 212 N113 242.206 905.11 93.628 0 0 0 1271 212 Totals:-75.109 1958.8 89.636 1272 212 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1273 213 N111 -242.055 716.072 36.879 0 0 0 1274 213 N110 17.823 -159.46 15.582 0 0 0 1275 213 N112 -99.192 399.136 -37.412 0 0 0 1276 213 N113 267.983 1003.053 98.77 0 0 0 1277 213 Totals:-55.441 1958.8 113.819 1278 213 COG (in):X: 405.667 Y: -31.621 Z: 1.055 1279 214 N111 -352.163 907.346 61.717 0 0 0 1280 214 N110 133.409 77.881 -4.306 0 0 0 1281 214 N112 -37.371 88.543 -11.386 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 44 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 1282 214 N113 256.124 885.022 78.072 0 0 0 1283 214 Totals:0 1958.792 124.097 1284 214 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1285 215 N111 -329.407 809.759 58.797 0 0 0 1286 215 N110 158.476 173.247 -8.717 0 0 0 1287 215 N112 -32.743 77.947 -15.399 0 0 0 1288 215 N113 257.225 897.839 75.851 0 0 0 1289 215 Totals:53.55 1958.792 110.533 1290 215 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1291 216 N111 -305.581 712.472 55.051 0 0 0 1292 216 N110 182.718 269.713 -14.975 0 0 0 1293 216 N112 -45.724 128.903 -22.946 0 0 0 1294 216 N113 242.811 847.703 71.61 0 0 0 1295 216 Totals:74.224 1958.792 88.74 1296 216 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1297 217 N111 -277.083 598.292 50.084 0 0 0 1298 217 N110 210.933 383.648 -23.311 0 0 0 1299 217 N112 -68.89 216.194 -33.532 0 0 0 1300 217 N113 218.966 760.658 65.473 0 0 0 1301 217 Totals:83.927 1958.792 58.715 1302 217 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1303 218 N111 -225.742 394.791 39.163 0 0 0 1304 218 N110 261.113 587.149 -40.475 0 0 0 1305 218 N112 -116.298 394.189 -52.113 0 0 0 1306 218 N113 170.514 582.662 53.41 0 0 0 1307 218 Totals:89.587 1958.792 -0.015 1308 218 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1309 219 N111 -172.825 185.465 27.742 0 0 0 1310 219 N110 312.446 795.849 -58.387 0 0 0 1311 219 N112 -166.918 584.518 -72.67 0 0 0 1312 219 N113 118.32 392.959 40.472 0 0 0 1313 219 Totals:91.023 1958.792 -62.843 1314 219 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1315 220 N111 -151.52 102.97 23.025 0 0 0 1316 220 N110 332.393 878.583 -66.311 0 0 0 1317 220 N112 -194.479 685.569 -83.093 0 0 0 1318 220 N113 91.162 291.67 34.276 0 0 0 1319 220 Totals:77.557 1958.792 -92.103 1320 220 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1321 221 N111 -139.002 56.447 19.782 0 0 0 1322 221 N110 343.337 925.834 -72.035 0 0 0 1323 221 N112 -218.085 770.504 -90.631 0 0 0 1324 221 N113 68.78 206.007 29.759 0 0 0 1325 221 Totals:55.03 1958.792 -113.125 1326 221 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1327 222 N111 -144.933 87.339 18.513 0 0 0 1328 222 N110 334.534 897.162 -74.533 0 0 0 1329 222 N112 -239.918 845.341 -91.956 0 0 0 1330 222 N113 50.318 128.95 28.178 0 0 0 1331 222 Totals:0 1958.792 -119.798 1332 222 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1333 223 N111 -163.572 167.797 21.108 0 0 0 1334 223 N110 313.454 818.867 -70.847 0 0 0 1335 223 N112 -248.366 870.04 -89.69 0 0 0 1336 223 N113 45.345 102.088 29.58 0 0 0 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 45 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 1337 223 Totals:-53.139 1958.792 -109.849 1338 223 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1339 224 N111 -185.576 257.397 24.782 0 0 0 1340 224 N110 290.918 730.118 -64.778 0 0 0 1341 224 N112 -237.496 827.292 -82.635 0 0 0 1342 224 N113 57.655 143.984 33.587 0 0 0 1343 224 Totals:-74.5 1958.792 -89.044 1344 224 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1345 225 N111 -212.15 363.995 29.63 0 0 0 1346 225 N110 264.381 623.959 -56.784 0 0 0 1347 225 N112 -218.04 753.743 -73.032 0 0 0 1348 225 N113 78.06 217.095 39.236 0 0 0 1349 225 Totals:-87.749 1958.792 -60.95 1350 225 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1351 226 N111 -263.598 567.401 40.659 0 0 0 1352 226 N110 214.243 420.346 -39.281 0 0 0 1353 226 N112 -168.482 569.328 -53.289 0 0 0 1354 226 N113 128.251 401.717 51.896 0 0 0 1355 226 Totals:-89.587 1958.792 -0.014 1356 226 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1357 227 N111 -314.563 769.252 51.764 0 0 0 1358 227 N110 165.003 218.883 -21.901 0 0 0 1359 227 N112 -117.827 379.248 -33.7 0 0 0 1360 227 N113 180.186 591.409 64.444 0 0 0 1361 227 Totals:-87.201 1958.792 60.607 1362 227 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1363 228 N111 -337.138 857.556 56.472 0 0 0 1364 228 N110 143.796 130.421 -14.005 0 0 0 1365 228 N112 -89.781 275.642 -23.406 0 0 0 1366 228 N113 208.015 695.173 70.564 0 0 0 1367 228 Totals:-75.109 1958.792 89.626 1368 228 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1369 229 N111 -354.382 923.725 60.068 0 0 0 1370 229 N110 128.177 63.72 -7.592 0 0 0 1371 229 N112 -63.06 178.129 -14.392 0 0 0 1372 229 N113 233.823 793.217 75.726 0 0 0 1373 229 Totals:-55.441 1958.792 113.809 1374 229 COG (in):X: 436.106 Y: -31.621 Z: 1.055 1375 230 N111 -374.255 1040.71 84.845 0 0 0 1376 230 N110 155.546 211.84 -27.508 0 0 0 1377 230 N112 3.651 -46.765 11.962 0 0 0 1378 230 N113 215.057 753.014 54.807 0 0 0 1379 230 Totals:0 1958.799 124.106 1380 230 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1381 231 N111 -351.516 943.151 81.923 0 0 0 1382 231 N110 180.614 307.153 -31.914 0 0 0 1383 231 N112 8.286 -57.388 7.946 0 0 0 1384 231 N113 216.167 765.884 52.587 0 0 0 1385 231 Totals:53.55 1958.799 110.542 1386 231 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1387 232 N111 -327.724 845.924 78.171 0 0 0 1388 232 N110 204.859 403.554 -38.163 0 0 0 1389 232 N112 -4.672 -6.49 0.389 0 0 0 1390 232 N113 201.761 715.811 48.352 0 0 0 1391 232 Totals:74.224 1958.799 88.749 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 46 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 1392 232 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1393 233 N111 -299.276 731.839 73.196 0 0 0 1394 233 N110 233.078 517.399 -46.488 0 0 0 1395 233 N112 -27.801 80.709 -10.21 0 0 0 1396 233 N113 177.925 628.852 42.225 0 0 0 1397 233 Totals:83.927 1958.799 58.723 1398 233 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1399 234 N111 -248.019 528.478 62.261 0 0 0 1400 234 N110 283.275 720.778 -63.632 0 0 0 1401 234 N112 -75.148 258.57 -28.819 0 0 0 1402 234 N113 129.478 450.974 30.184 0 0 0 1403 234 Totals:89.587 1958.799 -0.006 1404 234 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1405 235 N111 -195.183 319.265 50.825 0 0 0 1406 235 N110 334.634 929.378 -81.522 0 0 0 1407 235 N112 -125.713 448.787 -49.404 0 0 0 1408 235 N113 77.285 261.369 17.268 0 0 0 1409 235 Totals:91.023 1958.799 -62.834 1410 235 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1411 236 N111 -173.921 236.846 46.102 0 0 0 1412 236 N110 354.588 1012.05 -89.437 0 0 0 1413 236 N112 -153.241 549.766 -59.84 0 0 0 1414 236 N113 50.13 160.138 11.082 0 0 0 1415 236 Totals:77.557 1958.799 -92.094 1416 236 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1417 237 N111 -161.436 190.386 42.854 0 0 0 1418 237 N110 365.535 1059.253 -95.155 0 0 0 1419 237 N112 -176.82 634.641 -67.388 0 0 0 1420 237 N113 27.75 74.519 6.572 0 0 0 1421 237 Totals:55.03 1958.799 -113.116 1422 237 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1423 238 N111 -167.378 221.3 41.584 0 0 0 1424 238 N110 356.735 1030.591 -97.652 0 0 0 1425 238 N112 -198.638 709.458 -68.72 0 0 0 1426 238 N113 9.28 -2.55 5 0 0 0 1427 238 Totals:0 1958.799 -119.789 1428 238 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1429 239 N111 -186.011 301.761 44.179 0 0 0 1430 239 N110 335.652 952.32 -93.97 0 0 0 1431 239 N112 -207.083 734.156 -66.452 0 0 0 1432 239 N113 4.303 -29.437 6.403 0 0 0 1433 239 Totals:-53.139 1958.799 -109.841 1434 239 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1435 240 N111 -207.984 391.305 47.857 0 0 0 1436 240 N110 313.113 863.632 -87.907 0 0 0 1437 240 N112 -196.234 691.462 -59.39 0 0 0 1438 240 N113 16.605 12.399 10.405 0 0 0 1439 240 Totals:-74.5 1958.799 -89.035 1440 240 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1441 241 N111 -234.516 497.83 52.712 0 0 0 1442 241 N110 286.57 757.545 -79.923 0 0 0 1443 241 N112 -176.807 617.983 -49.775 0 0 0 1444 241 N113 37.004 85.442 16.045 0 0 0 1445 241 Totals:-87.749 1958.799 -60.942 1446 241 COG (in):X: 456.208 Y: -31.621 Z: 1.055 Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam…Page 47 Node Reactions (Continued) LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] 1447 242 N111 -285.878 701.091 63.756 0 0 0 1448 242 N110 236.416 554.058 -62.44 0 0 0 1449 242 N112 -127.313 433.709 -30.005 0 0 0 1450 242 N113 87.188 269.942 28.684 0 0 0 1451 242 Totals:-89.587 1958.799 -0.005 1452 242 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1453 243 N111 -336.76 902.818 74.876 0 0 0 1454 243 N110 187.153 352.703 -45.083 0 0 0 1455 243 N112 -76.717 243.749 -10.387 0 0 0 1456 243 N113 139.122 459.531 41.209 0 0 0 1457 243 Totals:-87.202 1958.799 60.615 1458 243 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1459 244 N111 -359.291 991.044 79.591 0 0 0 1460 244 N110 165.939 264.306 -37.196 0 0 0 1461 244 N112 -48.704 140.218 -0.079 0 0 0 1462 244 N113 166.947 563.232 47.319 0 0 0 1463 244 Totals:-75.109 1958.799 89.634 1464 244 COG (in):X: 456.208 Y: -31.621 Z: 1.055 1465 245 N111 -376.494 1057.137 83.193 0 0 0 1466 245 N110 150.316 197.665 -30.792 0 0 0 1467 245 N112 -22.015 42.778 8.946 0 0 0 1468 245 N113 192.752 661.22 52.47 0 0 0 1469 245 Totals:-55.441 1958.799 113.818 1470 245 COG (in):X: 456.208 Y: -31.621 Z: 1.055 Envelope Node Reactions Node Label X [lb] LC Y [lb] LC Z [lb] LC MX [lb-ft] LC MY [lb-ft] LC MZ [lb-ft] LC 1 N111 max 1061.855 57 9480.497 34 274.02 34 0 245 0 245 0 245 2 min -2346.56 34 -4341.369 57 -250.792 58 0 1 0 1 0 1 3 N110 max 1294.892 41 4794.536 41 420.468 50 0 245 0 245 0 245 4 min -2040.384 50 -8998.595 50 -443.656 42 0 1 0 1 0 1 5 N112 max 2067.201 50 4624.788 43 535.965 50 0 245 0 245 0 245 6 min -1294.503 43 -8218.572 50 -578.766 42 0 1 0 1 0 1 7 N113 max 2297.499 34 8796.256 34 353.053 34 0 245 0 245 0 245 8 min -1097.799 59 -4070.128 59 -312.747 58 0 1 0 1 0 1 9 Totals:max 1560.57 54 1958.8 145 1561 34 10 min -1560.57 46 698.525 65 -1560.786 42 Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks Member Shape Code CheckLoc[in]LC Shear Check Loc[in] LC phi*Pnc [lb]phi*Pnt [lb]phi*Mn y-y [lb-ft]phi*Mn z-z [lb-ft]Cb Eqn 1 M35 HSS2.375X0.154 0.956 79.102 50 0.292 163.477 34 4974.131 41400 2459.85 2459.85 1 H1-1a 2 M34 HSS2.375X0.154 0.717 82.5 34 0.313 163.126 50 40412.603 41400 2459.85 2459.85 1 H1-1b 3 M100 HSS3.500X0.125 0.714 87.146 34 0.192 87.146 34 35164.044 50922 4588.5 4588.5 1 H1-1a 4 M101 HSS3.500X0.125 0.679 65.823 34 0.191 87.146 34 35164.044 50922 4588.5 4588.5 1 H1-1a 5 MP2 HSS2.375X0.154 0.204 69 221 0.101 29.25 34 23738.871 41400 2459.85 2459.85 1 H1-1b 6 MP1 HSS2.375X0.154 0.179 69 34 0.065 69 34 23738.871 41400 2459.85 2459.85 1 H1-1b 7 MP4A HSS2.375X0.154 0.163 69 181 0.048 29.25 34 23738.871 41400 2459.85 2459.85 1 H1-1b 8 MP4 HSS2.375X0.154 0.163 69 228 0.043 69 42 23738.871 41400 2459.85 2459.85 1 H1-1b 9 MP1A HSS2.375X0.154 0.116 69 34 0.043 29.25 42 23738.871 41400 2459.85 2459.85 1 H1-1b 10 MP3 HSS2.375X0.154 0.082 69 160 0.017 69 159 23738.871 41400 2459.85 2459.85 1 H1-1b 11 MP3A HSS2.375X0.154 0.076 69 162 0.017 29.25 41 23738.871 41400 2459.85 2459.85 1 H1-1b Company Designer Job Number Model Name : : : : Ladera Engineering Group HR 3321 CLL03238 Checked By : __________ 8/13/2025 5:48:05 PM RISA-3D Version 22 [ CLU03238_Downtown Santa Ana_Gam… Page 48 Envelope AISI S100-20: ASD Member Cold Formed Steel Code Checks MemberShapeCode CheckLoc[in]LC Shear CheckLoc[in]Dir LC Pn/Om[lb]Tn/Om[lb] Mnyy/Om[lb-ft] Mnzz/Om[lb-ft] Vny/Om[lb]Vnz/Om[lb]Cb Eqn 1 M105 P1000 0.849 28.5 223 0.166 28.5 y 34 3535.583 9501.198 173.592 398.295 1027.806 2055.611 1.525 H1.2-1 2 M104 P1000 0.831 28.5 181 0.168 48.094 y 34 3535.583 9501.198 173.592 398.295 1027.806 2055.611 1.525 H1.2-1 3 M102 P1000 0.037 53.438 42 0.123 53.438 y 1553535.583 9501.198 343.444 398.295 1027.806 2055.611 1.457 H1.1-1 4 M103 P1000 0.038 28.5 221 0.123 53.438 y 1533535.583 9501.198 239.29 398.295 1027.806 2055.611 1.407 H1.1-1 Page | 9 APPENDIX D ADDITIONAL CALCUATIONS Record ID: Carrier Site ID: Carrier Site Name: Date: Connection Type:U-Bolt - Diameter:0.5 in - Grade:A307 - Yield Strength (Fy):36 ksi - Ulitmate Strength (Fu):60 ksi - Number of Bolts:8 - Threads Included:Yes - Double Shear:No - Connection Pipe Size:3.5 in - CONNECTION PROPERTIES Mount Frame to FRP Box PROJECT DATA BOLT CONNECTION CALCULATOR CLL03238 Downtown Santa Ana 8/13/2025 3321.000 -6 -3 0 3 6 -3 -1.5 0 1.5 3 BOLT LAYOUT 1 Code Standard:- Design Standard:- Slip Check:- Pretension Standard:- Tensile Capacity (ɸTn):6385.43 lbs TIA-222-H Section 4.9.6.1 Shear Capacity (ɸVn):4417.86 lbs TIA-222-H Section 4.9.6.3 Tension Force (Tu):-lbs - Shear Force (Vu):1184.46 lbs - Tension Usage:-FAIL TIA-222-H Section 4.9.6.1 Shear Usage:26.81%PASS TIA-222-H Section 4.9.6.3 Interaction:26.81%PASS TIA-222-H Section 4.9.6.4 Member & LC M68 / LC34 - Sliding Capacity (ɸRns):18849.56 lb TIA-222-H Section 4.9.11.3 Torsion Capacity (ɸRnr):2736.55 lb-ft TIA-222-H Section 4.9.11.3 Sliding Force (Vus):9463.30 lb - Torsional Force (Tur):0.00 lb-ft - Sliding Usage:50.20%PASS TIA-222-H Section 4.9.11.3 Torsion Usage:0.00%PASS TIA-222-H Section 4.9.11.3 Interaction:50.20%PASS TIA-222-H Section 4.9.11.3 Member & LC:M68 / LC34 - *TIA-222-H Section 15.5 TIA-222-H SLIDING AND SLIPPAGE CHECKS APPLICABLE CODES AND STANDARDS TIA-222-H Yes CONNECTION CHECKS LRFD 2