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REVIEWED BLD2022-0164+Mount Modification Report+2.7.2022_2.29.31_PM+2666463Date: August 23, 2021 Subject: Carrier Designation: Crown Castle Designation: Kimley)))Horn Kimley-Horn and Associates, Inc. 421 Fayetteville Street, Suite 600 Raleigh, NC 27601 (919) 677-2000 CrownMounts@kimley-horn.com Mount Modification Report AT&T Mobility Equipment Change -Out Carrier Site Number: SN99 Carrier Site Name: N/A Carrier FA Number: 10063000 BU Number: 842250 Site Name: EDMONDS ESPERANCE JDE Job Number: 664029 Order Number: 565153, Rev. 0 Engineering Firm Designation: Kimley-Horn Project Number: 019558055 Site Data: 22510 76th Avenue West, Edmonds, Snohomish County, WA 98026 Latitude 47o 47' 39.33" Longitude -122' 20' 11.29" Structure Information: Tower Height & Type: 150 ft Monopole Mount Elevation: 147 ft Mount Type: 12.5 ft Platform w/ Support Rails Kimley-Horn is pleased to submit this "Mount Modification Report" to determine the structural integrity of AT&T Mobility'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: Platform w/ Support Rails Sufficient This analysis has been performed in accordance with the 2018 Washington State Building Code based upon an ultimate 3- second gust wind speed of 98 mph. Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria. Mount analysis prepared by: Jesse Schnurman, E.I. Respectfully Submitted by: Michael L. Oglesby, P.E DocuSigned by: Z ((,I�.Ad ownscs�� 6695B126B6A 84... � Lic. #51372, Exp. 5/16/2023 rO� 51 772 w� Kimley-Horn and Associates, Inc. COA #954 0��crSTtW 2021 SSIONALE; 12.5 ft Platform w/ Support Rails Mount Modification Order 565153, Rev. 0 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration 3) ANALYSIS PROCEDURE Table 2 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 3 - Mount Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A Wire Frame and Rendered Models 6) APPENDIX B Software Input Calculations 7) APPENDIX C Software Analysis Output 8) APPENDIX D Additional Calculations 9) APPENDIX E Mount Modification Design Drawings (MDD) / Supplemental Drawings August 23, 2021 CCI BU No. 842250 Page 2 ENG-FRM-10208, Rev. D 12.5 ft Platform w/ Support Rails Mount Modification Order 565153, Rev. 0 1) INTRODUCTION August 23, 2021 CCI BU No. 842250 Page 3 The mounting configuration consists of an existing 12.5 ft Platform w/ Support Rails with proposed modifications. The mounting configuration has been modified per reinforcement drawings prepared by CLSGroup in November of 2019, with scope: Corner bracing and kicker kit installed.. 2) ANALYSIS CRITERIA Building Code: TIA-222 Revision: Risk Category: Ultimate Wind Speed: Exposure Category: Topographic Factor at Base: Topographic Factor at Mount: Ice Thickness: Wind Speed with Ice: Seismic Ss: Seismic Si: Live Loading Wind Speed: Man Live Load at Mount Pipes: 2018 Washington State Building Code TIA-222-H 11 98 mph C 1.0 1.0 1 in 30 mph 1.279 0.449 30 mph 500 lb Table 1 — Proposed Equipment Configuration Elevation ft Antennas Mount / Modification Details Mount Centerline # Manufacturer Model 147 151 3 Nokia AEQK Existing 12.5 ft Platform w/ Support Rails 148 3 Alcatel -Lucent B25 RRH4x30-4R 3 Alcatel -Lucent RRH4x45 B66A 3 Alcatel -Lucent RRH4x25-WCS 3 Cellmax Technologies CMA- UBTULBULBHH/6517/17/21/21 3 CommSco e NNH4-65D-R6 3 Nokia AHCA CCIV3 3 Nokia AHLBA 3 Ra ca DC6-48-60-18-8F ENG-FRM-10208, Rev. D 12.5 ft Platform w/ Support Rails Mount Modification Order 565153, Rev. 0 3) ANALYSIS PROCEDURE Table 2 — Documents Provided August 23, 2021 CCI BU No. 842250 Page 4 Document Remarks Reference Source Mount Analysis Report CLSGroup 8941648 CCISites Mount Modification Drawings CLSGroup 8771350 CCISites Site Photos - - CCISites Supplemental Loading AT&T Mobility RFDS 1/12/2021 TSA 3.1) Analysis Method RISA-31D (version 17.04.00), 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. A proprietary tool internally developed by Kimley-Horn was used to calculate wind loading on all appurtenances, dishes and mount members for various load cases. Selected output from the analysis is included in Appendix B. This analysis was performed in accordance with Crown Castle's ENG-SOW-10208 Mount Analysis (Revision D). 3.2) Assumptions 1) The antenna mounting system (including any considered modifications) was properly fabricated, installed and maintained in good condition in accordance with its original design, TIA standards, and/or manufacturer specifications. 2) The configuration of antennas, mounts, and other appurtenances are as specified in Table 1 and the provided reference information. 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 that could not be verified at this time. 5) Any referenced prior structural modifications to the tower mounting system are assumed to be installed as shown per available data unless noted otherwise. 6) Steel grades have been assumed as follows, unless noted otherwise: Channel, Solid Round, Angle, Plate ASTM A36 (Gr. 36) HSS (Rectangular) ASTM A36 (Gr. 36) Pipe ASTM A53 (Gr. B-35) Connection Bolts ASTM A325 Threaded Rods ASTM A36 (Gr. 36) This analysis may be affected if any assumptions are not valid or have been made in error. Kimley-Horn should be notified to determine the effect on the structural integrity of the antenna mounting system. ENG-FRM-10208, Rev. D 12.5 ft Platform w/ Support Rails Mount Modification Order 565153, Rev. 0 4) ANALYSIS RESULTS Table 3 — Mount Component Stresses vs. Capacity August 23, 2021 CCI BU No. 842250 Page 5 Notes Component Critical Member Centerline (ft) % Capacity Pass / Fail 1,2 Comer Angles M25 147 74% Pass 1,2 Connections - 72% Pass 1,2 Comer Plates M142 66% Pass 1,2 Mount Pipes M92 40% Pass 1,2 Support Rails M132 28% Pass 1,2 Stand Off Horizontals M47 23% Pass 1,2 Face Horizontals M75 16% Pass Structure Rating (max from all components) = 74% Notes: 1) See additional documentation in Appendix C and Appendix D for calculations supporting the % capacity consumed. 2) A structure rating of 105% or less is within engineering tolerances and considered acceptable. 4.1) Recommendations The mounting configuration will have sufficient capacity to carry the referenced loading once the following modifications are completed: ■ Install proposed stabilizer kit to existing mount. Engineering detail drawings have been provided in Appendix E — Mount Modification Design Drawings. ENG-FRM-10208, Rev. D 12.5 ft Platform w/ Support Rails Mount Modification Order 565153, Rev. 0 APPENDIX A WIRE FRAME AND RENDERED MODELS August 23, 2021 CCI BU No. 842250 Page 6 ENG-FRM-10208, Rev. D X X Y 41 N207 N208 41 N210 134T N176 NN406 N214 B44� 1 N212 N143 1T B2T 3 N397 1 T 927 1 1 N401 2B B3R 4 N403 46 N-'0'I" N144 N N14 � 1 � � 1B B 7 N174 N 4B297 N tWo B 9 N141 8 1 - N145 4 3 11569 N A9g 14 177 1f 288 -V4B N142 N173 Kimley-Horn and Associates, Inc. 842250 SK-1 JSS Aug 22, 2021 019558055 842250.r3d X X Y try cp N M7 �� 2 1 1 co N do N 2 g 6 3 rn s do 5 203 5 � 2 03 �S 2 6 2 N \V' 207 Kimley-Horn and Associates, Inc. 842250 SK-3 JSS Aug 22, 2021 019558055 842250. r3d Kimley-Horn and Associates, Inc. JSS 019558055 842250 S K-4 Aug 22, 2021 842250.r3d Section Sets Offset Arm Corner Angle Offset Plate Inner Angle Grating Angle Face Horizontal Mount Pipe Support Rail Support Rail PLate —MOD - Corner Brace Pipes _ MOD - Kickers MOD - SFS RIGID X X Y I Kimley-Horn and Associates, Inc. 842250 SK-5 JSS Aug 22, 2021 019558055 842250.r3d X X Y 44.1 lb -85.419 Ib -56.841b 57.5 lb 49.6 lb -43.435 Ib 4 0 -57.5 lb -152.0� I� -41.1361b 8 32 I 41§4 2 16 lb 49.6 lb 13 -155.35§qb -41.136 1b -34.5171b 62� lb zg 5 lb - lb.1,11 6 lb -54.6273b 31(1. -85.419 7 -4 6 -52.291lb - .6 lb -57.5 lb -152.01 t4.5 - 61 I -4 .1 4 .6 lb • .4 � _ 71b -155.358 1b -62. - 4 .539 b 4- -1 lb -3 lb 2 b -5 lb -44.1 lb -85.419 I -349.539 lb Loads: LC 1, Summary: 1.OD + 1.OW Kimley-Horn and Associates, Inc. 842250 SK-6 JSS Aug 22, 2021 019558055 842250.r3d Code Check A(Env) X Y No Calc > 1.0 1.90-1.0 -- .75-.90 .50-.75 0.-.50 0 LO C) Q p2 CY)O 0 t M O N O o M M CY O 0 LO N 11 0.32 o 03 3 v 0 S 0 �2M 0 Cl? o i . 0.2 .23 '5 0. 8 0�2 Member Code Checks Displayed (Enveloped) Kimley-Horn and Associates, Inc. 842250 SK-7 JSS Aug 22, 2021 019558055 842250.r3d Shear Check A(Env) X Y No Calc > 1.0 1.90-1.0 .75-.90 .50-.75 0.-.50 0 26� T o Q 7 o 0 o 00 rn o o p• o 0 0.02 r 0.10 o ® 02 O 0 0 0 N 0 � o ti 0 O 02 • o .02 215 0. 2 0.0 Member Shear Checks Displayed (Enveloped) Kimley-Horn and Associates, Inc. 842250 SK-8 JSS Aug 22, 2021 019558055 842250.r3d 12.5 ft Platform w/ Support Rails Mount Modification Order 565153, Rev. 0 APPENDIX B SOFTWARE INPUT CALCULATIONS August 23, 2021 CCI BU No. 842250 Page 7 ENG-FRM-10208, Rev. D TIA Standard H Basic Wind Speed w/o Ice, V (mph) 98.00 IBC Edition 2018 Velocity Pressure Coeff., K. 1.37 Structure Class - Velocity Pressure, q, (w/o Ice) (psf) 31.65 Risk Category II Basic Wind Speed w/Ice, V; (mph) 30.00 Exposure Category C Design Ice Thick. (ASCE 7-16) , t; (in) 1 Topographic Factor, Kai 1.00 Velocity Pressure, qa (wl Ice) (psf) 2.97 Structure Base Elev. (AMSL), za (ft) 352.00 Escalated Ice Thick. @Mount, t;a (in) 1.16 Ground Effect Factor, Ka 0.99 Spectral Response (Short Periods), Sa 1.279 Mount Elevation (AGL) (ft) 147.00 Spectral Response (I -Sec. Period), S 0.449 Structure Height (ft) 150.00 Site Class D Structure Type Monopole Seismic Design Category D Seismic Risk Category II Wind Direction Probability Factor, Ka 0.95 Gust Effect Factor, Gh 1 Ground Snow Load, pe (psf) Shielding Factor, Ka (antenna) 0.9 Snow Load w Flat Roofs, pr (psf) Shielding Factor, Ka (mount) 0.9 Kimley 0 Horn Date August 22, 2021 Client Crown Castle Site # 842250 Site Name EDMONDS ESPERANCE Project # 19558055 Antenna Name CMA-UBTULBULBHH16517117121121 3 Flat rUP 96.5 27.2 7.7 115 AIT A1B BIT �- B1B GIT GlB 2454 6.05 171111111111111111 699.08 172.35 72.3 20.32 NNH4.65D-R6 3 Flat 105.8 19.6 7.8 88.2 A4T A48 B4T B4B G4T G4B 10.91 4.36 310.72 124.21 32.76 14.52 AEQK 3 Flat 29.5 17.7 9.5 99.2 A2T A28 B2T B2B G2T G2B 4.36 2.4 124.22 68.29 14.2 8.46 B25RRH4x30.4R 3 Flat 21.4 12 7.2 51 AIR-2 BIR-2 GIR-2 1.07 1.31 30.48 37.22 3.78 5.03 RRH4x45 B66A 3 Flat 25.8 11.8 7.2 56.8 A4R-1 B4R-1 G4R-1 1.27 1.61 36.14 45.87 4.42 6.06 RRH4x25-WCS 3 Flat 34.7 13.2 11.3 91 A4R-2 B4R-2 G4R-2 1.92 3.34 54.63 95.05 6.39 1 11.31 AHCA_CCIV3 3 Flat 15.2 12.1 6.5 36.8 AIR-1 BIR-1 GIR-1 0.77 0.82 21.83 23.45 2.81 3.44 AHLBA 3 Flat 28.7 15.4 9.5 101.4 A4R-3 B4R-3 G4R-3 1.84 2.31 52.29 65.67 6.1 8.17 DC6.48.60.18-8F 3 Round 31.3 11 11 32.8 A3R B3R G3R 1.21 1.21 34.52 34.52 5.81 5.81 ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS Address: No Address at This Location Wind ASCE 7 Hazards Report Standard: ASCE/SEI 7-16 Elevation: 351.69 ft (NAVD 88) Risk Category: II Latitude: 47.794258 Soil Class: D - Default (see Longitude:-122.336469 Section 11.4.3) F ~ • . •a.w MY .J1 4 , • I M1 . • ± MY IJI ! 3 :TV4� . � T Esperan�e -. ...r r r•. r• J �f i f 5.• 1 1'•� • It I r.l•.,, In.- of c Shortlil,: �•. i,n.0 IlUulo lr jl ' :W WIII bII I ,..I• I Kirkland Redmn 'GAF la - I i��r o.v '"'irk ktrc Results: Wind Speed: 98 Vmph 10-year MRI 67 Vmph 25-year MRI 74 Vmph 50-year MRI 78 Vmph 100-year MRI 83 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: Mon Jul 26 2021 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. https:Hasce7hazardtool.online/ Page 1 of 3 Mon Jul 26 2021 ASCE® AMERICAN SOCIETY OF CIVIL ENGINEERS Seismic Site Soil Class: D - Default (see Section 11.4.3) Results: SS 1.279 So, : N/A S, 0.449 T I 6 Fa 1.2 PGA: 0.544 F, N/A PGA M : 0.653 SMS 1.535 FPGA 1.2 SM, N/A le 1 SIDS 1.023 C, 1.356 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Mon Jul 26 2021 Date Source: USGS Seismic Design Maps https://asce7hazardtool.onIine/ Page 2 of 3 Mon Jul 26 2021 ASCE® AMERICAN SOCIETY OF CIVIL ENGINEERS Ice Results: Ice Thickness: Concurrent Temperature Gust Speed: Data Source: Date Accessed: 1.00 in. 25 F 30 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Mon Jul 26 2021 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as is" and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third -party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third -party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https://asce7hazardtool.online/ Page 3 of 3 Mon Jul 26 2021 12.5 ft Platform w/ Support Rails Mount Modification Order 565153, Rev. 0 APPENDIX C SOFTWARE ANALYSIS OUTPUT August 23, 2021 CCI BU No. 842250 Page 8 ENG-FRM-10208, Rev. D Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Hot Rolled Steel Properties I ahpl F rksil G rksil Nu Therm Cnpff rip5°F-11 Density rk/ft31 Yielri rksil Rv Ri rksil Rt 1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 0.3 0.65 0.527 46 1.4 58 1.3 6 A53 Gr. 6 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2 Al085 29000 11154 0.3 0.65 0.49 50 1.4 65 F8�A913 Gr.65 1 29000 11154 0.3 0.65 0.49 65 1.1 80 1.1 Hot Rolled Steel Section Sets I ehel Shane Tvne Desian List Material Design Rule Area rinzl Ivv fin°1 Izz rin41.1 rin41 1 Offset Arm HSS4X4X4 Beam None A36 Gr.36 Typical 3.37 7.8 7.8 12.8 2 Corner An le L3X3X3 Beam None A36 Gr.36 Typical 1.09 0.948 0.948 0.014 3 Offset Plate PL6x3/8 Beam None A36 Gr.36 Typical 2.25 0.026 6.75 0.101 4 Inner An le L3X3X3 Beam None A36 Gr.36 Typical 1.09 0.948 0.948 0.014 5 Grating Angle L2x2x3 Beam None A36 Gr.36 Typical 0.722 0.271 0.271 0.009 6 Face Horizontal PIPE 3.0 Beam None A53 Gr.B Typical 2.07 2.85 2.85 5.69 7 Mount Pie PIPE 2.0 Beam None A53 Gr.B Typical 1.02 0.627 0.627 1.25 8 Support Rail PIPE 2.0 Beam None A53 Gr.B Typical 1.02 0.627 0.627 1.25 9 Support Rail PLate PL6x1/4 Beam None A36 Gr.36 Typical 1.5 0.008 4.5 0.03 10 MOD - Corner Brace Pipes PIPE 2.0 Beam None A53 Gr.B Typical 1.02 0.627 0.627 1.25 11 MOD - Kickers L2.5x2.5x3 Beam None A36 Gr.36 Typical 0.901 0.535 0.535 0.011 12 MOD - SFS L2.5x2.5x4 Beam None A36 Gr.36 Typical 1.19 0.692 0.692 0.026 Node Coordinates Label X rinl Y rinl Z rinl Detach From Dianhraom 1 N1 0 0 0 2 N2 5 8.66 0 3 N4 1.736 9.849 0 4 N6 -1.735 9.848 0 5 N8 -5 8.66 0 6 N 10 -7.66 6.428 0 7 N 12 -9.397 3.42 0 8 N14 -10 0 0 9 N 16 -9.397 -3.42 0 10 N 18 -7.66 -6.428 0 11 N20 -5 -8.66 0 12 N22 -1.736 -9.849 0 13 N24 1.735 -9.848 0 14 N26 5 -8.66 0 15 N28 7.66 -6.428 0 16 N30 9.397 -3.42 0 17 N32 10 0 0 18 N34 9.397 3.42 0 19 N36 7.66 6.428 0 20 N20A 8 13.856 0 21 N21 38 65.818 0 22 N22A 26.742 72.318 0 23 N23 49.258 59.318 0 24 N24A 51.459 59.13 0 251 N25 46.263 62.13 0 261 N26A 1 51.459 56.13 0 RISA-3D Version 19 [ 842250.r3d ] Page 1 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Node Coordinates (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Label X [in] Y [in] Z [in] Detach From Diaphragm 27 N27 45.794 61.318 0 28 N28A 49.727 60.13 0 29 N30A 25.478 74.129 0 30 N31 30.675 71.13 0 31 N32A 22.88 72.629 0 32 N33 30.206 70.318 0 33 N34A 27.209795 73.129644 0 34 N34B 24.215233 41.941865 0 35 N35 -1.766 56.942 0 36 N36A 50.196 26.942 0 37 N39 51.459 25.13 0 38 N40 46.263 28.13 0 39 N41 51.459 22.13 0 40 N42 46.731967 28.941942 0 41 N43 49.727 26.13 0 42 N43A -3.966 57.13 0 43 N44 1.23 54.13 0 44 N45 -6.564 55.63 0 45 N46 1.698033 54.942058 0 46 N47 -2.234 56.13 0 47 N47A -16 0 0 48 N48 -76 0 0 49 N49 -76 -13 0 50 N50 -76 13 0 51 N51 -76.938 15 0 52 N52 -76.938 9 0 53 N53 -74.34 16.499 0 54 N54 -76 9 0 55 N55 -76.938 13 0 56 N56 -76.938 -15 0 57 N57 -76.938 -9 0 58 N58 -74.34 -16.5 0 59 N59 -76 -9 0 60 N60 -76.938 -13.001 0 61 N61 -48.43 0 0 62 N62 -48.43 -30 0 63 N63 -48.43 30 0 64 N64 -47.493 32 0 65 N65 -47.493 26 0 66 N66 -44.895 33.5 0 67 N67 -48.43 26 0 68 N68 -47.493 30 0 69 N69 -47.493 -32 0 70 N70 -47.493 -26 0 71 N71 -44.895 -33.5 0 72 N72 -48.43 -26 0 73 N73 -47.493 -30 0 74 N74 8 -13.856 0 75 N75 38 -65.818 0 76 N76 49.258 -59.318 0 77 N77 26.742 -72.318 0 78 N78 25.479 -74.13 0 79 N79 30.675 -71.13 0 80 N80 22.881 -72.63 0 81 N81 30.206 -70.318 0 RISA-3D Version 19 [ 842250.r3d ] Page 2 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Node Coordinates (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Label X [in] Y [in] Z [in] Detach From Diaphragm 82 N82 27.211 -73.13 0 83 N83 51.459 -59.13 0 84 N84 46.263 -62.13 0 85 N85 51.459 -56.13 0 86 N86 45.794 -61.318 0 87 N87 49.72775 -60.129567 0 88 N88 24.215233 -41.941865 0 89 N89 50.196 -26.942 0 90 N90 -1.766 -56.942 0 91 N91 -3.966 -57.13 0 92 N92 1.23 -54.13 0 93 N93 -6.564 -55.63 0 94 N94 1.698033 -54.942058 0 95 N95 -2.234 -56.13 0 96 N96 51.459 -25.13 0 97 N97 46.263 -28.13 0 98 N98 51.459 -22.13 0 99 N99 46.731967 -28.941942 0 100 N100 49.727 -26.13 0 101 N 102 -5.265 -56.38 0 102 N 103 -46.194 -32.75 0 103 N 104 -6.233947 -58.056909 0 104 N 105 -47.162053 -34.427091 0 105 N 106 -91.65 -8.742 0 106 N 107 38.254 -83.742 0 107 N 109 51.459 23.63 0 108 N 110 51.459 -23.63 0 109 N 111 53.397 23.629 0 110 N112 53.397 -23.63 0 111 N 113 53.397 -75 0 112 N 114 53.397 75 0 113 N 116 -46.194 32.75 0 114 N 117 -5.265 56.38 0 115 N118 -47.163053 34.428091 0 116 N 119 -6.234947 58.057909 0 117 N 120 38.253 83.743 0 118 N 121 -91.651 8.743 0 119 N122 -75.639 -15.75 0 120 N123 -76.607029 -17.427051 0 121 N 124 24.18 -73.38 0 122 N 125 23.211029 -75.056949 0 123 N 126 51.459 -57.63 0 124 N 127 53.397 -57.63 0 125 N 128 51.459 57.63 0 126 N 129 53.397 57.63 0 127 N 130 24.180183 73.379683 0 128 N 131 23.210779 75.058382 0 129 N 132 -75.638784 15.749625 0 130 N 133 -76.607279 17.428484 0 131 M5 53.397 -72 0 132 M4 53.397 -36 0 133 M3 53.397 0 0 134 M2 53.397 42 0 135 M 1 53.397 60 0 136 N 136 56.334 -72 0 RISA-3D Version 19 [ 842250.r3d ] Page 3 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Node Coordinates (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Label X [in] Y [in] Z [in] Detach From Diaphragm 137 N 137 56.334 -36 0 138 N 138 56.334 0 0 139 N 139 56.334 42 0 140 N 140 56.334 60 0 141 N141 56.334 -72 -36 142 N 142 56.334 60 -36 143 N 143 56.334 -72 84 144 N 144 56.334 60 84 145 N 145 56.334 -36 -24 146 N 146 56.334 -36 72 147 N 147 56.334 42 -6 148 N148 56.334 42 66 149 N 149 56.334 0 -6 150 N 150 56.334 0 66 151 N 151 56.334 -72 42 152 N 152 56.334 -36 42 153 N 153 56.334 0 42 154 N 154 56.334 42 42 155 N 155 56.334 60 42 156 N 156 53.959 -72 42 157 N 157 53.959 -36 42 158 N 158 53.959 0 42 159 N 159 53.959 42 42 160 N160 53.959 60 42 161 N161 53.959 87 42 162 N 162 53.959 -87 42 163 N 163 35.65573 82.243468 0 164 N 164 4.47874 64.24345 0 165 N 165 -26.69825 46.243433 0 166 N 166 -63.07128 25.243485 0 167 N 167 -78.6594 16.243693 0 168 N 168 34.187 84.787 0 169 N 169 3.01 66.787 0 170 N 170 -28.167 48.787 0 171 N 171 -64.54 27.787 0 172 N 172 -80.128 18.787 0 173 N173 34.187 84.787 -36 174 N 174 -80.128 18.787 -36 175 N175 34.187 84.787 84 176 N 176 -80.128 18.787 84 177 N 177 3.01 66.787 -24 178 N 178 3.01 66.787 72 179 N 179 -64.54 27.787 -6 180 N 180 -64.54 27.787 66 181 N 181 -28.167 48.787 -6 182 N 182 -28.167 48.787 66 183 N183 34.187 84.787 42 184 N 184 3.01 66.787 42 185 N 185 -28.167 48.787 42 186 N 186 -64.54 27.787 42 187 N 187 -80.128 18.787 42 188 N 188 35.374914 82.730149 42 189 N 189 4.197957 64.730075 42 190 N 190 -26.979 46.73 42 191 N 191 -63.351991 25.729985 42 RISA-3D Version 19 [ 842250.r3d ] Page 4 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Node Coordinates (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Label X [in] Y [in] Z [in] Detach From Diaphragm 192 N 192 -78.940845 16.729731 42 193 N193 -102.323 3.23 42 194 N 194 48.365 90.23 42 195 N195 -89.05198 -10.241965 0 196 N 196 -57.87499 -28.241983 0 197 N 197 -26.698 -46.242 0 1981 N 198 9.67503 -67.241948 0 199 N 199 25.26315 -76.24174 0 200 N200 -90.521 -12.787 0 201 N201 -59.344 -30.787 0 202 N202 -28.167 -48.787 0 203 N203 8.206 -69.787 0 204 N204 23.794 -78.787 0 205 N205 -90.521 -12.787 -36 206 N206 23.794 -78.787 -36 207 N207 -90.521 -12.787 84 208 N208 23.794 -78.787 84 209 N209 -59.344 -30.787 -24 210 N210 -59.344 -30.787 72 211 N211 8.206 -69.787 -6 212 N212 8.206 -69.787 66 213 N213 -28.167 -48.787 -6 214 N214 -28.167 -48.787 66 215 N215 -90.521 -12.787 42 216 N216 -59.344 -30.787 42 217 N217 -28.167 -48.787 42 218 N218 8.206 -69.787 42 219 N219 23.794 -78.787 42 220 N220 -89.333914 -10.729851 42 221 N221 -58.156957 -28.729925 42 222 N222 -26.98 -46.73 42 223 N223 9.392991 -67.730015 42 224 N224 24.981845 -76.730269 42 225 N225 48.364 -90.23 42 226 N226 -102.324 -3.23 42 227 N227 53.959 81 42 228 N233 52.0215 81 42 229 N229 53.959 -81 42 230 N230 52.0215 -81 42 231 N231 -97.127442 6.229665 42 232 N232 -96.158808 4.551941 42 233 N233A 43.168575 87.229834 42 234 N234 44.137308 85.551941 42 235 N235 43.168325 -87.230267 42 236 N236 44.137308 -85.551941 42 237 N237 -97.127692 -6.230098 42 238 N238 -96.158808 -4.551941 42 239 N239 52.0215 80 42 240 N240 52.0215 83 42 241 N242 52.0215 -80 42 242 N243 52.0215 -83 42 243 N244 -95.292782 5.051941 42 244 N245 -97.890859 3.551941 42 245 N246 43.271282 85.051941 42 246 N247 45.869359 86.551941 42 RISA-3D Version 19 [ 842250.r3d ] Page 5 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Node Coordinates (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Label X jinj Y jinj Z jinj Detach From Diaphraqm 247 N249 43.271282 -85.051941 42 248 N250 45.869359 -86.551941 42 249 N251 -95.292782 -5.051941 42 250 N252 -97.890859 -3.551941 42 251 N251A 53.959 -43.5 42 252 N252A 53.959 43.5 42 253 N253 53.959 -43.5 45 254 N254 53.959 43.5 45 255 N255 10.692766 68.479865 42 256 N256 -64.651234 24.979865 42 257 N257 10.692605 68.479865 45 258 N258 -64.651605 24.979865 45 259 N259 -64.652234 -24.979865 42 260 N260 10.691766 -68.479865 42 261 N261 -64.651605 -24.979865 45 262 N262 10.692605 -68.479865 45 263 KN1 -63 0 0 264 KN2 -63 0 -5.375 265 KN3 -63 0.937 -5.375 266 KN4 -63 -0.937 -5.375 267 KN5 -13.5625 0 -26.151268 268 KN6 -16.9375 0 -26.151268 269 KN7 -16.9375 0.937 -26.151268 270 KN8 -16.9375 -0.937 -26.151268 271 KN9 31.500019 -54.5596 0 272 KN10 31.500019 -54.5596 -5.375 273 KN11 30.688534 -55.0281 -5.375 274 KN12 32.311466 -54.0911 -5.375 275 KN13 6.78125 -11.74547 -26.151268 276 KN14 8.46875 -14.668305 -26.151268 277 KN15 7.657284 -15.136805 -26.151268 278 KN16 9.280216 -14.199805 -26.151268 279 KN17 31.500019 54.5596 0 280 KN18 31.500019 54.5596 -5.375 281 KN19 32.311466 54.0911 -5.375 282 KN20 30.688534 55.0281 -5.375 283 KN21 6.78125 11.74547 -26.151268 284 KN22 8.46875 14.668305 -26.151268 285 KN23 9.280216 14.199805 -26.151268 286 KN24 7.657284 15.136805 -26.151268 287 N287 56.334 60 53 288 N288 56.334 60 -17 289 A1T 64.334 60 53 290 Al B 64.334 60 -17 291 N291 56.334 42 30 292 N292 56.334 0 44 293 N293 56.334 0 16 294 A2T 64.334 0 44 295 A26 64.334 0 16 296 N296 56.334 -72 61 297 N297 56.334 -72 -19 298 A4T 64.334 -72 61 299 A413 64.334 -72 -19 300 N300 56.334 -72 12 13011 N301 56.334 1 -72 1 30 RISA-3D Version 19 [ 842250.r3d ] Page 6 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Node Coordinates (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Label X [in] Y [in] Z [in] Detach From Diaphragm 302 N302 56.334 -72 54 303 A4R-3 50.334 -72 12 304 A4R-2 50.334 -72 30 305 A4R-1 50.334 -72 54 306 N306 56.334 -36 24 307 A3R 50.334 -36 24 308 N308 56.334 60 12 309 N309 56.334 60 30 310 Al R-2 50.334 60 12 311 Al R-1 50.334 60 30 312 N342 -80.128 18.787 53 313 N343 -80.128 18.787 -17 314 G 1 T -84.128524 25.714878 53 315 G1B -84.128524 25.714878 -17 316 N346 -64.540067 27.786675 30 317 N347 -28.167 48.787 44 318 N348 -28.167 48.787 16 319 G2T -32.167 55.714878 44 320 G213 -32.167 55.714878 16 321 N351 34.187 84.787 61 322 N352 34.187 84.787 -19 323 G4T 30.186829 91.714878 61 324 G413 30.186829 91.714878 -19 325 N355 34.187 84.787 12 326 N356 34.187 84.787 30 327 N357 34.187 84.787 54 328 G4R-3 37.186829 79.590523 12 329 G4R-2 37.186829 79.590523 30 330 G4R-1 37.186829 79.590523 54 331 N361 3.01 66.787 24 332 G3R 6.009915 61.590523 24 333 N 363 -80.128 18.787 12 334 N364 -80.128 18.787 30 335 G 1 R-2 -77.128524 13.590523 12 336 G1R-1 -77.128524 13.590523 30 337 N397 23.794 -78.787 53 338 N398 23.794 -78.787 -17 339 B1T 19.794524 -85.714878 53 340 B1 B 19.794524 -85.714878 -17 341 N401 8.206067 -69.786675 30 342 N402 -28.167 -48.787 44 343 N403 -28.167 -48.787 16 344 B2T -32.167 -55.714878 44 345 B2B -32.167 -55.714878 16 346 N406 -90.521 -12.787 61 347 N407 -90.521 -12.787 -19 348 B4T -94.520829 -19.714878 61 349 B4B -94.520829 -19.714878 -19 350 N410 -90.521 -12.787 12 351 N411 -90.521 -12.787 30 352 N412 -90.521 -12.787 54 353 B4R-3 -87.520829 -7.590523 12 354 B4R-2 -87.520829 -7.590523 30 355 134R-1 -87.520829 -7.590523 54 13561 N416 -59.344 -30.787 24 RISA-3D Version 19 [ 842250.r3d ] Page 7 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Node Coordinates (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Label X jinj Y jinj Z jinj Detach From Diaphraqm 357 B3R -56.343915 -25.590523 24 358 N418 23.794 -78.787 12 359 N419 23.794 -78.787 30 360 B1R-2 26.794524 -73.590523 12 361 B1R-1 26.794524 -73.590523 30 362 N362 -76.938 10 0 363 N363A -76 10 0 364 N364A -76.938 11 0 365 N 365 -76 11 0 366 N366 -76.938 12 0 367 N367 -76 12 0 368 N368 -76.938 -10 0 369 N369 -76 -10 0 370 N370 -76.938 -11 0 371 N371 -76 -11 0 372 N372 -76.938 -12 0 373 N373 -76 -12 0 374 N374 13.5625 0 -44.151268 375 N375 18.8125 0 -44.151268 376 N376 18.8125 3.875 -44.151268 377 N377 18.8125 -3.875 -44.151268 378 N378 53.397 -66 0 379 N379 53.397 -66 -3 380 N380 53.397 66 0 381 N381 53.397 66 -3 382 N382 -6.78125 11.74547 -44.151268 383 N383 -9.40625 16.292103 -44.151268 384 N384 -12.762098 14.354603 -44.151268 385 N385 -6.050402 18.229603 -44.151268 386 N386 30.459035 79.243158 0 387 N387 30.459177 79.243158 -3 388 N388 -83.856485 13.243158 0 389 N389 -83.856177 13.243158 -3 390 N390 -6.78125 -11.74547 -44.151268 391 N391 -9.40625 -16.292103 -44.151268 392 N392 -6.050402 -18.229603 -44.151268 393 N393 -12.762098 -14.354603 -44.151268 394 N394 -83.853753 -13.243158 0 395 N395 -83.856177 -13.243158 -3 396 N396 30.461767 -79.243158 0 397 N397A 30.459177 -79.243158 -3 Member Primary Data Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 1 M1 N20A N21 Offset Arm Beam None A36 Gr.36 Typical 2 M2 N22A N21 90 Corner Angle Beam None A36 Gr.36 Typical 3 M3 N21 N23 90 Corner Angle Beam None A36 Gr.36 Typical 4 M4 N25 N24A Offset Plate Beam None A36 Gr.36 Typical 5 M5 N24A N26A Offset Plate Beam None A36 Gr.36 Typical 6 M6 N27 N25 RIGID None None RIGID Typical 7 M7 N23 N28A RIGID None None RIGID Typical 8 M8 N31 N30A Offset Plate Beam None A36 Gr.36 Typical 9 M9 N30A N32A Offset Plate Beam None A36 Gr.36 Typical 10 M10 N33 N31 RIGID None None RIGID Typical 11 M11 N22A N34A RIGID None None RIGID Typical RISA-3D Version 19 [ 842250.r3d ] Page 8 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Member Primary Data (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Label I Node J Node Rotate(deq) Section/Shape Type Design List Material Design Rule 12 M12 N34B N35 90 Inner An le Beam None A36 Gr.36 Typical 13 M13 N36A N34B 90 Inner An le Beam None A36 Gr.36 Typical 14 M14 N40 N39 Offset Plate Beam None A36 Gr.36 Typical 15 M15 N39 N41 Offset Plate Beam None A36 Gr.36 Typical 16 M16 N42 N40 RIGID None None RIGID Typical 17 M17 N36A N43 RIGID None None RIGID Typical 18 M18 N44 N43A Offset Plate Beam None A36 Gr.36 Typical 19 M19 N43A N45 Offset Plate Beam None A36 Gr.36 Typical 20 M20 N46 N44 RIGID None None RIGID Typical 21 M21 N35 N47 RIGID None None RIGID Typical 22 M22 N23 N36A 90 Grating Angle Beam None A36 Gr.36 Typical 23 M23 N35 N22A 90 Grating Angle Beam None A36 Gr.36 Typical 24 M24 N47A N48 Offset Arm Beam None A36 Gr.36 Typical 25 M25 N49 N48 90 Corner Angle Beam None A36 Gr.36 Typical 26 M26 N48 N50 90 Corner Angle Beam None A36 Gr.36 Typical 27 M27 N52 N51 Offset Plate Beam None A36 Gr.36 Typical 28 M28 N51 N53 Offset Plate Beam None A36 Gr.36 Typical 29 M29 N54 N52 RIGID None None RIGID Typical 30 M30 N50 N55 RIGID None None RIGID Typical 31 M31 N57 N56 Offset Plate Beam None A36 Gr.36 Typical 32 M32 N56 N58 Offset Plate Beam None A36 Gr.36 Typical 33 M33 N59 N57 RIGID None None RIGID Typical 34 M34 N49 N60 RIGID None None RIGID Typical 35 M35 N61 N62 90 Inner An le Beam None A36 Gr.36 Typical 36 M36 N63 N61 90 Inner An le Beam None A36 Gr.36 Typical 37 M37 N65 N64 Offset Plate Beam None A36 Gr.36 Typical 38 M38 N64 N66 Offset Plate Beam None A36 Gr.36 Typical 39 M39 N67 N65 RIGID None None RIGID Typical 40 M40 N63 N68 RIGID None None RIGID Typical 41 M41 N70 N69 Offset Plate Beam None A36 Gr.36 Typical 42 M42 N69 N71 Offset Plate Beam None A36 Gr.36 Typical 43 M43 N72 N70 RIGID None None RIGID Typical 44 M44 N62 N73 RIGID None None RIGID Typical 45 M45 N50 N63 90 Grating Angle Beam None A36 Gr.36 Typical 46 M46 N62 N49 90 Grating Angle Beam None A36 Gr.36 Typical 47 M47 N74 N75 Offset Arm Beam None A36 Gr.36 Typical 48 M48 N76 N75 90 Corner Angle Beam None A36 Gr.36 T ical 49 M49 N75 N77 90 Corner Angle Beam None A36 Gr.36 T ical 50 M50 N79 N78 Offset Plate Beam None A36 Gr.36 T ical 51 M51 N78 N80 Offset Plate Beam None A36 Gr.36 T ical 52 M52 N81 N79 RIGID None None RIGID Typical 53 M53 N77 N82 RIGID None None RIGID Typical 54 M54 N84 N83 Offset Plate Beam None A36 Gr.36 Typical 55 M55 N83 N85 Offset Plate Beam None A36 Gr.36 Typical 56 M56 N86 N84 RIGID None None RIGID Typical 57 M57 N76 N87 RIGID None None RIGID Typical 58 M58 N88 N89 90 Inner An le Beam None A36 Gr.36 Typical 59 M59 N90 N88 90 Inner An le Beam None A36 Gr.36 Typical 60 M60 N92 N91 Offset Plate Beam None A36 Gr.36 Typical 61 M61 N91 N93 Offset Plate Beam None A36 Gr.36 Typical 62 M62 N94 N92 RIGID None None RIGID Typical 63 M63 N90 N95 RIGID None None RIGID Typical 64 M64 N97 N96 Offset Plate Beam None A36 Gr.36 Typical 65 M65 N96 N98 Offset Plate Beam None A36 Gr.36 Typical 66 M66 N99 N97 RIGID None None RIGID Typical RISA-3D Version 19 [ 842250.r3d ] Page 9 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Member Primary Data (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Label I Node J Node Rotate(deq) Section/Shape Type Desiqn List Material Desiqn Rule 67 M67 N89 N100 RIGID None None RIGID Typical 68 M68 N77 N90 90 Grating Angle Beam None A36 Gr.36 Typical 69 M69 N89 N76 90 Grating Angle Beam None A36 Gr.36 Typical 70 M70 N103 N105 RIGID None None RIGID Typical 71 M 71 N102 N104 RIGID None None RIGID Typical 72 M72 N106 N107 Face Horizontal Beam None A53 Gr.B Typical 73 M73 N110 N112 RIGID None None RIGID Typical 74 M 74 N109 N111 RIGID None None RIGID Typical 75 M75 N113 N114 Face Horizontal Beam None A53 Gr.B Typical 76 M76 N117 N119 RIGID None None RIGID Typical 77 M77 N116 N118 RIGID None None RIGID Typical 78 M78 N120 N121 Face Horizontal Beam None A53 Gr.B Typical 79 M 79 N122 N123 RIGID None None RIGID Typical 80 M80 N124 N125 RIGID None None RIGID Typical 81 M 81 N126 N127 RIGID None None RIGID Typical 82 M82 N128 N129 RIGID None None RIGID Typical 83 M83 N130 N131 RIGID None None RIGID Typical 84 M84 N132 N133 RIGID None None RIGID Typical 85 M85 M5 N136 RIGID None None RIGID Typical 86 M86 M4 N137 RIGID None None RIGID Typical 87 M87 M3 N138 RIGID None None RIGID Typical 88 M88 M2 N139 RIGID None None RIGID Typical 89 M89 M1 N140 RIGID None None RIGID Typical 90 M90 N141 N143 Mount Pie Beam None A53 Gr.B Typical 91 M91 N142 N144 Mount Pie Beam None A53 Gr.B Typical 92 M92 N145 N146 Mount Pie Beam None A53 Gr.B Typical 93 M93 N147 N148 Mount Pie Beam None A53 Gr.B Typical 94 M94 N149 N150 Mount Pie Beam None A53 Gr.B Typical 95 M 95 N151 N156 RIGID None None RIGID Typical 96 M 96 N152 N157 RIGID None None RIGID Typical 97 M 97 N153 N158 RIGID None None RIGID Typical 98 M98 N154 N159 RIGID None None RIGID Typical 99 M99 N155 N160 RIGID None None RIGID Typical 100 M100 N162 N161 Support Rail Beam None A53 Gr.B Typical 101 M101 N163 N168 RIGID None None RIGID Typical 102 M102 N164 N169 RIGID None None RIGID Typical 103 M103 N165 N170 RIGID None None RIGID Typical 104 M104 N166 N171 RIGID None None RIGID Typical 105 M105 N167 N172 RIGID None None RIGID Typical 106 M106 N173 N175 Mount Pie Beam None A53 Gr.B Typical 107 M107 N174 N176 Mount Pie Beam None A53 Gr.B Typical 108 M108 N177 N178 Mount Pie Beam None A53 Gr.B Typical 109 M109 N179 N180 Mount Pie Beam None A53 Gr.B Typical 110 M110 N181 N182 Mount Pie Beam None A53 Gr.B Typical 111 M111 N183 N188 RIGID None None RIGID Typical 112 M112 N184 N189 RIGID None None RIGID Typical 113 M113 N185 N190 RIGID None None RIGID Typical 114 M114 N186 N191 RIGID None None RIGID Typical 115 M115 N187 N192 RIGID None None RIGID Typical 116 M116 N194 N193 Support Rail Beam None A53 Gr.B Typical 117 M117 N195 N200 RIGID None None RIGID Typical 118 M118 N196 N201 RIGID None None RIGID Typical 119 M119 N197 N202 RIGID None None RIGID Typical 120 M120 N198 N203 RIGID None None RIGID Typical 121 M121 N199 N204 RIGID None None RIGID Typical RISA-3D Version 19 [ 842250.r3d ] Page 10 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Member Primary Data (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Label I Node J Node Rotate(deq) Section/Shape Type Design List Material Design Rule 122 M122 N205 N207 Mount Pie Beam None A53 Gr.B Tvpical 123 M123 N206 N208 Mount Pie Beam None A53 Gr.B Typical 124 M124 N209 N210 Mount Pie Beam None A53 Gr.B Typical 125 M125 N211 N212 Mount Pie Beam None A53 Gr.B Typical 126 M126 N213 N214 Mount Pie Beam None A53 Gr.B Typical 127 M127 N215 N220 RIGID None None RIGID Typical 1281 M128 N216 N221 RIGID None None RIGID Typical 129 M129 N217 N222 RIGID None None RIGID Typical 130 M130 N218 N223 RIGID None None RIGID Typical 131 M131 N219 N224 RIGID None None RIGID Typical 132 M132 N226 N225 Support Rail Beam None A53 Gr.B Typical 133 M133 N227 N233 RIGID None None RIGID Typical 134 M134 N229 N230 RIGID None None RIGID Typical 135 M135 N231 N232 RIGID None None RIGID Typical 136 M136 N233A N234 RIGID None None RIGID Typical 137 M137 N235 N236 RIGID None None RIGID Typical 138 M138 N237 N238 RIGID None None RIGID Typical 139 M139 N239 N240 Support Rail PLate Beam None A36 Gr.36 Typical 140 M140 N242 N243 Support Rail PLate Beam None A36 Gr.36 Typical 141 M141 N244 N245 Support Rail PLate Beam None A36 Gr.36 Typical 142 M142 N246 N247 Support Rail PLate Beam None A36 Gr.36 Typical 143 M143 N249 N250 Support Rail PLate Beam None A36 Gr.36 Typical 144 M144 N251 N252 Support Rail PLate Beam None A36 Gr.36 Typical 145 M145 N247 N240 Support Rail PLate Beam None A36 Gr.36 Typical 146 M146 N252 N245 Support Rail PLate Beam None A36 Gr.36 Typical 147 M147 N243 N250 Support Rail PLate Beam None A36 Gr.36 Typical 148 M148 N251A N253 RIGID None None RIGID Typical 149 M149 N252A N254 RIGID None None RIGID Typical 150 M150 N255 N257 RIGID None None RIGID Typical 151 M151 N256 N258 RIGID None None RIGID Typical 152 M152 N259 N261 RIGID None None RIGID Typical 153 M153 N260 N262 RIGID None None RIGID Typical 154 M154 N262 N253 MOD - Corner Brace Pipes Beam None A53 Gr.B Typical 155 M155 N254 N257 MOD - Corner Brace Pipes Beam None A53 Gr.B Typical 156 M156 N258 N261 MOD - Corner Brace Pipes Beam None A53 Gr.B Typical 157 KM1 KN1 KN2 RIGID None None RIGID Typical 158 KM2 KN3 KN4 RIGID None None RIGID Typical 159 KM3 KN5 KN6 RIGID None None RIGID Typical 160 KM4 KN7 KN8 RIGID None None RIGID Typical 161 KM5 KN3 KN7 180 MOD - Kickers Beam None A36 Gr.36 Typical 162 KM6 KN4 KN8 90 MOD - Kickers Beam None A36 Gr.36 Typical 163 KM7 KN9 KN10 RIGID None None RIGID Typical 164 KM8 KN11 KN12 RIGID None None RIGID Typical 165 KM9 KN13 KN14 RIGID None None RIGID Typical 166 KM10 KN15 KN16 RIGID None None RIGID Typical 167 KM11 KN11 KN15 180 MOD - Kickers Beam None A36 Gr.36 Typical 168 KM12 KN12 KN16 90 MOD - Kickers Beam None A36 Gr.36 Typical 169 KM13 KN17 KN18 RIGID None None RIGID 170 KM14 KN19 KN20 RIGID None None RIGID —Typical Typical 171 KM15 KN21 KN22 RIGID None None RIGID Typical 172 KM16 KN23 KN24 RIGID None None RIGID Typical 173 KM17 KN19 KN23 180 MOD - Kickers Beam None A36 Gr.36 Typical 174 KM18 KN20 KN24 90 MOD - Kickers Beam None A36 Gr.36 Typical 175 M175 N287 A1T RIGID None None RIGID Typical 176 M176 N288 A113 RIGID None None RIGID Typical RISA-3D Version 19 [ 842250.r3d ] Page 11 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Member Primary Data (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Label I Node J Node Rotate(deq) Section/Shape Type Desiqn List Material Desiqn Rule 177 M177 N292 A2T RIGID None None RIGID Typical 178 M178 N293 A2B RIGID None None RIGID Typical 179 M179 N296 A4T RIGID None None RIGID Typical 180 M180 N297 A4B RIGID None None RIGID Typical 181 M181 N302 A4R-1 RIGID None None RIGID Typical 182 M182 N301 A4R-2 RIGID None None RIGID Typical 183 M183 N300 A4R-3 RIGID None None RIGID Typical 184 M184 N306 A3R RIGID None None RIGID Typical 185 M185 N309 A1R-1 RIGID None None RIGID Typical 186 M186 N308 A1R-2 RIGID None None RIGID Typical 187 M202 N342 G1T RIGID None None RIGID Typical 188 M203 N343 GIB RIGID None None RIGID Typical 189 M204 N347 G2T RIGID None None RIGID Typical 190 M205 N348 G213 RIGID None None RIGID Typical 191 M206 N351 G4T RIGID None None RIGID Typical 192 M207 N352 G413 RIGID None None RIGID Typical 193 M208 N357 G4R-1 RIGID None None RIGID Typical 194 M209 N356 G4R-2 RIGID None None RIGID Typical 195 M210 N355 G4R-3 RIGID None None RIGID Typical 196 M211 N361 G3R RIGID None None RIGID Typical 197 M212 N364 G1R-1 RIGID None None RIGID Typical 198 M213 N363 G1R-2 RIGID None None RIGID Typical 199 M229 N397 BIT RIGID None None RIGID Typical 200 M230 N398 BIB RIGID None None RIGID Typical 201 M231 N402 B2T RIGID None None RIGID Typical 202 M232 N403 B21B RIGID None None RIGID Typical 203 M233 N406 B4T RIGID None None RIGID Typical 204 M234 N407 134B RIGID None None RIGID Typical 205 M235 N412 B4R-1 RIGID None None RIGID Typical 206 M236 N411 B4R-2 RIGID None None RIGID Typical 207 M237 N410 B4R-3 RIGID None None RIGID Typical 208 M238 N416 B3R RIGID None None RIGID Typical 209 M239 N419 B1R-1 RIGID None None RIGID Typical 210 M240 N418 B1R-2 RIGID None None RIGID Typical 211 M211A N363A N362 RIGID None None RIGID Typical 212 M212A N365 N364A RIGID None None RIGID Typical 213 M213A N367 N366 RIGID None None RIGID Typical 214 M214 N369 N368 RIGID None None RIGID Typical 215 M215 N371 N370 RIGID None None RIGID Typical 216 M216 N373 N372 RIGID None None RIGID Typical 217 M217 N374 N375 RIGID None None RIGID Typical 218 M218 N377 N376 RIGID None None RIGID Typical 219 M219 N378 N379 RIGID None None RIGID Typical 220 M220 N380 N381 RIGID None None RIGID Typical 221 M221 N379 N377 MOD - SFS Beam None A36 Gr.36 Typical 222 M222 N376 N381 MOD - SFS Beam None A36 Gr.36 T ical 223 M223 N382 N383 RIGID None None RIGID T ical 224 M224 N385 N384 RIGID None None RIGID Typical 225 M225 N386 N387 RIGID None None RIGID T ical 226 M226 N388 N389 RIGID None None RIGID Typical 227 M227 N387 N385 MOD - SFS Beam None A36 Gr.36 Typical 228 M228 N384 N389 MOD - SFS Beam None A36 Gr.36 Typical 229 M229A N390 N391 RIGID None None RIGID Typical 230 M230A N393 N392 RIGID None None RIGID Typical 231 M 231A N394 N395 RIGID None None RIGID Typical RISA-3D Version 19 [ 842250.r3d ] Page 12 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Member Primary Data (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Label I Node J Node Rotate(deq) Section/Shape Type Desiqn List Material Desiqn Rule 232 M232A N396 N397A RIGID None None RIGID Typical 233 M233A N395 N393 MOD - SFS Beam None A36 Gr.36 Typical 234 M234A N392 N397A MOD - SFS Beam None A36 Gr.36 TVpical Hot Rolled Steel Design Parameters Label Shape Length [in] Lcomp top [in] Function 1 M 1 Offset Arm 60 Lbyy Lateral 2 M2 Corner Angle 13 Lbyy Lateral 3 M3 Corner Angle 13 Lbyy Lateral 4 M4 Offset Plate 6 Lbyy Lateral 5 M5 Offset Plate 3 Lbyy Lateral 6 M8 Offset Plate 6 Lbyy Lateral 7 M9 Offset Plate 3 Lbyy Lateral 8 M12 Inner An le 30 Lbyy Lateral 9 M13 Inner An le 30 Lbyy Lateral 10 M14 Offset Plate 6 Lbyy Lateral 11 M15 Offset Plate 3 Lbyy Lateral 12 M 18 Offset Plate 6 Lbyy Lateral 13 M19 Offset Plate 3 Lbyy Lateral 14 M22 Grating Angle 32.39 Lbyy Lateral 15 M23 Grating Angle 32.39 Lbyy Lateral 16 M24 Offset Arm 60 Lbyy Lateral 17 M25 Corner Angle 13 Lbyy Lateral 18 M26 Corner Angle 13 Lbyy Lateral 19 M27 Offset Plate 6 Lbyy Lateral 20 M28 Offset Plate 2.999 Lbyy Lateral 21 M31 Offset Plate 6 Lbyy Lateral 22 M32 Offset Plate 3 Lbyy Lateral 23 M35 Inner An le 30 Lbyy Lateral 24 M36 Inner An le 30 Lbyy Lateral 25 M37 Offset Plate 6 Lbyy Lateral 26 M38 Offset Plate 3 Lbyy Lateral 27 M41 Offset Plate 6 Lbyy Lateral 28 M42 Offset Plate 3 Lbyy Lateral 29 M45 Grating Angle 32.39 Lbyy Lateral 30 M46 Grating Angle 32.39 Lbyy Lateral 31 M47 Offset Arm 60 Lbyy Lateral 32 M48 Corner An le 13 Lbyy Lateral 33 M49 Corner Angle 13 Lbyy Lateral 34 M50 Offset Plate 6 Lbyy Lateral 35 M51 Offset Plate 3 Lbyy Lateral 36 M54 Offset Plate 6 Lbyy Lateral 37 M55 Offset Plate 3 Lbyy Lateral 38 M58 Inner Angle 30 Lbyy Lateral 39 M59 Inner An le 30 Lbyy Lateral 40 M60 Offset Plate 6 Lbyy Lateral 41 M61 Offset Plate 3 Lbyy Lateral 42 M64 Offset Plate 6 Lbyy Lateral 43 M65 Offset Plate 3 Lbyy Lateral 44 M68 Grating Angle 32.39 Lbyy Lateral 45 M69 Grating Angle 32.39 Lbyy Lateral 46 M72 Face Horizontal 150 Lbyy Lateral 47 M75 Face Horizontal 150 Lbyy Lateral 48 M78 Face Horizontal 150 Lbyy Lateral 49 M90 Mount Pie 120 Lbyy Lateral RISA-3D Version 19 [ 842250.r3d ] Page 13 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Hot Rolled Steel Design Parameters (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Label Shape Length [in] Lcomp top [in] Function 50 M91 Mount Pie 120 Lbyy Lateral 51 M92 Mount Pie 96 Lbyy Lateral 52 M93 Mount Pie 72 Lbyy Lateral 53 M94 Mount Pie 72 Lbyy Lateral 54 M100 Support Rail 174 Lbyy Lateral 55 M106 Mount Pie 120 Lbyy Lateral 56 M107 Mount Pie 120 Lbyy Lateral 57 M108 Mount Pie 96 Lbyy Lateral 58 M109 Mount Pie 72 Lbyy Lateral 59 M110 Mount Pie 72 Lbyy Lateral 60 M116 Support Rail 174 Lbyy Lateral 61 M122 Mount Pie 120 Lbyy Lateral 62 M123 Mount Pie 120 Lbyy Lateral 63 M124 Mount Pie 96 Lbyy Lateral 64 M125 Mount Pie 72 Lbyy Lateral 65 M126 Mount Pie 72 Lbyy Lateral 66 M132 Support Rail 174 Lbyy Lateral 67 M139 Support Rail PLate 3 Lbyy Lateral 68 M140 Support Rail PLate 3 Lbyy Lateral 69 M141 Support Rail PLate 3 Lbyy Lateral 70 M142 Support Rail PLate 3 Lbyy Lateral 71 M143 Support Rail PLate 3 Lbyy Lateral 72 M144 Support Rail PLate 3 Lbyy Lateral 73 M145 Support Rail PLate 7.104 Lbyy Lateral 74 M146 Support Rail PLate 7.104 Lbyy Lateral 75 M147 Support Rail PLate 7.104 Lbyy Lateral 76 M154 MOD - Corner Brace Pipes 49.96 Lbyy Lateral 77 M155 MOD - Corner Brace Pipes 49.96 Lbyy Lateral 78 M156 MOD - Corner Brace Pipes 49.96 Lbyy Lateral 79 KM5 MOD - Kickers 50.531 Lbyy Lateral 80 KM6 MOD - Kickers 50.531 Lbyy Lateral 81 KM11 MOD - Kickers 50.531 Lbyy Lateral 82 KM12 MOD - Kickers 50.531 Lbyy Lateral 83 KM17 MOD - Kickers 50.531 Lbyy Lateral 84 KM18 MOD - Kickers 50.531 Lbyy Lateral 85 M221 MOD - SFS 82.152 Lbyy Lateral 86 M222 MOD - SFS 82.152 Lbyy Lateral 87 M227 MOD - SFS 82.152 Lbyy Lateral 88 M228 MOD - SFS 82.152 Lbyy Lateral 89 M233A MOD - SFS 82.152 Lbyy Lateral 90 M234A MOD - SFS 82.152 Lbyy Lateral Basic Load Cases BLC Description Category Z Gravity Nodal Distributed 1 Dead DL -1 36 2 Dead of Ice RL 36 90 4 Structure Wind 0 None 180 5 Structure Wind 30 None 180 6 Structure Wind 45 None 180 7 Structure Wind 60 None 180 8 Structure Wind 90 None 180 9 Structure Wind 120 None 180 10 Structure Wind 135 None 180 11 Structure Wind 150 None 180 12 Structure Wind w/ Ice 0 None 180 RISA-3D Version 19 [ 842250.r3d ] Page 14 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Basic Load Cases (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM BLC Description Cateqory Z Gravity Nodal Distributed 13 Structure Wind w/ Ice 30 None 180 14 Structure Wind w/ Ice 45 None 180 15 Structure Wind w/ Ice 60 None 180 16 Structure Wind w/ Ice 90 None 180 17 Structure Wind w/ Ice 120 None 180 18 Structure Wind w/ Ice 135 None 180 19 Structure Wind w/ Ice 150 None 180 20 Antenna Wind 0 None 72 21 Antenna Wind 30 None 72 22 Antenna Wind 45 None 72 23 Antenna Wind 60 None 72 24 Antenna Wind 90 None 72 25 Antenna Wind 120 None 72 26 Antenna Wind 135 None 72 27 Antenna Wind 150 None 72 28 Antenna Wind w/ Ice 0 None 72 29 Antenna Wind w/ Ice 30 None 72 30 Antenna Wind w/ Ice 45 None 72 31 Antenna Wind w/ Ice 60 None 72 32 Antenna Wind w/ Ice 90 None 72 33 Antenna Wind w/ Ice 120 None 72 34 Antenna Wind w/ Ice 135 None 72 35 Antenna Wind w/ Ice 150 None 72 36 Seismic X ELX 36 90 37 Seismic Y ELY 36 90 38 Maintenance Live Lm 1 01-1 1 39 Maintenance Live Lm 2 OL2 1 40 Maintenance Live Lm 3 01-3 1 41 Maintenance Live Lm 4 01-4 1 42 Maintenance Live Lm 5 01-5 1 Load Combinations Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor 1 Summary: 1.OD + 1.OW Yes Y DL 1 20 1 2 1.4D Yes Y DL 1.4 3 1.2D + 1.OW 0 Yes Y DL 1.2 4 1 20 1 4 1.2D + 1.OW 30 Yes Y DL 1.2 5 1 21 1 5 1.2D + 1.OW 45 Yes Y DL 1.2 6 1 22 1 6 1.2D + 1.OW 60 Yes Y DL 1.2 7 1 23 1 7 1.2D + 1.OW 90 Yes Y DL 1.2 8 1 24 1 8 1.2D + 1.OW 120 Yes Y DL 1.2 9 1 25 1 9 1.2D + 1.OW 135 Yes Y DL 1.2 10 1 26 1 10 1.2D + 1.OW 150 Yes Y DL 1.2 11 1 27 1 11 1.2D + 1.OW 180 Yes Y DL 1.2 4 -1 20 -1 12 1.2D + 1.OW 210 Yes Y DL 1.2 5 -1 21 -1 13 1.2D + 1.OW 225 Yes Y DL 1.2 6 -1 22 -1 14 1.2D + 1.OW 240 Yes Y DL 1.2 7 -1 23 -1 15 1.2D + 1.OW 270 Yes Y DL 1.2 8 -1 24 -1 16 1.2D + 1.OW 300 Yes Y DL 1.2 9 -1 25 -1 17 1.2D + 1.OW 315 Yes Y DL 1.2 10 -1 26 -1 18 1.2D + 1.OW 330 Yes Y DL 1.2 11 -1 27 -1 19 1.2D + 1.ODi + 1.OWi 0 Yes Y DL 1.2 RL 1 12 1 28 1 20 1.2D + 1.ODi + 1.OWi 30 Yes Y DL 1.2 RL 1 13 1 29 1 21 1.2D + 1.ODi + 1.OWi 45 Yes Y DL 1.2 RL 1 14 1 30 1 22 1.2D + 1.ODi + 1.OWi 60 Yes Y DL 1.2 RL 1 15 1 31 1 RISA-3D Version 19 [ 842250.r3d ] Page 15 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Load Combinations (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor 23 1.2D + 1.ODi + 1.OWi 90 Yes Y DL 1.2 RL 1 16 1 32 1 24 1.2D + 1.ODi + 1.OWi 120 Yes Y DL 1.2 RL 1 17 1 33 1 25 1.2D + 1.ODi + 1.OWi 135 Yes Y DL 1.2 RL 1 18 1 34 1 26 1.2D + 1.ODi + 1.OWi 150 Yes Y DL 1.2 RL 1 19 1 35 1 27 1.2D + 1.ODi + 1.OWi 180 Yes Y DL 1.2 RL 1 12 -1 28 -1 28 1.2D + 1.ODi + 1.OWi 210 Yes Y DL 1.2 RL 1 13 -1 39 -1 29 1.2D + 1.ODi + 1.OWi 225 Yes Y DL 1.2 RL 1 14 -1 30 -1 30 1.2D + 1.ODi + 1.OWi(240) Yes Y DL 1.2 RL 1 15 -1 31 -1 31 1.2D + 1.ODi + 1.OWi 270 Yes Y DL 1.2 RL 1 16 -1 32 -1 32 1.2D + 1.ODi + 1.OWi 300 Yes Y DL 1.2 RL 1 17 -1 33 -1 33 1.2D + 1.ODi + 1.OWi 315 Yes Y DL 1.2 RL 1 18 -1 34 -1 34 1.2D + 1.ODi + 1.OWi 330 Yes Y DL 1.2 RL 1 19 -1 35 -1 35 1.2D + 1.0E 0 Yes Y DL 1.2 ELX -1 ELY 36 1.2D + 1.0E 30 Yes Y DL 1.2 ELX -0.866 ELY 0.5 37 1.2D + 1.0E 45 Yes Y DL 1.2 ELX -0.707 ELY 0.707 38 1.2D + 1.OE(60) Yes Y DL 1.2 ELX -0.5 ELY 0.866 39 1.2D + 1.0E 90 Yes Y DL 1.2 ELX -2.268e-07 ELY 1 40 1.2D + 1.0E 120 Yes Y DL 1.2 ELX 0.5 ELY 0.866 41 1.2D + 1.0E 135 Yes Y DL 1.2 ELX 0.707 ELY 0.707 42 1.2D + 1.0E 150 Yes Y DL 1.2 ELX 0.866 ELY 0.5 43 1.2D + 1.0E 180 Yes Y DL 1.2 ELX 1 ELY 4.536e-07 44 1.2D + 1.0E 210 Yes Y DL 1.2 ELX 0.866 ELY -0.5 45 1.2D + 1.0E 225 Yes Y DL 1.2 ELX 0.707 ELY -0.707 46 1.2D + 1.OE(240) Yes Y DL 1.2 ELX 0.5 ELY -0.866 47 1.2D + 1.0E 270 Yes Y DL 1.2 ELX 6.804e-07 ELY -1 48 1.2D + 1.0E 300 Yes Y DL 1.2 ELX -0.5 ELY -0.866 49 1.2D + 1.0E 315 Yes Y DL 1.2 ELX -0.707 ELY -0.707 50 1.2D + 1.0E 330 Yes Y DL 1.2 ELX -0.866 ELY -0.5 51 0.9D + 1.0E 0 Yes Y DL 1.2 ELX -1 ELY 52 0.9D + 1.0E 30 Yes Y DL 1.2 ELX -0.866 ELY 0.5 53 0.9D + 1.0E 45 Yes Y DL 1.2 ELX -0.707 ELY 0.707 54 0.9D + 1.OE(60) Yes Y DL 1.2 ELX -0.5 ELY 0.866 55 0.9D + 1.0E 90 Yes Y DL 1.2 ELX -2.268e-07 ELY 1 56 0.9D + 1.0E 120 Yes Y DL 1.2 ELX 0.5 ELY 0.866 57 0.9D + 1.0E 135 Yes Y DL 1.2 ELX 0.707 ELY 0.707 58 0.9D + 1.0E 150 Yes Y DL 1.2 ELX 0.866 ELY 0.5 59 0.9D + 1.0E 180 Yes Y DL 1.2 ELX 1 ELY 4.536e-07 60 0.9D + 1.0E 210 Yes Y DL 1.2 ELX 0.866 ELY -0.5 61 0.9D + 1.0E 225 Yes Y DL 1.2 ELX 0.707 ELY -0.707 62 0.9D + 1.OE(240) Yes Y DL 1.2 ELX 0.5 ELY -0.866 63 0.9D + 1.0E 270 Yes Y DL 1.2 ELX 6.804e-07 ELY -1 64 0.9D + 1.0E 300 Yes Y DL 1.2 ELX -0.5 ELY -0.866 65 0.9D + 1.0E 315 Yes Y DL 1.2 ELX -0.707 ELY -0.707 66 0.9D + 1.0E 330 Yes Y DL 1.2 ELX -0.866 ELY -0.5 67 1.2D + 1.51-m 1 + 1.OWm 0 Yes Y DL 1.2 4 0.094 20 0.094 01-1 1.5 68 1.2D + 1.51-m 1 + 1.OWm 30 Yes Y DL 1.2 5 0.094 21 0.094 01-1 1.5 69 1.2D + 1.51-m 1 + 1.OWm 45 Yes Y DL 1.2 6 0.094 22 0.094 01-1 1.5 70 1.2D + 1.51-m(1) + 1.OWm(60) Yes Y DL 1.2 7 0.094 23 0.094 01-1 1.5 71 1.2D + 1.51-m 1 + 1.OWm 90 Yes Y DL 1.2 8 0.094 24 0.094 01-1 1.5 72 1.2D + 1.51-m 1 + 1.OWm 120 Yes Y DL 1.2 9 0.094 25 0.094 01-1 1.5 73 1.2D + 1.51-m 1 + 1.OWm 135 Yes Y DL 1.2 10 0.094 26 0.094 01-1 1.5 74 1.2D + 1.51-m 1 + 1.OWm 150 Yes Y DL 1.2 11 0.094 27 0.094 OL1 1.5 75 1.2D + 1.51-m 1 + 1.OWm 180 Yes Y DL 1.2 4 -0.094 20 -0.094 01-1 1.5 761 1.2D + 1.51-m 1 + 1.OWm 210 Yes Y DL 1.2 5 -0.094 21 -0.094 01-1 1.5 771 1.2D + 1.51-m 1 + 1.OWm 225 Yes Y DL 1.2 6 -0.094 22 -0.094 01-1 1.5 RISA-31D Version 19 [ 842250.r3d ] Page 16 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Load Combinations (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor 78 1.2D + 1.51-m 1 + 1.OWm 240 Yes Y DL 1.2 7 -0.094 23 -0.094 01-1 1.5 79 1.2D + 1.51-m 1 + 1.OWm 270 Yes Y DL 1.2 8 -0.094 24 -0.094 01-1 1.5 80 1.2D + 1.51-m 1 + 1.OWm 300 Yes Y DL 1.2 9 -0.094 25 -0.094 01-1 1.5 81 1.2D + 1.51-m 1 + 1.OWm 315 Yes Y DL 1.2 10 -0.094 26 -0.094 01-1 1.5 82 1.2D + 1.51-m 1 + 1.OWm 330 Yes Y DL 1.2 11 -0.094 27 -0.094 01-1 1.5 83 1.2D + 1.51-m 2 + 1.OWm 0 Yes Y DL 1.2 4 0.094 20 0.094 01-2 1.5 84 1.2D + 1.51-m 2 + 1.OWm 30 Yes Y DL 1.2 5 0.094 21 0.094 OL2 1.5 85 1.2D + 1.51-m 2 + 1.OWm 45 Yes Y DL 1.2 6 0.094 22 0.094 01-2 1.5 86 1.2D + 1.51-m 2 + 1.OWm 60 Yes Y DL 1.2 7 0.094 23 0.094 OL2 1.5 87 1.2D + 1.51-m 2 + 1.OWm 90 Yes Y DL 1.2 8 0.094 24 0.094 01-2 1.5 88 1.2D + 1.51-m 2 + 1.OWm 120 Yes Y DL 1.2 9 0.094 25 0.094 OL2 1.5 89 1.2D + 1.51-m 2 + 1.OWm 135 Yes Y DL 1.2 10 0.094 26 0.094 01-2 1.5 90 1.2D + 1.51-m 2 + 1.OWm 150 Yes Y DL 1.2 11 0.094 27 0.094 OL2 1.5 91 1.2D + 1.51-m 2 + 1.OWm 180 Yes Y DL 1.2 4 -0.094 20 -0.094 01-2 1.5 92 1.2D + 1.51-m 2 + 1.OWm 210 Yes Y DL 1.2 5 -0.094 21 -0.094 OL2 1.5 93 1.2D + 1.51-m 2 + 1.OWm 225 Yes Y DL 1.2 6 -0.094 22 -0.094 01-2 1.5 94 1.2D + 1.51-m 2 + 1.OWm 240 Yes Y DL 1.2 7 -0.094 23 -0.094 OL2 1.5 95 1.2D + 1.51-m 2 + 1.OWm 270 Yes Y DL 1.2 8 -0.094 24 -0.094 01-2 1.5 96 1.2D + 1.51-m 2 + 1.OWm 300 Yes Y DL 1.2 9 -0.094 25 -0.094 OL2 1.5 97 1.2D + 1.51-m 2 + 1.OWm 315 Yes Y DL 1.2 10 -0.094 26 -0.094 01-2 1.5 98 1.2D + 1.5Lm 2 + 1.OWm 330 Yes Y DL 1.2 11 -0.094 27 -0.094 01-2 1.5 99 1.2D + 1.51-m 3 + 1.OWm 0 Yes Y DL 1.2 4 0.094 20 0.094 01-3 1.5 100 1.2D + 1.51-m 3 + 1.OWm 30 Yes Y DL 1.2 5 0.094 21 0.094 01-3 1.5 101 1.2D + 1.51-m 3 + 1.OWm 45 Yes Y DL 1.2 6 0.094 22 0.094 01-3 1.5 102 1.2D + 1.51-m 3 + 1.OWm 60 Yes Y DL 1.2 7 0.094 23 0.094 OL3 1.5 103 1.2D + 1.51-m 3 + 1.OWm 90 Yes Y DL 1.2 8 0.094 24 0.094 01-3 1.5 104 1.2D + 1.51-m 3 + 1.OWm 120 Yes Y DL 1.2 9 0.094 25 0.094 OL3 1.5 105 1.2D + 1.51-m 3 + 1.OWm 135 Yes Y DL 1.2 10 0.094 26 0.094 01-3 1.5 106 1.2D + 1.51-m 3 + 1.OWm 150 Yes Y DL 1.2 11 0.094 27 0.094 01-3 1.5 107 1.2D + 1.51-m 3 + 1.OWm 180 Yes Y DL 1.2 4 -0.094 20 -0.094 01-3 1.5 108 1.2D + 1.51-m 3 + 1.OWm 210 Yes Y DL 1.2 5 -0.094 21 -0.094 OL3 1.5 109 1.2D + 1.51-m 3 + 1.OWm 225 Yes Y DL 1.2 6 -0.094 22 -0.094 01-3 1.5 110 1.2D + 1.51-m 3 + 1.OWm 240 Yes Y DL 1.2 7 -0.094 23 -0.094 OL3 1.5 111 1.2D + 1.51-m 3 + 1.OWm 270 Yes Y DL 1.2 8 -0.094 24 -0.094 01-3 1.5 112 1.2D + 1.51-m 3 + 1.OWm 300 Yes Y DL 1.2 9 -0.094 25 -0.094 01-3 1.5 113 1.2D + 1.51-m 3 + 1.OWm 315 Yes Y DL 1.2 10 -0.094 26 -0.094 01-3 1.5 114 1.2D + 1.51-m 3 + 1.OWm 330 Yes Y DL 1.2 11 -0.094 27 -0.094 OL3 1.5 115 1.2D + 1.51-m 4 + 1.OWm 0 Yes Y DL 1.2 4 0.094 20 0.094 01-4 1.5 116 1.2D + 1.51-m 4 + 1.OWm 30 Yes Y DL 1.2 5 0.094 21 0.094 01-4 1.5 117 1.2D + 1.51-m 4 + 1.OWm 45 Yes Y DL 1.2 6 0.094 22 0.094 01-4 1.5 118 1.2D + 1.51-m 4 + 1.OWm 60 Yes Y DL 1.2 7 0.094 23 0.094 OL4 1.5 119 1.2D + 1.51-m 4 + 1.OWm 90 Yes Y DL 1.2 8 0.094 24 0.094 01-4 1.5 120 1.2D + 1.51-m 4 + 1.OWm 120 Yes Y DL 1.2 9 0.094 25 0.094 OL4 1.5 121 1.2D + 1.51-m 4 + 1.OWm 135 Yes Y DL 1.2 10 0.094 26 0.094 01-4 1.5 122 1.2D + 1.51-m 4 + 1.OWm 150 Yes Y DL 1.2 11 0.094 27 0.094 01-4 1.5 123 1.2D + 1.51-m 4 + 1.OWm 180 Yes Y DL 1.2 4 -0.094 20 -0.094 01-4 1.5 124 1.2D + 1.51-m 4 + 1.OWm 210 Yes Y DL 1.2 5 -0.094 21 -0.094 OL4 1.5 125 1.2D + 1.51-m 4 + 1.OWm 225 Yes Y DL 1.2 6 -0.094 22 -0.094 01-4 1.5 126 1.2D + 1.51-m 4 + 1.OWm 240 Yes Y DL 1.2 7 -0.094 23 -0.094 OL4 1.5 127 1.2D + 1.51-m 4 + 1.OWm 270 Yes Y DL 1.2 8 -0.094 24 -0.094 01-4 1.5 128 1.2D + 1.51-m 4 + 1.OWm 300 Yes Y DL 1.2 9 -0.094 25 -0.094 OL4 1.5 129 1.2D + 1.51-m 4 + 1.OWm 315 Yes Y DL 1.2 10 -0.094 26 -0.094 OL4 1.5 130 1.2D + 1.51-m 4 + 1.OWm 330 Yes Y DL 1.2 11 -0.094 27 -0.094 OL4 1.5 131 1.2D + 1.51-m 5 + 1.OWm 0 Yes Y DL 1.2 4 0.094 20 0.094 01-5 1.5 132 1.2D + 1.51-m 5 + 1.OWm 30 Yes Y DL 1.2 5 0.094 21 0.094 OL51 1.5 RISA-31D Version 19 [ 842250.r3d ] Page 17 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Load Combinations (Continued) npscrintinn SnIVA P-nplta RI C Factnr RI C Factnr RI C Factnr RI C Factnr 133 1.2D + 1.51-m 5 + 1.OWm 45 Yes Y DL 1.2 6 0.094 22 0.094 01-5 1.5 134 1.2D + 1.51-m 5 + 1.OWm 60 Yes Y DL 1.2 7 0.094 23 0.094 01-5 1.5 135 1.2D + 1.51-m 5 + 1.OWm 90 Yes Y DL 1.2 8 0.094 24 0.094 01-5 1.5 136 1.2D + 1.51-m 5 + 1.OWm 120 Yes Y DL 1.2 9 0.094 25 0.094 OL5 1.5 137 1.2D + 1.51-m 5 + 1.OWm 135 Yes Y DL 1.2 10 0.094 26 0.094 01-5 1.5 138 1.2D + 1.51-m 5 + 1.OWm 150 Yes Y DL 1.2 11 0.094 27 0.094 01-5 1.5 139 1.2D + 1.51-m 5 + 1.OWm 180 Yes Y DL 1.2 4 -0.094 20 -0.094 01-5 1.5 140 1.2D + 1.51-m(5) + 1.OWm(210) Yes Y DL 1.2 5 -0.094 21 -0.094 01-5 1.5 141 1.2D + 1.51-m 5 + 1.OWm 225 Yes Y DL 1.2 6 -0.094 22 -0.094 01-5 1.5 142 1.2D + 1.51-m 5 + 1.OWm 240 Yes Y DL 1.2 7 -0.094 23 -0.094 01-5 1.5 143 1.2D + 1.51-m 5 + 1.OWm 270 Yes Y DL 1.2 8 -0.094 24 -0.094 01-5 1.5 144 1.2D + 1.51-m 5 + 1.OWm 300 Yes Y DL 1.2 9 -0.094 25 -0.094 OL5 1.5 11451 1.2D + 1.51-m 5 + 1.OWm 315 Yes Y DL 1.2 10 -0.094 26 -0.094 01-5 1.5 11461 1.2D + 1.51-m 5 + 1.OWm 330 Yes Y DL 1.2 11 -0.094 27 -0.094 OL5 1.5 Node Loads and Enforced Displacements (BLC 1 : Dead) Node Label L. D. M Direction Magnitude 1(lb. lb-ft). (in. rad). (lb*s2/in. Ib*s2*in)l 1 A1T L Z -57.5 2 Al B L Z -57.5 3 B1T L Z -57.5 4 131B L Z -57.5 5 G1T L Z -57.5 6 G 1 B L Z -57.5 7 A4T L Z -44.1 8 A4B L Z -44.1 9 B4T L Z -44.1 10 B4B L Z -44.1 11 G4T L Z -44.1 12 G413 L Z -44.1 13 A2T L Z -49.6 14 A213 L Z -49.6 15 B2T L Z -49.6 16 B213 L Z -49.6 17 G2T L Z -49.6 18 G2B L Z -49.6 19 Al R-2 L Z -51 20 B 1 R-2 L Z -51 21 G 1 R-2 L Z -51 22 A4R-1 L Z -56.8 23 B4R-1 L Z -56.8 24 G4R-1 L Z -56.8 25 A4R-2 L Z -91 26 B4R-2 L Z -91 27 G4R-2 L Z -91 28 Al R-1 L Z -36.8 29 B1 R-1 L Z -36.8 30 G 1 R-1 L Z -36.8 31 A4R-3 L Z -101.4 32 B4R-3 L Z -101.4 33 G4R-3 L Z -101.4 34 A3R L Z -32.8 35 B3R L Z -32.8 36 G3R L Z -32.8 RISA-3D Version 19 [ 842250.r3d ] Page 18 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Node Loads and Enforced Displacements (BLC 2: Dead of Ice) Node I nhel I _ D M DirPrtinn Mannihide r(Ih Ih-ft) (in rad) (Ih*sz/in Ih*SZ*in)l 1 A1T L Z -143.629 2 Al B L Z -143.629 3 B1T L Z -143.629 4 B1 B L Z -143.629 5 G1T L Z -143.629 6 G1B L Z -143.629 7 A4T L Z -123.978 8 A4B L Z -123.978 9 B4T L Z -123.978 10 B4B L Z -123.978 11 G4T L Z -123.978 12 G4B L Z -123.978 13 A2T L Z -40.531 14 A2B L Z -40.531 15 B2T L Z -40.531 16 B2B L Z -40.531 17 G2T L Z -40.531 18 G213 L Z -40.531 19 Al R-2 L Z -42.997 20 B 1 R-2 L Z -42.997 21 G 1 R-2 L Z -42.997 22 A4R-1 L Z -49.435 23 B4R-1 L Z -49.435 24 G4R-1 L Z -49.435 25 A41R-2 L Z -83.332 26 B4R-2 L Z -83.332 27 G4R-2 L Z -83.332 28 Al R-1 L Z -31.836 29 B1 R-1 L Z -31.836 30 G1R-1 L Z -31.836 31 A4R-3 L Z -71.826 32 B4R-3 L Z -71.826 33 G4R-3 L Z -71.826 34 A3R L Z -52.901 35 B3R L Z -52.901 36 G3R L Z -52.901 Node Loads and Enforced Displacements (BLC 20 : Antenna Wind (0)) Node Label L. D. M Direction Mannitude r(lb. lb-ft). (in. rad). (Ib*sz/in. Ib*sz*in)l 1 AlT L X -349.539 2 A1T L Y 0 3 Al B L X -349.539 4 A1B L Y 0 5 B1T L X -152.015 6 B1T L Y 0 7 B1B L X -152.015 8 B1B L Y 0 9 GlT L X -152.016 10 G1T L Y 0 11 G1B L X -152.016 12 G1B L Y 0 13 A4T L X -155.358 14 A4T L Y 0 151 A4B L X -155.358 RISA-3D Version 19 [ 842250.r3d ] Page 19 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Node Loads and Enforced Displacements (BLC 20: Antenna Wind (0)) (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Node Label L, D, M Direction Magnitude [(Ib, lb-ft), (in, rad), (Ib*sZ/in, Ib*s2*in)] 16 A4B L Y 0 17 B4T L X -85.419 18 B4T L Y 0 19 B4B L X -85.419 20 B4B L Y 0 21 G4T L X -85.419 22 G4T L Y 0 23 G4B L X -85.419 24 G4B L Y 0 25 A2T L X -62.111 26 A2T L Y 0 27 A2B L X -62.111 281 A213 L Y 0 29 B2T L X -41.136 30 132T L Y 0 31 B2B L X -41.136 32 B2B L Y 0 33 G2T L X -41.136 34 G2T L Y 0 35 G2B L X -41.136 36 G2B L Y 0 37 Al R-2 L X -30.481 38 Al R-2 L Y 0 39 B 1 R-2 L X -35.533 40 B 1 R-2 L Y 0 41 G 1 R-2 L X -35.533 42 G 1 R-2 L Y 0 43 A4R-1 L X -36.136 44 A4R-1 L Y 0 45 B4R-1 L X -43.435 46 134R-1 L Y 0 47 G4R-1 L X -43.435 48 G4R-1 L Y 0 49 A41R-2 L X -54.627 50 A4R-2 L Y 0 51 B41R-2 L X -84.946 52 B4R-2 L Y 0 53 G4R-2 L X -84.946 54 G4R-2 L Y 0 55 Al R-1 L X -21.831 56 Al R-1 L Y 0 57 B1 R-1 L X -23.049 58 B1 R-1 L Y 0 59 G1R-1 L X -23.049 60 G1R-1 L Y 0 61 A4R-3 L X -52.291 62 A4R-3 L Y 0 63 B4R-3 L X -62.322 64 B4R-3 L Y 0 65 G4R-3 L X -62.322 66 G4R-3 L Y 0 67 A3R L X -34.517 68 A3R L Y 0 69 B3R L X -34.517 70 B3R L Y 0 RISA-3D Version 19 [ 842250.r3d ] Page 20 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Node Loads and Enforced Displacements (BLC 20 : Antenna Wind (0)) (Continued) Node Label L, D, M Direction Magnitude [(Ib, lb-ft), (in, rad), (lb*s2/in, Ib*s2*in)] 71 G3R L X1 -34.517 1721 G3R I L I Y 1 0 I Node Loads and Enforced Displacements (BLC 21 : Antenna Wind (30)) Nnrie I ahel I n M nirertinn ManniturlP f(Ih Ih-ftl (in raril (Ih*c2/in Ih*c2*in)l 1 A1T L X -245.69 2 A1T L Y 141.849 3 Al B L X -245.69 4 Al B L Y 141.849 5 B 1 T L X -74.629 6 B1T L Y 43.087 7 B 1 B L X -74.629 8 B1 B L Y 43.087 9 G 1 T L X -245.69 10 G1T L Y 141.849 11 G 1 B L X -245.69 12 G1B L Y 141.849 13 A4T L X -114.355 14 A4T L Y 66.023 15 A4B L X -114.355 16 A413 L Y 66.023 17 B4T L X -53.785 18 134T L Y 31.053 19 B4B L X -53.785 20 B4B L Y 31.053 21 G4T L X -114.355 22 G4T L Y 66.023 23 G4B L X -114.355 24 G413 L Y 66.023 25 A2T L X -47.735 26 A2T L Y 27.56 27 A2B L X -47.735 28 A2B L Y 27.56 29 B2T L X -29.57 30 B2T L Y 17.072 31 B2B L X -29.57 32 B2B L Y 17.072 33 G2T L X -47.735 34 G2T L Y 27.56 35 G2B L X -47.735 36 G213 L Y 27.56 37 Al R-2 L X -27.856 38 Al R-2 L Y 16.083 39 B 1 R-2 L X -32.231 40 B 1 R-2 L Y 18.609 41 G 1 R-2 L X -27.856 42 G1R-2 L Y 16.083 43 A4R-1 L X -33.402 44 A4R-1 L Y 19.285 45 B4R-1 L X -39.723 46 B4R-1 L Y 22.934 47 G4R-1 L X -33.402 48 G4R-1 L Y 19.285 49 A41R-2 L X -56.061 50 A4R-2 L Y 32.367 RISA-3D Version 19 [ 842250.r3d ] Page 21 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Node Loads and Enforced Displacements (BLC 21 : Antenna Wind (30)) (Continued) Node I nhel I _ D M DirPrtinn Mannitwip. r(Ih Ih-ftl (in rad) (Ih*sz/in Ih*s2*in)l 51 B4R-2 L X -82.318 52 B4R-2 L Y 47.526 53 G4R-2 L X -56.061 54 G4R-2 L Y 32.367 55 Al R-1 L X -19.258 56 Al R-1 L Y 11.118 57 B1 R-1 L X -20.312 58 B1 R-1 L Y 11.727 59 G1R-1 L X -19.258 60 G1R-1 L Y 11.118 61 A4R-3 L X -48.181 62 A4R-3 L Y 27.817 63 B4R-3 L X -56.868 64 B4R-3 L Y 32.833 65 G4R-3 L X -48.181 66 G4R-3 L Y 27.817 67 A3R L X -29.893 68 A3R L Y 17.258 69 B3R L X -29.893 70 B3R L Y 17.258 71 G3R L X -29.893 72 G3R L Y 17.258 Node Loads and Enforced Displacements (BLC 22: Antenna Wind (45)) Node Lahel L. D. M Direction Mannitude r(Ih. lb-ft). (in. rad). (Ib*sz/in. Ib*sl*in)l 1 A1T L X -154.048 2 A 1 T L Y 154.048 3 Al B L X -154.048 4 Al B L Y 154.048 5 B 1 T L X -73.409 6 B 1 T L Y 73.409 7 B l B L X -73.409 8 B 1 B L Y 73.409 9 G1T L X -234.687 10 G1T L Y 234.687 11 G1 B L X -234.687 12 G1B L Y 234.687 13 A4T L X -76.885 14 A4T L Y 76.885 15 A4B L X -76.885 16 A413 L Y 76.885 17 B4T L X -48.333 18 B4T L Y 48.332 19 B4B L X -48.333 20 B4B L Y 48.332 21 G4T L X -105.438 22 G4T L Y 105.438 23 G4B L X -105.438 24 G4B L Y 105.438 25 A2T L X -34.031 26 A2T L Y 34.031 27 A2B L X -34.031 28 A213 L Y 34.031 29 B2T L X -25.469 30 132T L Y 25.468 RISA-3D Version 19 [ 842250.r3d ] Page 22 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Node Loads and Enforced Displacements (BLC 22 : Antenna Wind (45)) (Continued) Nndp. I ahpl I _ n M nirPrtinn MannihiriP wh Ih-ftl (in rart) (Ih*sz/in Ih*SZ*in)l 31 B2B L X -25.469 32 B2B L Y 25.468 33 G2T L X -42.594 34 G2T L Y 42.594 35 G2B L X -42.594 36 G2B L Y 42.594 37 Al R-2 L X -23.935 38 Al R-2 L Y 23.935 39 B 1 R-2 L X -25.998 40 B1 R-2 L Y 25.998 41 G 1 R-2 L X -21.873 42 G 1 R-2 L Y 21.873 43 A4R-1 L X -28.993 44 A4R-1 L Y 28.993 45 B4R-1 L X -31.972 46 134R-1 L Y 31.972 47 G4R-1 L X -26.013 48 G4R-1 L Y 26.013 49 A41R-2 L X -52.92 50 A4R-2 L Y 52.92 51 B4R-2 L X -65.298 52 B4R-2 L Y 65.298 53 G4R-2 L X -40.542 54 G4R-2 L Y 40.542 55 Al R-1 L X -16.011 56 Al R-1 L Y 16.011 57 B1 R-1 L X -16.508 58 B1 R-1 L Y 16.508 59 G1R-1 L X -15.514 60 G1R-1 L Y 15.514 61 A4R-3 L X -41.704 62 A4R-3 L Y 41.704 63 B4R-3 L X -45.799 64 B4R-3 L Y 45.799 65 G4R-3 L X -37.609 66 G4R-3 L Y 37.609 67 A3R L X -24.407 68 A3R L Y 24.407 69 B3R L X -24.407 70 B3R L Y 24.407 71 G3R L X -24.407 72 G3R L Y 24.407 Node Loads and Enforced Displacements (BLC 23 : Antenna Wind (60)) Nnrie I ahel I fl nn rlirertinn Manniturle r(Ih Ih-ftl (in rartl (Ih*c2/in Ih*c2*inll 1 A1T L X -76.008 2 A1T L Y 131.649 3 Al B L X -76.008 4 Al B L Y 131.649 5 B 1 T L X -76.008 6 B1T L Y 131.649 7 B 1 B L X -76.008 8 B1B L Y 131.649 9 G1T L X -174.77 10 G 1 T L Y 302.71 RISA-3D Version 19 [ 842250.r3d ] Page 23 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Node Loads and Enforced Displacements (BLC 23 : Antenna Wind (60)) (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Node Label L, D, M Direction Maqnitude j(lb, lb-ft), (in, rad), (lb*s2/in, Ib*s2*in)j 11 G1 B L X -174.77 12 G 1 B L Y 302.71 13 A4T L X -42.709 14 A4T L Y 73.975 15 A4B L X -42.709 16 A413 L Y 73.975 17 B4T L X -42.709 18 B4T L Y 73.975 19 B4B L X -42.709 20 B4B L Y 73.975 21 G4T L X -77.679 221 G4T L Y 134.544 23 G4B L X -77.679 24 G4B L Y 134.544 25 A2T L X -20.568 26 A2T L Y 35.625 27 A2B L X -20.568 28 A213 L Y 35.625 29 B2T L X -20.568 30 B2T L Y 35.625 31 B2B L X -20.568 32 B2B L Y 35.625 33 G2T L X -31.055 34 G2T L Y 53.79 35 G2B L X -31.055 36 G2B L Y 53.79 37 Al R-2 L X -17.767 38 AllR-2 L Y 30.773 39 B1 R-2 L X -17.767 40 B 1 R-2 L Y 30.773 41 G1R-2 L X -15.241 42 G 1 R-2 L Y 26.398 43 A4R-1 L X -21.717 44 A4R-1 L Y 37.616 45 B4R-1 L X -21.717 46 B4R-1 L Y 37.616 47 G4R-1 L X -18.068 48 G4R-1 L Y 31.295 49 A4R-2 L X -42.473 50 A4R-2 L Y 73.566 51 B4R-2 L X -42.473 52 B4R-2 L Y 73.566 53 G4R-2 L X -27.314 54 G4R-2 L Y 47.309 55 Al R-1 L X -11.524 56 Al R-1 L Y 19.961 57 B1 R-1 L X -11.524 58 B1 R-1 L Y 19.961 59 G1R-1 L X -10.915 60 G 1 R-1 L Y 18.906 61 A41R-3 L X -31.161 62 A41R-3 L Y 53.972 63 B4R-3 L X -31.161 64 B4R-3 L Y 53.972 1651 G4R-3 L X -26.146 RISA-3D Version 19 [ 842250.r3d ] Page 24 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Node Loads and Enforced Displacements (BLC 23 : Antenna Wind (60)) (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Node Label L, D, M Direction Magnitude [(Ib, lb-ft), (in, rad), (Ib*s2/in, Ib*s2*in)] 66 G4R-3 L Y 45.286 67 A3R L X -17.259 68 A3R L Y 29.893 69 B3R L X -17.259 70 B3R L Y 29.893 71 G3R L X -17.259 1721 G3R L Y 29.893 Node Loads and Enforced Displacements (BLC 24 : Antenna Wind (90)) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (Ib*s2/in, Ib*s2*in)] 1 A1T L X -1.954e-05 2 A1T L Y 86.174 3 Al B L X -1.954e-05 4 Al B L Y 86.174 5 B l T L X -6.434e-05 6 B 1 T L Y 283.698 7 B1 B L X -6.434e-05 8 B1 B L Y 283.698 9 G 1 T L X -6.434e-05 10 G 1 T L Y 283.698 11 G1 B L X -6.434e-05 12 G 1 B L Y 283.698 13 A4T L X -1.409e-05 14 A4T L Y 62.106 15 A4B L X -1.409e-05 16 A413 L Y 62.106 17 B4T L X -2.995e-05 18 B4T L Y 132.045 19 B4B L X -2.995e-05 20 B4B L Y 132.045 21 G4T L X -2.995e-05 22 G4T L Y 132.045 23 G4B L X -2.995e-05 24 G4B L Y 132.045 25 A2T L X -7.744e-06 26 A2T L Y 34.145 27 A2B L X -7.744e-06 28 A213 L Y 34.145 29 B2T L X -1.25e-05 30 132T L Y 55.119 31 B2B L X -1.25e-05 32 B2B L Y 55.119 33 G2T L X -1.25e-05 34 G2T L Y 55.119 35 G2B L X -1.25e-05 36 G213 L Y 55.119 37 Al R-2 L X -8.441 a-06 38 Al R-2 L Y 37.217 39 B1 R-2 L X -7.295e-06 40 B 1 R-2 L Y 32.165 41 G1R-2 L X -7.295e-06 42 G 1 R-2 L Y 32.165 43 A4R-1 L X -1.04e-05 44 A4R-1 L Y 45.868 45 B4R-1 L X -8.747e-06 RISA-3D Version 19 [ 842250.r3d ] Page 25 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Node Loads and Enforced Displacements (BLC 24 : Antenna Wind (90)) (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Node Label L, D, M Direction Magnitude [(Ib, Ib-ft), (in, rad), (Ib*sZ/in, Ib*s2*in)] 46 B4R-1 L Y 38.569 47 G4R-1 L X -8.747e-06 48 G4R-1 L Y 38.569 49 A4R-2 L X -2.156e-05 50 A4R-2 L Y 95.053 51 B4R-2 L X -1.468e-05 52 B4R-2 L Y 64.734 53 G4R-2 L X -1.468e-05 54 G4R-2 L Y 64.734 55 Al R-1 L X -5.319e-06 56 Al R-1 L Y 23.455 57 B1 R-1 L X -5.043e-06 58 B1 R-1 L Y 22.237 59 G1R-1 L X -5.043e-06 60 G1R-1 L Y 22.237 61 A4R-3 L X -1.489e-05 62 A4R-3 L Y 65.666 63 B4R-3 L X -1.262e-05 64 134R-3 L Y 55.635 65 G4R-3 L X -1.262e-05 66 G4R-3 L Y 55.635 67 A3R L X -7.828e-06 68 A3R L Y 34.517 69 B3R L X -7.828e-06 70 B3R L Y 34.517 71 G3R L X -7.828e-06 72 G3R L Y 34.517 Node Loads and Enforced Displacements (BLC 25 : Antenna Wind (120)) Node Label L, D, M Direction Magnitude [(Ib, Ib-ft), (in, rad), (Ib*s2/in, Ib*s2*in)] 1 A1T L X 76.008 2 A1T L Y 131.649 3 Al B L X 76.008 4 Al B L Y 131.649 5 B1T L X 174.769 6 B1T L Y 302.71 7 B 1 B L X 174.769 8 B 1 B L Y 302.71 9 G 1 T L X 76.008 10 G1T L Y 131.649 11 G 1 B L X 76.008 12 G1B L Y 131.649 13 A4T L X 42.709 14 A4T L Y 73.975 15 A4B L X 42.709 16 A413 L Y 73.975 17 B4T L X 77.679 18 B4T L Y 134.544 19 B4B L X 77.679 20 B413 L Y 134.544 21 G4T L X 42.709 22 G4T L Y 73.975 23 G4B L X 42.709 24 G413 L Y 73.975 25 A2T L X 20.568 RISA-3D Version 19 [ 842250.r3d ] Page 26 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Node Loads and Enforced Displacements (BLC 25 : Antenna Wind (120)) (Continued) NnrlP I ahpl I _ n_ M nirPrtinn Mannitiulp f(Ih_ Ih-ffl_ (in. mrll_ (lh*sz/in. Ih*sz*in)l 26 A2T L Y 35.625 27 A2B L X 20.568 28 A213 L Y 35.625 29 B2T L X 31.055 30 B2T L Y 53.79 31 B2B L X 31.055 32 B2B L Y 53.79 33 G2T L X 20.568 34 G2T L Y 35.625 35 G2B L X 20.568 36 G213 L Y 35.625 37 Al R-2 L X 17.767 38 Al R-2 L Y 30.773 39 B 1 R-2 L X 15.241 40 B 1 R-2 L Y 26.398 41 G 1 R-2 L X 17.767 42 G 1 R-2 L Y 30.773 43 A4R-1 L X 21.717 44 A4R-1 L Y 37.616 45 B4R-1 L X 18.068 46 B4R-1 L Y 31.295 47 G4R-1 L X 21.717 48 G4R-1 L Y 37.616 49 A4R-2 L X 42.473 50 A4R-2 L Y 73.566 51 B4R-2 L X 27.314 52 B4R-2 L Y 47.309 53 G4R-2 L X 42.473 54 G4R-2 L Y 73.566 55 Al R-1 L X 11.524 56 Al R-1 L Y 19.961 57 B1 R-1 L X 10.915 58 B1 R-1 L Y 18.906 59 G1R-1 L X 11.524 60 G 1 R-1 L Y 19.961 61 A41R-3 L X 31.161 62 A4R-3 L Y 53.972 63 B4R-3 L X 26.146 64 B4R-3 L Y 45.286 65 G4R-3 L X 31.161 66 G4R-3 L Y 53.972 67 A3R L X 17.258 68 A3R L Y 29.893 69 B3R L X 17.258 70 B3R L Y 29.893 71 G3R L X 17.258 72 G3R L Y 29.893 Node Loads and Enforced Displacements (BLC 26 : Antenna Wind (135)) Nnrta I ahal I n M nirartinn MannihAk-- Hih Ih-ffl (in mrh (lh*cz/in Ih*cz*in)l 1 A1T L X 154.048 2 A1T L Y 154.048 3 Al B L X 154.048 4 Al B L Y 154.048 5 BlT L X 234.686 RISA-3D Version 19 [ 842250.r3d ] Page 27 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Node Loads and Enforced Displacements (BLC 26 : Antenna Wind (135)) (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Node Label L, D, M Direction Magnitude [(Ib, lb-ft), (in, rad), (Ib*sZ/in, Ib*s2*in)] 6 B1T L Y 234.687 7 B1 B L X 234.686 8 B1 B L Y 234.687 9 G 1 T L X 73.409 10 G 1 T L Y 73.409 11 G 1 B L X 73.409 12 G 1 B L Y 73.409 13 A4T L X 76.885 14 A4T L Y 76.885 15 A4B L X 76.885 16 A413 L Y 76.885 17 B4T L X 105.438 18 134T L Y 105.438 19 B4B L X 105.438 20 B4B L Y 105.438 21 G4T L X 48.332 22 G4T L Y 48.333 23 G4B L X 48.332 24 G413 L Y 48.333 25 A2T L X 34.031 26 A2T L Y 34.031 27 A2B L X 34.031 28 A213 L Y 34.031 29 B2T L X 42.594 30 B2T L Y 42.594 31 B2B L X 42.594 32 B2B L Y 42.594 33 G2T L X 25.468 34 G2T L Y 25.469 35 G2B L X 25.468 36 G213 L Y 25.469 37 Al R-2 L X 23.935 38 Al R-2 L Y 23.935 39 B 1 R-2 L X 21.873 40 B1 R-2 L Y 21.873 41 G 1 R-2 L X 25.998 42 G 1 R-2 L Y 25.998 43 A4R-1 L X 28.993 44 A4R-1 L Y 28.993 45 B4R-1 L X 26.013 46 B4R-1 L Y 26.013 47 G4R-1 L X 31.972 48 G4R-1 L Y 31.972 49 A41R-2 L X 52.92 50 A4R-2 L Y 52.92 51 B4R-2 L X 40.542 52 B4R-2 L Y 40.542 53 G4R-2 L X 65.298 54 G4R-2 L Y 65.298 55 Al R-1 L X 16.011 56 Al R-1 L Y 16.011 57 B1 R-1 L X 15.514 58 B1 R-1 L Y 15.514 59 G1R-1 L X 16.508 1601 G 1 R-1 L Y 16.508 RISA-3D Version 19 [ 842250.r3d ] Page 28 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Node Loads and Enforced Displacements (BLC 26 : Antenna Wind (135)) (Continued) NndP I ahpl I _ n M nirPctinn MannihiriP r(Ih Ih-ft) (in rarl) (Ih*sz/in Ih*SZ*in)l 61 A41R-3 L X 41.704 62 A4R-3 L Y 41.704 63 B4R-3 L X 37.609 64 B4R-3 L Y 37.609 65 G4R-3 L X 45.799 66 G4R-3 L Y 45.799 67 A3R L X 24.407 68 A3R L Y 24.407 69 B3R L X 24.407 70 B3R L Y 24.407 71 G3R L X 24.407 72 G3R L Y 24.407 Node Loads and Enforced Displacements (BLC 27 : Antenna Wind (150)) Nnde I ahel I n M nirertinn Mannitude r(Ih_ Ih-ftl_ (in. rad)_ (lh*sz/in. Ih*sz*in)l 1 A 1 T L X 245.689 2 A1T L Y 141.849 3 Al B L X 245.689 4 Al B L Y 141.849 5 B 1 T L X 245.689 6 B1T L Y 141.849 7 B 1 B L X 245.689 8 B1B L Y 141.849 9 G 1 T L X 74.629 10 G 1 T L Y 43.087 11 G 1 B L X 74.629 12 G1 B L Y 43.087 13 A4T L X 114.355 14 A4T L Y 66.023 15 A4B L X 114.355 16 A413 L Y 66.023 17 B4T L X 114.355 18 B4T L Y 66.023 19 B4B L X 114.355 20 B413 L Y 66.023 21 G4T L X 53.785 22 G4T L Y 31.053 23 G4B L X 53.785 24 G4B L Y 31.053 25 A2T L X 47.735 26 A2T L Y 27.56 27 A2B L X 47.735 28 A213 L Y 27.56 29 B2T L X 47.735 30 B2T L Y 27.56 31 B2B L X 47.735 32 B2B L Y 27.56 33 G2T L X 29.57 34 G2T L Y 17.072 35 G2B L X 29.57 36 G213 L Y 17.072 37 Al R-2 L X 27.856 38 Al R-2 L Y 16.083 391 B 1 R-2 L X 27.856 401 B1 R-2 L Y 16.083 RISA-3D Version 19 [ 842250.r3d ] Page 29 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Node Loads and Enforced Displacements (BLC 27 : Antenna Wind (150)) (Continued) NndP I ahpl I _ D M nirPctinn MannitiidP r(lh Ih-ft) (in rad) (Ih*sz/in Ih*SZ*in)l 41 G 1 R-2 L X 32.231 42 G 1 R-2 L Y 18.609 43 A4R-1 L X 33.402 44 A4R-1 L Y 19.285 45 B4R-1 L X 33.402 46 134R-1 L Y 19.285 47 G4R-1 L X 39.723 48 G4R-1 L Y 22.934 49 A41R-2 L X 56.061 50 A4R-2 L Y 32.367 51 B4R-2 L X 56.061 52 B4R-2 L Y 32.367 53 G4R-2 L X 82.318 54 G4R-2 L Y 47.526 55 Al R-1 L X 19.258 56 Al R-1 L Y 11.118 57 B1 R-1 L X 19.258 58 B1 R-1 L Y 11.118 59 G1R-1 L X 20.312 60 G1R-1 L Y 11.727 61 A4R-3 L X 48.181 62 A4R-3 L Y 27.818 63 B4R-3 L X 48.181 64 B4R-3 L Y 27.818 65 G4R-3 L X 56.868 66 G4R-3 L Y 32.833 67 A3R L X 29.893 68 A3R L Y 17.259 69 B3R L X 29.893 70 B3R L Y 17.259 1711 G3R L X 29.893 1721 G3R L Y 17.259 Node Loads and Enforced Displacements (BLC 28 : Antenna Wind w/ Ice (0)) Node Label L. D. M Direction Magnitude rdb. lb-frl. (in. rad). db*s2/in. Ib*sz*inll 1 A1T L X -36.148 2 A1T L Y 0 3 Al B L X -36.148 4 A1B L Y 0 5 B1T L X -16.656 6 B1T L Y 0 7 B1 B L X -16.656 8 B1B L Y 0 9 G1T L X -16.656 10 G1T L Y 0 11 GIB L X -16.656 12 G1B L Y 0 13 A4T L X -16.382 14 A4T L Y 0 15 A4B L X -16.382 16 A4B L Y 0 17 B4T L X -9.541 18 B4T L Y 0 191 B4B L X -9.541 201 B4B L Y 0 RISA-3D Version 19 [ 842250.r3d ] Page 30 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Node Loads and Enforced Displacements (BLC 28 : Antenna Wind w/ Ice (0)) (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Node Label L, D, M Direction Maqnitude j(lb, lb-ft), (in, rad), (lb*s2/in, Ib*s2*in)j 21 G4T L X -9.541 22 G4T L Y 0 23 G4B L X -9.541 24 G413 L Y 0 25 A2T L X -7.101 26 A2T L Y 0 27 A2B L X -7.101 28 A2B L Y 0 29 B2T L X -4.947 30 B2T L Y 0 31 B2B L X -4.947 32 B2B L Y 0 33 G2T L X -4.947 34 G2T L Y 0 35 G2B L X -4.947 36 G213 L Y 0 37 Al R-2 L X -3.779 38 Al R-2 L Y 0 39 B 1 R-2 L X -4.714 40 B 1 R-2 L Y 0 41 G 1 R-2 L X -4.714 42 G 1 R-2 L Y 0 43 A4R-1 L X -4.418 44 A4R-1 L Y 0 45 B4R-1 L X -5.647 46 B4R-1 L Y 0 47 G4R-1 L X -5.647 48 G4R-1 L Y 0 49 A4R-2 L X -6.392 50 A4R-2 L Y 0 51 B4R-2 L X -10.081 52 134R-2 L Y 0 53 G4R-2 L X -10.081 54 G4R-2 L Y 0 55 Al R-1 L X -2.811 56 Al R-1 L Y 0 57 B1 R-1 L X -3.282 58 B1 R-1 L Y 0 59 G1R-1 L X -3.282 60 G1R-1 L Y 0 61 A41R-3 L X -6.098 62 A4R-3 L Y 0 63 B4R-3 L X -7.648 64 B4R-3 L Y 0 65 G4R-3 L X -7.648 66 G4R-3 L Y 0 67 A3R L X -5.808 68 A3R L Y 0 69 B3R L X -5.808 70 B3R L Y 0 71 G3R L X -5.808 72 G3R L Y 0 RISA-3D Version 19 [ 842250.r3d ] Page 31 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Node Loads and Enforced Displacements (BLC 29 : Antenna Wind w/ Ice (30)) 8/22/2021 2:28:02 PM Checked By: ZAM Node Label L, D, M Direction Maqnitude j(lb, lb-ft), (in, rad), (lb*s2/in, Ib*s2*in)j 1 A1T L X -25.678 2 A1T L Y 14.825 3 Al B L X -25.678 4 Al B L Y 14.825 5 B l T L X -8.798 6 B1T L Y 5.079 7 B 1 B L X -8.798 8 B1B L Y 5.079 9 G 1 T L X -25.678 10 G1T L Y 14.825 11 G 1 B L X -25.678 121 GIB L Y 14.825 13 A4T L X -12.212 14 A4T L Y 7.051 15 A4B L X -12.212 16 A4B L Y 7.051 17 B4T L X -6.288 18 B4T L Y 3.63 19 B4B L X -6.288 20 B4B L Y 3.63 21 G4T L X -12.212 22 G4T L Y 7.051 23 G4B L X -12.212 24 G4B L Y 7.051 25 A2T L X -5.528 26 A2T L Y 3.191 27 A2B L X -5.528 28 A213 L Y 3.191 29 B2T L X -3.662 30 B2T L Y 2.114 31 B2B L X -3.662 32 B213 L Y 2.114 33 G2T L X -5.528 34 G2T L Y 3.191 35 G2B L X -5.528 36 G2B L Y 3.191 37 Al R-2 L X -3.543 38 Al R-2 L Y 2.045 39 B 1 R-2 L X -4.352 40 B 1 R-2 L Y 2.513 41 G 1 R-2 L X -3.543 42 G 1 R-2 L Y 2.045 43 A4R-1 L X -4.181 44 A4R-1 L Y 2.414 45 B4R-1 L X -5.246 46 134R-1 L Y 3.029 47 G4R-1 L X -4.181 48 G4R-1 L Y 2.414 49 A41R-2 L X -6.601 50 A4R-2 L Y 3.811 51 B4R-2 L X -9.795 52 B4R-2 L Y 5.655 53 G4R-2 L X -6.601 54 G4R-2 L Y 3.811 1551 Al R-1 L X -2.57 RISA-3D Version 19 [ 842250.r3d ] Page 32 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Node Loads and Enforced Displacements (BLC 29 : Antenna Wind w/ Ice (30)) (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Node Label L, D, M Direction Magnitude [(Ib, Ib-ft), (in, rad), (Ib*sZ/in, Ib*s2*in)] 56 Al R-1 L Y 1.484 57 B1 R-1 L X -2.978 58 B1 R-1 L Y 1.719 59 G1R-1 L X -2.57 60 G1R-1 L Y 1.484 61 A4R-3 L X -5.729 62 A4R-3 L Y 3.307 63 B4R-3 L X -7.071 64 B4R-3 L Y 4.083 65 G4R-3 L X -5.729 66 G4R-3 L Y 3.307 671 A3R L X -5.03 68 A3R L Y 2.904 69 B3R L X -5.03 70 B3R L Y 2.904 71 G3R L X -5.03 72 G3R L Y 2.904 Node Loads and Enforced Displacements (BLC 30 : Antenna Wind w/ Ice (45)) Node Label L, D, M Direction Magnitude [(Ib, Ib-ft), (in, rad), (lb*s2/in, Ib*s2*in)] 1 A1T L X -16.372 2 A1T L Y 16.372 3 Al B L X -16.372 4 Al B L Y 16.372 5 B1T L X -8.414 6 B1T L Y 8.414 7 B1B L X -8.414 8 B1B L Y 8.414 9 G 1 T L X -24.329 10 G 1 T L Y 24.329 11 G 1 B L X -24.329 12 G 1 B L Y 24.329 13 A4T L X -8.359 14 A4T L Y 8.359 15 A4B L X -8.359 16 A413 L Y 8.359 17 B4T L X -5.566 18 B4T L Y 5.566 19 B4B L X -5.566 20 B4B L Y 5.566 21 G4T L X -11.152 22 G4T L Y 11.152 23 G4B L X -11.152 24 G413 L Y 11.152 25 A2T L X -4.006 26 A2T L Y 4.006 27 A2B L X -4.006 28 A2B L Y 4.006 29 B2T L X -3.126 30 B2T L Y 3.126 31 B2B L X -3.126 32 B2B L Y 3.126 33 G2T L X -4.885 34 G2T L Y 4.885 35 G2B L X -4.885 RISA-3D Version 19 [ 842250.r3d ] Page 33 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Node Loads and Enforced Displacements (BLC 30 : Antenna Wind w/ Ice (45)) (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Node Label L, D, M Direction Magnitude [(Ib, lb-ft), (in, rad), (Ib*s2/in, Ib*s2*in)] 36 G2B L Y 4.885 37 Al R-2 L X -3.113 38 Al R-2 L Y 3.113 39 B 1 R-2 L X -3.494 40 B 1 R-2 L Y 3.494 41 G 1 R-2 L X -2.731 42 G 1 R-2 L Y 2.731 43 A4R-1 L X -3.703 44 A4R-1 L Y 3.703 45 B4R-1 L X -4.206 46 B4R-1 L Y 4.206 471 G4R-1 L X -3.201 48 G4R-1 L Y 3.201 49 A4R-2 L X -6.259 50 A4R-2 L Y 6.259 51 B4R-2 L X -7.764 52 B4R-2 L Y 7.764 53 G4R-2 L X -4.753 54 G4R-2 L Y 4.753 55 Al R-1 L X -2.21 56 Al R-1 L Y 2.21 57 B1 R-1 L X -2.402 58 B1 R-1 L Y 2.402 59 G1R-1 L X -2.017 60 G1R-1 L Y 2.017 61 A41R-3 L X -5.043 62 A4R-3 L Y 5.043 63 B41R-3 L X -5.676 64 B4R-3 L Y 5.676 65 G4R-3 L X -4.41 66 G4R-3 L Y 4.41 67 A3R L X -4.107 68 A3R L Y 4.107 69 B3R L X -4.107 70 B3R L Y 4.107 71 G3R L X -4.107 1721 G3R I L I Y 4.107 Node Loads and Enforced Displacements (BLC 31 : Antenna Wind w/ Ice (60)) Node Label L, D, M Direction Magnitude Ib, lb-ft , in, rad , Ib*s2/in, Ib*s2*in 1 A1T L X -8.328 2 A1T L Y 14.425 3 Al B L X -8.328 4 Al B L Y 14.425 5 B1T L X -8.328 6 131T L Y 14.425 7 B1 B L X -8.328 8 B1B L Y 14.425 9 G1T L X -18.074 10 G 1 T L Y 31.305 11 G1 B L X -18.074 12 G 1 B L Y 31.305 13 A4T L X -4.77 141 A4T L Y 8.263 151 A4B L I X 1 -4.77 RISA-3D Version 19 [ 842250.r3d ] Page 34 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Node Loads and Enforced Displacements (BLC 31 : Antenna Wind w/ Ice (60)) (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Node Label L, D, M Direction Magnitude [(Ib, lb-ft), (in, rad), (Ib*sZ/in, Ib*s2*in)] 16 A4B L Y 8.263 17 B4T L X -4.77 18 B4T L Y 8.263 19 B4B L X -4.77 20 B4B L Y 8.263 21 G4T L X -8.191 22 G4T L Y 14.187 23 G4B L X -8.191 24 G4B L Y 14.187 25 A2T L X -2.473 26 A2T L Y 4.284 271 A2B L X -2.473 28 A213 L Y 4.284 29 B2T L X -2.473 30 132T L Y 4.284 31 B2B L X -2.473 32 B2B L Y 4.284 33 G2T L X -3.55 34 G2T L Y 6.15 35 G2B L X -3.55 36 G2B L Y 6.15 37 Al R-2 L X -2.357 38 Al R-2 L Y 4.082 39 B 1 R-2 L X -2.357 40 B1 R-2 L Y 4.082 41 G1R-2 L X -1.89 42 G1R-2 L Y 3.273 43 A4R-1 L X -2.824 44 A4R-1 L Y 4.891 45 B4R-1 L X -2.824 46 134R-1 L Y 4.891 47 G4R-1 L X -2.209 48 G4R-1 L Y 3.826 49 A41R-2 L X -5.04 50 A4R-2 L Y 8.73 51 B41R-2 L X -5.04 52 B4R-2 L Y 8.73 53 G4R-2 L X -3.196 54 G4R-2 L Y 5.536 55 Al R-1 L X -1.641 56 Al R-1 L Y 2.842 57 B1 R-1 L X -1.641 58 B1 R-1 L Y 2.842 59 G1R-1 L X -1.405 60 G1R-1 L Y 2.434 61 A4R-3 L X -3.824 62 A4R-3 L Y 6.624 63 B4R-3 L X -3.824 64 B4R-3 L Y 6.624 65 G4R-3 L X -3.049 66 G4R-3 L Y 5.281 67 A3R L X -2.904 68 A3R L Y 5.03 69 B3R L X -2.904 1701 B3R L Y 5.03 RISA-3D Version 19 [ 842250.r3d ] Page 35 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Node Loads and Enforced Displacements (BLC 31 : Antenna Wind w/ Ice (60)) (Continued) Node Label L, D, M Direction Magnitude [(Ib, lb-ft), (in, rad), (Ib*sz/in, Ib*s2*in)] 71 G3R L I X 1 -2.904 721 G3R I L I Y 1 5.03 Node Loads and Enforced Displacements (BLC 32 : Antenna Wind w/Ice (90)) Nnrie I ahel I n M nirertinn ManniturlP f(Ih Ih-ftl (in raril (Ih*c2/in Ih*c2*in)l 1 A1T L X -2.304e-06 2 A1T L Y 10.159 3 Al B L X -2.304e-06 4 Al B L Y 10.159 5 B 1 T L X -6.725e-06 6 B1T L Y 29.65 7 B1 B L X -6.725e-06 8 B1B L Y 29.65 9 G 1 T L X -6.725e-06 10 G1T L Y 29.65 11 G1 B L X -6.725e-06 12 G1B L Y 29.65 13 A4T L X -1.647e-06 14 A4T L Y 7.26 15 A4B L X -1.647e-06 16 A413 L Y 7.26 17 B4T L X -3.198e-06 18 134T L Y 14.101 19 B4B L X -3.198e-06 20 B4B L Y 14.101 21 G4T L X -3.198e-06 22 G4T L Y 14.101 23 G4B L X -3.198e-06 24 G413 L Y 14.101 25 A2T L X -9.59e-07 26 A2T L Y 4.228 27 A2B L X -9.59e-07 28 A2B L Y 4.228 29 B2T L X -1.448e-06 30 B2T L Y 6.383 31 B2B L X -1.448e-06 32 B2B L Y 6.383 33 G2T L X -1.448e-06 34 G2T L Y 6.383 35 G2B L X -1.448e-06 36 G213 L Y 6.383 37 Al R-2 L X -1.14e-06 38 Al R-2 L Y 5.025 39 B1 R-2 L X -9.278e-07 40 B1 R-2 L Y 4.091 41 G1R-2 L X -9.278e-07 42 G1R-2 L Y 4.091 43 A4R-1 L X -1.374e-06 44 A4R-1 L Y 6.057 45 B4R-1 L X -1.095e-06 46 B4R-1 L Y 4.828 47 G4R-1 L X -1.095e-06 48 G4R-1 L Y 4.828 49 A41R-2 L X -2.565e-06 50 A4R-2 L Y 11.31 RISA-3D Version 19 [ 842250.r3d ] Page 36 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Node Loads and Enforced Displacements (BLC 32 : Antenna Wind w/ Ice (90)) (Continued) Node I nhel I _ D M DirPrtinn MannihidP Fdh_ Ih-ftl_ (in rad) (Ih*sz/in Ih*s2*in)l 51 B4R-2 L X -1.729e-06 52 B4R-2 L Y 7.622 53 G4R-2 L X -1.729e-06 54 G4R-2 L Y 7.622 55 Al R-1 L X -7.799e-07 56 Al R-1 L Y 3.439 57 B 1 R-1 L X -6.731 e-07 58 B1 R-1 L Y 2.968 59 G 1 R-1 L X -6.731 e-07 60 G 1 R-1 L Y 2.968 61 A4R-3 L X -1.852e-06 62 A4R-3 L Y 8.165 63 B4R-3 L X -1.5e-06 64 B4R-3 L Y 6.615 65 G4R-3 L X -1.5e-06 66 G4R-3 L Y 6.615 67 A3R L X -1.317e-06 68 A3R L Y 5.808 69 B3R L X -1.317e-06 70 B3R L Y 5.808 71 G3R L X -1.317e-06 72 G3R L Y 5.808 Node Loads and Enforced Displacements (BLC 33 : Antenna Wind w/ Ice (120)) Node Lahel L. D. M Direction Magnitude f(lb. lb-ft). (in. rad). (Ib*sz/in. Ib*sl*in)l 1 A1T L X 8.328 2 A1T L Y 14.425 3 Al B L X 8.328 4 Al B L Y 14.425 5 BIT L X 18.074 6 B 1 T L Y 31.305 7 BlB L X 18.074 8 B 1 B L Y 31.305 9 G1T L X 8.328 10 G1T L Y 14.425 11 G1B L X 8.328 12 G1B L Y 14.425 13 A4T L X 4.77 14 A4T L Y 8.263 15 A4B L X 4.77 16 A413 L Y 8.263 17 B4T L X 8.191 18 B4T L Y 14.187 19 B4B L X 8.191 20 B4B L Y 14.187 21 G4T L X 4.77 22 G4T L Y 8.263 23 G4B L X 4.77 24 G4B L Y 8.263 25 A2T L X 2.473 26 A2T L Y 4.284 27 A2B L X 2.473 28 A213 L Y 4.284 29 B2T L X 3.55 30 132T L Y 6.15 RISA-3D Version 19 [ 842250.r3d ] Page 37 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Node Loads and Enforced Displacements (BLC 33 : Antenna Wind w/Ice (120)) (Continued) Nndp. I ahpl I _ n M nirPrtinn Mannitijdp. Wh Ih-ftl (in rarl) (Ih*sz/in Ih*52*in)l 31 B2B L X 3.55 32 B2B L Y 6.15 33 G2T L X 2.473 34 G2T L Y 4.284 35 G2B L X 2.473 36 G2B L Y 4.284 37 Al R-2 L X 2.357 38 Al R-2 L Y 4.082 39 B 1 R-2 L X 1.89 40 B1 R-2 L Y 3.273 41 G 1 R-2 L X 2.357 42 G 1 R-2 L Y 4.082 43 A4R-1 L X 2.824 44 A4R-1 L Y 4.891 45 B4R-1 L X 2.209 46 134R-1 L Y 3.826 47 G4R-1 L X 2.824 48 G4R-1 L Y 4.891 49 A41R-2 L X 5.04 50 A4R-2 L Y 8.73 51 B4R-2 L X 3.196 52 B4R-2 L Y 5.536 53 G4R-2 L X 5.04 54 G4R-2 L Y 8.73 55 Al R-1 L X 1.641 56 Al R-1 L Y 2.842 57 B1 R-1 L X 1.405 58 B1 R-1 L Y 2.434 59 G1R-1 L X 1.641 60 G1R-1 L Y 2.842 61 A4R-3 L X 3.824 62 A4R-3 L Y 6.624 63 B4R-3 L X 3.049 64 B4R-3 L Y 5.281 65 G4R-3 L X 3.824 66 G4R-3 L Y 6.624 67 A3R L X 2.904 68 A3R L Y 5.03 69 B3R L X 2.904 70 B3R L Y 5.03 71 G3R L X 2.904 72 G3R L Y 5.03 Node Loads and Enforced Displacements (BLC 34 : Antenna Wind w/Ice (135)) Nnrie I ahel I fl nn rlirertinn Manniturle r(Ih Ih-ftl (in rartl (Ih*c2/in Ih*c2*inll 1 A1T L X 16.372 2 A1T L Y 16.372 3 Al B L X 16.372 4 Al B L Y 16.372 5 B 1 T L X 24.329 6 B1T L Y 24.329 7 B 1 B L X 24.329 8 B1 B L Y 24.329 9 G1T L X 8.414 10 G1T L Y 8.414 RISA-3D Version 19 [ 842250.r3d ] Page 38 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Node Loads and Enforced Displacements (BLC 34 : Antenna Wind w/Ice (135)) (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Node Label L, D, M Direction Magnitude j(lb, lb-ft), (in, rad), (Ib*sz/in, Ib*s2*in)j 11 G1B L X 8.414 12 G1B L Y 8.414 13 A4T L X 8.359 14 A4T L Y 8.359 15 A4B L X 8.359 16 A413 L Y 8.359 17 B4T L X 11.152 18 B4T L Y 11.152 19 B4B L X 11.152 20 B4B L Y 11.152 21 G4T L X 5.566 221 G4T L Y 5.566 23 G4B L X 5.566 24 G4B L Y 5.566 25 A2T L X 4.006 26 A2T L Y 4.006 27 A2B L X 4.006 28 A213 L Y 4.006 29 B2T L X 4.885 30 B2T L Y 4.885 31 B2B L X 4.885 32 B2B L Y 4.885 33 G2T L X 3.126 34 G2T L Y 3.126 35 G2B L X 3.126 36 G2B L Y 3.126 37 Al R-2 L X 3.113 38 Al R-2 L Y 3.113 39 B 1 R-2 L X 2.731 40 B1R-2 L Y 2.731 41 G 1 R-2 L X 3.494 42 G 1 R-2 L Y 3.494 43 A4R-1 L X 3.703 44 A4R-1 L Y 3.703 45 B4R-1 L X 3.201 46 B4R-1 L Y 3.201 47 G4R-1 L X 4.206 48 G4R-1 L Y 4.206 49 A4R-2 L X 6.259 50 A4R-2 L Y 6.259 51 B4R-2 L X 4.753 52 B4R-2 L Y 4.753 53 G4R-2 L X 7.764 54 G4R-2 L Y 7.764 55 Al R-1 L X 2.21 56 Al R-1 L Y 2.21 57 B1 R-1 L X 2.017 58 B1R-1 L Y 2.017 59 G1R-1 L X 2.402 60 G 1 R-1 L Y 2.402 61 A41R-3 L X 5.043 62 A41R-3 L Y 5.043 63 B4R-3 L X 4.41 64 B4R-3 L Y 4.41 1651 G4R-3 L X 5.676 RISA-3D Version 19 [ 842250.r3d ] Page 39 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Node Loads and Enforced Displacements (BLC 34 : Antenna Wind w/Ice (135)) (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Node Label L, D, M Direction Magnitude [(Ib, lb-ft), (in, rad), (Ib*s2/in, Ib*s2*in)] 66 G4R-3 L Y 5.676 67 A3R L X 4.107 68 A3R L Y 4.107 69 B3R L X 4.107 70 B3R L Y 4.107 71 G3R L X 4.107 1721 G3R L Y 4.107 Node Loads and Enforced Displacements (BLC 35 : Antenna Wind w/Ice (150)) Node Label L, D, M Direction Magnitude [(lb, lb-ft), (in, rad), (Ib*s2/in, Ib*s2*in)] 1 A1T L X 25.678 2 A1T L Y 14.825 3 Al B L X 25.678 4 Al B L Y 14.825 5 B l T L X 25.678 6 131T L Y 14.825 7 B 1 B L X 25.678 8 B1B L Y 14.825 9 G1T L X 8.798 10 G1T L Y 5.079 11 G1B L X 8.798 12 G1B L Y 5.079 13 A4T L X 12.212 14 A4T L Y 7.051 15 A4B L X 12.212 16 A413 L Y 7.051 17 B4T L X 12.212 18 B4T L Y 7.051 19 B4B L X 12.212 20 B4B L Y 7.051 21 G4T L X 6.288 22 G4T L Y 3.63 23 G4B L X 6.288 24 G4B L Y 3.63 25 A2T L X 5.528 26 A2T L Y 3.191 27 A2B L X 5.528 28 A213 L Y 3.191 29 B2T L X 5.528 30 132T L Y 3.191 31 B2B L X 5.528 32 B2B L Y 3.191 33 G2T L X 3.662 34 G2T L Y 2.114 35 G2B L X 3.662 36 G213 L Y 2.114 37 Al R-2 L X 3.543 38 Al R-2 L Y 2.045 39 B 1 R-2 L X 3.543 40 B 1 R-2 L Y 2.045 41 G 1 R-2 L X 4.352 42 G 1 R-2 L Y 2.513 43 A4R-1 L X 4.181 44 A4R-1 L Y 2.414 45 B4R-1 L X 4.181 RISA-3D Version 19 [ 842250.r3d ] Page 40 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 Node Loads and Enforced Displacements (BLC 35 : Antenna Wind w/Ice (150)) (Continued) 8/22/2021 2:28:02 PM Checked By: ZAM Node Label L, D, M Direction Magnitude [(Ib, Ib-ft), (in, rad), (Ib*sZ/in, Ib*s2*in)] 46 B4R-1 L Y 2.414 47 G4R-1 L X 5.246 48 G4R-1 L Y 3.029 49 A4R-2 L X 6.601 50 A4R-2 L Y 3.811 51 B4R-2 L X 6.601 52 B4R-2 L Y 3.811 53 G4R-2 L X 9.795 54 G4R-2 L Y 5.655 55 Al R-1 L X 2.57 56 Al R-1 L Y 1.484 571 B1 R-1 L X 2.57 58 B1 R-1 L Y 1.484 59 G1R-1 L X 2.978 60 G1R-1 L Y 1.719 61 A4R-3 L X 5.729 62 A4R-3 L Y 3.307 63 B4R-3 L X 5.729 64 134R-3 L Y 3.307 65 G4R-3 L X 7.071 66 G4R-3 L Y 4.083 67 A3R L X 5.03 68 A3R L Y 2.904 69 B3R L X 5.03 70 B3R L Y 2.904 71 G3R L X 5.03 72 G3R L Y 2.904 Node Loads and Enforced Displacements (BLC 36 : Seismic X) Node Label L, D, M Direction Magnitude [(Ib, Ib-ft), (in, rad), (Ib*s2/in, Ib*s2*in)] 1 A1T L X 24.514 2 Al B L X 24.514 3 B1T L X 24.514 4 B1B L X 24.514 5 G1T L X 24.514 6 G 1 B L X 24.514 7 A4T L X 18.801 8 A413 L X 18.801 9 B4T L X 18.801 10 B413 L X 18.801 11 G4T L X 18.801 12 G4B L X 18.801 13 A2T L X 21.146 14 A213 L X 21.146 15 B2T L X 21.146 16 B2B L X 21.146 17 G2T L X 21.146 18 G2B L X 21.146 19 Al R-2 L X 21.743 20 B1R-2 L X 21.743 21 G 1 R-2 L X 21.743 22 A4R-1 L X 24.216 23 B4R-1 L X 24.216 24 G4R-1 L X 24.216 25 A4R-2 L X 38.796 RISA-3D Version 19 [ 842250.r3d ] Page 41 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Node Loads and Enforced Displacements (BLC 36 : Seismic X) (Continued) NnrlP I ahpl I _ r)_ M nirPctinn MannituriP f(Ih_ Ih-ftl_ (in. mrll_ (lh*sz/in. Ih*sz*in)l 26 B4R-2 L X 38.796 27 G4R-2 L X 38.796 28 Al R-1 L X 15.689 29 B1 R-1 L X 15.689 30 G1R-1 L X 15.689 31 A4R-3 L X 43.23 32 B4R-3 L X 43.23 33 G4R-3 L X 43.23 34 A3R L X 13.984 35 B3R L X 13.984 36 G3R L X 13.984 Node Loads and Enforced Displacements (BLC 37 : Seismic 1) Nnrie I ahel I n M nirPctinn MAnnihiriP r(Ih Ih-ftl (in raril (lh*c2/in Ih*c2*in)l 1 A1T L Y 24.514 2 A 1 B L Y 24.514 3 B1T L Y 24.514 4 B 1 B L Y 24.514 5 G1T L Y 24.514 6 G 1 B L Y 24.514 7 A4T L Y 18.801 8 A413 L Y 18.801 9 B4T L Y 18.801 10 B4B L Y 18.801 11 G4T L Y 18.801 12 G4B L Y 18.801 13 A2T L Y 21.146 14 A213 L Y 21.146 15 B2T L Y 21.146 16 B2B L Y 21.146 17 G2T L Y 21.146 18 G2B L Y 21.146 19 Al R-2 L Y 21.743 20 B1R-2 L Y 21.743 21 G 1 R-2 L Y 21.743 22 A4R-1 L Y 24.216 23 B4R-1 L Y 24.216 24 G4R-1 L Y 24.216 25 A4R-2 L Y 38.796 26 B4R-2 L Y 38.796 27 G4R-2 L Y 38.796 28 Al R-1 L Y 15.689 29 B1 R-1 L Y 15.689 30 G 1 R-1 L Y 15.689 31 A41R-3 L Y 43.23 32 B4R-3 L Y 43.23 33 G4R-3 L Y 43.23 34 A3R L Y 13.984 351 B3R L Y 13.984 361 G3R L Y 13.984 RISA-3D Version 19 [ 842250.r3d ] Page 42 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Node Loads and Enforced Displacements (BLC 38 : Maintenance Live Lm (1)) Node Label L, D, M Direction Magnitude [(Ib, lb-ft), (in, rad), (Ib*sz/in, Ib*s2*in)] 1 M 1 L Z 1 -500 Node Loads and Enforced Displacements (BLC 39 : Maintenance Live Lm (2)) Node Label L, D, M Direction Magnitude Ib, lb-ft , in, rad , Ib*s2/in, Ib*s2*in 1 M2 L Z 1 -500 Node Loads and Enforced Displacements (BLC 40 : Maintenance Live Lm (3)) Node Label L, D, M Direction Magnitude Ib, lb-ft , in, rad , Ib*s2/in, Ib*s2*in 1 M3 L Z 1 -500 Node Loads and Enforced Displacements (BLC 41 : Maintenance Live Lm (4)) Node Label L, D, M Direction Magnitude Ib, lb-ft , in, rad , Ib*sZ/in, Ib*sZ*in 1 M4 L Z 1 -500 Node Loads and Enforced Displacements (BLC 42 : Maintenance Live Lm (5)) Node Label L, D, M Direction Magnitude Ib, lb-ft , in, rad , Ib*sZ/in, Ib*sZ*in FIT- M5 L Z 1 -500 Member Distributed Loads (BLC 2: Dead of Ice) Member Label Direction Start Maanitude rlb/ft. F. osf. lb-ft/inlEnd Maanitude rib/ft. F. osf. lb-ft/inlStart Location Hin. %11End Location ron. %11 1 M1 Z -8.872 -8.872 0 %100 2 M2 Z -6.953 -6.953 0 %100 3 M3 Z -6.953 -6.953 0 %100 4 M4 Z -7.404 -7.404 0 %100 5 M5 Z -7.404 -7.404 0 %100 6 M8 Z -7.404 -7.404 0 %100 7 M9 Z -7.404 -7.404 0 %100 8 M12 Z -6.953 -6.953 0 %100 9 M13 Z -6.953 -6.953 0 %100 10 M14 Z -7.404 -7.404 0 %100 11 M15 Z -7.404 -7.404 0 %100 12 M18 Z -7.404 -7.404 0 %100 13 M19 Z -7.404 -7.404 0 %100 14 M22 Z -5.147 -5.147 0 %100 15 M23 Z -5.147 -5.147 0 %100 16 M24 Z -8.872 -8.872 0 %100 17 M25 Z -6.953 -6.953 0 %100 18 M26 Z -6.953 -6.953 0 %100 19 M27 Z -7.404 -7.404 0 %100 20 M28 Z -7.404 -7.404 0 %100 21 M31 Z -7.404 -7.404 0 %100 22 M32 Z -7.404 -7.404 0 %100 23 M35 Z -6.953 -6.953 0 %100 24 M36 Z -6.953 -6.953 0 %100 25 M37 Z -7.404 -7.404 0 %100 26 M38 Z -7.404 -7.404 0 %100 27 M41 Z -7.404 -7.404 0 %100 28 M42 Z -7.404 -7.404 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 43 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 2 : Dead of Ice) (Continued) Member Label D i rection Start Magnitude [Ib/ft, F, psf, Ib-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 291 M45 Z -5.147 -5.147 0 %100 30 M46 Z -5.147 -5.147 0 %100 31 M47 Z -8.872 -8.872 0 %100 32 M48 Z -6.953 -6.953 0 %100 33 M49 Z -6.953 -6.953 0 %100 34 M50 Z -7.404 -7.404 0 %100 35 M51 Z -7.404 -7.404 0 %100 36 M54 Z -7.404 -7.404 0 %100 37 M55 Z -7.404 -7.404 0 %100 38 M58 Z -6.953 -6.953 0 %100 39 M59 Z -6.953 -6.953 0 %100 40 M60 Z -7.404 -7.404 0 %100 41 M61 Z -7.404 -7.404 0 %100 42 M64 Z -7.404 -7.404 0 %100 43 M65 Z -7.404 -7.404 0 %100 44 M68 Z -5.147 -5.147 0 %100 45 M69 Z -5.147 -5.147 0 %100 46 M72 Z -6.612 -6.612 0 %100 47 M75 Z -6.612 -6.612 0 %100 48 M78 Z -6.612 -6.612 0 %100 49 M90 Z -5.016 -5.016 0 %100 50 M91 Z -5.016 -5.016 0 %100 51 M92 Z -5.016 -5.016 0 %100 52 M93 Z -5.016 -5.016 0 %100 53 M94 Z -5.016 -5.016 0 %100 54 M100 Z -5.016 -5.016 0 %100 55 M106 Z -5.016 -5.016 0 %100 56 M 107 Z -5.016 -5.016 0 %100 57 M108 Z -5.016 -5.016 0 %100 58 M109 Z -5.016 -5.016 0 %100 59 M110 Z -5.016 -5.016 0 %100 60 M116 Z -5.016 -5.016 0 %100 61 M122 Z -5.016 -5.016 0 %100 62 M123 Z -5.016 -5.016 0 %100 63 M124 Z -5.016 -5.016 0 %100 64 M125 Z -5.016 -5.016 0 %100 65 M126 Z -5.016 -5.016 0 %100 66 M132 Z -5.016 -5.016 0 %100 67 M139 Z -7.292 -7.292 0 %100 68 M140 Z -7.292 -7.292 0 %100 69 M141 Z -7.292 -7.292 0 %100 70 M142 Z -7.292 -7.292 0 %100 71 M143 Z -7.292 -7.292 0 %100 72 M144 Z -7.292 -7.292 0 %100 73 M145 Z -7.292 -7.292 0 %100 74 M146 Z -7.292 -7.292 0 %100 75 M147 Z -7.292 -7.292 0 %100 76 M154 Z -5.016 -5.016 0 %100 77 M155 Z -5.016 -5.016 0 %100 78 M156 Z -5.016 -5.016 0 %100 79 KM5 Z -6.05 -6.05 0 %100 80 KM6 Z -6.05 -6.05 0 %100 81 KM11 Z -6.05 -6.05 0 %100 82 KM12 Z -6.05 -6.05 0 %100 83 KM17 Z -6.05 -6.05 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 44 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 2 : Dead of Ice) (Continued) Member Label Direction Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 841 KM18 Z -6.05 -6.05 0 %100 85 M221 Z -6.05 -6.05 0 %100 86 M222 Z -6.05 -6.05 0 %100 87 M227 Z -6.05 -6.05 0 %100 88 M228 Z -6.05 -6.05 0 %100 89 M233A Z -6.05 -6.05 0 %100 90 M234A Z -6.05 -6.05 0 %100 Member Distributed Loads (BLC 4 : Structure Wind (0)) Member Label Direction Start Magnitude [lb/ft, F, psf, lb-ft/in] End Magnitude [lb/ft, F, psf, lb-ft/in] Start Location [(in, %)] End Location [(in, %)] 1 M1 X -14.244 -14.244 0 %100 2 M1 Y 0 0 0 %100 3 M2 X -3.561 -3.561 0 %100 4 M2 Y 0 0 0 %100 5 M3 X -3.561 -3.561 0 %100 6 M3 Y 0 0 0 %100 7 M4 X -7.122 -7.122 0 %100 8 M4 Y 0 0 0 %100 9 M5 X -28.487 -28.487 0 %100 10 M5 Y 0 0 0 %100 11 M8 X -7.117 -7.117 0 %100 12 M8 Y 0 0 0 %100 13 M9 X -7.122 -7.122 0 %100 14 M9 Y 0 0 0 %100 15 M12 X -3.561 -3.561 0 %100 16 M12 Y 0 0 0 %100 17 M13 X -3.561 -3.561 0 %100 18 M13 Y 0 0 0 %100 19 M14 X -7.122 -7.122 0 %100 20 M14 Y 0 0 0 %100 21 M15 X -28.487 -28.487 0 %100 22 M15 Y 0 0 0 %100 23 M18 X -7.122 -7.122 0 %100 24 M18 Y 0 0 0 %100 25 M19 X -7.122 -7.122 0 %100 26 M19 Y 0 0 0 %100 27 M22 X -9.488 -9.488 0 %100 28 M22 Y 0 0 0 %100 29 M23 X -2.14 -2.14 0 %100 30 M23 Y 0 0 0 %100 31 M24 X 0 0 0 %100 32 M24 Y 0 0 0 %100 33 M25 X -14.244 -14.244 0 %100 34 M25 Y 0 0 0 %100 35 M26 X -14.244 -14.244 0 %100 36 M26 Y 0 0 0 %100 37 M27 X -28.487 -28.487 0 %100 38 M27 Y 0 0 0 %100 39 M28 X -7.115 -7.115 0 %100 40 M28 Y 0 0 0 %100 41 M31 X -28.487 -28.487 0 %100 42 M31 Y 0 0 0 %100 43 M32 X -7.122 -7.122 0 %100 44 M32 Y 0 0 0 %100 45 M35 X -14.244 -14.244 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 45 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 4 : Structure Wind (0)) (Continued) Member Label Direction Start Maqnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Rin, W End Location Rin, %)l 461 M35 Y 0 0 0 %100 47 M36 X -14.244 -14.244 0 %100 48 M36 Y 0 0 0 %100 49 M37 X -28.487 -28.487 0 %100 50 M37 Y 0 0 0 %100 51 M38 X -7.122 -7.122 0 %100 52 M38 Y 0 0 0 %100 53 M41 X -28.487 -28.487 0 %100 54 M41 Y 0 0 0 %100 55 M42 X -7.122 -7.122 0 %100 56 M42 Y 0 0 0 %100 57 M45 X -2.616 -2.616 0 %100 58 M45 Y 0 0 0 %100 59 M46 X -2.616 -2.616 0 %100 60 M46 Y 0 0 0 %100 61 M47 X -14.244 -14.244 0 %100 62 M47 Y 0 0 0 %100 63 M48 X -3.561 -3.561 0 %100 64 M48 Y 0 0 0 %100 65 M49 X -3.561 -3.561 0 %100 66 M49 Y 0 0 0 %100 67 M50 X -7.122 -7.122 0 %100 68 M50 Y 0 0 0 %100 69 M51 X -7.122 -7.122 0 %100 70 M51 Y 0 0 0 %100 71 M54 X -7.122 -7.122 0 %100 72 M54 Y 0 0 0 %100 73 M55 X -28.487 -28.487 0 %100 74 M55 Y 0 0 0 %100 75 M58 X -3.561 -3.561 0 %100 76 M58 Y 0 0 0 %100 77 M59 X -3.561 -3.561 0 %100 78 M59 Y 0 0 0 %100 79 M60 X -7.122 -7.122 0 %100 80 M60 Y 0 0 0 %100 81 M61 X -7.122 -7.122 0 %100 82 M61 Y 0 0 0 %100 83 M64 X -7.122 -7.122 0 %100 84 M64 Y 0 0 0 %100 85 M65 X -28.487 -28.487 0 %100 86 M65 Y 0 0 0 %100 87 M68 X -2.14 -2.14 0 %100 88 M68 Y 0 0 0 %100 89 M69 X -9.488 -9.488 0 %100 90 M69 Y 0 0 0 %100 91 M72 X -2.493 -2.493 0 %100 92 M72 Y 0 0 0 %100 93 M75 X -9.971 -9.971 0 %100 94 M75 Y 0 0 0 %100 95 M78 X -2.493 -2.493 0 %100 96 M78 Y 0 0 0 %100 97 M90 X -6.766 -6.766 0 %100 98 M90 Y 0 0 0 %100 99 M91 X -6.766 -6.766 0 %100 100 M91 Y 0 0 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 46 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 4 : Structure Wind (0)) (Continued) Member Label Direction Start Maqnitude rib/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location [(in, %)1 End Location r(in, %)1 1011 M92 X -6.766 -6.766 0 61"100 102 M92 Y 0 0 0 %100 103 M93 X -6.766 -6.766 0 %100 104 M93 Y 0 0 0 %100 105 M94 X -6.766 -6.766 0 %100 106 M94 Y 0 0 0 %100 107 M100 X -6.766 -6.766 0 %100 108 M100 Y 0 0 0 %100 109 M106 X -6.766 -6.766 0 %100 110 M106 Y 0 0 0 %100 111 M107 X -6.766 -6.766 0 %100 112 M107 Y 0 0 0 %100 113 M108 X -6.766 -6.766 0 %100 114 M108 Y 0 0 0 %100 115 M109 X -6.766 -6.766 0 %100 116 M109 Y 0 0 0 %100 117 M110 X -6.766 -6.766 0 %100 118 M110 Y 0 0 0 %100 119 M116 X -1.691 -1.691 0 %100 120 M116 Y 0 0 0 %100 121 M122 X -6.766 -6.766 0 %100 122 M122 Y 0 0 0 %100 123 M123 X -6.766 -6.766 0 %100 124 M123 Y 0 0 0 %100 125 M124 X -6.766 -6.766 0 %100 126 M124 Y 0 0 0 %100 127 M125 X -6.766 -6.766 0 %100 128 M125 Y 0 0 0 %100 129 M126 X -6.766 -6.766 0 %100 130 M126 Y 0 0 0 %100 131 M132 X -1.691 -1.691 0 %100 132 M132 Y 0 0 0 %100 133 M139 X -28.487 -28.487 0 %100 134 M139 Y 0 0 0 %100 135 M140 X -28.487 -28.487 0 %100 136 M140 Y 0 0 0 %100 137 M141 X -7.122 -7.122 0 %100 138 M141 Y 0 0 0 %100 139 M142 X -7.122 -7.122 0 %100 140 M142 Y 0 0 0 %100 141 M143 X -7.122 -7.122 0 %100 142 M143 Y 0 0 0 %100 143 M144 X -7.122 -7.122 0 %100 144 M144 Y 0 0 0 %100 145 M145 X -7.122 -7.122 0 %100 146 M145 Y 0 0 0 %100 147 M146 X -28.487 -28.487 0 %100 148 M146 Y 0 0 0 %100 149 M147 X -7.122 -7.122 0 %100 150 M147 Y 0 0 0 %100 151 M154 X -1.691 -1.691 0 %100 152 M154 Y 0 0 0 %100 153 M155 X -1.691 -1.691 0 %100 154 M155 Y 0 0 0 %100 155 M156 X -6.766 -6.766 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 47 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 4 : Structure Wind (0)) (Continued) Member Label Direction Start Maqnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude flb/ft, F, psf, lb-ft/inl Start Location Rin, W End Location Rin, %)l 1561 M156 Y 0 0 0 %100 157 KM5 X -2.007 -2.007 0 %100 158 KM5 Y 0 0 0 %100 159 KM6 X -2.007 -2.007 0 %100 160 KM6 Y 0 0 0 %100 161 KM11 X -9.404 -9.404 0 %100 162 KM11 Y 0 0 0 %100 163 KM12 X -9.404 -9.404 0 %100 164 KM12 Y 0 0 0 %100 165 KM17 X -9.404 -9.404 0 %100 166 KM 17 Y 0 0 0 %100 167 KM18 X -9.404 -9.404 0 %100 168 KM18 Y 0 0 0 %100 169 M221 X -9.766 -9.766 0 %100 170 M221 Y 0 0 0 %100 171 M222 X -9.766 -9.766 0 %100 172 M222 Y 0 0 0 %100 173 M227 X -9.525 -9.525 0 %100 174 M227 Y 0 0 0 %100 175 M228 X -2.98 -2.98 0 %100 176 M228 Y 0 0 0 %100 177 M233A X -2.98 -2.98 0 %100 178 M233A Y 0 0 0 %100 179 M234A X -9.525 -9.525 0 %100 180 M234A Y 0 0 0 %100 Member Distributed Loads (BLC 5 : Structure Wind (30)) Member Label Direction Start Magnitude rlb/ft, F, psf, lb-ft/inl End Magnitude rlb/ft, F, psf, lb-ft/inl Start Location [(in, %)1 End Location Rin, %)1 1 M1 X -16.447 -16.447 0 %100 2 M1 Y 9.496 9.496 0 %100 3 M2 X -2.014e-09 -2.014e-09 0 %100 4 M2 Y 1.163e-09 1.163e-09 0 %100 5 M3 X -2.014e-09 -2.014e-09 0 %100 6 M3 Y 1.163e-09 1.163e-09 0 %100 7 M4 X -4.028e-09 -4.028e-09 0 %100 8 M4 Y 2.326e-09 2.326e-09 0 %100 9 M5 X -18.503 -18.503 0 %100 10 M5 Y 10.683 10.683 0 %100 11 M8 X -1.139e-06 -1.139e-06 0 %100 12 M8 Y 6.577e-07 6.577e-07 0 %100 13 M9 X -18.503 -18.503 0 %100 14 M9 Y 10.683 10.683 0 %100 15 M12 X -1.866e-10 -1.866e-10 0 %100 16 M12 Y 1.077e-10 1.077e-10 0 %100 17 M13 X -1.866e-10 -1.866e-10 0 %100 18 M13 Y 1.077e-10 1.077e-10 0 %100 19 M14 X -4.028e-09 -4.028e-09 0 %100 20 M14 Y 2.326e-09 2.326e-09 0 %100 21 M15 X -18.503 -18.503 0 %100 22 M15 Y 10.683 10.683 0 %100 23 M18 X -4.028e-09 -4.028e-09 0 %100 24 M18 Y 2.326e-09 2.326e-09 0 %100 25 M19 X -18.503 -18.503 0 %100 26 M19 Y 10.683 10.683 0 %100 27 M22 X -5.958 -5.958 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 48 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 5 : Structure Wind (30)) (Continued) Member Label Direction Start Magnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Rin, W End Location Rin, %)l 281 M22 Y 3.44 3.44 0 %100 29 M23 X -5.958 -5.958 0 %100 30 M23 Y 3.44 3.44 0 %100 31 M24 X -4.112 -4.112 0 %100 32 M24 Y 2.374 2.374 0 %100 33 M25 X -9.252 -9.252 0 %100 34 M25 Y 5.341 5.341 0 %100 35 M26 X -9.252 -9.252 0 %100 36 M26 Y 5.341 5.341 0 %100 37 M27 X -18.503 -18.503 0 %100 38 M27 Y 10.683 10.683 0 %100 39 M28 X -18.497 -18.497 0 %100 40 M28 Y 10.679 10.679 0 %100 41 M31 X -18.503 -18.503 0 %100 42 M31 Y 10.683 10.683 0 %100 43 M32 X -4.028e-09 -4.028e-09 0 %100 44 M32 Y 2.326e-09 2.326e-09 0 %100 45 M35 X -9.252 -9.252 0 %100 46 M35 Y 5.341 5.341 0 %100 47 M36 X -9.252 -9.252 0 %100 48 M36 Y 5.341 5.341 0 %100 49 M37 X -18.503 -18.503 0 %100 50 M37 Y 10.683 10.683 0 %100 51 M38 X -18.503 -18.503 0 %100 52 M38 Y 10.683 10.683 0 %100 53 M41 X -18.503 -18.503 0 %100 54 M41 Y 10.683 10.683 0 %100 55 M42 X -4.028e-09 -4.028e-09 0 %100 56 M42 Y 2.326e-09 2.326e-09 0 %100 57 M45 X -6.37 -6.37 0 %100 58 M45 Y 3.678 3.678 0 %100 59 M46 X -0.007 -0.007 0 %100 60 M46 Y 0.004 0.004 0 %100 61 M47 X -4.112 -4.112 0 %100 62 M47 Y 2.374 2.374 0 %100 63 M48 X -9.252 -9.252 0 %100 64 M48 Y 5.341 5.341 0 %100 65 M49 X -9.252 -9.252 0 %100 66 M49 Y 5.341 5.341 0 %100 67 M50 X -18.503 -18.503 0 %100 68 M50 Y 10.683 10.683 0 %100 69 M51 X -4.028e-09 -4.028e-09 0 %100 70 M51 Y 2.326e-09 2.326e-09 0 %100 71 M54 X -18.503 -18.503 0 %100 72 M54 Y 10.683 10.683 0 %100 73 M55 X -18.503 -18.503 0 %100 74 M55 Y 10.683 10.683 0 %100 75 M58 X -9.251 -9.251 0 %100 76 M58 Y 5.341 5.341 0 %100 77 M59 X -9.251 -9.251 0 %100 78 M59 Y 5.341 5.341 0 %100 79 M60 X -18.503 -18.503 0 %100 80 M60 Y 10.683 10.683 0 %100 81 M61 X -4.028e-09 -4.028e-09 0 %100 82 M61 Y 2.326e-09 2.326e-09 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 49 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 5 : Structure Wind (30)) (Continued) Member Label Direction Start Maqnitude rib/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location [(in, %)1 End Location r(in, %)1 831 M64 X -18.503 -18.503 0 61"100 84 M64 Y 10.683 10.683 0 %100 85 M65 X -18.503 -18.503 0 %100 86 M65 Y 10.683 10.683 0 %100 87 M68 X -0.007 -0.007 0 %100 88 M68 Y 0.004 0.004 0 %100 89 M69 X -6.37 -6.37 0 %100 90 M69 Y 3.678 3.678 0 %100 91 M72 X -2.668e-12 -2.668e-12 0 %100 92 M72 Y 1.54e-12 1.54e-12 0 %100 93 M75 X -6.476 -6.476 0 %100 94 M75 Y 3.739 3.739 0 %100 95 M78 X -6.476 -6.476 0 %100 96 M78 Y 3.739 3.739 0 %100 97 M90 X -5.859 -5.859 0 %100 98 M90 Y 3.383 3.383 0 %100 99 M91 X -5.859 -5.859 0 %100 100 M91 Y 3.383 3.383 0 %100 101 M92 X -5.859 -5.859 0 %100 102 M92 Y 3.383 3.383 0 %100 103 M93 X -5.859 -5.859 0 %100 104 M93 Y 3.383 3.383 0 %100 105 M94 X -5.859 -5.859 0 %100 106 M94 Y 3.383 3.383 0 %100 107 M100 X -4.394 -4.394 0 %100 108 M100 Y 2.537 2.537 0 %100 109 M106 X -5.859 -5.859 0 %100 110 M106 Y 3.383 3.383 0 %100 111 M107 X -5.859 -5.859 0 %100 112 M107 Y 3.383 3.383 0 %100 113 M108 X -5.859 -5.859 0 %100 114 M108 Y 3.383 3.383 0 %100 115 M109 X -5.859 -5.859 0 %100 116 M109 Y 3.383 3.383 0 %100 117 M110 X -5.859 -5.859 0 %100 118 M110 Y 3.383 3.383 0 %100 119 M116 X -4.394 -4.394 0 %100 120 M116 Y 2.537 2.537 0 %100 121 M122 X -5.859 -5.859 0 %100 122 M122 Y 3.383 3.383 0 %100 123 M123 X -5.859 -5.859 0 %100 124 M123 Y 3.383 3.383 0 %100 125 M124 X -5.859 -5.859 0 %100 126 M124 Y 3.383 3.383 0 %100 127 M125 X -5.859 -5.859 0 %100 128 M125 Y 3.383 3.383 0 %100 129 M126 X -5.859 -5.859 0 %100 130 M126 Y 3.383 3.383 0 %100 131 M132 X -9.649e-12 -9.649e-12 0 %100 132 M 132 Y 5.571 e-12 5.571 e-12 0 %100 133 M139 X -18.503 -18.503 0 %100 134 M139 Y 10.683 10.683 0 %100 135 M140 X -18.503 -18.503 0 %100 136 M140 Y 10.683 10.683 0 %100 137 M141 X -18.503 -18.503 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 50 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 5 : Structure Wind (30)) (Continued) Member Label Direction Start Magnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Rin, W End Location Rin, %)l 1381 M141 Y 10.683 10.683 0 %100 139 M142 X -18.503 -18.503 0 %100 140 M142 Y 10.683 10.683 0 %100 141 M143 X -1.41e-13 -1.41e-13 0 %100 142 M143 Y 8.141e-14 8.141e-14 0 %100 143 M144 X -1.41e-13 -1.41e-13 0 %100 144 M144 Y 8.141e-14 8.141e-14 0 %100 145 M 145 X -1.41 e-13 -1.41 e-13 0 %100 146 M145 Y 8.14e-14 8.14e-14 0 %100 147 M146 X -18.503 -18.503 0 %100 148 M146 Y 10.683 10.683 0 %100 149 M147 X -18.503 -18.503 0 %100 150 M147 Y 10.683 10.683 0 %100 151 M154 X -4.394 -4.394 0 %100 152 M154 Y 2.537 2.537 0 %100 153 M155 X -3.349e-14 -3.349e-14 0 %100 154 M155 Y 1.933e-14 1.933e-14 0 %100 155 M156 X -4.394 -4.394 0 %100 156 M156 Y 2.537 2.537 0 %100 157 KM5 X -3.873 -3.873 0 %100 158 KM5 Y 2.236 2.236 0 %100 159 KM6 X -3.873 -3.873 0 %100 160 KM6 Y 2.236 2.236 0 %100 161 KM11 X -3.873 -3.873 0 %100 162 KM 11 Y 2.236 2.236 0 %100 163 KM12 X -3.873 -3.873 0 %100 164 KM12 Y 2.236 2.236 0 %100 165 KM17 X -10.279 -10.279 0 %100 166 KM17 Y 5.935 5.935 0 %100 167 KM18 X -10.279 -10.279 0 %100 168 KM18 Y 5.935 5.935 0 %100 169 M221 X -4.609 -4.609 0 %100 170 M221 Y 2.661 2.661 0 %100 171 M222 X -10.278 -10.278 0 %100 172 M222 Y 5.934 5.934 0 %100 173 M227 X -10.278 -10.278 0 %100 174 M227 Y 5.934 5.934 0 %100 175 M228 X -4.609 -4.609 0 %100 176 M228 Y 2.661 2.661 0 %100 177 M233A X -4.401 -4.401 0 %100 178 M233A Y 2.541 2.541 0 %100 179 M234A X -4.401 -4.401 0 %100 180 M234A Y 2.541 2.541 0 %100 Member Distributed Loads (BLC 6 : Structure Wind (45)) Member Label Direction Start Magnitude Ib/ft, F, psf, lb-ft/in End Magnitude Ib/ft, F, psf, lb-ft/in Start Location in, % End Location in, 1 M1 X -12.529 -12.529 0 %100 2 M1 Y 12.529 12.529 0 %100 3 M2 X -0.675 -0.675 0 %100 4 M2 Y 0.675 0.675 0 %100 5 M3 X -0.675 -0.675 0 %100 6 M3 Y 0.675 0.675 0 %100 7 M4 X -1.349 -1.349 0 %100 8 M4 Y 1.349 1.349 0 %100 9 M5 X -10.072 -10.072 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 51 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 6 : Structure Wind (45)) (Continued) Member Label Direction Start Magnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Rin, W End Location Rin, %)l 101 M5 Y 10.072 10.072 0 %100 11 M8 X -1.352 -1.352 0 %100 12 M8 Y 1.352 1.352 0 %100 13 M9 X -18.794 -18.794 0 %100 14 M9 Y 18.794 18.794 0 %100 15 M12 X -0.675 -0.675 0 %100 16 M12 Y 0.675 0.675 0 %100 17 M13 X -0.675 -0.675 0 %100 18 M13 Y 0.675 0.675 0 %100 19 M14 X -1.349 -1.349 0 %100 20 M14 Y 1.349 1.349 0 %100 21 M15 X -10.072 -10.072 0 %100 22 M15 Y 10.072 10.072 0 %100 23 M18 X -1.349 -1.349 0 %100 24 M18 Y 1.349 1.349 0 %100 25 M19 X -18.794 -18.794 0 %100 26 M19 Y 18.794 18.794 0 %100 27 M22 X -3.163 -3.163 0 %100 28 M22 Y 3.163 3.163 0 %100 29 M23 X -6.163 -6.163 0 %100 30 M23 Y 6.163 6.163 0 %100 31 M24 X -6.715 -6.715 0 %100 32 M24 Y 6.715 6.715 0 %100 33 M25 X -5.036 -5.036 0 %100 34 M25 Y 5.036 5.036 0 %100 35 M26 X -5.036 -5.036 0 %100 36 M26 Y 5.036 5.036 0 %100 37 M27 X -10.072 -10.072 0 %100 38 M27 Y 10.072 10.072 0 %100 39 M28 X -18.791 -18.791 0 %100 40 M28 Y 18.791 18.791 0 %100 41 M31 X -10.072 -10.072 0 %100 42 M31 Y 10.072 10.072 0 %100 43 M32 X -1.349 -1.349 0 %100 44 M32 Y 1.349 1.349 0 %100 45 M35 X -5.036 -5.036 0 %100 46 M35 Y 5.036 5.036 0 %100 47 M36 X -5.036 -5.036 0 %100 48 M36 Y 5.036 5.036 0 %100 49 M37 X -10.072 -10.072 0 %100 50 M37 Y 10.072 10.072 0 %100 51 M38 X -18.794 -18.794 0 %100 52 M38 Y 18.794 18.794 0 %100 53 M41 X -10.072 -10.072 0 %100 54 M41 Y 10.072 10.072 0 %100 55 M42 X -1.349 -1.349 0 %100 56 M42 Y 1.349 1.349 0 %100 57 M45 X -6.357 -6.357 0 %100 58 M45 Y 6.357 6.357 0 %100 59 M46 X -0.358 -0.358 0 %100 60 M46 Y 0.358 0.358 0 %100 61 M47 X -0.9 -0.9 0 %100 62 M47 Y 0.9 0.9 0 %100 63 M48 X -9.397 -9.397 0 %100 64 M48 Y 9.397 9.397 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 52 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 6 : Structure Wind (45)) (Continued) Member Label Direction Start Maqnitude fib/ft, F, psf, lb-ft/inj End Maqnitude flb/ft, F, psf, lb-ft/inl Start Location [(in, %)1 End Location f(in, %)1 651 M49 X -9.397 -9.397 0 %100 66 M49 Y 9.397 9.397 0 %100 67 M50 X -18.794 -18.794 0 %100 68 M50 Y 18.794 18.794 0 %100 69 M51 X -1.349 -1.349 0 %100 70 M51 Y 1.349 1.349 0 %100 71 M54 X -18.794 -18.794 0 %100 72 M54 Y 18.794 18.794 0 %100 73 M55 X -10.072 -10.072 0 %100 74 M55 Y 10.072 10.072 0 %100 75 M58 X -9.397 -9.397 0 %100 76 M58 Y 9.397 9.397 0 %100 77 M59 X -9.397 -9.397 0 %100 78 M59 Y 9.397 9.397 0 %100 79 M60 X -18.794 -18.794 0 %100 80 M60 Y 18.794 18.794 0 %100 81 M61 X -1.349 -1.349 0 %100 82 M61 Y 1.349 1.349 0 %100 83 M64 X -18.794 -18.794 0 %100 84 M64 Y 18.794 18.794 0 %100 85 M65 X -10.072 -10.072 0 %100 86 M65 Y 10.072 10.072 0 %100 87 M68 X -0.552 -0.552 0 %100 88 M68 Y 0.552 0.552 0 %100 89 M69 X -3.552 -3.552 0 %100 90 M69 Y 3.552 3.552 0 %100 91 M72 X -0.472 -0.472 0 %100 92 M72 Y 0.472 0.472 0 %100 93 M75 X -3.525 -3.525 0 %100 94 M75 Y 3.525 3.525 0 %100 95 M78 X -6.578 -6.578 0 %100 96 M78 Y 6.578 6.578 0 %100 97 M90 X -4.784 -4.784 0 %100 98 M90 Y 4.784 4.784 0 %100 99 M91 X -4.784 -4.784 0 %100 100 M91 Y 4.784 4.784 0 %100 101 M92 X -4.784 -4.784 0 %100 102 M92 Y 4.784 4.784 0 %100 103 M93 X -4.784 -4.784 0 %100 104 M93 Y 4.784 4.784 0 %100 105 M94 X -4.784 -4.784 0 %100 106 M94 Y 4.784 4.784 0 %100 107 M100 X -2.392 -2.392 0 %100 108 M100 Y 2.392 2.392 0 %100 109 M106 X -4.784 -4.784 0 %100 110 M106 Y 4.784 4.784 0 %100 111 M107 X -4.784 -4.784 0 %100 112 M107 Y 4.784 4.784 0 %100 113 M108 X -4.784 -4.784 0 %100 114 M108 Y 4.784 4.784 0 %100 115 M109 X -4.784 -4.784 0 %100 116 M109 Y 4.784 4.784 0 %100 117 M110 X -4.784 -4.784 0 %100 118 M110 Y 4.784 4.784 0 %100 119 M116 X -4.464 -4.464 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 53 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 6 : Structure Wind (45)) (Continued) Member Label Direction Start Magnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Rin, W End Location Rin, %)l 1201 M116 Y 4.464 4.464 0 %100 121 M122 X -4.784 -4.784 0 %100 122 M122 Y 4.784 4.784 0 %100 123 M123 X -4.784 -4.784 0 %100 124 M123 Y 4.784 4.784 0 %100 125 M124 X -4.784 -4.784 0 %100 126 M124 Y 4.784 4.784 0 %100 127 M125 X -4.784 -4.784 0 %100 128 M125 Y 4.784 4.784 0 %100 129 M126 X -4.784 -4.784 0 %100 130 M126 Y 4.784 4.784 0 %100 131 M132 X -0.32 -0.32 0 %100 132 M132 Y 0.32 0.32 0 %100 133 M139 X -10.072 -10.072 0 %100 134 M139 Y 10.072 10.072 0 %100 135 M140 X -10.072 -10.072 0 %100 136 M140 Y 10.072 10.072 0 %100 137 M141 X -18.794 -18.794 0 %100 138 M141 Y 18.794 18.794 0 %100 139 M142 X -18.794 -18.794 0 %100 140 M142 Y 18.794 18.794 0 %100 141 M143 X -1.349 -1.349 0 %100 142 M143 Y 1.349 1.349 0 %100 143 M144 X -1.349 -1.349 0 %100 144 M144 Y 1.349 1.349 0 %100 145 M145 X -1.349 -1.349 0 %100 146 M145 Y 1.349 1.349 0 %100 147 M146 X -10.072 -10.072 0 %100 148 M146 Y 10.072 10.072 0 %100 149 M147 X -18.794 -18.794 0 %100 150 M147 Y 18.794 18.794 0 %100 151 M154 X -4.464 -4.464 0 %100 152 M154 Y 4.464 4.464 0 %100 153 M155 X -0.32 -0.32 0 %100 154 M155 Y 0.32 0.32 0 %100 155 M156 X -2.392 -2.392 0 %100 156 M156 Y 2.392 2.392 0 %100 157 KM5 X -4.906 -4.906 0 %100 158 KM5 Y 4.906 4.906 0 %100 159 KM6 X -4.906 -4.906 0 %100 160 KM6 Y 4.906 4.906 0 %100 161 KM11 X -1.886 -1.886 0 %100 162 KM11 Y 1.886 1.886 0 %100 163 KM12 X -1.886 -1.886 0 %100 164 KM12 Y 1.886 1.886 0 %100 165 KM17 X -7.926 -7.926 0 %100 166 KM17 Y 7.926 7.926 0 %100 167 KM18 X -7.926 -7.926 0 %100 168 KM 18 Y 7.926 7.926 0 %100 169 M221 X -2.578 -2.578 0 %100 170 M221 Y 2.578 2.578 0 %100 171 M222 X -7.922 -7.922 0 %100 172 M222 Y 7.922 7.922 0 %100 173 M227 X -8.02 -8.02 0 %100 174 M227 Y 8.02 8.02 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 54 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 6 : Structure Wind (45)) (Continued) Member Label Direction Start Maqnitude fib/ft, F, psf, lb-ft/inj End Maqnitude flb/ft, F, psf, lb-ft/inl Start Location [(in, %)1 End Location f(in, %)1 1751 M228 X -5.348 -5.348 0 %100 176 M228 Y 5.348 5.348 0 %100 177 M233A X -5.151 -5.151 0 %100 178 M233A Y 5.151 5.151 0 %100 179 M234A X -2.479 -2.479 0 %100 180 M234A Y 2.479 2.479 0 %100 Member Distributed Loads (BLC 7 : Structure Wind (60)) Member Label Direction Start Magnitude Ib/ft, F, psf, lb-ft/in End Magnitude Ib/ft, F, psf, lb-ft/in Start Location in, % End Location in, 1 M1 X -7.122 -7.122 0 %100 2 M1 Y 12.335 12.335 0 %100 3 M2 X -1.78 -1.78 0 %100 4 M2 Y 3.084 3.084 0 %100 5 M3 X -1.78 -1.78 0 %100 6 M3 Y 3.084 3.084 0 %100 7 M4 X -3.561 -3.561 0 %100 8 M4 Y 6.167 6.167 0 %100 9 M5 X -3.561 -3.561 0 %100 10 M5 Y 6.168 6.168 0 %100 11 M8 X -3.564 -3.564 0 %100 12 M8 Y 6.172 6.172 0 %100 13 M9 X -14.244 -14.244 0 %100 14 M9 Y 24.671 24.671 0 %100 15 M12 X -1.78 -1.78 0 %100 16 M12 Y 3.084 3.084 0 %100 17 M13 X -1.78 -1.78 0 %100 18 M13 Y 3.084 3.084 0 %100 19 M14 X -3.561 -3.561 0 %100 20 M14 Y 6.167 6.167 0 %100 21 M15 X -3.561 -3.561 0 %100 22 M15 Y 6.168 6.168 0 %100 23 M18 X -3.561 -3.561 0 %100 24 M18 Y 6.167 6.167 0 %100 25 M19 X -14.244 -14.244 0 %100 26 M19 Y 24.671 24.671 0 %100 27 M22 X -1.07 -1.07 0 %100 28 M22 Y 1.853 1.853 0 %100 29 M23 X -4.744 -4.744 0 %100 30 M23 Y 8.217 8.217 0 %100 31 M24 X -7.122 -7.122 0 %100 32 M24 Y 12.335 12.335 0 %100 33 M25 X -1.78 -1.78 0 %100 34 M25 Y 3.084 3.084 0 %100 35 M26 X -1.78 -1.78 0 %100 36 M26 Y 3.084 3.084 0 %100 37 M27 X -3.561 -3.561 0 %100 38 M27 Y 6.168 6.168 0 %100 39 M28 X -14.244 -14.244 0 %100 40 M28 Y 24.671 24.671 0 %100 41 M31 X -3.561 -3.561 0 %100 42 M31 Y 6.168 6.168 0 %100 43 M32 X -3.561 -3.561 0 %100 44 M32 Y 6.167 6.167 0 %100 45 M35 X -1.78 -1.78 0 %100 46 M35 Y 3.084 3.084 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 55 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 7 : Structure Wind (60)) (Continued) Member Label Direction Start Maqnitude fib/ft, F, psf, lb-ft/inl End Maqnitude flb/ft, F, psf, lb-ft/inl Start Location [(in, %)1 End Location f(in, %)1 471 M36 X -1.78 -1.78 0 %100 48 M36 Y 3.084 3.084 0 %100 49 M37 X -3.561 -3.561 0 %100 50 M37 Y 6.168 6.168 0 %100 51 M38 X -14.244 -14.244 0 %100 52 M38 Y 24.671 24.671 0 %100 53 M41 X -3.561 -3.561 0 %100 54 M41 Y 6.168 6.168 0 %100 55 M42 X -3.561 -3.561 0 %100 56 M42 Y 6.167 6.167 0 %100 57 M45 X -4.744 -4.744 0 %100 58 M45 Y 8.217 8.217 0 %100 59 M46 X -1.07 -1.07 0 %100 60 M46 Y 1.853 1.853 0 %100 61 M47 X -1.609e-10 -1.609e-10 0 %100 62 M47 Y 2.786e-10 2.786e-10 0 %100 63 M48 X -7.122 -7.122 0 %100 64 M48 Y 12.335 12.335 0 %100 65 M49 X -7.122 -7.122 0 %100 66 M49 Y 12.335 12.335 0 %100 67 M50 X -14.244 -14.244 0 %100 68 M50 Y 24.671 24.671 0 %100 69 M51 X -3.561 -3.561 0 %100 70 M51 Y 6.167 6.167 0 %100 71 M54 X -14.244 -14.244 0 %100 72 M54 Y 24.671 24.671 0 %100 73 M55 X -3.561 -3.561 0 %100 74 M55 Y 6.168 6.168 0 %100 75 M58 X -7.122 -7.122 0 %100 76 M58 Y 12.335 12.335 0 %100 77 M59 X -7.122 -7.122 0 %100 78 M59 Y 12.335 12.335 0 %100 79 M60 X -14.244 -14.244 0 %100 80 M60 Y 24.671 24.671 0 %100 81 M61 X -3.561 -3.561 0 %100 82 M61 Y 6.167 6.167 0 %100 83 M64 X -14.244 -14.244 0 %100 84 M64 Y 24.671 24.671 0 %100 85 M65 X -3.561 -3.561 0 %100 86 M65 Y 6.168 6.168 0 %100 87 M68 X -1.308 -1.308 0 %100 88 M68 Y 2.265 2.265 0 %100 89 M69 X -1.308 -1.308 0 %100 90 M69 Y 2.266 2.266 0 %100 91 M72 X -1.246 -1.246 0 %100 92 M72 Y 2.159 2.159 0 %100 93 M75 X -1.246 -1.246 0 %100 94 M75 Y 2.159 2.159 0 %100 95 M78 X -4.985 -4.985 0 %100 96 M78 Y 8.635 8.635 0 %100 97 M90 X -3.383 -3.383 0 %100 98 M90 Y 5.859 5.859 0 %100 99 M91 X -3.383 -3.383 0 %100 100 M91 Y 5.859 5.859 0 %100 101 M92 X -3.383 -3.383 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 56 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 7 : Structure Wind (60)) (Continued) Member Label Direction Start Magnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Rin, W End Location Rin, %)l 1021 M92 Y 5.859 5.859 0 %100 103 M93 X -3.383 -3.383 0 %100 104 M93 Y 5.859 5.859 0 %100 105 M94 X -3.383 -3.383 0 %100 106 M94 Y 5.859 5.859 0 %100 107 M100 X -0.846 -0.846 0 %100 108 M100 Y 1.465 1.465 0 %100 109 M106 X -3.383 -3.383 0 %100 110 M106 Y 5.859 5.859 0 %100 111 M107 X -3.383 -3.383 0 %100 112 M107 Y 5.859 5.859 0 %100 113 M108 X -3.383 -3.383 0 %100 114 M108 Y 5.859 5.859 0 %100 115 M109 X -3.383 -3.383 0 %100 116 M109 Y 5.859 5.859 0 %100 117 M110 X -3.383 -3.383 0 %100 118 M110 Y 5.859 5.859 0 %100 119 M116 X -3.383 -3.383 0 %100 120 M116 Y 5.859 5.859 0 %100 121 M122 X -3.383 -3.383 0 %100 122 M122 Y 5.859 5.859 0 %100 123 M123 X -3.383 -3.383 0 %100 124 M123 Y 5.859 5.859 0 %100 125 M124 X -3.383 -3.383 0 %100 126 M124 Y 5.859 5.859 0 %100 127 M125 X -3.383 -3.383 0 %100 128 M125 Y 5.859 5.859 0 %100 129 M126 X -3.383 -3.383 0 %100 130 M126 Y 5.859 5.859 0 %100 131 M132 X -0.846 -0.846 0 %100 132 M132 Y 1.465 1.465 0 %100 133 M139 X -3.561 -3.561 0 %100 134 M139 Y 6.168 6.168 0 %100 135 M140 X -3.561 -3.561 0 %100 136 M140 Y 6.168 6.168 0 %100 137 M141 X -14.244 -14.244 0 %100 138 M141 Y 24.671 24.671 0 %100 139 M142 X -14.244 -14.244 0 %100 140 M142 Y 24.671 24.671 0 %100 141 M143 X -3.561 -3.561 0 %100 142 M143 Y 6.168 6.168 0 %100 143 M144 X -3.561 -3.561 0 %100 144 M144 Y 6.168 6.168 0 %100 145 M145 X -3.561 -3.561 0 %100 146 M145 Y 6.168 6.168 0 %100 147 M146 X -3.561 -3.561 0 %100 148 M146 Y 6.168 6.168 0 %100 149 M147 X -14.244 -14.244 0 %100 150 M147 Y 24.671 24.671 0 %100 151 M154 X -3.383 -3.383 0 %100 152 M154 Y 5.859 5.859 0 %100 153 M155 X -0.846 -0.846 0 %100 154 M155 Y 1.465 1.465 0 %100 155 M156 X -0.846 -0.846 0 %100 156 M156 Y 1.465 1.465 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 57 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 7 : Structure Wind (60)) (Continued) Member Label Direction Start Maqnitude fib/ft, F, psf, lb-ft/inl End Maqnitude flb/ft, F, psf, lb-ft/inl Start Location [(in, %)1 End Location f(in, %)1 1571 KM5 X -4.702 -4.702 0 %100 158 KM5 Y 8.144 8.144 0 %100 159 KM6 X -4.702 -4.702 0 %100 160 KM6 Y 8.144 8.144 0 %100 161 KM11 X -1.003 -1.003 0 %100 162 KM11 Y 1.738 1.738 0 %100 163 KM12 X -1.003 -1.003 0 %100 164 KM12 Y 1.738 1.738 0 %100 165 KM17 X -4.702 -4.702 0 %100 166 KM17 Y 8.144 8.144 0 %100 167 KM18 X -4.702 -4.702 0 %100 168 KM18 Y 8.144 8.144 0 %100 169 M221 X -1.49 -1.49 0 %100 170 M221 Y 2.581 2.581 0 %100 171 M222 X -4.763 -4.763 0 %100 172 M222 Y 8.249 8.249 0 %100 173 M227 X -4.883 -4.883 0 %100 174 M227 Y 8.458 8.458 0 %100 175 M228 X -4.883 -4.883 0 %100 176 M228 Y 8.458 8.458 0 %100 177 M233A X -4.763 -4.763 0 %100 178 M233A Y 8.249 8.249 0 %100 179 M234A X -1.49 -1.49 0 %100 180 M234A Y 2.581 2.581 0 %100 Member Distributed Loads (BLC 8 : Structure Wind (90)) Member Label Direction Start Maqnitude Ib/ft, F, psf, lb-ft/in End Magnitude Ib/ft, F, psf, lb-ft/in Start Location in, % End Location in, 1 M1 X -1.077e-06 -1.077e-06 0 %100 2 M1 Y 4.748 4.748 0 %100 3 M2 X -2.423e-06 -2.423e-06 0 %100 4 M2 Y 10.683 10.683 0 %100 5 M3 X -2.423e-06 -2.423e-06 0 %100 6 M3 Y 10.683 10.683 0 %100 7 M4 X -4.846e-06 -4.846e-06 0 %100 8 M4 Y 21.365 21.365 0 %100 9 M5 X -3.323e-19 -3.323e-19 0 %100 10 M5 Y 1.465e-12 1.465e-12 0 %100 11 M8 X -4.847e-06 -4.847e-06 0 %100 12 M8 Y 21.371 21.371 0 %100 13 M9 X -4.846e-06 -4.846e-06 0 %100 14 M9 Y 21.365 21.365 0 %100 15 M12 X -2.423e-06 -2.423e-06 0 %100 16 M12 Y 10.683 10.683 0 %100 17 M13 X -2.423e-06 -2.423e-06 0 %100 18 M13 Y 10.683 10.683 0 %100 19 M14 X -4.846e-06 -4.846e-06 0 %100 20 M14 Y 21.365 21.365 0 %100 21 M15 X -3.323e-19 -3.323e-19 0 %100 22 M15 Y 1.465e-12 1.465e-12 0 %100 23 M18 X -4.846e-06 -4.846e-06 0 %100 24 M18 Y 21.365 21.365 0 %100 25 M19 X -4.846e-06 -4.846e-06 0 %100 26 M19 Y 21.365 21.365 0 %100 27 M22 X -1.806e-09 -1.806e-09 0 %100 28 M22 Y 0.008 0.008 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 58 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 8 : Structure Wind (90)) (Continued) Member Label Direction Start Maqnitude fib/ft, F, psf, lb-ft/inl End Maqnitude flb/ft, F, psf, lb-ft/inl Start Location [(in, %)1 End Location f(in, %)1 291 M23 X -1.668e-06 -1.668e-06 0 61"100 30 M23 Y 7.356 7.356 0 %100 31 M24 X -4.307e-06 -4.307e-06 0 %100 32 M24 Y 18.992 18.992 0 %100 33 M25 X -1.662e-19 -1.662e-19 0 %100 34 M25 Y 7.326e-13 7.326e-13 0 %100 35 M26 X -1.662e-19 -1.662e-19 0 %100 36 M26 Y 7.326e-13 7.326e-13 0 %100 37 M27 X -3.323e-19 -3.323e-19 0 %100 38 M27 Y 1.465e-12 1.465e-12 0 %100 39 M28 X -4.847e-06 -4.847e-06 0 %100 40 M28 Y 21.372 21.372 0 %100 41 M31 X -3.323e-19 -3.323e-19 0 %100 42 M31 Y 1.465e-12 1.465e-12 0 %100 43 M32 X -4.846e-06 -4.846e-06 0 %100 44 M32 Y 21.365 21.365 0 %100 45 M35 X -1.662e-19 -1.662e-19 0 %100 46 M35 Y 7.326e-13 7.326e-13 0 %100 47 M36 X -1.662e-19 -1.662e-19 0 %100 48 M36 Y 7.326e-13 7.326e-13 0 %100 49 M37 X -3.323e-19 -3.323e-19 0 %100 50 M37 Y 1.465e-12 1.465e-12 0 %100 51 M38 X -4.846e-06 -4.846e-06 0 %100 52 M38 Y 21.365 21.365 0 %100 53 M41 X -3.323e-19 -3.323e-19 0 %100 54 M41 Y 1.465e-12 1.465e-12 0 %100 55 M42 X -4.846e-06 -4.846e-06 0 %100 56 M42 Y 21.365 21.365 0 %100 57 M45 X -1.56e-06 -1.56e-06 0 %100 58 M45 Y 6.88 6.88 0 %100 59 M46 X -1.56e-06 -1.56e-06 0 %100 60 M46 Y 6.88 6.88 0 %100 61 M47 X -1.077e-06 -1.077e-06 0 %100 62 M47 Y 4.748 4.748 0 %100 63 M48 X -2.423e-06 -2.423e-06 0 %100 64 M48 Y 10.683 10.683 0 %100 65 M49 X -2.423e-06 -2.423e-06 0 %100 66 M49 Y 10.683 10.683 0 %100 67 M50 X -4.846e-06 -4.846e-06 0 %100 68 M50 Y 21.365 21.365 0 %100 69 M51 X -4.846e-06 -4.846e-06 0 %100 70 M51 Y 21.365 21.365 0 %100 71 M54 X -4.846e-06 -4.846e-06 0 %100 72 M54 Y 21.365 21.365 0 %100 73 M55 X -3.323e-19 -3.323e-19 0 %100 74 M55 Y 1.465e-12 1.465e-12 0 %100 75 M58 X -2.423e-06 -2.423e-06 0 %100 76 M58 Y 10.683 10.683 0 %100 77 M59 X -2.423e-06 -2.423e-06 0 %100 78 M59 Y 10.683 10.683 0 %100 79 M60 X -4.846e-06 -4.846e-06 0 %100 80 M60 Y 21.365 21.365 0 %100 81 M61 X -4.846e-06 -4.846e-06 0 %100 82 M61 Y 21.365 21.365 0 %100 83 M64 X -4.846e-06 -4.846e-06 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 59 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 8 : Structure Wind (90)) (Continued) Member Label Direction Start Magnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Rin, W End Location Rin, %)l 841 M64 Y 21.365 21.365 0 %100 85 M65 X -3.323e-19 -3.323e-19 0 %100 86 M65 Y 1.465e-12 1.465e-12 0 %100 87 M68 X -1.668e-06 -1.668e-06 0 %100 88 M68 Y 7.356 7.356 0 %100 89 M69 X -1.806e-09 -1.806e-09 0 %100 90 M69 Y 0.008 0.008 0 %100 91 M72 X -1.696e-06 -1.696e-06 0 %100 92 M72 Y 7.478 7.478 0 %100 93 M75 X -1.163e-19 -1.163e-19 0 %100 94 M75 Y 5.128e-13 5.128e-13 0 %100 95 M78 X -1.696e-06 -1.696e-06 0 %100 96 M78 Y 7.478 7.478 0 %100 97 M90 X -1.534e-06 -1.534e-06 0 %100 98 M90 Y 6.766 6.766 0 %100 99 M91 X -1.534e-06 -1.534e-06 0 %100 100 M91 Y 6.766 6.766 0 %100 101 M92 X -1.534e-06 -1.534e-06 0 %100 102 M92 Y 6.766 6.766 0 %100 103 M93 X -1.534e-06 -1.534e-06 0 %100 104 M93 Y 6.766 6.766 0 %100 105 M94 X -1.534e-06 -1.534e-06 0 %100 106 M94 Y 6.766 6.766 0 %100 107 M100 X -7.893e-20 -7.893e-20 0 %100 108 M100 Y 3.48e-13 3.48e-13 0 %100 109 M106 X -1.534e-06 -1.534e-06 0 %100 110 M106 Y 6.766 6.766 0 %100 111 M107 X -1.534e-06 -1.534e-06 0 %100 112 M107 Y 6.766 6.766 0 %100 113 M108 X -1.534e-06 -1.534e-06 0 %100 114 M108 Y 6.766 6.766 0 %100 115 M109 X -1.534e-06 -1.534e-06 0 %100 116 M109 Y 6.766 6.766 0 %100 117 M110 X -1.534e-06 -1.534e-06 0 %100 118 M110 Y 6.766 6.766 0 %100 119 M 116 X -1.151 e-06 -1.151 e-06 0 %100 120 M116 Y 5.074 5.074 0 %100 121 M122 X -1.534e-06 -1.534e-06 0 %100 122 M122 Y 6.766 6.766 0 %100 123 M123 X -1.534e-06 -1.534e-06 0 %100 124 M123 Y 6.766 6.766 0 %100 125 M124 X -1.534e-06 -1.534e-06 0 %100 126 M124 Y 6.766 6.766 0 %100 127 M125 X -1.534e-06 -1.534e-06 0 %100 128 M125 Y 6.766 6.766 0 %100 129 M126 X -1.534e-06 -1.534e-06 0 %100 130 M126 Y 6.766 6.766 0 %100 131 M 132 X -1.151 a-06 -1.151 a-06 0 %100 132 M132 Y 5.074 5.074 0 %100 133 M139 X -3.323e-19 -3.323e-19 0 %100 134 M139 Y 1.465e-12 1.465e-12 0 %100 135 M140 X -3.323e-19 -3.323e-19 0 %100 136 M140 Y 1.465e-12 1.465e-12 0 %100 1371 M141 X -4.846e-06 -4.846e-06 0 %100 1381 M141 Y 21.366 21.366 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 60 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 8 : Structure Wind (90)) (Continued) Member Label Direction Start Maqnitude fib/ft, F, psf, lb-ft/inl End Maqnitude flb/ft, F, psf, lb-ft/inl Start Location [(in, %)] End Location [(in, %)1 1391 M142 X -4.846e-06 -4.846e-06 0 %100 140 M142 Y 21.366 21.366 0 %100 141 M143 X -4.846e-06 -4.846e-06 0 %100 142 M143 Y 21.365 21.365 0 %100 143 M144 X -4.846e-06 -4.846e-06 0 %100 144 M144 Y 21.365 21.365 0 %100 145 M145 X -4.846e-06 -4.846e-06 0 %100 146 M145 Y 21.365 21.365 0 %100 147 M146 X -3.323e-19 -3.323e-19 0 %100 148 M146 Y 1.465e-12 1.465e-12 0 %100 149 M147 X -4.846e-06 -4.846e-06 0 %100 150 M147 Y 21.366 21.366 0 %100 151 M 154 X -1.151 a-06 -1.151 a-06 0 %100 152 M154 Y 5.074 5.074 0 %100 153 M 155 X -1.151 e-06 -1.151 a-06 0 %100 154 M155 Y 5.074 5.074 0 %100 155 M156 X -7.893e-20 -7.893e-20 0 %100 156 M156 Y 3.48e-13 3.48e-13 0 %100 157 KM5 X -2.692e-06 -2.692e-06 0 %100 158 KM5 Y 11.87 11.87 0 %100 159 KM6 X -2.692e-06 -2.692e-06 0 %100 160 KM6 Y 11.87 11.87 0 %100 161 KM11 X -1.014e-06 -1.014e-06 0 %100 162 KM11 Y 4.472 4.472 0 %100 163 KM12 X -1.014e-06 -1.014e-06 0 %100 164 KM 12 Y 4.472 4.472 0 %100 165 KM17 X -1.014e-06 -1.014e-06 0 %100 166 KM17 Y 4.472 4.472 0 %100 167 KM18 X -1.014e-06 -1.014e-06 0 %100 168 KM18 Y 4.472 4.472 0 %100 169 M221 X -1.153e-06 -1.153e-06 0 %100 170 M221 Y 5.082 5.082 0 %100 171 M222 X -1.153e-06 -1.153e-06 0 %100 172 M222 Y 5.082 5.082 0 %100 173 M227 X -1.207e-06 -1.207e-06 0 %100 174 M227 Y 5.323 5.323 0 %100 175 M228 X -2.692e-06 -2.692e-06 0 %100 176 M228 Y 11.868 11.868 0 %100 177 M233A X -2.692e-06 -2.692e-06 0 %100 178 M233A Y 11.868 11.868 0 %100 179 M234A X -1.207e-06 -1.207e-06 0 %100 180 M234A Y 5.323 5.323 0 %100 Member Distributed Loads (BLC 9 : Structure Wind (120)) Member Label Direction Start Magnitude [lb/ft, F, psf, lb-ft/in] End Magnitude [lb/ft, F, psf, lb-ft/in] Start Location [(in, %)] End Location [(in, %)] 1 M1 X 1.274e-10 1.274e-10 0 %100 2 M1 Y 2.206e-10 2.206e-10 0 %100 3 M2 X 7.122 7.122 0 %100 4 M2 Y 12.335 12.335 0 %100 5 M3 X 7.122 7.122 0 %100 6 M3 Y 12.335 12.335 0 %100 7 M4 X 14.244 14.244 0 %100 8 M4 Y 24.671 24.671 0 %100 9 M5 X 3.561 3.561 0 %100 10 M5 Y 6.168 6.168 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 61 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 9 : Structure Wind (120)) (Continued) Member Label Direction Start Maqnitude rib/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location [(in, %)1 End Location r(in, %)1 11 M8 X 14.244 14.244 0 61"100 12 M8 Y 24.671 24.671 0 %100 13 M9 X 3.561 3.561 0 %100 14 M9 Y 6.167 6.167 0 %100 15 M12 X 7.122 7.122 0 %100 16 M12 Y 12.335 12.335 0 %100 17 M13 X 7.122 7.122 0 %100 18 M13 Y 12.335 12.335 0 %100 19 M14 X 14.244 14.244 0 %100 20 M14 Y 24.671 24.671 0 %100 21 M15 X 3.561 3.561 0 %100 22 M15 Y 6.168 6.168 0 %100 23 M18 X 14.244 14.244 0 %100 24 M18 Y 24.671 24.671 0 %100 25 M19 X 3.561 3.561 0 %100 26 M19 Y 6.167 6.167 0 %100 27 M22 X 1.308 1.308 0 %100 28 M22 Y 2.266 2.266 0 %100 29 M23 X 1.308 1.308 0 %100 30 M23 Y 2.266 2.266 0 %100 31 M24 X 7.122 7.122 0 %100 32 M24 Y 12.335 12.335 0 %100 33 M25 X 1.78 1.78 0 %100 34 M25 Y 3.084 3.084 0 %100 35 M26 X 1.78 1.78 0 %100 36 M26 Y 3.084 3.084 0 %100 37 M27 X 3.561 3.561 0 %100 38 M27 Y 6.168 6.168 0 %100 39 M28 X 3.564 3.564 0 %100 40 M28 Y 6.174 6.174 0 %100 41 M31 X 3.561 3.561 0 %100 42 M31 Y 6.168 6.168 0 %100 43 M32 X 14.244 14.244 0 %100 44 M32 Y 24.671 24.671 0 %100 45 M35 X 1.78 1.78 0 %100 46 M35 Y 3.084 3.084 0 %100 47 M36 X 1.78 1.78 0 %100 48 M36 Y 3.084 3.084 0 %100 49 M37 X 3.561 3.561 0 %100 50 M37 Y 6.168 6.168 0 %100 51 M38 X 3.561 3.561 0 %100 52 M38 Y 6.167 6.167 0 %100 53 M41 X 3.561 3.561 0 %100 54 M41 Y 6.168 6.168 0 %100 55 M42 X 14.244 14.244 0 %100 56 M42 Y 24.671 24.671 0 %100 57 M45 X 1.07 1.07 0 %100 58 M45 Y 1.853 1.853 0 %100 59 M46 X 4.744 4.744 0 %100 60 M46 Y 8.217 8.217 0 %100 61 M47 X 7.122 7.122 0 %100 62 M47 Y 12.335 12.335 0 %100 63 M48 X 1.78 1.78 0 %100 64 M48 Y 3.084 3.084 0 %100 65 M49 X 1.78 1.78 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 62 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 9 : Structure Wind (120)) (Continued) Member Label Direction Start Magnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Rin, W End Location Rin, %)l 661 M49 Y 3.084 3.084 0 %100 67 M50 X 3.561 3.561 0 %100 68 M50 Y 6.167 6.167 0 %100 69 M51 X 14.244 14.244 0 %100 70 M51 Y 24.671 24.671 0 %100 71 M54 X 3.561 3.561 0 %100 72 M54 Y 6.167 6.167 0 %100 73 M55 X 3.561 3.561 0 %100 74 M55 Y 6.168 6.168 0 %100 75 M58 X 1.78 1.78 0 %100 76 M58 Y 3.084 3.084 0 %100 77 M59 X 1.78 1.78 0 %100 78 M59 Y 3.084 3.084 0 %100 79 M60 X 3.561 3.561 0 %100 80 M60 Y 6.167 6.167 0 %100 81 M61 X 14.244 14.244 0 %100 82 M61 Y 24.671 24.671 0 %100 83 M64 X 3.561 3.561 0 %100 84 M64 Y 6.167 6.167 0 %100 85 M65 X 3.561 3.561 0 %100 86 M65 Y 6.168 6.168 0 %100 87 M68 X 4.744 4.744 0 %100 88 M68 Y 8.217 8.217 0 %100 89 M69 X 1.07 1.07 0 %100 90 M69 Y 1.853 1.853 0 %100 91 M72 X 4.985 4.985 0 %100 92 M72 Y 8.635 8.635 0 %100 93 M75 X 1.246 1.246 0 %100 94 M75 Y 2.159 2.159 0 %100 95 M78 X 1.246 1.246 0 %100 96 M78 Y 2.159 2.159 0 %100 97 M90 X 3.383 3.383 0 %100 98 M90 Y 5.859 5.859 0 %100 99 M91 X 3.383 3.383 0 %100 100 M91 Y 5.859 5.859 0 %100 101 M92 X 3.383 3.383 0 %100 102 M92 Y 5.859 5.859 0 %100 103 M93 X 3.383 3.383 0 %100 104 M93 Y 5.859 5.859 0 %100 105 M94 X 3.383 3.383 0 %100 106 M94 Y 5.859 5.859 0 %100 107 M100 X 0.846 0.846 0 %100 108 M100 Y 1.465 1.465 0 %100 109 M106 X 3.383 3.383 0 %100 110 M106 Y 5.859 5.859 0 %100 111 M107 X 3.383 3.383 0 %100 112 M107 Y 5.859 5.859 0 %100 113 M108 X 3.383 3.383 0 %100 114 M108 Y 5.859 5.859 0 %100 115 M109 X 3.383 3.383 0 %100 116 M109 Y 5.859 5.859 0 %100 117 M110 X 3.383 3.383 0 %100 118 Milo Y 5.859 5.859 0 %100 119 M116 X 0.846 0.846 0 %100 120 M 116 Y 1.465 1.465 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 63 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 9 : Structure Wind (120)) (Continued) Member Label Direction Start Maqnitude rib/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location [(in, %)1 End Location r(in, %)1 1211 M122 X 3.383 3.383 0 %100 122 M122 Y 5.859 5.859 0 %100 123 M123 X 3.383 3.383 0 %100 124 M123 Y 5.859 5.859 0 %100 125 M124 X 3.383 3.383 0 %100 126 M124 Y 5.859 5.859 0 %100 127 M125 X 3.383 3.383 0 %100 128 M125 Y 5.859 5.859 0 %100 129 M126 X 3.383 3.383 0 %100 130 M126 Y 5.859 5.859 0 %100 131 M132 X 3.383 3.383 0 %100 132 M132 Y 5.859 5.859 0 %100 133 M139 X 3.561 3.561 0 %100 134 M139 Y 6.168 6.168 0 %100 135 M140 X 3.561 3.561 0 %100 136 M140 Y 6.168 6.168 0 %100 137 M141 X 3.561 3.561 0 %100 138 M141 Y 6.168 6.168 0 %100 139 M142 X 3.561 3.561 0 %100 140 M142 Y 6.168 6.168 0 %100 141 M143 X 14.244 14.244 0 %100 142 M143 Y 24.671 24.671 0 %100 143 M144 X 14.244 14.244 0 %100 144 M144 Y 24.671 24.671 0 %100 145 M145 X 14.244 14.244 0 %100 146 M145 Y 24.671 24.671 0 %100 147 M146 X 3.561 3.561 0 %100 148 M146 Y 6.168 6.168 0 %100 149 M147 X 3.561 3.561 0 %100 150 M147 Y 6.168 6.168 0 %100 151 M154 X 0.846 0.846 0 %100 152 M154 Y 1.465 1.465 0 %100 153 M155 X 3.383 3.383 0 %100 154 M155 Y 5.859 5.859 0 %100 155 M156 X 0.846 0.846 0 %100 156 M156 Y 1.465 1.465 0 %100 157 KM5 X 4.702 4.702 0 %100 158 KM5 Y 8.144 8.144 0 %100 159 KM6 X 4.702 4.702 0 %100 160 KM6 Y 8.144 8.144 0 %100 161 KM11 X 4.702 4.702 0 %100 162 KM 11 Y 8.144 8.144 0 %100 163 KM12 X 4.702 4.702 0 %100 164 KM 12 Y 8.144 8.144 0 %100 165 KM17 X 1.003 1.003 0 %100 166 KM17 Y 1.738 1.738 0 %100 167 KM18 X 1.003 1.003 0 %100 168 KM18 Y 1.738 1.738 0 %100 169 M221 X 4.763 4.763 0 %100 170 M221 Y 8.249 8.249 0 %100 171 M222 X 1.49 1.49 0 %100 172 M222 Y 2.581 2.581 0 %100 173 M227 X 1.49 1.49 0 %100 174 M227 Y 2.581 2.581 0 %100 175 M228 X 4.763 4.763 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 64 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 9 : Structure Wind (120)) (Continued) Member Label Direction Start Magnitude [Ib/ft, F, psf, lb-ft/inl End Magnitude [lb/ft, F, psf, lb-ft/inl Start Location [(in, W End Location [(in, %)l 1761 M228 Y 8.249 8.249 0 %100 177 M233A X 4.883 4.883 0 %100 178 M233A Y 8.458 8.458 0 %100 179 M234A X 4.883 4.883 0 %100 180 M234A Y 8.458 8.458 0 %100 Member Distributed Loads (BLC 10 : Structure Wind (135)) Member Label Direction Start Magnitude [lb/ft, F, psf, lb-ft/in] End Magnitude [lb/ft, F, psf, lb-ft/in] Start Location [(in, %)] End Location [(in, %)] 1 M1 X 0.9 0.9 0 %100 2 M1 Y 0.9 0.9 0 %100 3 M2 X 9.397 9.397 0 %100 4 M2 Y 9.397 9.397 0 %100 5 M3 X 9.397 9.397 0 %100 6 M3 Y 9.397 9.397 0 %100 7 M4 X 18.794 18.794 0 %100 8 M4 Y 18.794 18.794 0 %100 9 M5 X 10.072 10.072 0 %100 10 M5 Y 10.072 10.072 0 %100 11 M8 X 18.792 18.792 0 %100 12 M8 Y 18.792 18.792 0 %100 13 M9 X 1.349 1.349 0 %100 14 M9 Y 1.349 1.349 0 %100 15 M12 X 9.397 9.397 0 %100 16 M12 Y 9.397 9.397 0 %100 17 M13 X 9.397 9.397 0 %100 18 M13 Y 9.397 9.397 0 %100 19 M14 X 18.794 18.794 0 %100 20 M14 Y 18.794 18.794 0 %100 21 M15 X 10.072 10.072 0 %100 22 M15 Y 10.072 10.072 0 %100 23 M18 X 18.794 18.794 0 %100 24 M18 Y 18.794 18.794 0 %100 25 M19 X 1.349 1.349 0 %100 26 M19 Y 1.349 1.349 0 %100 27 M22 X 3.552 3.552 0 %100 28 M22 Y 3.552 3.552 0 %100 29 M23 X 0.552 0.552 0 %100 30 M23 Y 0.552 0.552 0 %100 31 M24 X 6.715 6.715 0 %100 32 M24 Y 6.715 6.715 0 %100 33 M25 X 5.036 5.036 0 %100 34 M25 Y 5.036 5.036 0 %100 35 M26 X 5.036 5.036 0 %100 36 M26 Y 5.036 5.036 0 %100 37 M27 X 10.072 10.072 0 %100 38 M27 Y 10.072 10.072 0 %100 39 M28 X 1.352 1.352 0 %100 40 M28 Y 1.352 1.352 0 %100 41 M31 X 10.072 10.072 0 %100 42 M31 Y 10.072 10.072 0 %100 43 M32 X 18.794 18.794 0 %100 44 M32 Y 18.794 18.794 0 %100 45 M35 X 5.036 5.036 0 %100 46 M35 Y 5.036 5.036 0 %100 47 M36 X 5.036 5.036 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 65 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 10 : Structure Wind (135)) (Continued) Member Label Direction Start Maqnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Rin, W End Location Rin, %)l 481 M36 Y 5.036 5.036 0 %100 49 M37 X 10.072 10.072 0 %100 50 M37 Y 10.072 10.072 0 %100 51 M38 X 1.349 1.349 0 %100 52 M38 Y 1.349 1.349 0 %100 53 M41 X 10.072 10.072 0 %100 54 M41 Y 10.072 10.072 0 %100 55 M42 X 18.794 18.794 0 %100 56 M42 Y 18.794 18.794 0 %100 57 M45 X 0.358 0.358 0 %100 58 M45 Y 0.358 0.358 0 %100 59 M46 X 6.357 6.357 0 %100 60 M46 Y 6.357 6.357 0 %100 61 M47 X 12.529 12.529 0 %100 62 M47 Y 12.529 12.529 0 %100 63 M48 X 0.675 0.675 0 %100 64 M48 Y 0.675 0.675 0 %100 65 M49 X 0.675 0.675 0 %100 66 M49 Y 0.675 0.675 0 %100 67 M50 X 1.349 1.349 0 %100 68 M50 Y 1.349 1.349 0 %100 69 M51 X 18.794 18.794 0 %100 70 M51 Y 18.794 18.794 0 %100 71 M54 X 1.349 1.349 0 %100 72 M54 Y 1.349 1.349 0 %100 73 M55 X 10.072 10.072 0 %100 74 M55 Y 10.072 10.072 0 %100 75 M58 X 0.675 0.675 0 %100 76 M58 Y 0.675 0.675 0 %100 77 M59 X 0.675 0.675 0 %100 78 M59 Y 0.675 0.675 0 %100 79 M60 X 1.349 1.349 0 %100 80 M60 Y 1.349 1.349 0 %100 81 M61 X 18.794 18.794 0 %100 82 M61 Y 18.794 18.794 0 %100 83 M64 X 1.349 1.349 0 %100 84 M64 Y 1.349 1.349 0 %100 85 M65 X 10.072 10.072 0 %100 86 M65 Y 10.072 10.072 0 %100 87 M68 X 6.163 6.163 0 %100 88 M68 Y 6.163 6.163 0 %100 89 M69 X 3.163 3.163 0 %100 90 M69 Y 3.163 3.163 0 %100 91 M72 X 6.578 6.578 0 %100 92 M72 Y 6.578 6.578 0 %100 93 M75 X 3.525 3.525 0 %100 94 M75 Y 3.525 3.525 0 %100 95 M78 X 0.472 0.472 0 %100 96 M78 Y 0.472 0.472 0 %100 97 M90 X 4.784 4.784 0 %100 98 M90 Y 4.784 4.784 0 %100 99 M91 X 4.784 4.784 0 %100 100 M91 Y 4.784 4.784 0 %100 101 M92 X 4.784 4.784 0 %100 102 M92 Y 4.784 4.784 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 66 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 10 : Structure Wind (135)) (Continued) Member Label Direction Start Maqnitude rib/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location [(in, %)1 End Location r(in, %)1 1031 M93 X 4.784 4.784 0 %100 104 M93 Y 4.784 4.784 0 %100 105 M94 X 4.784 4.784 0 %100 106 M94 Y 4.784 4.784 0 %100 107 M100 X 2.392 2.392 0 %100 108 M100 Y 2.392 2.392 0 %100 109 M106 X 4.784 4.784 0 %100 110 M106 Y 4.784 4.784 0 %100 111 M107 X 4.784 4.784 0 %100 112 M107 Y 4.784 4.784 0 %100 113 M108 X 4.784 4.784 0 %100 114 M108 Y 4.784 4.784 0 %100 115 M109 X 4.784 4.784 0 %100 116 M109 Y 4.784 4.784 0 %100 117 M110 X 4.784 4.784 0 %100 118 M110 Y 4.784 4.784 0 %100 119 M116 X 0.32 0.32 0 %100 120 M116 Y 0.32 0.32 0 %100 121 M122 X 4.784 4.784 0 %100 122 M122 Y 4.784 4.784 0 %100 123 M123 X 4.784 4.784 0 %100 124 M123 Y 4.784 4.784 0 %100 125 M124 X 4.784 4.784 0 %100 126 M124 Y 4.784 4.784 0 %100 127 M125 X 4.784 4.784 0 %100 128 M125 Y 4.784 4.784 0 %100 129 M126 X 4.784 4.784 0 %100 130 M126 Y 4.784 4.784 0 %100 131 M132 X 4.464 4.464 0 %100 132 M132 Y 4.464 4.464 0 %100 133 M139 X 10.072 10.072 0 %100 134 M139 Y 10.072 10.072 0 %100 135 M140 X 10.072 10.072 0 %100 136 M140 Y 10.072 10.072 0 %100 137 M141 X 1.349 1.349 0 %100 138 M141 Y 1.349 1.349 0 %100 139 M142 X 1.349 1.349 0 %100 140 M142 Y 1.349 1.349 0 %100 141 M143 X 18.794 18.794 0 %100 142 M143 Y 18.794 18.794 0 %100 143 M144 X 18.794 18.794 0 %100 144 M144 Y 18.794 18.794 0 %100 145 M145 X 18.794 18.794 0 %100 146 M145 Y 18.794 18.794 0 %100 147 M146 X 10.072 10.072 0 %100 148 M146 Y 10.072 10.072 0 %100 149 M147 X 1.349 1.349 0 %100 150 M147 Y 1.349 1.349 0 %100 151 M154 X 0.32 0.32 0 %100 152 M154 Y 0.32 0.32 0 %100 153 M155 X 4.464 4.464 0 %100 154 M155 Y 4.464 4.464 0 %100 155 M156 X 2.392 2.392 0 %100 156 M156 Y 2.392 2.392 0 %100 157 KM5 X 4.906 4.906 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 67 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 10 : Structure Wind (135)) (Continued) Member Label Direction Start Magnitude [Ib/ft, F, psf, lb-ft/inl End Magnitude [lb/ft, F, psf, lb-ft/inl Start Location [(in, W End Location [(in, %)l 1581 KM5 Y 4.906 4.906 0 %100 159 KM6 X 4.906 4.906 0 %100 160 KM6 Y 4.906 4.906 0 %100 161 KM11 X 7.926 7.926 0 %100 162 KM11 Y 7.926 7.926 0 %100 163 KM12 X 7.926 7.926 0 %100 164 KM12 Y 7.926 7.926 0 %100 165 KM17 X 1.886 1.886 0 %100 166 KM17 Y 1.886 1.886 0 %100 167 KM18 X 1.886 1.886 0 %100 168 KM18 Y 1.886 1.886 0 %100 169 M221 X 7.922 7.922 0 %100 170 M221 Y 7.922 7.922 0 %100 171 M222 X 2.578 2.578 0 %100 172 M222 Y 2.578 2.578 0 %100 173 M227 X 2.479 2.479 0 %100 174 M227 Y 2.479 2.479 0 %100 175 M228 X 5.151 5.151 0 %100 176 M228 Y 5.151 5.151 0 %100 177 M233A X 5.348 5.348 0 %100 178 M233A Y 5.348 5.348 0 %100 179 M234A X 8.02 8.02 0 %100 180 M234A Y 8.02 8.02 0 %100 Member Distributed Loads (BLC 11 : Structure Wind (150)) Member Label Direction Start Magnitude [lb/ft, F, psf, lb-ft/in] End Magnitude [lb/ft, F, psf, lb-ft/in] Start Location [(in, %)] End Location [(in, %)] 1 M1 X 4.112 4.112 0 %100 2 M1 Y 2.374 2.374 0 %100 3 M2 X 9.252 9.252 0 %100 4 M2 Y 5.341 5.341 0 %100 5 M3 X 9.252 9.252 0 %100 6 M3 Y 5.341 5.341 0 %100 7 M4 X 18.503 18.503 0 %100 8 M4 Y 10.683 10.683 0 %100 9 M5 X 18.503 18.503 0 %100 10 M5 Y 10.683 10.683 0 %100 11 M8 X 18.498 18.498 0 %100 12 M8 Y 10.68 10.68 0 %100 13 M9 X 3.747e-09 3.747e-09 0 %100 14 M9 Y 2.163e-09 2.163e-09 0 %100 15 M12 X 9.251 9.251 0 %100 16 M12 Y 5.341 5.341 0 %100 17 M13 X 9.251 9.251 0 %100 18 M13 Y 5.341 5.341 0 %100 19 M14 X 18.503 18.503 0 %100 20 M14 Y 10.683 10.683 0 %100 21 M15 X 18.503 18.503 0 %100 22 M15 Y 10.683 10.683 0 %100 23 M18 X 18.503 18.503 0 %100 24 M18 Y 10.683 10.683 0 %100 25 M19 X 3.747e-09 3.747e-09 0 %100 26 M19 Y 2.163e-09 2.163e-09 0 %100 27 M22 X 6.37 6.37 0 %100 28 M22 Y 3.678 3.678 0 %100 29 M23 X 0.007 0.007 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 68 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 11 : Structure Wind (150)) (Continued) Member Label Direction Start Magnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Rin, W End Location Rin, %)l 301 M23 Y 0.004 0.004 0 %100 31 M24 X 4.112 4.112 0 %100 32 M24 Y 2.374 2.374 0 %100 33 M25 X 9.252 9.252 0 %100 34 M25 Y 5.341 5.341 0 %100 35 M26 X 9.252 9.252 0 %100 36 M26 Y 5.341 5.341 0 %100 37 M27 X 18.503 18.503 0 %100 38 M27 Y 10.683 10.683 0 %100 39 M28 X 1.885e-06 1.885e-06 0 %100 40 M28 Y 1.088e-06 1.088e-06 0 %100 41 M31 X 18.503 18.503 0 %100 42 M31 Y 10.683 10.683 0 %100 43 M32 X 18.503 18.503 0 %100 44 M32 Y 10.683 10.683 0 %100 45 M35 X 9.252 9.252 0 %100 46 M35 Y 5.341 5.341 0 %100 47 M36 X 9.252 9.252 0 %100 48 M36 Y 5.341 5.341 0 %100 49 M37 X 18.503 18.503 0 %100 50 M37 Y 10.683 10.683 0 %100 51 M38 X 3.747e-09 3.747e-09 0 %100 52 M38 Y 2.163e-09 2.163e-09 0 %100 53 M41 X 18.503 18.503 0 %100 54 M41 Y 10.683 10.683 0 %100 55 M42 X 18.503 18.503 0 %100 56 M42 Y 10.683 10.683 0 %100 57 M45 X 0.007 0.007 0 %100 58 M45 Y 0.004 0.004 0 %100 59 M46 X 6.37 6.37 0 %100 60 M46 Y 3.678 3.678 0 %100 61 M47 X 16.447 16.447 0 %100 62 M47 Y 9.496 9.496 0 %100 63 M48 X 1.874e-09 1.874e-09 0 %100 64 M48 Y 1.082e-09 1.082e-09 0 %100 65 M49 X 1.874e-09 1.874e-09 0 %100 66 M49 Y 1.082e-09 1.082e-09 0 %100 67 M50 X 3.747e-09 3.747e-09 0 %100 68 M50 Y 2.163e-09 2.163e-09 0 %100 69 M51 X 18.503 18.503 0 %100 70 M51 Y 10.683 10.683 0 %100 71 M54 X 3.747e-09 3.747e-09 0 %100 72 M54 Y 2.163e-09 2.163e-09 0 %100 73 M55 X 18.503 18.503 0 %100 74 M55 Y 10.683 10.683 0 %100 75 M58 X 2.326e-10 2.326e-10 0 %100 76 M58 Y 1.343e-10 1.343e-10 0 %100 77 M59 X 2.326e-10 2.326e-10 0 %100 78 M59 Y 1.343e-10 1.343e-10 0 %100 79 M60 X 3.747e-09 3.747e-09 0 %100 80 M60 Y 2.163e-09 2.163e-09 0 %100 81 M61 X 18.503 18.503 0 %100 82 M61 Y 10.683 10.683 0 %100 83 M64 X 3.747e-09 3.747e-09 0 %100 84 M64 Y 2.163e-09 2.163e-09 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 69 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 11 : Structure Wind (150)) (Continued) Member Label Direction Start Maqnitude rib/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location [(in, %)1 End Location r(in, %)1 851 M65 X 18.503 18.503 0 %100 86 M65 Y 10.683 10.683 0 %100 87 M68 X 5.958 5.958 0 %100 88 M68 Y 3.44 3.44 0 %100 89 M69 X 5.958 5.958 0 %100 90 M69 Y 3.44 3.44 0 %100 91 M72 X 6.476 6.476 0 %100 92 M72 Y 3.739 3.739 0 %100 93 M75 X 6.476 6.476 0 %100 94 M75 Y 3.739 3.739 0 %100 95 M78 X 8.798e-12 8.798e-12 0 %100 96 M78 Y 5.08e-12 5.08e-12 0 %100 97 M90 X 5.859 5.859 0 %100 98 M90 Y 3.383 3.383 0 %100 99 M91 X 5.859 5.859 0 %100 100 M91 Y 3.383 3.383 0 %100 101 M92 X 5.859 5.859 0 %100 102 M92 Y 3.383 3.383 0 %100 103 M93 X 5.859 5.859 0 %100 104 M93 Y 3.383 3.383 0 %100 105 M94 X 5.859 5.859 0 %100 106 M94 Y 3.383 3.383 0 %100 107 M100 X 4.394 4.394 0 %100 108 M100 Y 2.537 2.537 0 %100 109 M106 X 5.859 5.859 0 %100 110 M106 Y 3.383 3.383 0 %100 111 M107 X 5.859 5.859 0 %100 112 M107 Y 3.383 3.383 0 %100 113 M108 X 5.859 5.859 0 %100 114 M108 Y 3.383 3.383 0 %100 115 M109 X 5.859 5.859 0 %100 116 M109 Y 3.383 3.383 0 %100 117 M110 X 5.859 5.859 0 %100 118 M110 Y 3.383 3.383 0 %100 119 M116 X 4.033e-12 4.033e-12 0 %100 120 M116 Y 2.328e-12 2.328e-12 0 %100 121 M122 X 5.859 5.859 0 %100 122 M122 Y 3.383 3.383 0 %100 123 M123 X 5.859 5.859 0 %100 124 M123 Y 3.383 3.383 0 %100 125 M124 X 5.859 5.859 0 %100 126 M124 Y 3.383 3.383 0 %100 127 M125 X 5.859 5.859 0 %100 128 M125 Y 3.383 3.383 0 %100 129 M126 X 5.859 5.859 0 %100 130 M126 Y 3.383 3.383 0 %100 131 M132 X 4.394 4.394 0 %100 132 M132 Y 2.537 2.537 0 %100 133 M139 X 18.503 18.503 0 %100 134 M139 Y 10.683 10.683 0 %100 135 M140 X 18.503 18.503 0 %100 136 M140 Y 10.683 10.683 0 %100 137 M141 X 3.525e-12 3.525e-12 0 %100 138 M141 Y 2.035e-12 2.035e-12 0 %100 139 M142 X 3.525e-12 3.525e-12 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 70 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 11 : Structure Wind (150)) (Continued) Member Label Direction Start Magnitude [Ib/ft, F, psf, lb-ft/inl End Magnitude [lb/ft, F, psf, lb-ft/inl Start Location [(in, W End Location [(in, %)l 1401 M142 Y 2.035e-12 2.035e-12 0 %100 141 M143 X 18.503 18.503 0 %100 142 M143 Y 10.683 10.683 0 %100 143 M144 X 18.503 18.503 0 %100 144 M144 Y 10.683 10.683 0 %100 145 M145 X 18.503 18.503 0 %100 146 M145 Y 10.683 10.683 0 %100 147 M146 X 18.503 18.503 0 %100 148 M146 Y 10.683 10.683 0 %100 149 M147 X 3.525e-12 3.525e-12 0 %100 150 M147 Y 2.035e-12 2.035e-12 0 %100 151 M154 X 8.372e-13 8.372e-13 0 %100 152 M154 Y 4.833e-13 4.833e-13 0 %100 153 M155 X 4.394 4.394 0 %100 154 M155 Y 2.537 2.537 0 %100 155 M156 X 4.394 4.394 0 %100 156 M156 Y 2.537 2.537 0 %100 157 KM5 X 3.873 3.873 0 %100 158 KM5 Y 2.236 2.236 0 %100 159 KM6 X 3.873 3.873 0 %100 160 KM6 Y 2.236 2.236 0 %100 161 KM11 X 10.279 10.279 0 %100 162 KM11 Y 5.935 5.935 0 %100 163 KM12 X 10.279 10.279 0 %100 164 KM 12 Y 5.935 5.935 0 %100 165 KM17 X 3.873 3.873 0 %100 166 KM17 Y 2.236 2.236 0 %100 167 KM18 X 3.873 3.873 0 %100 168 KM18 Y 2.236 2.236 0 %100 169 M221 X 10.278 10.278 0 %100 170 M221 Y 5.934 5.934 0 %100 171 M222 X 4.609 4.609 0 %100 172 M222 Y 2.661 2.661 0 %100 173 M227 X 4.401 4.401 0 %100 174 M227 Y 2.541 2.541 0 %100 175 M228 X 4.401 4.401 0 %100 176 M228 Y 2.541 2.541 0 %100 177 M233A X 4.609 4.609 0 %100 178 M233A Y 2.661 2.661 0 %100 179 M234A X 10.278 10.278 0 %100 180 M234A Y 5.934 5.934 0 %100 Member Distributed Loads (BLC 12 : Structure Wind w/ Ice (0)) Member Label Direction Start Magnitude [lb/ft, F, psf, lb-ft/in] End Magnitude [lb/ft, F, psf, lb-ft/in] Start Location [(in, %)] End Location [(in, %)] 1 M1 X -0.576 -0.576 0 %100 2 M1 Y 0 0 0 %100 3 M2 X -0.183 -0.183 0 %100 4 M2 Y 0 0 0 %100 5 M3 X -0.183 -0.183 0 %100 6 M3 Y 0 0 0 %100 7 M4 X -0.556 -0.556 0 %100 8 M4 Y 0 0 0 %100 9 M5 X -2.225 -2.225 0 %100 10 M5 Y 0 0 0 %100 11 M8 X -0.556 -0.556 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 71 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 12 : Structure Wind w/ Ice (0)) (Continued) Member Label Direction Start Maqnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Rin, W End Location Rin, %)l 121 M8 Y 0 0 0 %100 13 M9 X -0.556 -0.556 0 %100 14 M9 Y 0 0 0 %100 15 M12 X -0.183 -0.183 0 %100 16 M12 Y 0 0 0 %100 17 M13 X -0.183 -0.183 0 %100 18 M13 Y 0 0 0 %100 19 M14 X -0.556 -0.556 0 %100 20 M14 Y 0 0 0 %100 21 M15 X -2.225 -2.225 0 %100 22 M15 Y 0 0 0 %100 23 M18 X -0.556 -0.556 0 %100 24 M18 Y 0 0 0 %100 25 M19 X -0.556 -0.556 0 %100 26 M19 Y 0 0 0 %100 27 M22 X -0.694 -0.694 0 %100 28 M22 Y 0 0 0 %100 29 M23 X -0.156 -0.156 0 %100 30 M23 Y 0 0 0 %100 31 M24 X 0 0 0 %100 32 M24 Y 0 0 0 %100 33 M25 X -0.731 -0.731 0 %100 34 M25 Y 0 0 0 %100 35 M26 X -0.731 -0.731 0 %100 36 M26 Y 0 0 0 %100 37 M27 X -2.225 -2.225 0 %100 38 M27 Y 0 0 0 %100 39 M28 X -0.556 -0.556 0 %100 40 M28 Y 0 0 0 %100 41 M31 X -2.225 -2.225 0 %100 42 M31 Y 0 0 0 %100 43 M32 X -0.556 -0.556 0 %100 44 M32 Y 0 0 0 %100 45 M35 X -0.731 -0.731 0 %100 46 M35 Y 0 0 0 %100 47 M36 X -0.731 -0.731 0 %100 48 M36 Y 0 0 0 %100 49 M37 X -2.225 -2.225 0 %100 50 M37 Y 0 0 0 %100 51 M38 X -0.556 -0.556 0 %100 52 M38 Y 0 0 0 %100 53 M41 X -2.225 -2.225 0 %100 54 M41 Y 0 0 0 %100 55 M42 X -0.556 -0.556 0 %100 56 M42 Y 0 0 0 %100 57 M45 X -0.191 -0.191 0 %100 58 M45 Y 0 0 0 %100 59 M46 X -0.191 -0.191 0 %100 60 M46 Y 0 0 0 %100 61 M47 X -0.576 -0.576 0 %100 62 M47 Y 0 0 0 %100 63 M48 X -0.183 -0.183 0 %100 64 M48 Y 0 0 0 %100 65 M49 X -0.183 -0.183 0 %100 66 M49 Y 0 0 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 72 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 12 : Structure Wind w/ Ice (0)) (Continued) Member Label Direction Start Maqnitude rib/ft, F, psf, lb-ft/inj End Maqnitude rlb/ft, F, psf, lb-ft/inj Start Location [(in, %)1 End Location r(in, %)1 671 M50 X -0.556 -0.556 0 61"100 68 M50 Y 0 0 0 %100 69 M51 X -0.556 -0.556 0 %100 70 M51 Y 0 0 0 %100 71 M54 X -0.556 -0.556 0 %100 72 M54 Y 0 0 0 %100 73 M55 X -2.225 -2.225 0 %100 74 M55 Y 0 0 0 %100 75 M58 X -0.183 -0.183 0 %100 76 M58 Y 0 0 0 %100 77 M59 X -0.183 -0.183 0 %100 78 M59 Y 0 0 0 %100 79 M60 X -0.556 -0.556 0 %100 80 M60 Y 0 0 0 %100 81 M61 X -0.556 -0.556 0 %100 82 M61 Y 0 0 0 %100 83 M64 X -0.556 -0.556 0 %100 84 M64 Y 0 0 0 %100 85 M65 X -2.225 -2.225 0 %100 86 M65 Y 0 0 0 %100 87 M68 X -0.156 -0.156 0 %100 88 M68 Y 0 0 0 %100 89 M69 X -0.694 -0.694 0 %100 90 M69 Y 0 0 0 %100 91 M72 X -0.389 -0.389 0 %100 92 M72 Y 0 0 0 %100 93 M75 X -1.554 -1.554 0 %100 94 M75 Y 0 0 0 %100 95 M78 X -0.389 -0.389 0 %100 96 M78 Y 0 0 0 %100 97 M90 X -1.254 -1.254 0 %100 98 M90 Y 0 0 0 %100 99 M91 X -1.254 -1.254 0 %100 100 M91 Y 0 0 0 %100 101 M92 X -1.254 -1.254 0 %100 102 M92 Y 0 0 0 %100 103 M93 X -1.254 -1.254 0 %100 104 M93 Y 0 0 0 %100 105 M94 X -1.254 -1.254 0 %100 106 M94 Y 0 0 0 %100 107 M100 X -1.254 -1.254 0 %100 108 M100 Y 0 0 0 %100 109 M106 X -1.254 -1.254 0 %100 110 M106 Y 0 0 0 %100 111 M107 X -1.254 -1.254 0 %100 112 M107 Y 0 0 0 %100 113 M108 X -1.254 -1.254 0 %100 114 M108 Y 0 0 0 %100 115 M109 X -1.254 -1.254 0 %100 116 M109 Y 0 0 0 %100 117 M110 X -1.254 -1.254 0 %100 118 M110 Y 0 0 0 %100 119 M116 X -0.313 -0.313 0 %100 120 M116 Y 0 0 0 %100 121 M122 X -1.254 -1.254 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 73 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 12 : Structure Wind w/ Ice (0)) (Continued) Member Label Direction Start Maqnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Rin, W End Location Rin, %)l 1221 M122 Y 0 0 0 %100 123 M123 X -1.254 -1.254 0 %100 124 M123 Y 0 0 0 %100 125 M124 X -1.254 -1.254 0 %100 126 M124 Y 0 0 0 %100 127 M125 X -1.254 -1.254 0 %100 128 M125 Y 0 0 0 %100 129 M126 X -1.254 -1.254 0 %100 130 M126 Y 0 0 0 %100 131 M132 X -0.313 -0.313 0 %100 132 M132 Y 0 0 0 %100 133 M139 X -2.223 -2.223 0 %100 134 M139 Y 0 0 0 %100 135 M140 X -2.223 -2.223 0 %100 136 M140 Y 0 0 0 %100 137 M141 X -0.556 -0.556 0 %100 138 M141 Y 0 0 0 %100 139 M142 X -0.556 -0.556 0 %100 140 M142 Y 0 0 0 %100 141 M143 X -0.556 -0.556 0 %100 142 M143 Y 0 0 0 %100 143 M144 X -0.556 -0.556 0 %100 144 M144 Y 0 0 0 %100 145 M145 X -0.556 -0.556 0 %100 146 M145 Y 0 0 0 %100 147 M146 X -2.223 -2.223 0 %100 148 M146 Y 0 0 0 %100 149 M147 X -0.556 -0.556 0 %100 150 M147 Y 0 0 0 %100 151 M154 X -0.313 -0.313 0 %100 152 M154 Y 0 0 0 %100 153 M155 X -0.313 -0.313 0 %100 154 M155 Y 0 0 0 %100 155 M156 X -1.254 -1.254 0 %100 156 M156 Y 0 0 0 %100 157 KM5 X -0.12 -0.12 0 %100 158 KM5 Y 0 0 0 %100 159 KM6 X -0.12 -0.12 0 %100 160 KM6 Y 0 0 0 %100 161 KM11 X -0.565 -0.565 0 %100 162 KM11 Y 0 0 0 %100 163 KM12 X -0.565 -0.565 0 %100 164 KM12 Y 0 0 0 %100 165 KM17 X -0.565 -0.565 0 %100 166 KM17 Y 0 0 0 %100 167 KM18 X -0.565 -0.565 0 %100 168 KM18 Y 0 0 0 %100 169 M221 X -0.586 -0.586 0 %100 170 M221 Y 0 0 0 %100 171 M222 X -0.586 -0.586 0 %100 172 M222 Y 0 0 0 %100 173 M227 X -0.572 -0.572 0 %100 174 M227 Y 0 0 0 %100 175 M228 X -0.179 -0.179 0 %100 176 M228 Y 0 0 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 74 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 12 : Structure Wind w/ Ice (0)) (Continued) Member Label Direction Start Maqnitude rib/ft, F, psf, lb-ft/inj End Maqnitude [lb/ft, F, psf, lb-ft/inj Start Location [(in, %)] End Location r(in, %)1 1771 M233A X -0.179 -0.179 0 %100 178 M233A Y 0 0 0 %100 1791 M234A X -0.572 -0.572 0 %100 1801 M234A Y 0 0 0 %100 Member Distributed Loads (BLC 13 : Structure Wind w/ Ice (30)) Member Label Direction Start Magnitude [lb/ft, F, psf, lb-ft/inj End Magnitude [lb/ft, F, psf, lb-ft/inj Start Location [(in, %)j End Location [(in, %)j 1 M1 X -0.665 -0.665 0 %100 2 M1 Y 0.384 0.384 0 %100 3 M2 X -1.034e-10 -1.034e-10 0 %100 4 M2 Y 5.969e-11 5.969e-11 0 %100 5 M3 X -1.034e-10 -1.034e-10 0 %100 6 M3 Y 5.969e-11 5.969e-11 0 %100 7 M4 X -3.146e-10 -3.146e-10 0 %100 8 M4 Y 1.816e-10 1.816e-10 0 %100 9 M5 X -1.445 -1.445 0 %100 10 M5 Y 0.834 0.834 0 %100 11 M8 X -8.897e-08 -8.897e-08 0 %100 12 M8 Y 5.137e-08 5.137e-08 0 %100 13 M9 X -1.445 -1.445 0 %100 14 M9 Y 0.834 0.834 0 %100 15 M12 X -9.578e-12 -9.578e-12 0 %100 16 M12 Y 5.53e-12 5.53e-12 0 %100 17 M13 X -9.578e-12 -9.578e-12 0 %100 18 M13 Y 5.53e-12 5.53e-12 0 %100 19 M14 X -3.146e-10 -3.146e-10 0 %100 20 M14 Y 1.816e-10 1.816e-10 0 %100 21 M15 X -1.445 -1.445 0 %100 22 M15 Y 0.834 0.834 0 %100 23 M18 X -3.146e-10 -3.146e-10 0 %100 24 M18 Y 1.816e-10 1.816e-10 0 %100 25 M19 X -1.445 -1.445 0 %100 26 M19 Y 0.834 0.834 0 %100 27 M22 X -0.436 -0.436 0 %100 28 M22 Y 0.251 0.251 0 %100 29 M23 X -0.436 -0.436 0 %100 30 M23 Y 0.251 0.251 0 %100 31 M24 X -0.166 -0.166 0 %100 32 M24 Y 0.096 0.096 0 %100 33 M25 X -0.475 -0.475 0 %100 34 M25 Y 0.274 0.274 0 %100 35 M26 X -0.475 -0.475 0 %100 36 M26 Y 0.274 0.274 0 %100 37 M27 X -1.445 -1.445 0 %100 38 M27 Y 0.834 0.834 0 %100 39 M28 X -1.445 -1.445 0 %100 40 M28 Y 0.834 0.834 0 %100 41 M31 X -1.445 -1.445 0 %100 42 M31 Y 0.834 0.834 0 %100 43 M32 X -3.146e-10 -3.146e-10 0 %100 44 M32 Y 1.816e-10 1.816e-10 0 %100 45 M35 X -0.475 -0.475 0 %100 46 M35 Y 0.274 0.274 0 %100 47 M36 X -0.475 -0.475 0 %100 48 M36 Y 0.274 0.274 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 75 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 13 : Structure Wind w/ Ice (30)) (Continued) Member Label Direction Start Maqnitude rlb/ft, F, psf, lb-ft/inj End Maqnitude rlb/ft, F, psf, lb-ft/inj Start Location [(in, %)1 End Location r(in, %)1 491 M37 X -1.445 -1.445 0 61"100 50 M37 Y 0.834 0.834 0 %100 51 M38 X -1.445 -1.445 0 %100 52 M38 Y 0.834 0.834 0 %100 53 M41 X -1.445 -1.445 0 %100 54 M41 Y 0.834 0.834 0 %100 55 M42 X -3.146e-10 -3.146e-10 0 %100 56 M42 Y 1.816e-10 1.816e-10 0 %100 57 M45 X -0.466 -0.466 0 %100 58 M45 Y 0.269 0.269 0 %100 59 M46 X -0.0005035 -0.0005035 0 %100 60 M46 Y 0.0002907 0.0002907 0 %100 61 M47 X -0.166 -0.166 0 %100 62 M47 Y 0.096 0.096 0 %100 63 M48 X -0.475 -0.475 0 %100 64 M48 Y 0.274 0.274 0 %100 65 M49 X -0.475 -0.475 0 %100 66 M49 Y 0.274 0.274 0 %100 67 M50 X -1.445 -1.445 0 %100 68 M50 Y 0.834 0.834 0 %100 69 M51 X -3.146e-10 -3.146e-10 0 %100 70 M51 Y 1.816e-10 1.816e-10 0 %100 71 M54 X -1.445 -1.445 0 %100 72 M54 Y 0.834 0.834 0 %100 73 M55 X -1.445 -1.445 0 %100 74 M55 Y 0.834 0.834 0 %100 75 M58 X -0.475 -0.475 0 %100 76 M58 Y 0.274 0.274 0 %100 77 M59 X -0.475 -0.475 0 %100 78 M59 Y 0.274 0.274 0 %100 79 M60 X -1.445 -1.445 0 %100 80 M60 Y 0.834 0.834 0 %100 81 M61 X -3.146e-10 -3.146e-10 0 %100 82 M61 Y 1.816e-10 1.816e-10 0 %100 83 M64 X -1.445 -1.445 0 %100 84 M64 Y 0.834 0.834 0 %100 85 M65 X -1.445 -1.445 0 %100 86 M65 Y 0.834 0.834 0 %100 87 M68 X -0.0005041 -0.0005041 0 %100 88 M68 Y 0.000291 0.000291 0 %100 89 M69 X -0.466 -0.466 0 %100 90 M69 Y 0.269 0.269 0 %100 91 M72 X -4.159e-13 -4.159e-13 0 %100 92 M72 Y 2.401 e-13 2.401 e-13 0 %100 93 M75 X -1.01 -1.01 0 %100 94 M75 Y 0.583 0.583 0 %100 95 M78 X -1.01 -1.01 0 %100 96 M78 Y 0.583 0.583 0 %100 97 M90 X -1.086 -1.086 0 %100 98 M90 Y 0.627 0.627 0 %100 99 M91 X -1.086 -1.086 0 %100 100 M91 Y 0.627 0.627 0 %100 101 M92 X -1.086 -1.086 0 %100 102 M92 Y 0.627 0.627 0 %100 103 M93 X -1.086 -1.086 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 76 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 13 : Structure Wind w/ Ice (30)) (Continued) Member Label Direction Start Maqnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Rin, W End Location Rin, %)l 1041 M93 Y 0.627 0.627 0 %100 105 M94 X -1.086 -1.086 0 %100 106 M94 Y 0.627 0.627 0 %100 107 M100 X -0.814 -0.814 0 %100 108 M100 Y 0.47 0.47 0 %100 109 M106 X -1.086 -1.086 0 %100 110 M106 Y 0.627 0.627 0 %100 111 M107 X -1.086 -1.086 0 %100 112 M107 Y 0.627 0.627 0 %100 113 M108 X -1.086 -1.086 0 %100 114 M108 Y 0.627 0.627 0 %100 115 M109 X -1.086 -1.086 0 %100 116 M109 Y 0.627 0.627 0 %100 117 M110 X -1.086 -1.086 0 %100 118 M110 Y 0.627 0.627 0 %100 119 M116 X -0.814 -0.814 0 %100 120 M 116 Y 0.47 0.47 0 %100 121 M122 X -1.086 -1.086 0 %100 122 M122 Y 0.627 0.627 0 %100 123 M123 X -1.086 -1.086 0 %100 124 M123 Y 0.627 0.627 0 %100 125 M124 X -1.086 -1.086 0 %100 126 M124 Y 0.627 0.627 0 %100 127 M125 X -1.086 -1.086 0 %100 128 M125 Y 0.627 0.627 0 %100 129 M126 X -1.086 -1.086 0 %100 130 M126 Y 0.627 0.627 0 %100 131 M132 X -1.788e-12 -1.788e-12 0 %100 132 M132 Y 1.032e-12 1.032e-12 0 %100 133 M139 X -1.444 -1.444 0 %100 134 M139 Y 0.834 0.834 0 %100 135 M140 X -1.444 -1.444 0 %100 136 M140 Y 0.834 0.834 0 %100 137 M141 X -1.444 -1.444 0 %100 138 M141 Y 0.834 0.834 0 %100 139 M142 X -1.444 -1.444 0 %100 140 M142 Y 0.834 0.834 0 %100 141 M 143 X -1.1 e-14 -1.1 e-14 0 %100 142 M143 Y 6.353e-15 6.353e-15 0 %100 143 M 144 X -1.1 a-14 -1.1 a-14 0 %100 144 M144 Y 6.353e-15 6.353e-15 0 %100 145 M 145 X -1.1 e-14 -1.1 e-14 0 %100 146 M145 Y 6.353e-15 6.353e-15 0 %100 147 M146 X -1.444 -1.444 0 %100 148 M146 Y 0.834 0.834 0 %100 149 M147 X -1.444 -1.444 0 %100 150 M147 Y 0.834 0.834 0 %100 151 M154 X -0.814 -0.814 0 %100 152 M154 Y 0.47 0.47 0 %100 153 M155 X -6.206e-15 -6.206e-15 0 %100 154 M155 Y 3.583e-15 3.583e-15 0 %100 155 M156 X -0.814 -0.814 0 %100 156 M156 Y 0.47 0.47 0 %100 157 KM5 X -0.233 -0.233 0 %100 158 KM5 Y 0.134 0.134 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 77 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 13 : Structure Wind w/ Ice (30)) (Continued) Member Label Direction Start Maqnitude rib/ft, F, psf, lb-ft/inj End Maqnitude [lb/ft, F, psf, lb-ft/inj Start Location [(in, %)] End Location r(in, %)1 1591 KM6 X -0.233 -0.233 0 %100 160 KM6 Y 0.134 0.134 0 %100 161 KM11 X -0.233 -0.233 0 %100 162 KM 11 Y 0.134 0.134 0 %100 163 KM12 X -0.233 -0.233 0 %100 164 KM12 Y 0.134 0.134 0 %100 165 KM17 X -0.617 -0.617 0 %100 166 KM17 Y 0.356 0.356 0 %100 167 KM18 X -0.617 -0.617 0 %100 168 KM18 Y 0.356 0.356 0 %100 169 M221 X -0.277 -0.277 0 %100 170 M221 Y 0.16 0.16 0 %100 171 M222 X -0.617 -0.617 0 %100 172 M222 Y 0.356 0.356 0 %100 173 M227 X -0.617 -0.617 0 %100 174 M227 Y 0.356 0.356 0 %100 175 M228 X -0.277 -0.277 0 %100 176 M228 Y 0.16 0.16 0 %100 177 M233A X -0.264 -0.264 0 %100 178 M233A Y 0.153 0.153 0 %100 1791 M234A X -0.264 -0.264 0 %100 1801 M234A Y 0.153 0.153 0 %100 Member Distributed Loads (BLC 14 : Structure Wind w/ Ice (45)) Member Label Direction Start Maqnitude [lb/ft, F, psf, lb-ft/inj End Maqnitude [Ib/ft, F, psf, lb-ft/in] Start Location [(in, %)] End Location [(in, 1 M1 X -0.507 -0.507 0 %100 2 M1 Y 0.507 0.507 0 %100 3 M2 X -0.035 -0.035 0 %100 4 M2 Y 0.035 0.035 0 %100 5 M3 X -0.035 -0.035 0 %100 6 M3 Y 0.035 0.035 0 %100 7 M4 X -0.105 -0.105 0 %100 8 M4 Y 0.105 0.105 0 %100 9 M5 X -0.787 -0.787 0 %100 10 M5 Y 0.787 0.787 0 %100 11 M8 X -0.106 -0.106 0 %100 12 M8 Y 0.106 0.106 0 %100 13 M9 X -1.468 -1.468 0 %100 14 M9 Y 1.468 1.468 0 %100 15 M12 X -0.035 -0.035 0 %100 16 M 12 Y 0.035 0.035 0 %100 17 M13 X -0.035 -0.035 0 %100 18 M13 Y 0.035 0.035 0 %100 19 M14 X -0.105 -0.105 0 %100 20 M14 Y 0.105 0.105 0 %100 21 M15 X -0.787 -0.787 0 %100 22 M15 Y 0.787 0.787 0 %100 23 M18 X -0.105 -0.105 0 %100 24 M18 Y 0.105 0.105 0 %100 25 M19 X -1.468 -1.468 0 %100 26 M19 Y 1.468 1.468 0 %100 27 M22 X -0.231 -0.231 0 %100 28 M22 Y 0.231 0.231 0 %100 29 M23 X -0.45 -0.45 0 %100 30 M23 Y 0.45 0.45 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 78 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 14 : Structure Wind w/ Ice (45)) (Continued) Member Label Direction Start Maqnitude rib/ft, F, psf, lb-ft/inj End Maqnitude rlb/ft, F, psf, lb-ft/inj Start Location [(in, %)1 End Location r(in, %)1 31 M24 X -0.272 -0.272 0 61"100 32 M24 Y 0.272 0.272 0 %100 33 M25 X -0.259 -0.259 0 %100 34 M25 Y 0.259 0.259 0 %100 35 M26 X -0.259 -0.259 0 %100 36 M26 Y 0.259 0.259 0 %100 37 M27 X -0.787 -0.787 0 %100 38 M27 Y 0.787 0.787 0 %100 39 M28 X -1.468 -1.468 0 %100 40 M28 Y 1.468 1.468 0 %100 41 M31 X -0.787 -0.787 0 %100 42 M31 Y 0.787 0.787 0 %100 43 M32 X -0.105 -0.105 0 %100 44 M32 Y 0.105 0.105 0 %100 45 M35 X -0.259 -0.259 0 %100 46 M35 Y 0.259 0.259 0 %100 47 M36 X -0.259 -0.259 0 %100 48 M36 Y 0.259 0.259 0 %100 49 M37 X -0.787 -0.787 0 %100 50 M37 Y 0.787 0.787 0 %100 51 M38 X -1.468 -1.468 0 %100 52 M38 Y 1.468 1.468 0 %100 53 M41 X -0.787 -0.787 0 %100 54 M41 Y 0.787 0.787 0 %100 55 M42 X -0.105 -0.105 0 %100 56 M42 Y 0.105 0.105 0 %100 57 M45 X -0.465 -0.465 0 %100 58 M45 Y 0.465 0.465 0 %100 59 M46 X -0.026 -0.026 0 %100 60 M46 Y 0.026 0.026 0 %100 61 M47 X -0.036 -0.036 0 %100 62 M47 Y 0.036 0.036 0 %100 63 M48 X -0.482 -0.482 0 %100 64 M48 Y 0.482 0.482 0 %100 65 M49 X -0.482 -0.482 0 %100 66 M49 Y 0.482 0.482 0 %100 67 M50 X -1.468 -1.468 0 %100 68 M50 Y 1.468 1.468 0 %100 69 M51 X -0.105 -0.105 0 %100 70 M51 Y 0.105 0.105 0 %100 71 M54 X -1.468 -1.468 0 %100 72 M54 Y 1.468 1.468 0 %100 73 M55 X -0.787 -0.787 0 %100 74 M55 Y 0.787 0.787 0 %100 75 M58 X -0.482 -0.482 0 %100 76 M58 Y 0.482 0.482 0 %100 77 M59 X -0.482 -0.482 0 %100 78 M59 Y 0.482 0.482 0 %100 79 M60 X -1.468 -1.468 0 %100 80 M60 Y 1.468 1.468 0 %100 81 M61 X -0.105 -0.105 0 %100 82 M61 Y 0.105 0.105 0 %100 83 M64 X -1.468 -1.468 0 %100 84 M64 Y 1.468 1.468 0 %100 85 M65 X -0.787 -0.787 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 79 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 14 : Structure Wind w/ Ice (45)) (Continued) Member Label Direction Start Maqnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Rin, W End Location Rin, %)l 861 M65 Y 0.787 0.787 0 %100 87 M68 X -0.04 -0.04 0 %100 88 M68 Y 0.04 0.04 0 %100 89 M69 X -0.26 -0.26 0 %100 90 M69 Y 0.26 0.26 0 %100 91 M72 X -0.074 -0.074 0 %100 92 M72 Y 0.074 0.074 0 %100 93 M75 X -0.55 -0.55 0 %100 94 M75 Y 0.55 0.55 0 %100 95 M78 X -1.025 -1.025 0 %100 96 M78 Y 1.025 1.025 0 %100 97 M90 X -0.887 -0.887 0 %100 98 M90 Y 0.887 0.887 0 %100 99 M91 X -0.887 -0.887 0 %100 100 M91 Y 0.887 0.887 0 %100 101 M92 X -0.887 -0.887 0 %100 102 M92 Y 0.887 0.887 0 %100 103 M93 X -0.887 -0.887 0 %100 104 M93 Y 0.887 0.887 0 %100 105 M94 X -0.887 -0.887 0 %100 106 M94 Y 0.887 0.887 0 %100 107 M100 X -0.443 -0.443 0 %100 108 M100 Y 0.443 0.443 0 %100 109 M106 X -0.887 -0.887 0 %100 110 M106 Y 0.887 0.887 0 %100 111 M107 X -0.887 -0.887 0 %100 112 M107 Y 0.887 0.887 0 %100 113 M108 X -0.887 -0.887 0 %100 114 M108 Y 0.887 0.887 0 %100 115 M109 X -0.887 -0.887 0 %100 116 M109 Y 0.887 0.887 0 %100 117 M110 X -0.887 -0.887 0 %100 118 M110 Y 0.887 0.887 0 %100 119 M116 X -0.827 -0.827 0 %100 120 M116 Y 0.827 0.827 0 %100 121 M122 X -0.887 -0.887 0 %100 122 M122 Y 0.887 0.887 0 %100 123 M123 X -0.887 -0.887 0 %100 124 M123 Y 0.887 0.887 0 %100 125 M124 X -0.887 -0.887 0 %100 126 M124 Y 0.887 0.887 0 %100 127 M125 X -0.887 -0.887 0 %100 128 M125 Y 0.887 0.887 0 %100 129 M126 X -0.887 -0.887 0 %100 130 M126 Y 0.887 0.887 0 %100 131 M132 X -0.059 -0.059 0 %100 132 M132 Y 0.059 0.059 0 %100 133 M139 X -0.786 -0.786 0 %100 134 M139 Y 0.786 0.786 0 %100 135 M140 X -0.786 -0.786 0 %100 136 M140 Y 0.786 0.786 0 %100 137 M141 X -1.467 -1.467 0 %100 138 M141 Y 1.467 1.467 0 %100 139 M142 X -1.467 -1.467 0 %100 140 M142 Y 1.467 1.467 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 80 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 14 : Structure Wind w/ Ice (45)) (Continued) Member Label Direction Start Maqnitude rib/ft, F, psf, lb-ft/inj End Maqnitude rlb/ft, F, psf, lb-ft/inj Start Location [(in, %] End Location r(in, %)1 1411 M143 X -0.105 -0.105 0 %100 142 M143 Y 0.105 0.105 0 %100 143 M144 X -0.105 -0.105 0 %100 144 M144 Y 0.105 0.105 0 %100 145 M145 X -0.105 -0.105 0 %100 146 M145 Y 0.105 0.105 0 %100 147 M146 X -0.786 -0.786 0 %100 148 M146 Y 0.786 0.786 0 %100 149 M147 X -1.467 -1.467 0 %100 150 M147 Y 1.467 1.467 0 %100 151 M154 X -0.827 -0.827 0 %100 152 M154 Y 0.827 0.827 0 %100 153 M155 X -0.059 -0.059 0 %100 154 M155 Y 0.059 0.059 0 %100 155 M156 X -0.443 -0.443 0 %100 156 M156 Y 0.443 0.443 0 %100 157 KM5 X -0.295 -0.295 0 %100 158 KM5 Y 0.295 0.295 0 %100 159 KM6 X -0.295 -0.295 0 %100 160 KM6 Y 0.295 0.295 0 %100 161 KM11 X -0.113 -0.113 0 %100 162 KM11 Y 0.113 0.113 0 %100 163 KM12 X -0.113 -0.113 0 %100 164 KM12 Y 0.113 0.113 0 %100 165 KM17 X -0.476 -0.476 0 %100 166 KM 17 Y 0.476 0.476 0 %100 167 KM18 X -0.476 -0.476 0 %100 168 KM18 Y 0.476 0.476 0 %100 169 M221 X -0.155 -0.155 0 %100 170 M221 Y 0.155 0.155 0 %100 171 M222 X -0.476 -0.476 0 %100 172 M222 Y 0.476 0.476 0 %100 173 M227 X -0.481 -0.481 0 %100 174 M227 Y 0.481 0.481 0 %100 175 M228 X -0.321 -0.321 0 %100 176 M228 Y 0.321 0.321 0 %100 177 M233A X -0.309 -0.309 0 %100 178 M233A Y 0.309 0.309 0 %100 179 M234A X -0.149 -0.149 0 %100 180 M234A Y 0.149 0.149 0 %100 Member Distributed Loads (BLC 15 : Structure Wind w/ Ice (60)) Member Label Direction Start Maqnitude rlb/ft, F, psf, lb-ft/in] End Maqnitude rlb/ft, F, psf, Ib-ft/inj Start Location r(in, %)] End Location [(in, %)1 1 M1 X -0.288 -0.288 0 %100 2 M1 Y 0.499 0.499 0 %100 3 M2 X -0.091 -0.091 0 %100 4 M2 Y 0.158 0.158 0 %100 5 M3 X -0.091 -0.091 0 %100 6 M3 Y 0.158 0.158 0 %100 7 M4 X -0.278 -0.278 0 %100 8 M4 Y 0.482 0.482 0 %100 9 M5 X -0.278 -0.278 0 %100 10 M5 Y 0.482 0.482 0 %100 11 M8 X -0.278 -0.278 0 %100 12 M8 Y 0.482 0.482 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 81 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 15 : Structure Wind w/ Ice (60)) (Continued) Member Label Direction Start Maqnitude rib/ft, F, psf, lb-ft/inj End Maqnitude rlb/ft, F, psf, lb-ft/inj Start Location [(in, %)1 End Location r(in, %)1 131 M9 X -1.112 -1.112 0 61"100 14 M9 Y 1.927 1.927 0 %100 15 M12 X -0.091 -0.091 0 %100 16 M12 Y 0.158 0.158 0 %100 17 M13 X -0.091 -0.091 0 %100 18 M13 Y 0.158 0.158 0 %100 19 M14 X -0.278 -0.278 0 %100 20 M14 Y 0.482 0.482 0 %100 21 M15 X -0.278 -0.278 0 %100 22 M15 Y 0.482 0.482 0 %100 23 M18 X -0.278 -0.278 0 %100 24 M18 Y 0.482 0.482 0 %100 25 M19 X -1.112 -1.112 0 %100 26 M19 Y 1.927 1.927 0 %100 27 M22 X -0.078 -0.078 0 %100 28 M22 Y 0.135 0.135 0 %100 29 M23 X -0.347 -0.347 0 %100 30 M23 Y 0.601 0.601 0 %100 31 M24 X -0.288 -0.288 0 %100 32 M24 Y 0.499 0.499 0 %100 33 M25 X -0.091 -0.091 0 %100 34 M25 Y 0.158 0.158 0 %100 35 M26 X -0.091 -0.091 0 %100 36 M26 Y 0.158 0.158 0 %100 37 M27 X -0.278 -0.278 0 %100 38 M27 Y 0.482 0.482 0 %100 39 M28 X -1.112 -1.112 0 %100 40 M28 Y 1.927 1.927 0 %100 41 M31 X -0.278 -0.278 0 %100 42 M31 Y 0.482 0.482 0 %100 43 M32 X -0.278 -0.278 0 %100 44 M32 Y 0.482 0.482 0 %100 45 M35 X -0.091 -0.091 0 %100 46 M35 Y 0.158 0.158 0 %100 47 M36 X -0.091 -0.091 0 %100 48 M36 Y 0.158 0.158 0 %100 49 M37 X -0.278 -0.278 0 %100 50 M37 Y 0.482 0.482 0 %100 51 M38 X -1.112 -1.112 0 %100 52 M38 Y 1.927 1.927 0 %100 53 M41 X -0.278 -0.278 0 %100 54 M41 Y 0.482 0.482 0 %100 55 M42 X -0.278 -0.278 0 %100 56 M42 Y 0.482 0.482 0 %100 57 M45 X -0.347 -0.347 0 %100 58 M45 Y 0.601 0.601 0 %100 59 M46 X -0.078 -0.078 0 %100 60 M46 Y 0.135 0.135 0 %100 61 M47 X -6.507e-12 -6.507e-12 0 %100 62 M47 Y 1.127e-11 1.127e-11 0 %100 63 M48 X -0.366 -0.366 0 %100 64 M48 Y 0.633 0.633 0 %100 65 M49 X -0.366 -0.366 0 %100 66 M49 Y 0.633 0.633 0 %100 67 M50 X -1.112 -1.112 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 82 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 15 : Structure Wind w/ Ice (60)) (Continued) Member Label Direction Start Maqnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Rin, W End Location Rin, %)l 681 M50 Y 1.927 1.927 0 %100 69 M51 X -0.278 -0.278 0 %100 70 M51 Y 0.482 0.482 0 %100 71 M54 X -1.112 -1.112 0 %100 72 M54 Y 1.927 1.927 0 %100 73 M55 X -0.278 -0.278 0 %100 74 M55 Y 0.482 0.482 0 %100 75 M58 X -0.366 -0.366 0 %100 76 M58 Y 0.633 0.633 0 %100 77 M59 X -0.366 -0.366 0 %100 78 M59 Y 0.633 0.633 0 %100 79 M60 X -1.112 -1.112 0 %100 80 M60 Y 1.927 1.927 0 %100 81 M61 X -0.278 -0.278 0 %100 82 M61 Y 0.482 0.482 0 %100 83 M64 X -1.112 -1.112 0 %100 84 M64 Y 1.927 1.927 0 %100 85 M65 X -0.278 -0.278 0 %100 86 M65 Y 0.482 0.482 0 %100 87 M68 X -0.096 -0.096 0 %100 88 M68 Y 0.166 0.166 0 %100 89 M69 X -0.096 -0.096 0 %100 90 M69 Y 0.166 0.166 0 %100 91 M72 X -0.194 -0.194 0 %100 92 M72 Y 0.337 0.337 0 %100 93 M75 X -0.194 -0.194 0 %100 94 M75 Y 0.337 0.337 0 %100 95 M78 X -0.777 -0.777 0 %100 96 M78 Y 1.346 1.346 0 %100 97 M90 X -0.627 -0.627 0 %100 98 M90 Y 1.086 1.086 0 %100 99 M91 X -0.627 -0.627 0 %100 100 M91 Y 1.086 1.086 0 %100 101 M92 X -0.627 -0.627 0 %100 102 M92 Y 1.086 1.086 0 %100 103 M93 X -0.627 -0.627 0 %100 104 M93 Y 1.086 1.086 0 %100 105 M94 X -0.627 -0.627 0 %100 106 M94 Y 1.086 1.086 0 %100 107 M100 X -0.157 -0.157 0 %100 108 M100 Y 0.271 0.271 0 %100 109 M106 X -0.627 -0.627 0 %100 110 M106 Y 1.086 1.086 0 %100 111 M107 X -0.627 -0.627 0 %100 112 M107 Y 1.086 1.086 0 %100 113 M108 X -0.627 -0.627 0 %100 114 M108 Y 1.086 1.086 0 %100 115 M109 X -0.627 -0.627 0 %100 116 M109 Y 1.086 1.086 0 %100 117 M110 X -0.627 -0.627 0 %100 118 M110 Y 1.086 1.086 0 %100 119 M116 X -0.627 -0.627 0 %100 120 M116 Y 1.086 1.086 0 %100 121 M122 X -0.627 -0.627 0 %100 122 M122 Y 1.086 1.086 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 83 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 15 : Structure Wind w/ Ice (60)) (Continued) Member Label Direction Start Maqnitude rib/ft, F, psf, lb-ft/inj End Maqnitude rlb/ft, F, psf, lb-ft/inj Start Location [(in, %)1 End Location r(in, %)1 1231 M123 X -0.627 -0.627 0 61"100 124 M123 Y 1.086 1.086 0 %100 125 M124 X -0.627 -0.627 0 %100 126 M124 Y 1.086 1.086 0 %100 127 M125 X -0.627 -0.627 0 %100 128 M125 Y 1.086 1.086 0 %100 129 M126 X -0.627 -0.627 0 %100 130 M126 Y 1.086 1.086 0 %100 131 M132 X -0.157 -0.157 0 %100 132 M132 Y 0.271 0.271 0 %100 133 M139 X -0.278 -0.278 0 %100 134 M139 Y 0.481 0.481 0 %100 135 M140 X -0.278 -0.278 0 %100 136 M140 Y 0.481 0.481 0 %100 137 M141 X -1.112 -1.112 0 %100 138 M141 Y 1.925 1.925 0 %100 139 M142 X -1.112 -1.112 0 %100 140 M142 Y 1.925 1.925 0 %100 141 M143 X -0.278 -0.278 0 %100 142 M143 Y 0.481 0.481 0 %100 143 M144 X -0.278 -0.278 0 %100 144 M144 Y 0.481 0.481 0 %100 145 M145 X -0.278 -0.278 0 %100 146 M145 Y 0.481 0.481 0 %100 147 M146 X -0.278 -0.278 0 %100 148 M146 Y 0.481 0.481 0 %100 149 M147 X -1.112 -1.112 0 %100 150 M147 Y 1.925 1.925 0 %100 151 M154 X -0.627 -0.627 0 %100 152 M154 Y 1.086 1.086 0 %100 153 M155 X -0.157 -0.157 0 %100 154 M155 Y 0.271 0.271 0 %100 155 M156 X -0.157 -0.157 0 %100 156 M156 Y 0.271 0.271 0 %100 157 KM5 X -0.282 -0.282 0 %100 158 KM5 Y 0.489 0.489 0 %100 159 KM6 X -0.282 -0.282 0 %100 160 KM6 Y 0.489 0.489 0 %100 161 KM11 X -0.06 -0.06 0 %100 162 KM11 Y 0.104 0.104 0 %100 163 KM12 X -0.06 -0.06 0 %100 164 KM 12 Y 0.104 0.104 0 %100 165 KM17 X -0.282 -0.282 0 %100 166 KM 17 Y 0.489 0.489 0 %100 167 KM18 X -0.282 -0.282 0 %100 168 KM18 Y 0.489 0.489 0 %100 169 M221 X -0.089 -0.089 0 %100 170 M221 Y 0.155 0.155 0 %100 171 M222 X -0.286 -0.286 0 %100 172 M222 Y 0.495 0.495 0 %100 173 M227 X -0.293 -0.293 0 %100 174 M227 Y 0.508 0.508 0 %100 175 M228 X -0.293 -0.293 0 %100 176 M228 Y 0.508 0.508 0 %100 177 M233A X -0.286 -0.286 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 84 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 15 : Structure Wind w/ Ice (60)) (Continued) Member Label Direction Start Maqnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location r(in, W End Location r(in, %)l 11781 M233A Y 1 0.495 0.495 0 %100 11791 M234A X 1 -0.089 -0.089 0 %100 11801 M234A I Y 1 0.155 0.155 0 %100 Member Distributed Loads (BLC 16 : Structure Wind w/ Ice (90)) Member Label Direction Start Magnitude rib/ft, F, psf, lb-ft/inj End Maqnitude rlb/ft, F, psf, lb-ft/inj Start Location r(in, %)j End Location [(in, %)l 1 M1 X -4.356e-08 -4.356e-08 0 %100 2 M 1 Y 0.192 0.192 0 %100 3 M2 X -1.244e-07 -1.244e-07 0 %100 4 M2 Y 0.548 0.548 0 %100 5 M3 X -1.244e-07 -1.244e-07 0 %100 6 M3 Y 0.548 0.548 0 %100 7 M4 X -3.784e-07 -3.784e-07 0 %100 8 M4 Y 1.669 1.669 0 %100 9 M5 X -2.595e-20 -2.595e-20 0 %100 10 M5 Y 1.144e-13 1.144e-13 0 %100 11 M8 X -3.785e-07 -3.785e-07 0 %100 12 M8 Y 1.669 1.669 0 %100 13 M9 X -3.784e-07 -3.784e-07 0 %100 14 M9 Y 1.669 1.669 0 %100 15 M12 X -1.244e-07 -1.244e-07 0 %100 16 M12 Y 0.548 0.548 0 %100 17 M13 X -1.244e-07 -1.244e-07 0 %100 18 M13 Y 0.548 0.548 0 %100 19 M14 X -3.784e-07 -3.784e-07 0 %100 20 M14 Y 1.669 1.669 0 %100 21 M15 X -2.595e-20 -2.595e-20 0 %100 22 M15 Y 1.144e-13 1.144e-13 0 %100 23 M18 X -3.784e-07 -3.784e-07 0 %100 24 M18 Y 1.669 1.669 0 %100 25 M19 X -3.784e-07 -3.784e-07 0 %100 26 M19 Y 1.669 1.669 0 %100 27 M22 X -1.32e-10 -1.32e-10 0 %100 28 M22 Y 0.0005821 0.0005821 0 %100 29 M23 X -1.219e-07 -1.219e-07 0 %100 30 M23 Y 0.538 0.538 0 %100 31 M24 X -1.742e-07 -1.742e-07 0 %100 32 M24 Y 0.768 0.768 0 %100 33 M25 X -8.529e-21 -8.529e-21 0 %100 34 M25 Y 3.761 e-14 3.761 e-14 0 %100 35 M26 X -8.529e-21 -8.529e-21 0 %100 36 M26 Y 3.761 e-14 3.761 e-14 0 %100 37 M27 X -2.595e-20 -2.595e-20 0 %100 38 M27 Y 1.144e-13 1.144e-13 0 %100 39 M28 X -3.786e-07 -3.786e-07 0 %100 40 M28 Y 1.669 1.669 0 %100 41 M31 X -2.595e-20 -2.595e-20 0 %100 42 M31 Y 1.144e-13 1.144e-13 0 %100 43 M32 X -3.784e-07 -3.784e-07 0 %100 44 M32 Y 1.669 1.669 0 %100 45 M35 X -8.529e-21 -8.529e-21 0 %100 46 M35 Y 3.761 e-14 3.761 e-14 0 %100 47 M36 X -8.529e-21 -8.529e-21 0 %100 48 M36 Y 3.761 e-14 3.761 e-14 0 %100 49 M37 X -2.595e-20 -2.595e-20 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 85 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 16 : Structure Wind w/ Ice (90)) (Continued) Member Label Direction Start Maqnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Rin, W End Location Rin, %)l 501 M37 Y 1.144e-13 1.144e-13 0 %100 51 M38 X -3.784e-07 -3.784e-07 0 %100 52 M38 Y 1.669 1.669 0 %100 53 M41 X -2.595e-20 -2.595e-20 0 %100 54 M41 Y 1.144e-13 1.144e-13 0 %100 55 M42 X -3.784e-07 -3.784e-07 0 %100 56 M42 Y 1.669 1.669 0 %100 57 M45 X -1.141 e-07 -1.141 e-07 0 %100 58 M45 Y 0.503 0.503 0 %100 59 M46 X -1.141 e-07 -1.141 e-07 0 %100 60 M46 Y 0.503 0.503 0 %100 61 M47 X -4.356e-08 -4.356e-08 0 %100 62 M47 Y 0.192 0.192 0 %100 63 M48 X -1.244e-07 -1.244e-07 0 %100 64 M48 Y 0.548 0.548 0 %100 65 M49 X -1.244e-07 -1.244e-07 0 %100 66 M49 Y 0.548 0.548 0 %100 67 M50 X -3.784e-07 -3.784e-07 0 %100 68 M50 Y 1.669 1.669 0 %100 69 M51 X -3.784e-07 -3.784e-07 0 %100 70 M51 Y 1.669 1.669 0 %100 71 M54 X -3.784e-07 -3.784e-07 0 %100 72 M54 Y 1.669 1.669 0 %100 73 M55 X -2.595e-20 -2.595e-20 0 %100 74 M55 Y 1.144e-13 1.144e-13 0 %100 75 M58 X -1.244e-07 -1.244e-07 0 %100 76 M58 Y 0.548 0.548 0 %100 77 M59 X -1.244e-07 -1.244e-07 0 %100 78 M59 Y 0.548 0.548 0 %100 79 M60 X -3.784e-07 -3.784e-07 0 %100 80 M60 Y 1.669 1.669 0 %100 81 M61 X -3.784e-07 -3.784e-07 0 %100 82 M61 Y 1.669 1.669 0 %100 83 M64 X -3.784e-07 -3.784e-07 0 %100 84 M64 Y 1.669 1.669 0 %100 85 M65 X -2.595e-20 -2.595e-20 0 %100 86 M65 Y 1.144e-13 1.144e-13 0 %100 87 M68 X -1.219e-07 -1.219e-07 0 %100 88 M68 Y 0.538 0.538 0 %100 89 M69 X -1.32e-10 -1.32e-10 0 %100 90 M69 Y 0.0005821 0.0005821 0 %100 91 M72 X -2.644e-07 -2.644e-07 0 %100 92 M72 Y 1.166 1.166 0 %100 93 M75 X -1.813e-20 -1.813e-20 0 %100 94 M75 Y 7.995e-14 7.995e-14 0 %100 95 M78 X -2.644e-07 -2.644e-07 0 %100 96 M78 Y 1.166 1.166 0 %100 97 M90 X -2.844e-07 -2.844e-07 0 %100 98 M90 Y 1.254 1.254 0 %100 99 M91 X -2.844e-07 -2.844e-07 0 %100 100 M91 Y 1.254 1.254 0 %100 101 M92 X -2.844e-07 -2.844e-07 0 %100 102 M92 Y 1.254 1.254 0 %100 103 M93 X -2.844e-07 -2.844e-07 0 %100 104 M93 Y 1.254 1.254 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 86 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 16 : Structure Wind w/ Ice (90)) (Continued) Member Label Direction Start Maqnitude rib/ft, F, psf, lb-ft/inj End Maqnitude rlb/ft, F, psf, lb-ft/inj Start Location [(in, %)1 End Location r(in, %)1 1051 M94 X -2.844e-07 -2.844e-07 0 61"100 106 M94 Y 1.254 1.254 0 %100 107 M100 X -1.463e-20 -1.463e-20 0 %100 108 M100 Y 6.45e-14 6.45e-14 0 %100 109 M106 X -2.844e-07 -2.844e-07 0 %100 110 M106 Y 1.254 1.254 0 %100 111 M107 X -2.844e-07 -2.844e-07 0 %100 112 M107 Y 1.254 1.254 0 %100 113 M108 X -2.844e-07 -2.844e-07 0 %100 114 M108 Y 1.254 1.254 0 %100 115 M109 X -2.844e-07 -2.844e-07 0 %100 116 M109 Y 1.254 1.254 0 %100 117 M110 X -2.844e-07 -2.844e-07 0 %100 118 M110 Y 1.254 1.254 0 %100 119 M116 X -2.133e-07 -2.133e-07 0 %100 120 M116 Y 0.94 0.94 0 %100 121 M122 X -2.844e-07 -2.844e-07 0 %100 122 M122 Y 1.254 1.254 0 %100 123 M123 X -2.844e-07 -2.844e-07 0 %100 124 M123 Y 1.254 1.254 0 %100 125 M124 X -2.844e-07 -2.844e-07 0 %100 126 M124 Y 1.254 1.254 0 %100 127 M125 X -2.844e-07 -2.844e-07 0 %100 128 M125 Y 1.254 1.254 0 %100 129 M126 X -2.844e-07 -2.844e-07 0 %100 130 M126 Y 1.254 1.254 0 %100 131 M132 X -2.133e-07 -2.133e-07 0 %100 132 M132 Y 0.94 0.94 0 %100 133 M139 X -2.593e-20 -2.593e-20 0 %100 134 M139 Y 1.143e-13 1.143e-13 0 %100 135 M140 X -2.593e-20 -2.593e-20 0 %100 136 M140 Y 1.143e-13 1.143e-13 0 %100 137 M 141 X -3.781 e-07 -3.781 e-07 0 %100 138 M141 Y 1.667 1.667 0 %100 139 M 142 X -3.781 e-07 -3.781 e-07 0 %100 140 M142 Y 1.667 1.667 0 %100 141 M 143 X -3.781 e-07 -3.781 e-07 0 %100 142 M143 Y 1.667 1.667 0 %100 143 M 144 X -3.781 e-07 -3.781 e-07 0 %100 144 M144 Y 1.667 1.667 0 %100 145 M 145 X -3.781 e-07 -3.781 e-07 0 %100 146 M145 Y 1.667 1.667 0 %100 147 M146 X -2.593e-20 -2.593e-20 0 %100 148 M146 Y 1.143e-13 1.143e-13 0 %100 149 M 147 X -3.781 e-07 -3.781 e-07 0 %100 150 M147 Y 1.667 1.667 0 %100 151 M154 X -2.133e-07 -2.133e-07 0 %100 152 M154 Y 0.94 0.94 0 %100 153 M155 X -2.133e-07 -2.133e-07 0 %100 154 M155 Y 0.94 0.94 0 %100 155 M156 X -1.463e-20 -1.463e-20 0 %100 156 M156 Y 6.45e-14 6.45e-14 0 %100 157 KM5 X -1.616e-07 -1.616e-07 0 %100 158 KM5 Y 0.713 0.713 0 %100 159 KM6 X -1.616e-07 -1.616e-07 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 87 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 16 : Structure Wind w/ Ice (90)) (Continued) Member Label Direction Start Maqnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Rin, W End Location Rin, %)l 1601 KM6 Y 0.713 0.713 0 %100 161 KM11 X -6.09e-08 -6.09e-08 0 %100 162 KM11 Y 0.269 0.269 0 %100 163 KM12 X -6.09e-08 -6.09e-08 0 %100 164 KM12 Y 0.269 0.269 0 %100 165 KM17 X -6.09e-08 -6.09e-08 0 %100 166 KM17 Y 0.269 0.269 0 %100 167 KM18 X -6.09e-08 -6.09e-08 0 %100 168 KM18 Y 0.269 0.269 0 %100 169 M221 X -6.92e-08 -6.92e-08 0 %100 170 M221 Y 0.305 0.305 0 %100 171 M222 X -6.92e-08 -6.92e-08 0 %100 172 M222 Y 0.305 0.305 0 %100 173 M227 X -7.247e-08 -7.247e-08 0 %100 174 M227 Y 0.32 0.32 0 %100 175 M228 X -1.616e-07 -1.616e-07 0 %100 176 M228 Y 0.713 0.713 0 %100 177 M233A X -1.616e-07 -1.616e-07 0 %100 178 M233A Y 0.713 0.713 0 %100 11791 M234A X -7.247e-08 -7.247e-08 0 %100 11801 M234A Y 0.32 0.32 0 %100 Member Distributed Loads (BLC 17 : Structure Wind w/ Ice (120)) Member Label Direction Start Maqnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Uin, %)l End Location Uin, %)l 1 M1 X 5.152e-12 5.152e-12 0 %100 2 M1 Y 8.924e-12 8.924e-12 0 %100 3 M2 X 0.366 0.366 0 %100 4 M2 Y 0.633 0.633 0 %100 5 M3 X 0.366 0.366 0 %100 6 M3 Y 0.633 0.633 0 %100 7 M4 X 1.112 1.112 0 %100 8 M4 Y 1.927 1.927 0 %100 9 M5 X 0.278 0.278 0 %100 10 M5 Y 0.482 0.482 0 %100 11 M8 X 1.112 1.112 0 %100 12 M8 Y 1.927 1.927 0 %100 13 M9 X 0.278 0.278 0 %100 14 M9 Y 0.482 0.482 0 %100 15 M12 X 0.366 0.366 0 %100 16 M12 Y 0.633 0.633 0 %100 17 M13 X 0.366 6.366 0 %100 18 M13 Y 0.633 0.633 0 %100 19 M14 X 1.112 1.112 0 %100 20 M14 Y 1.927 1.927 0 %100 21 M15 X 0.278 0.278 0 %100 22 M15 Y 0.482 0.482 0 %100 23 M18 X 1.112 1.112 0 %100 24 M18 Y 1.927 1.927 0 %100 25 M19 X 0.278 0.278 0 %100 26 M19 Y 0.482 0.482 0 %100 27 M22 X 0.096 0.096 0 %100 28 M22 Y 0.166 0.166 0 %100 29 M23 X 0.096 0.096 0 %100 30 M23 Y 0.166 0.166 0 %100 31 M24 X 0.288 0.288 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 88 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 17 : Structure Wind w/ Ice (120)) (Continued) Member Label Direction Start Maqnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Rin, W End Location Rin, %)l 321 M24 Y 0.499 0.499 0 %100 33 M25 X 0.091 0.091 0 %100 34 M25 Y 0.158 0.158 0 %100 35 M26 X 0.091 0.091 0 %100 36 M26 Y 0.158 0.158 0 %100 37 M27 X 0.278 0.278 0 %100 38 M27 Y 0.482 0.482 0 %100 39 M28 X 0.278 0.278 0 %100 40 M28 Y 0.482 0.482 0 %100 41 M31 X 0.278 0.278 0 %100 42 M31 Y 0.482 0.482 0 %100 43 M32 X 1.112 1.112 0 %100 44 M32 Y 1.927 1.927 0 %100 45 M35 X 0.091 0.091 0 %100 46 M35 Y 0.158 0.158 0 %100 47 M36 X 0.091 0.091 0 %100 48 M36 Y 0.158 0.158 0 %100 49 M37 X 0.278 0.278 0 %100 50 M37 Y 0.482 0.482 0 %100 51 M38 X 0.278 0.278 0 %100 52 M38 Y 0.482 0.482 0 %100 53 M41 X 0.278 0.278 0 %100 54 M41 Y 0.482 0.482 0 %100 55 M42 X 1.112 1.112 0 %100 56 M42 Y 1.927 1.927 0 %100 57 M45 X 0.078 0.078 0 %100 58 M45 Y 0.135 0.135 0 %100 59 M46 X 0.347 0.347 0 %100 60 M46 Y 0.601 0.601 0 %100 61 M47 X 0.288 0.288 0 %100 62 M47 Y 0.499 0.499 0 %100 63 M48 X 0.091 0.091 0 %100 64 M48 Y 0.158 0.158 0 %100 65 M49 X 0.091 0.091 0 %100 66 M49 Y 0.158 0.158 0 %100 67 M50 X 0.278 0.278 0 %100 68 M50 Y 0.482 0.482 0 %100 69 M51 X 1.112 1.112 0 %100 70 M51 Y 1.927 1.927 0 %100 71 M54 X 0.278 0.278 0 %100 72 M54 Y 0.482 0.482 0 %100 73 M55 X 0.278 0.278 0 %100 74 M55 Y 0.482 0.482 0 %100 75 M58 X 0.091 0.091 0 %100 76 M58 Y 0.158 0.158 0 %100 77 M59 X 0.091 0.091 0 %100 78 M59 Y 0.158 0.158 0 %100 79 M60 X 0.278 0.278 0 %100 80 M60 Y 0.482 0.482 0 %100 81 M61 X 1.112 1.112 0 %100 82 M61 Y 1.927 1.927 0 %100 83 M64 X 0.278 0.278 0 %100 84 M64 Y 0.482 0.482 0 %100 85 M65 X 0.278 0.278 0 %100 86 M65 Y 0.482 0.482 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 89 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 17 : Structure Wind w/ Ice (120)) (Continued) Member Label Direction Start Maqnitude fib/ft, F, psf, lb-ft/inj End Maqnitude flb/ft, F, psf, lb-ft/inj Start Location [(in, %)1 End Location f(in, %)1 871 M68 X 0.347 0.347 0 %100 88 M68 Y 0.601 0.601 0 %100 89 M69 X 0.078 0.078 0 %100 90 M69 Y 0.135 0.135 0 %100 91 M72 X 0.777 0.777 0 %100 92 M72 Y 1.346 1.346 0 %100 93 M75 X 0.194 0.194 0 %100 94 M75 Y 0.337 0.337 0 %100 95 M78 X 0.194 0.194 0 %100 96 M78 Y 0.337 0.337 0 %100 97 M90 X 0.627 0.627 0 %100 98 M90 Y 1.086 1.086 0 %100 99 M91 X 0.627 0.627 0 %100 100 M91 Y 1.086 1.086 0 %100 101 M92 X 0.627 0.627 0 %100 102 M92 Y 1.086 1.086 0 %100 103 M93 X 0.627 0.627 0 %100 104 M93 Y 1.086 1.086 0 %100 105 M94 X 0.627 0.627 0 %100 106 M94 Y 1.086 1.086 0 %100 107 M100 X 0.157 0.157 0 %100 108 M100 Y 0.271 0.271 0 %100 109 M106 X 0.627 0.627 0 %100 110 M106 Y 1.086 1.086 0 %100 111 M107 X 0.627 0.627 0 %100 112 M107 Y 1.086 1.086 0 %100 113 M108 X 0.627 0.627 0 %100 114 M108 Y 1.086 1.086 0 %100 115 M109 X 0.627 0.627 0 %100 116 M109 Y 1.086 1.086 0 %100 117 M110 X 0.627 0.627 0 %100 118 M110 Y 1.086 1.086 0 %100 119 M116 X 0.157 0.157 0 %100 120 M116 Y 0.271 0.271 0 %100 121 M122 X 0.627 0.627 0 %100 122 M122 Y 1.086 1.086 0 %100 123 M123 X 0.627 0.627 0 %100 124 M123 Y 1.086 1.086 0 %100 125 M124 X 0.627 0.627 0 %100 126 M124 Y 1.086 1.086 0 %100 127 M125 X 0.627 0.627 0 %100 128 M125 Y 1.086 1.086 0 %100 129 M126 X 0.627 0.627 0 %100 130 M126 Y 1.086 1.086 0 %100 131 M132 X 0.627 0.627 0 %100 132 M132 Y 1.086 1.086 0 %100 133 M139 X 0.278 0.278 0 %100 134 M139 Y 0.481 0.481 0 %100 135 M140 X 0.278 0.278 0 %100 136 M140 Y 0.481 0.481 0 %100 137 M141 X 0.278 0.278 0 %100 138 M141 Y 0.481 0.481 0 %100 139 M142 X 0.278 0.278 0 %100 140 M142 Y 0.481 0.481 0 %100 141 M143 X 1.112 1.112 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 90 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 17 : Structure Wind w/ Ice (120)) (Continued) Member Label Direction Start Maqnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Rin, W End Location Rin, %)l 1421 M143 Y 1.925 1.925 0 %100 143 M144 X 1.112 1.112 0 %100 144 M144 Y 1.925 1.925 0 %100 145 M145 X 1.112 1.112 0 %100 146 M145 Y 1.925 1.925 0 %100 147 M146 X 0.278 0.278 0 %100 148 M146 Y 0.481 0.481 0 %100 149 M147 X 0.278 0.278 0 %100 150 M147 Y 0.481 0.481 0 %100 151 M154 X 0.157 0.157 0 %100 152 M154 Y 0.271 0.271 0 %100 153 M155 X 0.627 0.627 0 %100 154 M155 Y 1.086 1.086 0 %100 155 M156 X 0.157 0.157 0 %100 156 M156 Y 0.271 0.271 0 %100 157 KM5 X 0.282 0.282 0 %100 158 KM5 Y 0.489 0.489 0 %100 159 KM6 X 0.282 0.282 0 %100 160 KM6 Y 0.489 0.489 0 %100 161 KM11 X 0.282 0.282 0 %100 162 KM11 Y 0.489 0.489 0 %100 163 KM12 X 0.282 0.282 0 %100 164 KM12 Y 0.489 0.489 0 %100 165 KM17 X 0.06 0.06 0 %100 166 KM 17 Y 0.104 0.104 0 %100 167 KM18 X 0.06 0.06 0 %100 168 KM18 Y 0.104 0.104 0 %100 169 M221 X 0.286 0.286 0 %100 170 M221 Y 0.495 0.495 0 %100 171 M222 X 0.089 0.089 0 %100 172 M222 Y 0.155 0.155 0 %100 173 M227 X 0.089 0.089 0 %100 174 M227 Y 0.155 0.155 0 %100 175 M228 X 0.286 0.286 0 %100 176 M228 Y 0.495 0.495 0 %100 177 M233A X 0.293 0.293 0 %100 178 M233A Y 0.508 0.508 0 %100 1791 M234A X 0.293 0.293 0 %100 1801 M234A Y 0.508 0.508 0 %100 Member Distributed Loads (BLC 18 : Structure Wind w/ Ice (135)) Member Label Direction Start Maqnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Hin, W End Location Rin, %)l 1 M1 X 0.036 0.036 0 %100 2 M1 Y 0.036 0.036 0 %100 3 M2 X 0.482 0.482 0 %100 4 M2 Y 0.482 0.482 0 %100 5 M3 X 0.482 0.482 0 %100 6 M3 Y 0.482 0.482 0 %100 7 M4 X 1.468 1.468 0 %100 8 M4 Y 1.468 1.468 0 %100 9 M5 X 0.787 0.787 0 %100 10 M5 Y 0.787 0.787 0 %100 11 M8 X 1.468 1.468 0 %100 12 M8 Y 1.468 1.468 0 %100 13 M9 X 0.105 0.105 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 91 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 18 : Structure Wind w/ Ice (135)) (Continued) Member Label Direction Start Maqnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Rin, W End Location Rin, %)l 141 M9 Y 0.105 0.105 0 %100 15 M12 X 0.482 0.482 0 %100 16 M12 Y 0.482 0.482 0 %100 17 M13 X 0.482 0.482 0 %100 18 M13 Y 0.482 0.482 0 %100 19 M14 X 1.468 1.468 0 %100 20 M14 Y 1.468 1.468 0 %100 21 M15 X 0.787 0.787 0 %100 22 M15 Y 0.787 0.787 0 %100 23 M18 X 1.468 1.468 0 %100 24 M18 Y 1.468 1.468 0 %100 25 M19 X 0.105 0.105 0 %100 26 M19 Y 0.105 0.105 0 %100 27 M22 X 0.26 0.26 0 %100 28 M22 Y 0.26 0.26 0 %100 29 M23 X 0.04 0.04 0 %100 30 M23 Y 0.04 0.04 0 %100 31 M24 X 0.272 0.272 0 %100 32 M24 Y 0.272 0.272 0 %100 33 M25 X 0.259 0.259 0 %100 34 M25 Y 0.259 0.259 0 %100 35 M26 X 0.259 0.259 0 %100 36 M26 Y 0.259 0.259 0 %100 37 M27 X 0.787 0.787 0 %100 38 M27 Y 0.787 0.787 0 %100 39 M28 X 0.106 0.106 0 %100 40 M28 Y 0.106 0.106 0 %100 41 M31 X 0.787 0.787 0 %100 42 M31 Y 0.787 0.787 0 %100 43 M32 X 1.468 1.468 0 %100 44 M32 Y 1.468 1.468 0 %100 45 M35 X 0.259 0.259 0 %100 46 M35 Y 0.259 0.259 0 %100 47 M36 X 0.259 0.259 0 %100 48 M36 Y 0.259 0.259 0 %100 49 M37 X 0.787 0.787 0 %100 50 M37 Y 0.787 0.787 0 %100 51 M38 X 0.105 0.105 0 %100 52 M38 Y 0.105 0.105 0 %100 53 M41 X 0.787 0.787 0 %100 54 M41 Y 0.787 0.787 0 %100 55 M42 X 1.468 1.468 0 %100 56 M42 Y 1.468 1.468 0 %100 57 M45 X 0.026 0.026 0 %100 58 M45 Y 0.026 0.026 0 %100 59 M46 X 0.465 0.465 0 %100 60 M46 Y 0.465 0.465 0 %100 61 M47 X 0.507 0.507 0 %100 62 M47 Y 0.507 0.507 0 %100 63 M48 X 0.035 6.035 0 %100 64 M48 Y 0.035 0.035 0 %100 65 M49 X 0.035 0.035 0 %100 66 M49 Y 0.035 0.035 0 %100 67 M50 X 0.105 0.105 0 %100 68 M50 Y 0.105 0.105 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 92 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 18 : Structure Wind w/ Ice (135)) (Continued) Member Label Direction Start Maqnitude fib/ft, F, psf, lb-ft/inj End Maqnitude flb/ft, F, psf, lb-ft/inj Start Location [(in, %)1 End Location f(in, %)1 691 M51 X 1.468 1.468 0 %100 70 M51 Y 1.468 1.468 0 %100 71 M54 X 0.105 0.105 0 %100 72 M54 Y 0.105 0.105 0 %100 73 M55 X 0.787 0.787 0 %100 74 M55 Y 0.787 0.787 0 %100 75 M58 X 0.035 0.035 0 %100 76 M58 Y 0.035 0.035 0 %100 77 M59 X 0.035 0.035 0 %100 78 M59 Y 0.035 0.035 0 %100 79 M60 X 0.105 0.105 0 %100 80 M60 Y 0.105 0.105 0 %100 81 M61 X 1.468 1.468 0 %100 82 M61 Y 1.468 1.468 0 %100 83 M64 X 0.105 0.105 0 %100 84 M64 Y 0.105 0.105 0 %100 85 M65 X 0.787 0.787 0 %100 86 M65 Y 0.787 0.787 0 %100 87 M68 X 0.45 0.45 0 %100 88 M68 Y 0.45 0.45 0 %100 89 M69 X 0.231 0.231 0 %100 90 M69 Y 0.231 0.231 0 %100 91 M72 X 1.025 1.025 0 %100 92 M72 Y 1.025 1.025 0 %100 93 M75 X 0.55 0.55 0 %100 94 M75 Y 0.55 0.55 0 %100 95 M78 X 0.074 0.074 0 %100 96 M78 Y 0.074 0.074 0 %100 97 M90 X 0.887 0.887 0 %100 98 M90 Y 0.887 0.887 0 %100 99 M91 X 0.887 0.887 0 %100 100 M91 Y 0.887 0.887 0 %100 101 M92 X 0.887 0.887 0 %100 102 M92 Y 0.887 0.887 0 %100 103 M93 X 0.887 0.887 0 %100 104 M93 Y 0.887 0.887 0 %100 105 M94 X 0.887 0.887 0 %100 106 M94 Y 0.887 0.887 0 %100 107 M100 X 0.443 0.443 0 %100 108 M100 Y 0.443 0.443 0 %100 109 M106 X 0.887 0.887 0 %100 110 M106 Y 0.887 0.887 0 %100 111 M107 X 0.887 0.887 0 %100 112 M107 Y 0.887 0.887 0 %100 113 M108 X 0.887 0.887 0 %100 114 M108 Y 0.887 0.887 0 %100 115 M109 X 0.887 0.887 0 %100 116 M109 Y 0.887 0.887 0 %100 117 M110 X 0.887 0.887 0 %100 118 M110 Y 0.887 0.887 0 %100 119 M116 X 0.059 0.059 0 %100 120 M116 Y 0.059 0.059 0 %100 121 M122 X 0.887 0.887 0 %100 122 M122 Y 0.887 0.887 0 %100 123 M123 X 0.887 0.887 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 93 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 18 : Structure Wind w/ Ice (135)) (Continued) Member Label Direction Start Maqnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Rin, W End Location Rin, %)l 1241 M123 Y 0.887 0.887 0 %100 125 M124 X 0.887 0.887 0 %100 126 M124 Y 0.887 0.887 0 %100 127 M125 X 0.887 0.887 0 %100 128 M125 Y 0.887 0.887 0 %100 129 M126 X 0.887 0.887 0 %100 130 M126 Y 0.887 0.887 0 %100 131 M132 X 0.827 0.827 0 %100 132 M132 Y 0.827 0.827 0 %100 133 M139 X 0.786 0.786 0 %100 134 M139 Y 0.786 0.786 0 %100 135 M140 X 0.786 0.786 0 %100 136 M140 Y 0.786 0.786 0 %100 137 M141 X 0.105 0.105 0 %100 138 M141 Y 0.105 0.105 0 %100 139 M142 X 0.105 0.105 0 %100 140 M142 Y 0.105 0.105 0 %100 141 M143 X 1.467 1.467 0 %100 142 M143 Y 1.467 1.467 0 %100 143 M144 X 1.467 1.467 0 %100 144 M144 Y 1.467 1.467 0 %100 145 M145 X 1.467 1.467 0 %100 146 M145 Y 1.467 1.467 0 %100 147 M146 X 0.786 0.786 0 %100 148 M146 Y 0.786 0.786 0 %100 149 M147 X 0.105 0.105 0 %100 150 M147 Y 0.105 0.105 0 %100 151 M154 X 0.059 0.059 0 %100 152 M154 Y 0.059 0.059 0 %100 153 M155 X 0.827 0.827 0 %100 154 M155 Y 0.827 0.827 0 %100 155 M156 X 0.443 0.443 0 %100 156 M156 Y 0.443 0.443 0 %100 157 KM5 X 0.295 0.295 0 %100 158 KM5 Y 0.295 0.295 0 %100 159 KM6 X 0.295 0.295 0 %100 160 KM6 Y 0.295 0.295 0 %100 161 KM11 X 0.476 0.476 0 %100 162 KM11 Y 0.476 0.476 0 %100 163 KM12 X 0.476 0.476 0 %100 164 KM12 Y 0.476 0.476 0 %100 165 KM17 X 0.113 0.113 0 %100 166 KM17 Y 0.113 0.113 0 %100 167 KM18 X 0.113 0.113 0 %100 168 KM18 Y 0.113 0.113 0 %100 169 M221 X 0.476 0.476 0 %100 170 M221 Y 0.476 0.476 0 %100 171 M222 X 0.155 0.155 0 %100 172 M222 Y 0.155 0.155 0 %100 173 M227 X 0.149 0.149 0 %100 174 M227 Y 0.149 0.149 0 %100 175 M228 X 0.309 0.309 0 %100 176 M228 Y 0.309 0.309 0 %100 177 M233A X 0.321 0.321 0 %100 178 M233A Y 0.321 0.321 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 94 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 18 : Structure Wind w/ Ice (135)) (Continued) Member Label Direction Start Maanitude rib/ft. F. nsf. lb-ft/inl End Magnitude rlb/ft. F. osf. lb-ft/inl Start Location r(in. %)1 End Location r(in. %)1 11791 M234A I X 1 0.481 1 0.481 1 0 1 %100 Member Distributed Loads (BLC 19 : Structure Wind w/ Ice (150)) Member Label Direction Start Magnitude Ib/ft, F, psf, lb-ft/in End Magnitude Ib/ft, F, psf, lb-ft/in Start Location in, % End Location in, 1 M1 X 0.166 0.166 0 %100 2 M1 Y 0.096 0.096 0 %100 3 M2 X 0.475 0.475 0 %100 4 M2 Y 0.274 0.274 0 %100 5 M3 X 0.475 0.475 0 %100 6 M3 Y 0.274 0.274 0 %100 7 M4 X 1.445 1.445 0 %100 8 M4 Y 0.834 0.834 0 %100 9 M5 X 1.445 1.445 0 %100 10 M5 Y 0.834 0.834 0 %100 11 M8 X 1.445 1.445 0 %100 12 M8 Y 0.834 0.834 0 %100 13 M9 X 2.926e-10 2.926e-10 0 %100 14 M9 Y 1.69e-10 1.69e-10 0 %100 15 M12 X 0.475 0.475 0 %100 16 M12 Y 0.274 0.274 0 %100 17 M13 X 0.475 0.475 0 %100 18 M13 Y 0.274 0.274 0 %100 19 M14 X 1.445 1.445 0 %100 20 M14 Y 0.834 0.834 0 %100 21 M15 X 1.445 1.445 0 %100 22 M15 Y 0.834 0.834 0 %100 23 M18 X 1.445 1.445 0 %100 24 M18 Y 0.834 0.834 0 %100 25 M19 X 2.926e-10 2.926e-10 0 %100 26 M19 Y 1.69e-10 1.69e-10 0 %100 27 M22 X 0.466 0.466 0 %100 28 M22 Y 0.269 0.269 0 %100 29 M23 X 0.0005041 0.0005041 0 %100 30 M23 Y 0.0002911 0.0002911 0 %100 31 M24 X 0.166 0.166 0 %100 32 M24 Y 0.096 0.096 0 %100 33 M25 X 0.475 0.475 0 %100 34 M25 Y 0.274 0.274 0 %100 35 M26 X 0.475 0.475 0 %100 36 M26 Y 0.274 0.274 0 %100 37 M27 X 1.445 1.445 0 %100 38 M27 Y 0.834 0.834 0 %100 39 M28 X 1.472e-07 1.472e-07 0 %100 40 M28 Y 8.499e-08 8.499e-08 0 %100 41 M31 X 1.445 1.445 0 %100 42 M31 Y 0.834 0.834 0 %100 43 M32 X 1.445 1.445 0 %100 44 M32 Y 0.834 0.834 0 %100 45 M35 X 0.475 0.475 0 %100 46 M35 Y 0.274 0.274 0 %100 47 M36 X 0.475 0.475 0 %100 48 M36 Y 0.274 0.274 0 %100 49 M37 X 1.445 1.445 0 %100 50 M37 Y 0.834 0.834 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 95 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 19 : Structure Wind w/ Ice (150)) (Continued) Member Label Direction Start Maqnitude fib/ft, F, psf, lb-ft/inj End Maqnitude flb/ft, F, psf, lb-ft/inj Start Location [(in, %)1 End Location f(in, %)1 51 M38 X 2.926e-10 2.926e-10 0 61"100 52 M38 Y 1.69e-10 1.69e-10 0 %100 53 M41 X 1.445 1.445 0 %100 54 M41 Y 0.834 0.834 0 %100 55 M42 X 1.445 1.445 0 %100 56 M42 Y 0.834 0.834 0 %100 57 M45 X 0.0005035 0.0005035 0 %100 58 M45 Y 0.0002907 0.0002907 0 %100 59 M46 X 0.466 0.466 0 %100 60 M46 Y 0.269 0.269 0 %100 61 M47 X 0.665 0.665 0 %100 62 M47 Y 0.384 0.384 0 %100 63 M48 X 9.618e-11 9.618e-11 0 %100 64 M48 Y 5.553e-11 5.553e-11 0 %100 65 M49 X 9.618e-11 9.618e-11 0 %100 66 M49 Y 5.553e-11 5.553e-11 0 %100 67 M50 X 2.926e-10 2.926e-10 0 %100 68 M50 Y 1.69e-10 1.69e-10 0 %100 69 M51 X 1.445 1.445 0 %100 70 M51 Y 0.834 0.834 0 %100 71 M54 X 2.926e-10 2.926e-10 0 %100 72 M54 Y 1.69e-10 1.69e-10 0 %100 73 M55 X 1.445 1.445 0 %100 74 M55 Y 0.834 0.834 0 %100 75 M58 X 1.194e-11 1.194e-11 0 %100 76 M58 Y 6.895e-12 6.895e-12 0 %100 77 M59 X 1.194e-11 1.194e-11 0 %100 78 M59 Y 6.895e-12 6.895e-12 0 %100 79 M60 X 2.926e-10 2.926e-10 0 %100 80 M60 Y 1.69e-10 1.69e-10 0 %100 81 M61 X 1.445 1.445 0 %100 82 M61 Y 0.834 0.834 0 %100 83 M64 X 2.926e-10 2.926e-10 0 %100 84 M64 Y 1.69e-10 1.69e-10 0 %100 85 M65 X 1.445 1.445 0 %100 86 M65 Y 0.834 0.834 0 %100 87 M68 X 0.436 0.436 0 %100 88 M68 Y 0.251 0.251 0 %100 89 M69 X 0.436 0.436 0 %100 90 M69 Y 0.251 0.251 0 %100 91 M72 X 1.01 1.01 0 %100 92 M72 Y 0.583 0.583 0 %100 93 M75 X 1.01 1.01 0 %100 94 M75 Y 0.583 0.583 0 %100 95 M78 X 1.372e-12 1.372e-12 0 %100 96 M78 Y 7.919e-13 7.919e-13 0 %100 97 M90 X 1.086 1.086 0 %100 98 M90 Y 0.627 0.627 0 %100 99 M91 X 1.086 1.086 0 %100 100 M91 Y 0.627 0.627 0 %100 101 M92 X 1.086 1.086 0 %100 102 M92 Y 0.627 0.627 0 %100 103 M93 X 1.086 1.086 0 %100 104 M93 Y 0.627 0.627 0 %100 105 M94 X 1.086 1.086 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 96 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 19 : Structure Wind w/ Ice (150)) (Continued) Member Label Direction Start Maqnitude rlb/ft, F, psf, lb-ft/inl End Maqnitude rlb/ft, F, psf, lb-ft/inl Start Location Rin, W End Location Rin, %)l 1061 M94 Y 0.627 0.627 0 %100 107 M100 X 0.814 0.814 0 %100 108 M100 Y 0.47 0.47 0 %100 109 M106 X 1.086 1.086 0 %100 110 M106 Y 0.627 0.627 0 %100 111 M107 X 1.086 1.086 0 %100 112 M107 Y 0.627 0.627 0 %100 113 M108 X 1.086 1.086 0 %100 114 M108 Y 0.627 0.627 0 %100 115 M109 X 1.086 1.086 0 %100 116 M109 Y 0.627 0.627 0 %100 117 M110 X 1.086 1.086 0 %100 118 M110 Y 0.627 0.627 0 %100 119 M116 X 7.475e-13 7.475e-13 0 %100 120 M116 Y 4.316e-13 4.316e-13 0 %100 121 M122 X 1.086 1.086 0 %100 122 M122 Y 0.627 0.627 0 %100 123 M123 X 1.086 1.086 0 %100 124 M123 Y 0.627 0.627 0 %100 125 M124 X 1.086 1.086 0 %100 126 M124 Y 0.627 0.627 0 %100 127 M125 X 1.086 1.086 0 %100 128 M125 Y 0.627 0.627 0 %100 129 M126 X 1.086 1.086 0 %100 130 M126 Y 0.627 0.627 0 %100 131 M132 X 0.814 0.814 0 %100 132 M132 Y 0.47 0.47 0 %100 133 M139 X 1.444 1.444 0 %100 134 M139 Y 0.834 0.834 0 %100 135 M140 X 1.444 1.444 0 %100 136 M140 Y 0.834 0.834 0 %100 137 M 141 X 2.751 e-13 2.751 e-13 0 %100 138 M141 Y 1.588e-13 1.588e-13 0 %100 139 M 142 X 2.751 e-13 2.751 e-13 0 %100 140 M142 Y 1.588e-13 1.588e-13 0 %100 141 M143 X 1.444 1.444 0 %100 142 M143 Y 0.834 0.834 0 %100 143 M144 X 1.444 1.444 0 %100 144 M144 Y 0.834 0.834 0 %100 145 M145 X 1.444 1.444 0 %100 146 M145 Y 0.834 0.834 0 %100 147 M146 X 1.444 1.444 0 %100 148 M146 Y 0.834 0.834 0 %100 149 M 147 X 2.751 e-13 2.751 e-13 0 %100 150 M147 Y 1.588e-13 1.588e-13 0 %100 151 M154 X 1.552e-13 1.552e-13 0 %100 152 M154 Y 8.958e-14 8.958e-14 0 %100 153 M155 X 0.814 0.814 0 %100 154 M155 Y 0.47 0.47 0 %100 155 M156 X 0.814 0.814 0 %100 156 M156 Y 0.47 0.47 0 %100 157 KM5 X 0.233 0.233 0 %100 158 KM5 Y 0.134 0.134 0 %100 159 KM6 X 0.233 0.233 0 %100 160 KM6 Y 0.134 0.134 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 97 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 19: Structure Wind w/ Ice (150)) (Continued) Mamhar I nhal nirartinn Start Mannitiirla rlh/ft F nsf Ih-ft/inl Fnr1 Mannitiirla rlh/ft F ncf Ih-ft/inl Start I ncatinn r(in %11 Fnr1 I ncatinn r(in %11 161 KM11 X 0.617 0.617 0 %100 162 KM 11 Y 0.356 0.356 0 %100 163 KM12 X 0.617 0.617 0 %100 164 KM 12 Y 0.356 0.356 0 %100 165 KM17 X 0.233 0.233 0 %100 166 KM17 Y 0.134 0.134 0 %100 167 KM18 X 0.233 0.233 0 %100 168 KM18 Y 0.134 0.134 0 %100 169 M221 X 0.617 0.617 0 %100 170 M221 Y 0.356 0.356 0 %100 171 M222 X 0.277 0.277 0 %100 172 M222 Y 0.16 0.16 0 %100 173 M227 X 0.264 0.264 0 %100 174 M227 Y 0.153 0.153 0 %100 175 M228 X 0.264 0.264 0 %100 176 M228 Y 0.153 0.153 0 %100 177 M233A X 0.277 0.277 0 %100 178 M233A Y 0.16 0.16 0 %100 11791 M234A X 0.617 0.617 0 %100 11801 M234A Y 0.356 0.356 0 %100 Member Distributed Loads (BLC 36 : Seismic X) Memher I ahelnirectinnStart Manniturle rlh/ft F nsf Ih-ft/in1Fnrl Mannitwip rlh/ft F nsf Ih-ft/inlStart I ncatinn r(in %)1Fnd I ncatinn r(in %11 1 M1 X 4.889 4.889 0 %100 2 M2 X 1.581 1.581 0 %100 3 M3 X 1.581 1.581 0 %100 4 M4 X 3.264 3.264 0 %100 5 M5 X 3.264 3.264 0 %100 6 M8 X 3.264 3.264 0 %100 7 M9 X 3.264 3.264 0 %100 8 M12 X 1.581 1.581 0 %100 9 M13 X 1.581 1.581 0 %100 10 M14 X 3.264 3.264 0 %100 11 M15 X 3.264 3.264 0 %100 12 M 18 X 3.264 3.264 0 %100 13 M19 X 3.264 3.264 0 %100 14 M22 X 1.047 1.047 0 %100 15 M23 X 1.047 1.047 0 %100 16 M24 X 4.889 4.889 0 %100 17 M25 X 1.581 1.581 0 %100 18 M26 X 1.581 1.581 0 %100 19 M27 X 3.264 3.264 0 %100 20 M28 X 3.264 3.264 0 %100 21 M31 X 3.264 3.264 0 %100 22 M32 X 3.264 3.264 0 %100 23 M35 X 1.581 1.581 0 %100 24 M36 X 1.581 1.581 0 %100 25 M37 X 3.264 3.264 0 %100 26 M38 X 3.264 3.264 0 %100 27 M41 X 3.264 3.264 0 %100 28 M42 X 3.264 3.264 0 %100 29 M45 X 1.047 1.047 0 %100 30 M46 X 1.047 1.047 0 %100 1311 M47 X 4.889 4.889 0 %100 1321 M48 X 1.581 1.581 0 %100 RISA-3D Version 19 [ 842250.r3d ] Page 98 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 36 : Seismic X) (Continued) Member Label D i rection Start Magnitude [lb/ft, F, psf, Ib-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 331 M49 X 1.581 1.581 0 %100 34 M50 X 3.264 3.264 0 %100 35 M51 X 3.264 3.264 0 %100 36 M54 X 3.264 3.264 0 %100 37 M55 X 3.264 3.264 0 %100 38 M58 X 1.581 1.581 0 %100 39 M59 X 1.581 1.581 0 %100 40 M60 X 3.264 3.264 0 %100 41 M61 X 3.264 3.264 0 %100 42 M64 X 3.264 3.264 0 %100 43 M65 X 3.264 3.264 0 %100 44 M68 X 1.047 1.047 0 %100 45 M69 X 1.047 1.047 0 %100 46 M72 X 3.003 3.003 0 %100 47 M75 X 3.003 3.003 0 %100 48 M78 X 3.003 3.003 0 %100 49 M90 X 1.48 1.48 0 %100 50 M91 X 1.48 1.48 0 %100 51 M92 X 1.48 1.48 0 %100 52 M93 X 1.48 1.48 0 %100 53 M94 X 1.48 1.48 0 %100 54 M100 X 1.48 1.48 0 %100 55 M106 X 1.48 1.48 0 %100 56 M107 X 1.48 1.48 0 %100 57 M108 X 1.48 1.48 0 %100 58 M109 X 1.48 1.48 0 %100 59 M110 X 1.48 1.48 0 %100 60 M116 X 1.48 1.48 0 %100 61 M122 X 1.48 1.48 0 %100 62 M123 X 1.48 1.48 0 %100 63 M124 X 1.48 1.48 0 %100 64 M125 X 1.48 1.48 0 %100 65 M126 X 1.48 1.48 0 %100 66 M132 X 1.48 1.48 0 %100 67 M139 X 2.176 2.176 0 %100 68 M 140 X 2.176 2.176 0 %100 69 M141 X 2.176 2.176 0 %100 70 M 142 X 2.176 2.176 0 %100 71 M143 X 2.176 2.176 0 %100 72 M144 X 2.176 2.176 0 %100 73 M145 X 2.176 2.176 0 %100 74 M146 X 2.176 2.176 0 %100 75 M147 X 2.176 2.176 0 %100 76 M154 X 1.48 1.48 0 %100 77 M155 X 1.48 1.48 0 %100 78 M 156 X 1.48 1.48 0 %100 79 KM5 X 1.307 1.307 0 %100 80 KM6 X 1.307 1.307 0 %100 81 KM11 X 1.307 1.307 0 %100 82 KM12 X 1.307 1.307 0 %100 83 KM17 X 1.307 1.307 0 %100 84 KM18 X 1.307 1.307 0 %100 85 M221 X 1.726 1.726 0 %100 86 M222 X 1.726 1.726 0 %100 87 M227 X 1.726 1.726 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 99 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 36 : Seismic X) (Continued) Member Label Direction Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1881 M228 I X 1.726 1.726 0 %100 1891 M233A I X 1 1.726 1.726 0 %100 1901 M234A I X 1 1.726 1.726 0 %100 Member Distributed Loads (BLC 37 : Seismic 1) Member Label Direction Start Magnitude [lb/ft, F, psf, Ib-ft/in]End Magnitude [Ib/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 1 M1 Y 4.889 4.889 0 %100 2 M2 Y 1.581 1.581 0 %100 3 M3 Y 1.581 1.581 0 %100 4 M4 Y 3.264 3.264 0 %100 5 M5 Y 3.264 3.264 0 %100 6 M8 Y 3.264 3.264 0 %100 7 M9 Y 3.264 3.264 0 %100 8 M12 Y 1.581 1.581 0 %100 9 M13 Y 1.581 1.581 0 %100 10 M14 Y 3.264 3.264 0 %100 11 M15 Y 3.264 3.264 0 %100 12 M18 Y 3.264 3.264 0 %100 13 M19 Y 3.264 3.264 0 %100 14 M22 Y 1.047 1.047 0 %100 15 M23 Y 1.047 1.047 0 %100 16 M24 Y 4.889 4.889 0 %100 17 M25 Y 1.581 1.581 0 %100 18 M26 Y 1.581 1.581 0 %100 19 M27 Y 3.264 3.264 0 %100 20 M28 Y 3.264 3.264 0 %100 21 M31 Y 3.264 3.264 0 %100 22 M32 Y 3.264 3.264 0 %100 23 M35 Y 1.581 1.581 0 %100 24 M36 Y 1.581 1.581 0 %100 25 M37 Y 3.264 3.264 0 %100 26 M38 Y 3.264 3.264 0 %100 27 M41 Y 3.264 3.264 0 %100 28 M42 Y 3.264 3.264 0 %100 29 M45 Y 1.047 1.047 0 %100 30 M46 Y 1.047 1.047 0 %100 31 M47 Y 4.889 4.889 0 %100 32 M48 Y 1.581 1.581 0 %100 33 M49 Y 1.581 1.581 0 %100 34 M50 Y 3.264 3.264 0 %100 35 M51 Y 3.264 3.264 0 %100 36 M54 Y 3.264 3.264 0 %100 37 M55 Y 3.264 3.264 0 %100 38 M58 Y 1.581 1.581 0 %100 39 M59 Y 1.581 1.581 0 %100 40 M60 Y 3.264 3.264 0 %100 41 M61 Y 3.264 3.264 0 %100 42 M64 Y 3.264 3.264 0 %100 43 M65 Y 3.264 3.264 0 %100 44 M68 Y 1.047 1.047 0 %100 45 M69 Y 1.047 1.047 0 %100 46 M72 Y 3.003 3.003 0 %100 47 M75 Y 3.003 3.003 0 %100 48 M78 Y 3.003 3.003 0 %100 49 M90 Y 1.48 1.48 0 %100 RISA-31D Version 19 [ 842250.r3d ] Page 100 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Member Distributed Loads (BLC 37 : Seismic Y) (Continued) Member Label Direction Start Magnitude [lb/ft, F, psf, lb-ft/in]End Magnitude [lb/ft, F, psf, lb-ft/in]Start Location [(in, %)]End Location [(in, %)] 501 M91 Y 1.48 1.48 0 %100 51 M92 Y 1.48 1.48 0 %100 52 M93 Y 1.48 1.48 0 %100 53 M94 Y 1.48 1.48 0 %100 54 M100 Y 1.48 1.48 0 %100 55 M106 Y 1.48 1.48 0 %100 56 M 107 Y 1.48 1.48 0 %100 57 M108 Y 1.48 1.48 0 %100 58 M109 Y 1.48 1.48 0 %100 59 M110 Y 1.48 1.48 0 %100 60 M116 Y 1.48 1.48 0 %100 61 M122 Y 1.48 1.48 0 %100 62 M 123 Y 1.48 1.48 0 %100 63 M124 Y 1.48 1.48 0 %100 64 M125 Y 1.48 1.48 0 %100 65 M126 Y 1.48 1.48 0 %100 66 M132 Y 1.48 1.48 0 %100 67 M139 Y 2.176 2.176 0 %100 68 M140 Y 2.176 2.176 0 %100 69 M141 Y 2.176 2.176 0 %100 70 M 142 Y 2.176 2.176 0 %100 71 M143 Y 2.176 2.176 0 %100 72 M 144 Y 2.176 2.176 0 %100 73 M145 Y 2.176 2.176 0 %100 74 M146 Y 2.176 2.176 0 %100 75 M147 Y 2.176 2.176 0 %100 76 M 154 Y 1.48 1.48 0 %100 77 M155 Y 1.48 1.48 0 %100 78 M156 Y 1.48 1.48 0 %100 79 KM5 Y 1.307 1.307 0 %100 80 KM6 Y 1.307 1.307 0 %100 81 KM11 Y 1.307 1.307 0 %100 82 KM12 Y 1.307 1.307 0 %100 83 KM17 Y 1.307 1.307 0 %100 84 KM18 Y 1.307 1.307 0 %100 85 M221 Y 1.726 1.726 0 %100 86 M222 Y 1.726 1.726 0 %100 87 M227 Y 1.726 1.726 0 %100 88 M228 Y 1.726 1.726 0 %100 89 M233A Y 1.726 1.726 0 %100 90 M234A Y 1.726 1.726 0 %100 Node Boundary Conditions Node Label X fib/in] Y [Ib/in] Z [lb/in] X Rot fk-ft/rad] Y Rot [k-ft/rad] Z Rot [k-ft/rad] 1 N20A Reaction Reaction Reaction Reaction Reaction Reaction 2 N47A Reaction Reaction Reaction Reaction Reaction Reaction 3 N74 Reaction Reaction Reaction Reaction Reaction Reaction 4 KN13 Reaction Reaction Reaction Reaction Reaction Reaction 5 KN5 Reaction Reaction Reaction Reaction Reaction Reaction 6 KN21 Reaction Reaction Reaction Reaction Reaction Reaction 7 N374 Reaction Reaction Reaction Reaction Reaction Reaction 8 N375 9 N376 1101 N377 Jill N382 I Reaction I Reaction I Reaction I Reaction I Reaction I Reaction RISA-31D Version 19 [ 842250.r3d ] Page 101 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Node Boundary Conditions (Continued) NnrlP I ahpl X rlh/inl Y rlh/inl 7 rlh/inl X Rnt rk-ft/rarll Y Rnt rk-ft/rartl 7 Rnt rk-ft/rartl 12 N383 13 N384 14 N385 15 N390 Reaction Reaction Reaction Reaction Reaction Reaction 16 N391 17 N392 1181 N393 Envelope Node Reactions Nndp I ahPI X rlhl I C Y rlhl I C 7 rlhl I C MX rlh-ftl I C MY rlh-ftl I C M7 rlh-ftl I C 1 N20A max 1448.955 16 2793.094 16 288.416 32 483.968 28 137.867 12 2548.53 12 2 min -2880.772 8 -4893.387 8 97.433 8 101.498 4 -419.464 84 -2087.886 4 3 N47A max 5694.23 3 1079.127 15 290.767 28 185.335 15 464.607 28 2549.677 7 4 min -3159.555 11 -1271.374 7 88.035 1 -291.674 7 187.902 12 -2089.073 15 5 N74 max 1692.947 6 4941.311 14 288.385 22 -52.466 18 47.966 10 2547.584 18 6 min -2796.366 14 -2651.328 6 97.412 14 -367.485 26 -546.013 130 -2088.081 10 7 KN13 max 1370.876 14 575.596 6 1255.261 14 66.777 6 46.376 6 54.498 18 8 min -332.023 6 -2374.535 14 -288.066 6 -303.986 14 -179.565 14 -46.815 10 9 KN5 max 661.197 11 48.614 15 1253.102 3 17.741 7 352.435 3 54.517 7 10 min -2737.059 3 -48.119 7 -286.58 11 -14.434 15 -80.601 11 -46.674 15 11 KN21 max 1371.109 8 2374.73 8 1255.389 8 307.54 8 34.628 16 54.538 12 12 min -332.59 16 -575.543 16 -288.173 16 -73.594 16 -173.482 8 -46.808 4 13 N374 max 1400.218 19 374.497 71 1734.511 19 80.65 71 -230.367 11 95.903 71 14 min 340.666 11 -1082.681 143 517.873 11 -231.918 143 -758.636 19 -278.962 143 15 N382 max 347.522 9 1522.539 28 1771.874 28 731.932 28 300.255 33 54.948 18 16 min -522.573 17 384.276 1 516.373 6 219.782 1 15.164 9 -188.695 10 17 N390 max -113.347 12 -120.474 3 1735.141 24 -165.438 1 476.134 21 54.806 12 18 min -1164.703 20 -990.153 28 516.676 16 -607.635 26 119.635 13 -188.781 4 191 Totals: max 5247.334 3 5247.139 15 9026.662 31 201 min -5247.367 11 -5247.173 7 3505.115 1 Envelope RISC 15TH (360-16): LRFD Member Steel Code Checks U-mhar Shane Cnrla Chock I ncrinl I C Rh, -Pr Chock I ncrinl nirI C nhi*Pnc rlhl nhi*Pnt rlhl nhi*Mn v-v rlh-ftl nhi*Mn 7a rlh-ftl Ch Fnn 1 M25 L3X3X3 0.743 11 3 0.164 11 y 3 28381.281 35316 1320.097 2905.206 1.5 1-12-1 2 M2 L3X3X3 0.735 11 8 0.162 11 8 28381.294 35316 1320.097 2905.206 1.5 1-12-1 3 M48 L3X3X3 0.735 11 14 0.165 11 13 28381.294 35316 1320.097 2905.206 1.5 1-12-1 4 M 144 PL6x1 /4 0.656 1.026 7 0.055 3 7 44374.269 48600 253.125 6075 1.377 H 1-1 b 5 M 142 P L6x1 /4 0.656 1.026 12 0.054 3 12 44374.269 48600 253.125 6075 1.377 H 1-1 b 6 M 140 PL6x1 /4 0.656 1.026 18 0.054 3 v18 44374.269 48600 253.125 6075 1.377 H 1-1 b 7 M26 L3X3X3 0.653 0 11 0.144 0 1128381.281 35316 1320.097 2833.473 1.5 1-12-1 8 M3 L3X3X3 0.653 0 17 0.146 0 y, 17 28381.294 35316 1320.097 2833.473 1.5 1-12-1 9 M49 L3X3X3 0.646 0 6 0.142 0 y 6 28381.294 35316 1320.097 2833.473 1.5 1-12-1 10 M139 PL6x1/4 0.6 1.026 12 0.056 1.026 y 12 44374.269 48600 253.125 6075 1.381 H1-1b 11 M 141 P L6x1 /4 0.6 1.026 7 0.056 1.026 7 44374.269 48600 253.125 6075 1.381 H 1-1 b 12 M 143 PL6x1 /4 0.6 1.026 18 0.056 1.026 18 44374.269 48600 253.125 6075 1.381 H 1-1 b 13 M 145 P L6x1 /4 0.488 7.104 12 0.271 7.104 12 29182.471 48600 253.125 6075 2.248 H 1-1 b 14 M 146 PL6x1 /4 0.488 7.104 7 0.272 7.104 7 29182.471 48600 253.125 6075 2.248 H 1-1 b 15 M 147 P L6x1 /4 0.488 7.104 18 0.271 7.104 18 29182.471 48600 253.125 6075 2.248 H 1-1 b 16 M92 PIPE 2.0 0.398 25.263 15 0.096 48 1514916.096 32130 1871.625 1871.625 3 H1-1b 17 M 124 PIPE 2.0 0.398 125.263 4 0.096 48 4 14916.096 32130 1871.625 1871.625 3 H 1-1 b 18 M 108 PIPE 2.0 0.398 125.263 10 0.096 48 9 14916.096 32130 1871.625 1871.625 2.483 H 1-1 b 19 M94 PIPE 2.0 0.376 7.579 15 0.162 7.579 1520866.733 32130 1871.625 1871.625 2.25 H1-1b 20 M 110 PIPE 2.0 0.376 7.579 10 0.162 7.579 10 20866.733 32130 1871.625 1871.625 2.157 H 1-1 b RISA-3D Version 19 [ 842250.r3d ] Page 102 Company Ximley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks (Continued) Member Shape Code Check Locjinj LC Shear Check Locjinj DirLC phi*Pnc jlbj phi*Pnt jlbj phi*Mn y-y Ilb-ftj phi*Mn z-z Ilb-ftj Cb Eqn 211 M 126 PIPE 2.0 0.376 7.579 4 0.163 7.579 5 20866.733 32130 1871.625 1871.625 2.329 H 1-1 b 22 M109 PIPE 2.0 0.339 7.579 18 0.071 7.579 3 20866.733 32130 1871.625 1871.625 2.3671-11-1b 23 M93 PIPE 2.0 0.339 7.579 7 0.071 7.579 8 20866.733 32130 1871.625 1871.625 2.194H1-1b 24 M125 PIPE 2.0 0.339 7.579 12 0.072 7.579 13 20866.733 32130 1871.625 1871.625 2.359 H1-lb 25 M69 L2x2x3 0.319 32.39 13 0.017 0 y 13 16239.597 23392.8 557.717 1227.091 1.5 1-12-1 26 M107 PIPE 2.0 0.315 37.895 18 0.089 78.947 12 9836.597 32130 1871.625 1871.625 3 H1-1b 27 M123 PIPE 2.0 0.315 37.895 12 0.089 78.947 7 9836.597 32130 1871.625 1871.625 2.316H1-1b 28 M91 PIPE 2.0 0.315 37.895 7 0.089 78.947 18 9836.597 32130 1871.625 1871.625 3 H1-1b 29 M46 L2x2x3 0.315 32.39 3 0.017 0 18 16239.486 23392.8 557.717 1227.089 1.5 H2-1 30 M23 L2x2x3 0.312 32.39 8 0.017 0 7 16239.358 23392.8 557.717 1227.087 1.5 H2-1 31 M45 L2x2x3 0.305 0 12 0.022 32.39 12 16239.486 23392.8 557.717 1227.089 1.5 H2-1 32 M68 L2x2x3 0.302 0 7 0.022 32.39 7 16239.358 23392.8 557.717 1227.087 1.5 1-12-1 33 M22 L2x2x3 0.302 0 18 0.022 32.39 y 17 16239.597 23392.8 557.717 1227.091 1.5 H2-1 34 M 13 L3X3X3 0.293 28 109 0.021 28 18 27031.946 35316 1320.097 2833.473 1.5 H2-1 35 M55 PL6x3/8 0.291 1.5 142 0.25 0 13 69971.41 72900 569.7 9112.5 2.486H1-1b 36 M58 L3X3X3 0.289 0 100 0.019 0 z 11827031.946 35316 1320.097 2833.473 1.5 H2-1 37 M132 PIPE 2.0 0.28 151.10517 0.136 146.526 10 4678.544 32130 1871.625 1871.625 1.454H1-1b 38 M100 PIPE 2.0 0.279 151.10512 0.136 146.526 4 4678.524 32130 1871.625 1871.625 1.348H1-1b 39 M 116 PIPE 2.0 0.279 151.105 7 0.136 146.526 15 4678.544 32130 1871.625 1871.625 1.348 H 1-1 b 40 M227 L2.5x2.5x4 0.279 41.076 28 0.016 82.152 z 12 9254.214 38556 1113.554 2079.633 1.137 1-12-1 41 M233A L2.5x2.5x4 0.271 41.076 221 0.016 82.152 z 7 9254.214 38556 1113.554 2079.633 1.137 1-12-1 42 M221 L2.5x2.5x4 0.271 41.076 321 0.016 82.152 z 18 9254.214 38556 1113.554 2079.633 1.137 1-12-1 43 M36 L3X3X3 0.254 28 281 0.021 28 12 27031.938 35316 1320.097 2833.473 1.5 1-12-1 44 M32 PL6x3/8 0.253 1.5 191 0.248 0 3 69971.536 72900 569.7 9112.5 2.593H1-1b 45 M122 PIPE 2.0 0.251 37.895 5 0.141 37.895 14 9836.597 32130 1871.625 1871.625 2.7321-11-1b 46 M106 PIPE 2.0 0.25 37.895 10 0.141 37.895 3 9836.597 32130 1871.625 1871.625 2.0041-11-1b 47 M90 PIPE 2.0 0.25 37.895 15 0.141 37.895 8 9836.597 32130 1871.625 1871.625 2.94 H1-1b 48 M9 PL6x3/8 0.246 1.421 28 0.249 0 y, 8 69971.536 72900 569.7 9112.5 2.9271-11-1b 49 M59 L3X3X3 0.245 28 19 0.021 28 7 27031.884 35316 1320.097 2833.473 1.5 1-12-1 50 M37 PL6x3/8 0.232 4.105 12 0.091 4.105 1161872.819 72900 569.7 9112.5 1.264H1-1b 51 M35 L3X3X3 0.232 0 281 0.016 0 10 27031.938 35316 1320.097 2833.473 1.5 1-12-1 52 M12 L3X3X3 0.231 0 31 0.016 0 1527031.884 35316 1320.097 2833.473 1.5 1-12-1 53 M60 PL6x3/8 0.23 4.105 7 0.09 4.105 6 61873.266 72900 569.7 9112.5 1.264H1-1b 54 M 14 PL6x3/8 0.23 4.105 17 0.09 4.105 16 61873.266 72900 569.7 9112.5 1.268 H 1-1 b 55 M47 HSS4X4X4 0.228 0 17 0.07 0 z 18100603.565 109188 12663 12663 3 H1-1b 56 M24 HSS4X4X4 0.226 0 7 0.07 0 z 7 100603.679 109188 12663 12663 2.919H1-1b 57 M 1 HSS4X4X4 0.225 0 12 0.07 0 z 12 100603.565 109188 12663 12663 2.911 H 1-1 b 58 M5 PL6x3/8 0.205 1.5 75 0.232 0 9 69971.41 72900 569.7 9112.5 2.0421-11-1b 59 M228 L2.5x2.5x4 0.203 41.076 32 0.017 82.152 z 7 9254.214 38556 1113.554 2079.633 1.137 1-12-1 60 M234A L2.5x2.5x4 0.203 41.076 27 0.017 82.152 z 18 9254.214 38556 1113.554 2079.633 1.137 1-12-1 61 M222 L2.5x2.5x4 0.203 41.076 22 0.017 82.152 z 12 9254.214 38556 1113.554 2079.633 1.137 1-12-1 62 M28 PL6x3/8 0.187 1.5 6 0.229 0 3 69972.492 72900 569.7 9112.5 1.84 H1-1b 63 M51 PL6x3/8 0.186 1.5 16 0.229 0 y 14 69971.536 72900 569.7 9112.5 1.844 H1-1b 64 M 15 PL6x3/8 0.173 0 17 0.065 0 113 69971.41 72900 569.7 9112.5 1.396 H 1-1 b 65 M64 PL6x3/8 0.172 4.105 5 0.077 14.105 6 61873.266 72900 569.7 9112.5 1.265H1-1b 66 M41 PL6x3/8 0.171 4.105 10 0.077 4.105 1161872.819 72900 569.7 9112.5 1.2581-11-lb 67 M38 PL6x3/8 0.17 0 12 0.052 0 28 69971.536 72900 569.7 9112.5 1.398 H1-1b 68 M61 PL6x3/8 0.17 0 7 0.052 0 23 69971.536 72900 569.7 9112.5 1.398 H1-1b 69 M 18 PL6x3/8 0.17 4.105 15 0.076 4.105 16 61873.266 72900 569.7 9112.5 1.257 H 1-1 b 70 M75 PIPE 3.0 0.162 75 111 0.104 75 1628250.554 65205 5748.75 5748.75 1.73 H1-lb 71 M65 PL6x3/8 0.139 0 13 0.062 0 10169971.41 72900 569.7 9112.5 1.325H1-1b 72 M42 PL6x3/8 0.139 0 18 0.044 0 10 69971.536 72900 569.7 9112.5 1.325 HI-1b 73 M 19 PL6x3/8 0.139 0 7 0.044 0 15 69971.536 72900 569.7 9112.5 1.325 H 1-1 b 74 M4 PL6x3/8 1 0.132 14.1051231 0.127 14.105 1 y 11061873.266 72900 1 569.7 1 9112.5 1.11 H1-1b 75 M27 PL6x3/8 1 0.132 14.1051341 0.128 14.105 1 y 15 161872.8191 72900 1 569.7 1 9112.5 1.23 H1-1b RISA-31D Version 19 [ 842250.r3d ] Page 103 Company :Kimley-Horn and Associates, Inc. Designer :JSS Job Number :019558055 Model Name:842250 8/22/2021 2:28:02 PM Checked By: ZAM Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks (Continued) Member Shape Code Check Loc[in] LC Shear Check Loc[in] DirLC phi*Pnc [Ibl phi*Pnt [Ibj phi*Mn y-y jib-ftl phi*Mn z-z [Ib-ftj Cb Eqn 761 M50 I PL6x3/8 0.131 4.105 29 0.127 4.105 1561873.266 72900 569.7 9112.5 1.11 H1-1b 77 M54 PL6x3/8 0.13 4.105 31 0.129 4.105 13 61873.266 72900 569.7 9112.5 1.144 H1-1b 78 M8 PL6x3/8 0.13 4.105 26 0.129 4.105 8 61872.027 72900 569.7 9112.5 1.144H1-1b 79 M31 PL6x3/8 0.13 4.105 20 0.13 4.105 3 61872.819 72900 569.7 9112.5 1.205H1-1b 80 M 72 PIPE 3.0 0.114 114.474 13 0.104 75 6 28250.502 65205 5748.75 5748.75 1.411 H 1-1 b 81 M78 PIPE 3.0 0.113 114.47418 0.101 98.684 1128250.502 65205 5748.75 5748.75 1.406H1-1b 82 KM18 L2.5x2.5x3 0.112 25.266 9 0.006 50.531 1216367.675 29192.4 872.574 1692.137 1.137 1-12-1 83 KM11 L2.5x2.5x3 0.108 25.266 29 0.006 50.531 z 18 16367.675 29192.4 872.574 1692.137 1.137 1-12-1 84 KM17 L2.5x2.5x3 0.108 25.266 23 0.006 50.531 z 12 16367.675 29192.4 872.574 1692.137 1.137 1-12-1 85 KM5 L2.5x2.5x3 0.108 25.266 34 0.006 50.531 z 7 16367.675 29192.4 872.574 1692.137 1.137 1-12-1 86 KM 12 L2.5x2.5x3 0.107 25.266 15 0.006 50.531 18 16367.675 29192.4 872.574 1692.137 1.137 H2-1 87 KM6 L2.5x2.5x3 0.107 25.266 4 0.006 50.531 y, 7 16367.675 29192.4 872.574 1692.137 1.137 1-12-1 88 M155 PIPE 2.0 0.017 49.96 1171 0.169 149.96 1 112 26100.867 32130 1871.625 1871.625 1.137H1-lb* 1891 M 154 PIPE 2.0 0.017 49.961 7 1 0.171 149.96 1 117 26100.867 32130 1871.625 1871.625 1.1371-11-lb- 1901 M 156 PIPE 2.0 0.017 49.961121 0.169 149.961 17 26100.867 32130 1871.625 1871.625 1.137 H 1-1 b* RISA-3D Version 19 [ 842250.r3d ] Page 104 12.5 ft Platform w/ Support Rails Mount Modification Order 565153, Rev. 0 APPENDIX D ADDITIONAL CALCULATIONS August 23, 2021 CCI BU No. 842250 Page 9 ENG-FRM-10208, Rev. D Square/Rectangular Flange Connection TIA-222-H Site Number 842250 Job number 19558055 Code TIA-222-H Moment, Mu (kip-ft) 2.550 AboutX Axial, Pu (kips) - Negative for tension -1.415 Shear, Vu (kips) -1.269 BOLT CONFIGURATION Bolt Quantity, nb 4 Bolt Diameter, db (in) 0.625 Bolt Grade A325 Width between bolts, s (in) 6.00 CONFIGURATIONPLATE Plate Grade A36 Thickness of plate, t (in) 0.500 Width of plate, w (in) 10.00 CONFIGURATIONSUPPORT ARM Member Shape Square Member Grade A36 Thickness of Member, t (in) 0.250 Width of member, w (in) 4.000 Stiffeners present? Kimley>Morn Memer/Node Under Consideration M24 Controlling Load Combination 7 Normalize usages per TIA-222-H, Sec. 15.5 0 BOLT USAGE Maximum Tension in Bolt, Tub (kip) 3.960 Nominal Tensile Strength, (�Rnt (kip) 20.340 Tensile Usage (Section 4.9.6.1) 19910 Ultimate flexural load in plate, Mu (kip -in) 4.469 Factored flexural capacity, (�Mn (kip -in) 6.234 Flexural Usage 68% SUPPORT ARM USAGE Ultimate flexural load in member, Mu (kip-ft) 2.550 Factored flexural capacity, rpMn (kip-ft) 14.259 Flexural Usage 17% 12.5 ft Platform w/ Support Rails Mount Modification Order 565153, Rev. 0 APPENDIX E August 23, 2021 CC/ BU No. 842250 Page 10 MOUNT MODIFICATION DESIGN DRAWINGS (MDD) / SUPPLEMENTAL DRAWINGS ENG-FRM-10208, Rev. D C i� CROWN v CASTLE MOUNT DESIGN DRAWINGS SITE ADDRESS: 22510 76TH AVENUE WEST EDMONDS, WA 98026 SNOHOMISH COUNTY, USA ATTENTION ALL CONTRACTORS, ANYTIME YOU ACCESS A CROWN SITE FOR ANY REASON YOU ARE TO CALL THE CROWN NOC UPON ARRIVAL AND DEPARTURE, DAILY AT STRUCTURE, MOUNTS, SAFETY CLIMB, OR EQUIPMENT WHILE ON SITE. SHOULD DAMAGE OCCUR, CONTACT CROWN FOR AT EORAPPROVAL()CROWNCASTLE.COM THE INTEGRITY THE WIRE ROPE SAFETY CLIMB SYSTEM SHALL BE CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER REINFORCEMENTS AND EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE LOOK FUNCTIONAL C IMB ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE Up!WIRE ROPE FROM TS SUPPORTS, DIRECT CONTACT OR CLOSE LiWEAR, PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL OR IMPACT TO THE ANCHORAGE POINTS IN ANY WAY. ANY COMPROMISED SAFETY CLIMB MUST BE REPORTED TO YOUR CROWN POC FOR RESOLUTION, INCLUDING EXISTING SAFETY CLIMB:'LOOK UP' CONDITIONS. IDOCUMENTSINCLUDED CLJ NII IRA— I1C C(��If]TIIIAI J--1 111 LC rfibt S-2 NOTES S-3 MOUNT VIEWS & MODIFICATION SCHEDULE S-4 PART DETAILS SITE INFORMATION TOWER HEIGHT / TYPE: TOWER LOCATION: DATUM: (NAD 1983) SITE ADDRESS: 150 FT MONOPOLE TOWER LAT N 47° 47' 39.33" LONG W 122° 20' 11.29" 22510 76TH AVENUE WEST EDMONDS, WA 98026 SNOHOMISH COUNTY, USA 1. CROWN TSA HOLLY BOELHAUF (206) 336-3217 HOLLY. BOELHAU F@CROWNCASTLE.COM 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 2. KIMLEY-HORN & ASSOCIATES DESIGN ENGINEER (EOR) MICHAEL OGLESBY, P.E. (919) 677-2054 MICHAEL.OGLESBY@KIMLEY-HORN.COM 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NC 27601 KimleyoHorn E ""E""A1551010 o e/za/zozl cou MLO NO. DATE DESCRIPTION DESCRIPTION BY REVISIONS L L. OG s ass Q '/^ 6 95812613 51372 cy Orl' P 51372t� AS`rrONAL4�G CARRIER: AT&T MOBILITY SITE NAME: EDMONDS ESPERANCE BU NUMBER: U2250 SITE ADDRESS: U510 76TH AVENUE WEST EDMONDS, WA 98026 SNOHOMISH COUNTY, USA DFTBY: CLS DATE: 08/23/21 DFT/QA BY: ZAM DATE:08123/21 ENG/QA BY: ZAM DATE:08123/21 EOR: MLO KHA PROJECT NUMBFR 0195580551 KHRAL-14464 - 4— m ...M u.�.. 4..4..._ .... a ....... 1. 1-- , u ," " R — �" ' 1., — n . "rt" d. .."., .1 ".a " _,.".. — « �, wl—I ".M.. ""1"""..— — q ,- .,...a Ni.1.,. — , 11 e.wl—I li" , "-_ — —. ".. TITLE SHEET INC 666 aE S-1 a 1.00 GENERAL NOTES 1.01 ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE LOCAL AND NATIONAL CODES ORDINANCES AND OR REGULATIONS APPLICABLE TO THIS PROJECT. 1.02 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE PROJECT MANAGER AND/OR ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH WORK WHERE THERE IS A CONFLICT BETWEEN DRAWING AND SPECIFICATIONS. 1.03 ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS THEY SHALL BE REPORTED TO THE PROJECT MANAGER AND/OR ENGINEER OF RECORD SO THAT PROPER REVISIONS MAY BE MADE. MODIFICATION OF DETAILS OR CONSTRUCTION SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE PROJECT MANAGER AND/OR ENGINEER OF RECORD. 1.04 CONTRACTOR SHALL REVIEW AND BE FAMILIAR WITH SITE CONDITIONS AS SHOWN ON THE ATTACHED SITE PLAN AND/OR SURVEY DRAWINGS. 1.05 CONTRACTOR TO PROVIDE DUMPSTER AND PORTABLE TOILET FACILITY DURING CONSTRUCTION. 1.06 CONSTRUCTION WASTE MAY NEITHER BE BURNED NOR BURIED AND MUST BE TAKEN TO AN APPROVED LANDFILL. 1.07 SECURITY TO THE SITE SHALL BE MAINTAINED AT ALL TIMES. 3.00 MODIFICATION NOTES 3.01 THESE MODIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE GOVERNING PROVISIONS OF TIA/EIA-222, ASCE 7, AWS, ACI, AND AISC. MATERIALS AND SERVICES PROVIDED BY THE CONTRACTOR SHALL CONFORM TO THE ABOVE MENTIONED CODES AND CONTRACT SPECIFICATIONS. 3.02 ALL MATERIALS UTILIZED FOR THIS PROJECT MUST BE NEW AND FREE OF ANY DEFECTS. 3.03 ALL PRODUCT OR MATERIAL SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. CONTRACTOR SHALL PROVIDE DOCUMENTATION TO ENGINEER SUITABLE TO DETERMINE IF THE SUBSTITUTE IS ACCEPTABLE FOR USE AND MEETS THE ORIGINAL DESIGN CRITERIA. DIFFERENCES FROM THE ORIGINAL DESIGN, INCLUDING; MAINTENANCE, REPAIR, AND REPLACEMENT, SHALL BE NOTED. ESTIMATES OF COSTS CREDITS ASSOCIATED WITH THE SUBSTITUTION (INCLUDING RE -DESIGN COSTS AND COSTS TO SUB -CONTRACTORS) SHALL BE PROVIDED TO THE ENGINEER. CONTRACTOR SHALL PROVIDE ADDITIONAL DOCUMENTATION AND/OR SPECIFICATION TO THE ENGINEER AS REQUESTED. 3.04 PROVIDE STRUCTURAL STEEL SHOP DRAWINGS(S) TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. 3.05 UNLESS NOTED OTHERWISE, ALL NEW MEMBERS AND REINFORCING SHALL MAINTAIN THE EXISTING MEMBER WORK AND NOT INTRODUCE ECCENTRICITIES INTO THE STRUCTURE. 3.06 ANY CONTRACTOR -CAUSED DAMAGE TO PROPERTY OF THE LAND OWNER, PROPERTY OF THE CUSTOMER, SITE FENCING OR GATES, ANY AND ALL UTILITY AND/OR SERVICE LINES, SHOWN OR NOT SHOWN ON THE PLANS SHALL BE REPAIRED OR REPLACED AT THE SOLE COST OF THE CONTRACTOR AND SHALL BE ADDRESSED BY THE CONTRACTOR WITH THE COMPANIES THAT OWN THE DAMAGED ITEMS. 2.00 STRUCTURAL STEEL NOTES 4.00 CONTRACTOR NOTES 2.01 STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS 4.01 PRIOR TO BEGINNING CONSTRUCTION, ALL CONTRACTORS AND UNO: SUBCONTRACTORS MUST ACKNOWLEDGE IN WRITING TO STRUCTURE OWNER THAT THEY HAVE OBTAINED, UNDERSTAND, AND WILL FOLLOW STRUCTURE A. STRUCTURAL STEEL SHAPES, PLATES AND BARS. OWNER STANDARDS OF PRACTICE, CONSTRUCTION GUIDELINES, ALL SITE AND (EXPECT W-SHAPES) - ASTM A36, Fy=36 KSI STRUCTURE SAFETY PROCEDURES, ALL PRODUCT LIMITATIONS AND B. PIPE - ASTM A53, GRADE B, Fy=35 KSI. INSTALLATION PROCEDURES USED ON SITE, AND PROPOSED MODIFICATION C. HSS-SHAPES -ATSM A500, GRADE B, DESCRIBED RECEIPT OF ACKNOWLEDGEMENT MUST OCCUR PRIOR TO Fy = 42 KSI (ROUND) BEGINNING CONSTRUCTION OF CLIMBING. IT IS THE RESPONSIBILITY OF THE F 46 KSI RECTANGLE Y = ( ) GENERAL CONTRACTOR TO PROVIDE THE DOCUMENTATION FOR STRUCTURE OWNER ON COMPANY LETTERHEAD AND THE RESPONSIBILITY OF THE D. ANCHOR RODS - ASTM F1554, GRADE 55 GENERAL CONTRACTOR TO OBTAIN THIS DOCUMENTATION FROM ANY E. ALL THREAD RODS - ASTM F1554, GRADE 105 SUBCONTRACTORS (ON SUBCONTRACTOR LETTERHEAD) AND DELIVER IT TO F. STRUCTURAL BOLTS X-0 AND LARGER - ASTM A325 THE STRUCTURE OWNER. G. STRUCTURAL BOLTS SMALLER THAN Y'"0 4.02 IF THE CONTRACTOR DISCOVERS ANY EXISTING CONDITIONS THAT ARE NOT DIMENSIONS: REPRESENTED N THESE DRAWINGS, OR ANY CONDITIONS THAT WOULD ASME B18.2.1 INTERFERE WITH THE INSTALLATION OF THE MODIFICATIONS, THE ENGINEER OF MATERIAL SAE J429 GRADE 5 RECORD SHALL BE CONTACTED IMMEDIATELY TO EVALUATE THE SIGNIFICANCE THREADING: ASME B1.1, UNC, CLASS 2A OF THE DEVIATION. FINISH: HOT -DIP GALVANIZED OR ZINC -PLATED 4.03 THE CONTRACTOR SHALL SOLICIT AND HIRE THE SERVICES OF A QUALIFIED H. NUTS FOR BOLTS/ALL-THREAD - ASTM A563 (THREADING TO MODIFICATIONS INSPECTOR PRIOR TO BEGINNING CONSTRUCTION, THE MATCH BOLT) MODIFICATION INSPECTOR MAY BE AN EMPLOYEE OF THE CONTRACTORS FIRM; I. WASHERS FOR BOLTS/ALL THREADS - ASTM F436 HOWEVER, THE INSPECTOR'S ONLY DUTIES SHALL BE INSPECTION, TESTING, "MODIFICATION J. W & WF SHAPES - ASTM A36 - Fy-36 KSI. AND REPORT CREATION AS REQUIRED ON THE INSPECTION ALTERNATE SPEC: ASTM (IF OTHER SPEC IS UNAVAILABLE). NOTES" SHEET. IT IS ALSO ACCEPTABLE FOR THE CONTRACTOR TO 2.02 STRUCTURAL BOLTS SHALL CONFORM TO THIS NOTE. ALL BOLT HOLES SUBCONTRACT THE MODIFICATION INSPECTOR DUTIES TO A THIRD PARTY FIRM SHALL BE STANDARD SIZE BOLT HOLES PER AISC 360, UNLESS OTHERWISE MEETING THE ABOVE REQUIREMENTS. 4.04 THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND TOWER NOTED. ALL HOLES SHALL BE SHOP DRILLED OR SUB -PUNCHED AND OWNER OF THE PLANNED CONSTRUCTION & INSPECTION SCHEDULE, AS WELL REAMED. BURNING OF HOLES IS NOT PERMITTED, WHERE SLOTTED OR AS ANY CHANGES TO THE SCHEDULE, WITHIN TWO BUSINESS DAYS OF OVERSIZE HOLES ARE SPECIFIED ON THE DRAWINGS, EXTRA -THICK ASTM COMPLETION FE O IN F436 PLATE WASHERS SHALL BE USED (9je MINIMUM THICKNESS) WITH A CONSTRUCTIONA DDURINGUCONSTRUCTION ONS THE SCHEDULE ULEA CHANGES. DIAMETER SUITABLE TO COVER THE EXTENTS OF THE SLOT OF HOLE. BOLTS THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD WHEN PHASES SHALL BE HEAVY -HEX WHERE AVAILABLE IN THE SIZE AND GRADE OF CONSTRUCTION HAVE BEEN MOVED UP AND SHALL GIVE THE ENGINEER SPECIFIED. ADEQUATE NOTICE SO THE ENGINEER OF RECORD MAY, AT THEIR DISCRETION, 2.03 ALL STEEL HARDWARE, INCLUDING ADHESIVE OR EMBEDDED ANCHOR BOLTS INSPECT PORTIONS OF THE WORK DEEMED CRITICAL TO THE INTEGRITY OF AND THEIR ACCESSORIES, SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE THE STRUCTURE. FAILURE TO PROVIDE THIS NOTICE MAY RESULT IN WITH ASTM A153 (EXCEPT BOLTS SMALL THAN V SHALL CONFIRM TO REJECTION OF THE CONTRACTOR'S WORK. THE CONTRACTOR SHALL ALSO FE/ZN 3 AS PER ASTM F1941 WHERE HOT -DIP GALVANIZED IN NOTIFY THE ENGINEER OF RECORD AND THE STRUCTURE OWNER WHEN THE ACCORDANCE WITH ASTM A123. REPAIR DAMAGE TO GALVANIZED COATINGS WORK HAS BEEN COMPLETED WITHIN 2 BUSINESS DAYS OF THE COMPLETION USING ASTM A780 PROCEDURES WITH A ZINC RICH PAINT (SUCH AS ZRC OF THE WORK AND ASSOCIATED MODIFICATION INSPECTIONS & TESTING. GALVILITE) FOR GALVANIZING DAMAGED BY HANDLING, TRANSPORTING, 4.05 IT IS ASSUMED THAT ANY STRUCTURAL MODIFICATION WORK SPECIFIED IN CUTTING, WELDING, OR BOLTING. DO NOT HEAT SURFACES TO WHICH REPAIR THESE PLANS WILL BE ACCOMPLISHED BY KNOWLEDGEABLE WORKMEN WITH TOWER/BUILDING CONSTRUCTION EXPERIENCE. THIS INCLUDES PROVIDING THE PAINT HAS BEEN APPLIED. CALL OUT HOLES REQUIRED FOR HOT -DIP GALVANIZING ON SHOP DRAWINGS. NECESSARY CERTIFICATIONS TO THE STRUCTURE OWNER AND ENGINEER 2.04 WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING INCLUDING BUT NOT LIMITED TO QUALIFIED WELDER CERTIFICATES, CERTIFIED CODE - STEEL". WELD ELECTRODES SHALL BE E8OXX. UNLESS OTHERWISE WELDING INSPECTOR CREDENTIALS, ETCETERA. 4'06 THESE DRAWINGS DO NOT INDICATE THE METHOD OF CONSTRUCTION, THE NOTED PROVIDE CONTINUOUS FILLET WELDS WITH MINIMUM SIZE OF )(6" OR CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE OF A SIZE EQUAL TO THE THICKNESS OF THE THINNER WELD LEG SIZE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, SHALL BE ADJUSTED AS REQUIRED TO MAINTAIN THE EFFECTIVE THROAT OF TECHNIQUES, SEQUENCES AND PROCEDURES. A )'18" FILLET WELD IN A 90' JOINT. ALL WELD SIZES SHOWN IN INCHES. 4.07 CONTRACTOR SHALL WORK WITHIN THE LIMITS OF THE STRUCTURE OWNER'S 2.05 PRIOR TO WELDING, THE CONTRACTOR SHALL SUBMIT CERTIFICATION FOR PROPERTY OF LEASE AREA AND APPROVED EASEMENT. IT IS THE EACH WELDER STATING THE TYPE OF WELDING AND POSITIONS QUALIFIED RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WORK IS WITHIN THESE FOR, THE CODE AND PROCEDURE QUALIFIED UNDER, STATE QUALIFIED, AND BOUNDARIES. CONTRACTOR SHALL EMPLOY A SURVEYOR AS REQUIRED. ANY THE FIRM AND INDIVIDUAL CERTIFYING THE QUALIFICATION TESTS. THIS WORK OUTSIDE THESE BOUNDARIES SHALL BE APPROVED IN WRITING BY THE INFORMATION SHALL BE SUBMIT TO THE MODIFICATION INSPECTOR (SEE LAND OWNER PRIOR TO MOBILIZATION. CONSTRUCTION STAKING AND SHEET N-3) AS WELL AS ANY THIRD -PARTY CERTIFIED WELD INSPECTOR BOUNDARY MARKING IS THE RESPONSIBILITY OF THE CONTRACTOR. (C,M) 4.08 DO NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING 2.06 MEMBERS SHALL BE SHOP -FABRICATED AND WELDED TO THE EXTENT DIMENSIONS, CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY PRACTICABLE IN ORDER TO REDUCE FIELD INSTALLATION COSTS. THE ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. 5.00 BOLT TIGHTENING PROCEDURE 5.01 TIGHTEN BOLTS BU AISC- "TURN OF THE NUT" METHOD, USING THE CHART BELOW: BOLT LENGTHS UP TO & INCLUDING 4 0 1t " BOLTS UP TO & INCLUDING 2" LENGTH +1 3 TURN BEYOND SNUG TIHT / 46 " BOLTS UP TO &INCLUDING 'LENGTH +1 3 TURN BEYOND SNUG TIGHT / 3" " BOLTS UP TO &INCLUDING 3" LENGTH +1 3 TURN BEYOND SNUG TIGHT / 74" BOLTS UP TO &INCLUDING 3 ' LENGTH +1 3 TURN BEYOND SNUG TIGHT 1 BOLTS UP TO &INCLUDING 4 LENGTH +1 /3 TURN BEYOND SNUG TIGHT 1X" BOLTS UP TO & INCLUDING 4X" LENGTH +1/3 TURN BEYOND SNUG TIGHT gEFORE 1/3 TURN 1)'4" BOLTS UP TO & INCLUDING 5" LENGTH +1/3 TURN BEYOND SNUG TIGHT 1)¢" BOLTS UP TO & INCLUDING 6" LENGTH +1/3 TURN BEYOND SNUG TIGHT BOLT LENGTH OVER 4 0 BUT NOT EXCEEDING 8 0 %* BOLTS 4.25" TO 6.0" LENGTH +1/2 TURN BEYOND SNUG TIGHT " BOLTS 3.75" TO 7.0' LENGTH +1 /2 TURN BEYOND SNUG RHT 1 BOLTS 4.25" TO 8.0' LENGTH +1 2 TURN BEYOND SNUG TIGHT 1)(<" BOLTS 4.75" TO 9.0" LENGTH +1/2 TURN BEYOND SNUG TIGHT 1Y" BOLTS 5.25" TO 10.0" LENGTH +1/2 TURN BEYOND SNUG TIGHT AFTER 1/3 TURN 1h' BOLTS 6.25" TO 12.0" LENGTH +1/2 TURN BEYOND SNUG TIGHT 5.02 SPLICE BOLTS SUBJECT TO DIRECT TENSION SHALL BE INSTALLED AND TIGHTENED AS PER SECTION B(d)(1) OF THE AISC MANUAL OF STEEL CONSTRUCTION. THE INSTALLATION PROCEDURE IS PARAPHRASED AS FOLLOWS: "FASTENERS SHALL BE INSTALLED IN PROPERY ALIGHNED HOLES AND BE TIGHTENED BY ONE OF THE METHODS DESCRIBED IN SUBSECTION 8(d)(1) THROUGH 8(d)(4). 8(d)(1) TURN -OF -THE -NUT TIGHTENING BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TO A SNUG TIGHT CONDITION. SNUG TIGHT IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN THE PLIES OF A JOINT ARE IN FIRM CONTACT. THIS MAY BE OBTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. SNUG TIGHTENING SHALL PROGRESS SYSTEMATICALLY UNTIL ALL THE BOLTS ARE SIMULTANEOUSLY SNUG TIGHT AND THE CONNECTION IS FULLY COMPACTED. FOLLOW THIS INITIAL OPERATION ALL BOLTS IN THE CONNECTION SHALL BE TIGHTENED FURTHER BY THE APPLICABLE AMOUNT OF ROTATION OF THE PART NOT TURNED BY THE WRENCH. TIGHTENING SHALL PROGRESS SYSTEMATICALLY 1.5xL M X. -_- --- COPED PORTION OF ANGLE DO NOT COPE COPED BEYOND THIS LIB, OF BOLT HOLE ANGLE BOLT m MIN. EDGE SPACING J¢'m ?¢•m 114' �•s 115•s 1%• 1Ya"m 2W 1.0 1%*o S MIN. EDGE oSPACING SPACER PLATE MATCH EXISTING GUSSETS �I NOMINAL BOLT HOLE N TYP WORKABLE GAGES LEG 4 3)¢ 3 Y2 2 1� GACE 2 2 1% 1% A 1 MM2KABLE CAGES GIVEN IN INCHES - MATCH EXISTING WHEN APPUCAME NOMINAL HOLE DIM'S BOLT I STANDARD HOLE m SHOki SLOT Vm 9fe m we x 1Re 46'm 1Ne o INe' � ?E' 4:'m 19fe m 1$s x T %•m 194CO 1w IV I•. lx6 m Vle . 718" I D 18/23/20211 CONSTRUCTION IML01 mN mnum�R tap"u.r .M Irr n.amM mw -4- en.nta ..M., w .. ivmum.m ....mu. b Im.M.a n rc u..a v - ..ne %, - K ,m. r...rm N� .e - Yore.. - n W. mavm.e .tuwue .men rmn.n:a - oa .. M .'� r- .m - n,."�� i- ".mi e" .�:n l u" r x� "r- o,.� - N.",iw".,. i- REVISIONS I Ti3 Off, �AOISTER� s`rrONAL4�G KimleyoHorn CARRIER: AT&T MOBILITY SITE NAME: EDMONDS ESPERANCE BU NUMBER: U2250 SITE ADDRESS: U510 76TH AVENUE WEST EDMONDS, WA 98026 SNOHOMISH COUNTY, USA OFT BY: CLS DATE: 08/23/21 DFT/QA BY: ZAM DATE:08123/21 ENG/QA BY: ZAM DATE:08123/21 EOR: MLO KHA PROJECT NUMBFR 0195580551 KHRAL-14464 NOTES aEv S-2 0 1 MOUNT PLAN VIEW S-3 SCALE: N.T.S. MODIFICATION SCHEDULE NO. ELEVATION SCOPE IMTERIAL NOTES INSTALL PROPOSED STABILIZER KR TO EXISTING FACE HORIZONTAL CONNECT STABILIZER KR (1) SITE PRO 1 PRK1 -SFS-NA ❑ 147'3 6'FROM EACH MEMBER END. CONNECT STABILIZER KIT TO TOWER SHAFT A MINIMUM OF 4'-0' (6) 10-O L2.5X2.5%4 REINFORCEMENT ANGLE, FIELD S-4 BELOW PLATFORM COLLAR, INCREASE DISTANCE TO AVOID CONFUCTS WITH MOUNT. CUT TO LENGTH DO NOT SCALE DRAWINGS CONSTRUCTION NOTES CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, 1. SCOPE OF WORK MUST BE COMPLETED AT WIND SPEEDS < 20 CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE MPH. SITE PRO 1 PRK-SFS-NA ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE 10'-O" L2.5%2.5X4 PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. 2. ALL DIMENSIONS ARE APPROXIMATE, CONTRACTOR SHOULD FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATION OF STEEL AND REINFORCEMENT ANGLE, COMMENCEMENT OF WORK. FIELD CUT MEMBERS AS REQUIRED. FIELD CUT TO LENGTH SEE: 1/S-4 _.._ ..._ .....-SFS-NA REINFORCEMENT ANGLE, FIELD CUT TO LENGTH SEE: 1 /S-4 SITE PRO 1 PRK- 10'-0' L2. REINFORCEMENT ANGLE, FIELD CUT TO LENGTH SEE: 1/S-4 I D 18/23/20211 CONSTRUCTION IMILD I REVISIONS KimleyoHorn CARRIER: AT&T MOBILITY SITE NAME: EDMONDS ESPERANCE BU NUMBER: U2250 SITE ADDRESS: U510 76TH AVENUE WEST EDMONDS, WA 98026 SNOHOMISH COUNTY, USA OFT BY: CLS DATE: 08/23/21 DFT/QA BY: ZAM DATE:08123121 ENG/QA BY: ZAM DATE:08123/21 EOR: MLO KHA PROJECT NUMRFR 0195580551 KHRAL-14464 MODIFICATION K 2-� MOUNT ELEVATION VIEW 3 MOUNT ISOMETRIC VIEW KIMMY-HORN ANDASSOC.S.INC SCHED 421 FAYETTEWW: STREET, SLNE 600 RALDCN. NC 2T6O1 PHONE: 919-6T/—Z000 SCALE: N.T.S. - SCALE: N.T.S. WWW.KIMLEY—HCRRCCM S-3 KNA LM(l954 - — Ie ..IM N,. wnuPM aM -4. F— x.iY,, w .. u,M,umam M -- I. I-- —1, m u..p—. — . - .Ncx K . pr.F R N -11 W .nxeN kbift a —Ny— — mw.kla. Mu cayy.wx< romlay—nom a�a ,b.camea. ins.. zozo A \ DETAIL B i 6� DETAIL A / ' 1 SITE PRO 1 PRK-SFS-NA S-4 SCALE: N.T.S. KimleyoHorn 0 8/23/2021 CONSTRUCTION 1. MLO NO. DATE DESCRIPTION BY E REVISIONS CRNoVN ER-11-11SC10— �I CARRIER: AT&T MOBILITY SITE NAME: EDMONDS ESPERANCE KBU NUMBER: 862250 SITE ADDRESS: �pL � D {gq�1PUL' U510 76TH AVENUE WEST G' O� SDMONDS, WA 98026 NOHOMISH COUNTY, USA 6695 aa6Be — OFT BY: CLS DATE: 08/23/21 51372 DFT/QA BY: ZAM DATE:08123121 cy OrD PGISTBg� AS`rrONAL4�G ENG/QA BY: ZAM DATE:OBI23/21 EOR: MLO KHA PROJECT NUMBER 0195580551 KHRAL-14464 PART DETAILS Z KIMIEY-HORN AND ASSOGATES INC 421 FAIETIENDf STREET, -1 600 "222' —GIN, NC 276D1 PHONE: 916-6T2-2000 REV S — 4 N-KIMD:Y-HCRN.CCM KHA — 95A Q mN a.cumea, I.v.In., .RA 6e w ..a a 4.. v� h— w a. oebum.m 0 .eww, I. I.a — y u .v v m ..a .-, I., — A . v- a. rumlm— - ". m.-- WI-1 ..rtt.. -tnoH:oeo.I—, I....aml b. WI-1 u. y w .y-Nw...a —..i. , I... C. ,ht roml.y-nwn - ,b..dm.., Inc.. 2020