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Report t ` Smarty /a250 doe-71-1 ��4�lor4 k 4r. , GPD Engineering and Architecture Professional Corporation Smartlink GroupRECEIVE- Chad Burton 1997 Annapolis Exch.Pkwy#200 520 South Main Street, Suite 2531 Annapolis, MD 21401 FEB10 2022 Akron, OH 44311 (614) 859-1623 CISY OF TIGAI� cburton@gpdgroup.com BUILDING DIVISION GPD#2021723.21.141399.01 October 13, 2021 MOUNT ANALYSIS REPORT AT&T DESIGNATION: USID#: 141399 Site FA#: 10034024 Client#: PD81 Site Name: GREENBURG ANALYSIS CRITERIA: Codes: TIA-222-H & 2019 Oregon Structural Specialty Code 97 mph (3-second gust)w/0" ice 30 mph (3-second gust)w/ 1.5"ice SITE DATA: 10250 Southwest North Dakota Street, Tigard, OR 97223, Washington County Latitude 45°26' 19.66" N, Longitude 122°46' 54.91" W Market: SEATTLE/OREGON/NO. ID (1) Commscope MCG2C-12-B3 Sector Mount Kit To whom it may concern, GPD is pleased to submit this Mount Analysis Report to determine the structural integrity of the aforementioned mount. The purpose of the analysis is to determine the suitability of the mount with the proposed loading configuration detailed in the analysis report. Analysis Results Mount Stress Level with Proposed Equipment: 76.7% Pass We at GPD appreciate the opportunity of providing our continuing professional services to you and Smartlink Group. If you have any questions or need further assistance on this or any other projects please do not hesitate to call. Respectfully submitted, �Ru CT URg4 �e0o PROFS \� GlN�`;',s/a2 85692PE • John N. Kabak, S.E. A AO Oregon #: 85692PE .1 `/ die EGON 13,2©N �GHN N.KPs6?*. 10/13/2021 EXPIRES: 6/30/23 520 South Main Street.Suite 2531 .Akron,Ohio 44311 .330-572-2100. Fax 330-572-2101 .www.GPDGroup.com GPD Engineering And Architecture Professional Corporation r +NsusssesY +c+r ...v..t r.i$ jAJNSUtt4IJHxf.JauU/-'ui l Ifl?,i,4,ey+./4 i 44!ftlNF JM/XYlii/aFJrilii E,. lr ieNsi irPeiiilr • •+.,u.y ..ua.. ssatiXllH#UNI4NaM4fl At4n.NdHxStru •• FYiuffarJ:we (�y omumscope MCG2C-12-B3 Sector Mount Kit- ctural Evaluation Site USID#:141399 SUMMARY& RESULTS The purpose of this analysis was to verify whether the existing mounts are capable of carrying the proposed loading configuration as specified by AT&T Mobility and commissioned by Smartlink Group. This analysis has been performed in accordance with the 2019 Oregon Structural Specialty Code based upon a 3-second gust wind speed of 97 mph. Applicable Standard references and design criteria are listed in Appendices A & B. The mount was verified to be capable of withstanding a 500 lb live load concurrent with 30-mph wind speeds. MOUNT SUMMARY AND RESULTS Member Capacity Results Mount 76.7% Pass Mount to Tower Connection 70.0% Pass RECOMMENDATIONS The mount has sufficient capacity to carry the proposed loading configuration. No modifications are required at this time. ANALYSIS METHOD RISA-3D (Version 17.0.4), a commercially available analysis software package, and hand calculations were used to create a three-dimensional model of the mount and calculate member stresses for the proposed loading configuration. Selected calculations from this analysis are included in Appendices B & C. The following table details the information provided to complete this structural analysis. This analysis is solely based on this information. DOCUMENTS PROVIDED Document Remarks Source RF Data Sheet AT&T RFDS Name: PD81 CBand v1.00, updated 9/23/2021 Smartlink Group Mount Design Commscope Document#: MCG2C Series, dated 7/3/2016 Commscope Mount Mapping Not Provided N/A Previous Mount Analysis TEP Project#: 22505.266692,dated 6/15/2019 AT&T Mount Modification Drawings Sabre Job#: 18-7030-JJM, dated 6/4/2018 AT&T Tower Design Not Provided N/A Previous Tower Analysis Not Provided N/A 10/13/2021 Page 2 of 4 (1)Commscope MCG2C-12-33 Sector Mount Kit-Structural Evaluation Site USID#:141399 ASSUMPTIONS This mount structural analysis is based on the theoretical capacity of the members and is not a condition assessment of the mount. This analysis is from information supplied, and therefore, its results are based on and are as accurate as that supplied data. GPD has made no independent determination, nor is it required to, of its accuracy. The following assumptions were made for this structural analysis. 1. The mount member sizes and shapes are considered accurate as supplied. The material grade is as per data supplied and/or as assumed based on experience with similar mounts. 2. The antenna configuration is as supplied and/or as modeled in the analysis. When information was not provided, the configuration was modeled based upon past experience with similar loading. 3. Some assumptions are made regarding antennas and mount sizes and their projected areas based on best interpretation of data supplied and of best knowledge of antenna type and industry practice. 4. The mount has been properly maintained in accordance with TIA Standards and/or with manufacturer's specifications. 5. All welds and connections are assumed to develop at least the member capacity unless determined otherwise and explicitly stated in this report. If any of these assumptions are not valid or have been made in error, this analysis may be affected, and GPD should be allowed to review any new information to determine its effect on the structural integrity of the mount. 10/13/2021 Page 3 of 4 (1)Commscope MCG2C-12-B3 Sector Mount Kit-Structural Evaluation Site USID#:141399 DISCLAIMER OF WARRANTIES GPD has not performed a site visit to the mount to verify the member sizes and antenna/coax loading. If the existing conditions are not as represented on the mount elevation contained in this report, we should be contacted immediately to evaluate the significance of the discrepancy. This is not a condition assessment of the mount. This report does not replace a full mount inspection. The mount is assumed to have been properly fabricated, maintained, in good condition, twist free, and plumb. The engineering services rendered by GPD in connection with this Mount Analysis are limited to a computer analysis of the mount structure and theoretical capacity of its main structural members. All mount components have been assumed to only resist dead loads when no other loads are applied. No allowance was made for any damaged, bent, missing, loose, or rusted members (above and below ground). No allowance was made for loose bolts or cracked welds. This analysis is limited to the designated maximum wind and seismic conditions per the governing mount standards and code. Wind forces resulting in tower vibrations near the structure's resonant frequencies were not considered in this analysis and are outside the scope of this analysis. Lateral loading from any dynamic response was not evaluated under a time- domain based fatigue analysis. GPD does not analyze the fabrication of the structure (including welding). It is not possible to have all the very detailed information needed to perform a thorough analysis of every structural sub-component and connection of an existing mount. GPD provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection detail, etc. The purpose of this report is to assess the feasibility of adding appurtenances usually accompanied by transmission lines to the structure. It is the owner's responsibility to determine the amount of ice accumulation in excess of the specified code recommended amount, if any, that should be considered in the structural analysis. The attached sketches are a schematic representation of the analyzed mount. If any material is fabricated from these sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit, and clearance in the field. Any mentions of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from GPD, but are beyond the scope of this report. Towers are designed to carry gravity, wind, and ice loads. All members, legs, diagonals, struts, and redundant members provide structural stability to the tower with little redundancy. Absence or removal of a member can trigger catastrophic failure unless a substitute is provided before any removal. Legs carry axial loads and derive their strength from shorter unbraced lengths by the presence of redundant members and their connection to the diagonals with bolts or welds. If the bolts or welds are removed without providing any substitute to the frame, the leg is subjected to a higher unbraced length that immediately reduces its load carrying capacity. If a diagonal is also removed in addition to the connection,the unbraced length of the leg is greatly increased,jeopardizing its load carrying capacity. Failure of one leg can result in a tower collapse because there is no redundancy. Redundant members and diagonals are critical to the stability of the tower. GPD makes no warranties, expressed and/or implied, in connection with this report and disclaims any liability arising from material,fabrication,and erection of this mount. GPD will not be responsible whatsoever for,or on account of,consequential or incidental damages sustained by any person,firm,or organization as a result of any data or conclusions contained in this report. The maximum liability of GPD pursuant to this report will be limited to the total fee received for preparation of this report. 10/13/2021 Page 4 of 4 (1)Commscope MCG2C-12-B3 Sector Mount Kit-Structural Evaluation Site USID#:141399 rd APPENDIX A t r Mount Analysis Summary Form 1 I • • 10/13/2021 Mount Analysis Summary Form General Into Ste Name GREENBURG(P081) Ste USK/Number 141399 The information contained in this summary report is not to be used independently from the PE stamped mount analysis. Ste FA Number 10034024 Date of Analysis 10/13/2021 Company Performing Analysis GPO Structure Info Description Date Design Parameters Tower Type(G,SST,MP) MP Analysis Results(%Maximum Usage) Design Code Used Tower Height(top of steel AGL) 100' Structural Specially Code Mount Mount Manufacturer Commscope Location of Tower(County,State) (%) ( Y Washington,econd Mount to Tower Connection(/) Mount Model MCG2C-12.83 Wind Speed(mph) 97(3-second gust) �.Mount Design Commscope Document#:MCG2C Series 7/3/2016 Ice Thickness(in) 1.5 Mount Mapping n/a Risk Category(t,II,Ill) II Previous Mount Analysis TEP Project#:22505.266692 6/15/2019 Exposure Category(B,C,D) C Mount Modification Design Sabre Job#:18-7030-JJM 6/4/2018 Topographic Category(1 to 5) 1 Tower Design n/a Previous Tower Analysis rya Proposed Configuration Antenna Mount Mount Antenna Owner Antenna CL(ft) Quantity Type Manufacturer Height(ft) Model Azimuth Quantity Manufacturer Type AT&T Mobility 96 96 3 Panel Cellmax CMA-UBTULBULBHH-6517-17-21.21 110/220/320 1 _Commscope MCG2C-12.133 Sector Mount Kit AT&T Mobility 96 98.75 3 Panel Nokia AEQK+AEQU STACKED 110/220/320 AT&T Mobility 96 96 on the same mounts 3 Panel Kathreln 80010966 110/220/320 on the same mounts AT&T Mobility 96 96 3 RRH Nokia AirScale Dual RRH 4T4R B12/14 320W AHLBA AT&T Mobility 96 96 3 RRH Nokia AirScale Duel RRH 4T4R 825/66 320W AHFIB on the same mounts AT&T Mobility 96 96 3 RRH Nokia AirScale RRH 4T4R B5 160W AHCA on the same mounts on the same mounts AT&T Mobility 96 96 3 RRH Nokia AirScale RRH 4T4R 830 100W AHNA on the same mounts AT&T Mobility 96 96 2 Squid Raycap DC9-48-60-24-8C-EV on the same mounts (1)Commscope MCG2C-12-B3 Sector Mount Kit-Structural Evaluation Site USID#:141399 APPENDIX B Wind Calculations and RISA-3D Output File 10/13/2021 TIA-222-H:Mount Analysis Wind Loading 141399-GREENBURG 2021723.21.141399.01 Structure Information Code Specifications Topographic Inputs Structure Type: Monopole Topographic Feature: N/A Structure Height: 100 ft TIA/EIA Code: H z(Mount Centerline)= 96 ft Ultimate Wind Speed(No Ice)= 97 mph 13-s gust) Gh(Mount Gust Effect Factor). 1.00 Ultimate Wind Speed(With Ice)= 30 mph(3-s gust) Risk Category: II Ice Thickness 1.5 in Exposure Category C Tower Base Elevation(AMSL) 171 ft Section Sets No Ice Ice Output Mount Components Side(Longest Calculated De,for Dc,for ice weight Area Type User's Wind P Member Type Length(in) Other Side(in) g yD K, Normal Wind Force Ib Normal Ice Wind Force seeing wind)(in) ice weight(in) (in) (Round or Flat) Multiplier ( /ft)" Ice Weight(lb/ft). (Ib1ft)" Face Horizontal Pipe 152.000 2.875 2.875 2.88 Round 0.90 1.00 8.20 1.68 9.27 Pipe Mount Pipe 96.000 2.375 2.375 2.38 Round 0.90 1.00 6.78 1.32 8.25 Standoff Arm Pipe 37.406 2.875 2.875 2.88 Round 0.90 1.00 6.38 1.10 9.27 Standof Vertical Pipe 45.600 2.375 2.375 2.38 Round 0.90 1.00 6.05 1.07 8.25 Standoff Diagonal Pipe 52.121 0.75 0.75 0.75 Round 0.90 1.00 2.14 0.86 4.93 Tower Connection Pipe Pipe 47.800 4.5 4.5 4.50 Round 0.90 1.00 9.42 1.39 12.58 Standoff Connection Plate Square/Rect. 4.000 0.5 3 3.04 Flat 0.90 1.00 1.70 0.67 9.61 Tie-Back Pipe 90.733 2.375 2.375 2.38 Round 0.90 1.00 6.78 1.30 8.25 'All forces are antaao'', Appurtenances Shielding No Ice Ice Output Appurtenance Model Loading Elevation(ft) Height(in) Front Width(in) Side Depth(in) Wt(Ibs) Type for Area Front Shielding Side Shielding K,and/or Hock Normal Wind Wt(Ibs)(no Normal Wind Force(Ibs)Wt(Ibs)(only ice)` (%) (%) shielding Force(Ibs)` ice)' (w/ice)" (3)CMA-UBTULBULBHH-6517-17-21-21 96 96.5 27.2 7.7 112 Flat 0% 0% 0.90 583.55 112.00 60.45 435.64 (3)AEQK+AEOU STACKED 98.75 59 17.7 9.5 198.4 Flat 0% 0% 0.90 231.77 198.40 25.14 224.86 (3)80010966 96 96 20 6.9 114.6 Flat 056 0% 0.90 445.92 114.60 46.88 339.87 (3)AlrScale Deal RRH 4T4R 812/14 320W AHLBA 96 28.74 9.45 15.35 101.41 flat 0% 0% 0.90 59.29 101.41 7.22 113.34 (3)AirScale Dual RRH 4T4R B25/66 320W AHFIB 96 26.57 6,5 12.87 66.14 Flat 0% 0% 0.90 39.14 66.14 5.08 82.52 (3)AlrScale RRH 4T4R B5 160W AHCA 96 13.3 6.5 11.6 36.8 Flat 0% 0% 0.90 18.50 36.80 2.69 46.74 (3)Air-Scale RRH 4T4R B30 100W AHNA 96 16.83 7.22 12.76 39.02 Flat 0% 0% 0.90 26.01 39.02 3.58 60.84 (2)DC9-48-60'24-8C-EV 96 31.41 10.24 18,28 26.2 Round 0% 0% 0.90 40.88 26.20 5.64 140.00 'An forces are umaanred. , Y z x .N167 183 1N 123 !i. '189 `,;20 iro 195r ''' 192 �1d50 148 :i:3S ' 4'1" 59 _'•rr 149 205 q go. iret i 4 + \:i19 ` II'7` w� r+ 6 '' `' 1;:'�F 193 1,,i200 4 ' 1\1124 7 106 {�190E t43 206 C•- t 192A "445 ' , 60 CENT y411 190 75 'cV95A 'i 7 ,�'S;* , ,r r__1,15 111:, 1454 7 i ;, 'Ea3A 6N170A os' 0 197 I�`fi '1:7 N156A :A N102 61 Envelope Only Solution GPD SK- 1 Risley, Mac 141399 -GREENBURG Oct 13, 2021 at 10:12 AM 2021723.21.141399.01 141399.Loaded.r3d Y • z x f p P2.5 TD co °2•s cv a. o STO co A� p25 SSD O = a �+7�d P�3, 2 co a a P gP� co a �`'_ O *a S 2co r SSTO , P25 rD 9`�re a a O �(3X��2 A`�S co q co o Qry + . y o co `Jqs • f u'�A co •L3 = .".f� NIc a aN� a PL3x12 ' 5STD o 001i : i' cp a a 1-- co N a { Envelope Only Solution GPD SK -2 Risley, Mac 141399 - GREENBURG Oct 13, 2021 at 10:12 AM 2021723.21.141399.01 141399.Loaded.r3d i Y 411 INV Z X s , hh, 600"'--, ,,...to Al pli t -4 ` Al. / vo.,„1„.: ,„.41; 44111 mill Lill116... .:., r, 7 . .,.. .4. g „,.. 1 i 1 Pr. pr Envelope Only Solution GPD SK - 3 Risley, Mac 141399 - GREENBURG Oct 13, 2021 at 10:12 AM 2021723.21.141399.01 141399.Loaded.r3d Y .40 Z X -285.021 Ib 8.2461b 1.191b -231.4691b 238.6971b 1- g46761) , 8.2461b 8.2461b/ 1.19Ib/ 238.6971b 1.191b/n 9.0131b 16.1531b 17.7961b -8.2461b 198.56 • 1.191b/ .ii11 14.1261b -9.266•ir i q � 1 198.5671b • 8.4561b / ��/V/111111� 117 a -2.+.021lb 756•„ 1' 8.2461b/' 1661b"?j�� �� ��� 1 'i �/1 j i1M1 -14•4 9.0621b-'i.461b/ i '��) 1.46916 21b1:lt �Repi, ,:1 1 4691, 1i�� � ft h 8.2461b/` ,IIl1 I 4.9 Ib7Ti 051b1 ' i( � ��, IS 11111 � llp:33. ,Il ■ :,521b/ ����Ir4rNia1) :� �i .9D�t� ., ��9.�I-_ ,..._ ,, 11.1 1�?����1I i� ��� d�1 -8.2461b 9.266.y 'llh, rM ,� �, n ggivii\►���, ' �� �,, , I.. 231 4691b ill"'581b wI in7561b �) �' �� t i� • 2 rzT *�4 N • �,1: 0111, 2 ,1.971; , _:,II� OOP' t�11 _+] ' �0�14.i_.��1eti9./U'-'1:4 ZV ''4 0.113� R ti , 1 ` VII !'Opt II `4i''t9 '1 , i14 �` t :PiF: '- y�1�1:. 14 Ti i7".'"I�I i COI�� {�iyi'li�(I'I i1�IA'r'Ay ': u��� �� J��,L1. i 9 IIl�Ib s.�' �iI }��21 Ib ��F0� i1,, I 101 t 11 7i'*" �iTT� 11 i 1 t�f � ii,9111m 16.1531b -2{3• 1,•'111 �! 1II 7.59 Ibri l):, a .,'tom '�i �.'�1 41N 't ' ,i -238.6971b it 00,.' 111110 !1' 11� I � i1�li ' (�� y i� 1 ���1,..' 14.1261b ��� t i 8.2461b .' 9.787lb'!I(. 1 ,1,15 liOr ►, i 8.246 o. orl.' �� ���.: Ili o�M s iy ��� !� .'-'211. le i I 891b al t I+I , .7,.-231.4691 r !T'k Blb/'. � :- III li I,l�� 1 .56 is00°°r M:''' t �Ac:maiiii 'li iito �!all.-. ,. 28.0821b �) i�li� '1 7 63 12.?.11 ..i OIL I ')d 11b/ 4�lk II °I 8 2lll lu ������� 8.2461 I ����� �'•' Ill"' -9.2661b ����.''. 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Z 1,.: iwr...-- Ors ,i '. oM .09 ' o c? ` i' .08 11 o 1 COcsi O Member Shear Checks Displayed(Enveloped) Envelope Only Solution GPD SK - 6 Risley, Mac 141399 - GREENBURG Oct 13, 2021 at 10:15 AM 2021723.21.141399.01 141399.Loaded.r3d 1 Company GPD IIRISA Oct 13,2021 Designer Risley,Mac 10:15 AM Job Number 2021723.21.141399.01 Checked By: A NEMETSCHEK COMPANY Model Name : 141399-GREENBURG i t Hot Rolled Steel Properties Label E jksij G[ksij Nu Therm(\1...Density[kff... Yield[ksij Ry Fu[ksij Rt 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 23 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.4 58 1,3 5 A500 Gr.46 29000 11154 .3 .65 .49 46 1.4 58 1.3 6 A53GrB 35 29000 11154 .3 .65 .49 35 1.5 63 1.2 ' 7 A529 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 i Hot Rolled Steel Section Sets Label Shape Type Design List Material Design.. A[in21 Iw fin41 Izz fin4t_ J fin41 1 Face Horizontal P2.5 STD None None A53GrB...Typica 1.704 1.53 1.53 3.059 2 Pipe Mount P2 STD None None A53GrB...Typica 1.075 .666 .666 1.331 3 Standoff Arm P2.5 STD None None A500 Gr.. Typica 1.704 1.53 1.53 3.059 4 Standof Vertical P2 STD None None A500 Gr.. Typica 1.075 .666 .666 1,331 5 Standoff Diagonal SR 3/4 None None A529 Gr.. Typica .442 .016 .016 .031 6 Tower Connection Pipe HSS4.5X3/16 None None A500 Gr.. Typical 2.54 5.917 5.917 11.833 7 Standoff Connection Plate PL3x1/2 None None A36 Gr.36 Typical 1.5 .031 1.125 .112 8 Tie-Back P2 STD None None A500 Gr.. Typical 1.075 .666 .666 1.331 B Joint Coordinates and Temperatures Label X fin] Y tint Z fin] Temp IF] Detach From Diao... 1 N 1 60 0 76. 0 2 N2 60 0 -76. 3 N3 60 38.25 76. 0 4 N4 60 38.25 -76. 0 5 N5 60 0 -36.5 0 6 N6 60 0 36.5 0 7 N7 60 38.25 -36.5 0 8 N8 60 38.25 36.5 0 9 N9 25.25 0 -0. 0 10 N 10 25.25 38.25 -0. 0 11 N11 25.25 -4.775 -0. 0 12 N12 25.25 43.025 -0. 0 13 N13 55.5 0 -36.5 0 14 N14 55.5 0 36.5 0 15 N15 55.5 38.25 -36.5 0 16 N16 55.5 38.25 36.5 0 17 N17 25.25 33.25 -0. 0 18 N18 25.25 5 -0. 0 19 AT 20 33.25 -0. 0 20 AB 20 5 -0. 0 21 N21 29.078643 38.25 -4.619685 0 .. 22 N22 31.631072 38.25 -7.699475 0 - 23 N23 54.223'786 0 -34.960105 0 a 24 N26 29.078643 0 -4.619685 0 25 , N27 31.631072 0 -7.699475 0 26 N30 29.078643 38.25 4.619685 0 27 N31 31.631072 38.25 7.699475 0 28 N32 29.078643 0 4.619685 0 29 N33 31.631072 0 7.699475 0 30 N31A 54.223786 0 34.960105 0 31 N37 60 0 -72. 0 32 N38 60 38.25 -72. 0 RISA-3D Version 17.0.2 [\...\...1...\...\...\...\...\01_Mount\00_Rev 0\03_Modeling\141399.Loaded.r3d] Page 1 I f Company : GPD Oct 13,2021 IIIRISA Job N Designerumber : 2021 Risley,Mac723.21.141399.01 10:15 AM Checked By: ANEMETSGHEK COWAN, Model Name : 141399-GREENBURG Joint Coordinates and Temperatures (Continued) Label X fin] Y tin] Z[in] Temp jFJ Detach From Dial)... 33 N45 63 0 -72. 0 34 N46 63 38.25 -72. 0 35 N50 63 67.125 -72. 0 36 N54 63 -28.875 -72 0 ,0 37 N55 55.5 41.925 -36.5 0 ' 38 N56 55.5 41.925 36.5 0 39 N57 55.5 -3.675 -36.5 0 40 N58 55.5 -3.675 36.5 0 41 N56A 60 0 72. 0 42 N57A 60 38.25 72. 0 43 N58A 63 0 72. 0 44 N59 63 38.25 72. 0 45 N60 63 67.125 72. 0 46 N61 63 -28.875 72. 0 47 CENTER 0 0 0 0 48 N63A 63 41.25 72. 0 49 N67A -95.817931 0 13.961524 0 50 N68 35.817931 0 89.961524 0 51 N69 -95.817931 38.25 13.961524 0 52 N70 35.817931 38.25 89.961524 0 53 N71 1.609927 0 70.211524 0 54 N72 -61.609927 0 33.711524 0 55 N73 1.609927 38.25 70.211524 0 56 N74 -61.609927 38.25 33.711524 0 57 N75 -12.625 0 21.867141 0 58 N76 -12.625 38.25 21.867141 0 59 N77 -12.625 -4.775 21.867141 0 60 N78 -12.625 43.025 21.867141 0 61 N79 3.859927 0 66.31441 0 62 N80 -59.359927 0 29.81441 0 63 N81 3.859927 38.25 66.31441 0 64 N82 -59.359927 38.25 29.81441 0 65 N83 -12.625 33.25 21.867141 0 66 N84 -12.625 5 21.867141 0 67 BT -10. 33.25 17.320508 0 68 BB -10. 5 17.320508 0 69 N87 -10.538557 38.25 27.492686 0 70 N88 -9.147595 38.25 31.24305 0 71 N89 3.164446 0 64.439228 0 72 N90 -10.538557 0 27.492686 0 73 N91 -9.147595 0 31.24305 0 74 N92 -18.540086 38.25 22.873001 0 75 N93 -22.483477 38.25 23.543574 0 76 , N94 -18.540086 0 22.873001 0 77 N95 -22.483477 0 23.543574 0 78 N96 -57.388232 0 29.479123 0 79 N97 32.353829 0 87.961524 0 80 N98 32.353829 38.25 87.961524 0 81 N99 30.853829 0 90.5596 0 82 N100 30.853829 38.25 90.5596 0 83 N 101 30.853829 67.125 90.5596 0 84 N102 30.853829 -28.875 90.5596 0 85 N103 3.859927 41.925 66.31441 0 86 N104 -59.359927 41.925 29.81441 0 87 N105 3.859927 -3.675 66.31441 0 88 N106 -59.359927 -3.675 29.81441 0 89 N 119 -92.353829 0 15.961524 0 RISA 3D Version 17.0.2 [\...\...\...\...\...\...\...\01 Mount\00 Rev 0\03 Modeling\141399.Loaded.r3d] Page 2 I I Company : GPD Oct 13.2021 IRISADesigner Risley,Mac 10:15 AM Job Number 2021723.21.141399.01 Checked By: ANEMETSCHEK COMPANY Model Name : 141399-GREENBURG Joint Coordinates and Temperatures (Continued) Label X[in] Y[in] Z finl Temp IFl Detach From Diao... 90 , N120 -92.353829 38.25 15.961524 0 91 N121 -93.853829 0 18.5596 0 92 N122 -93.853829 38.25 18.5596 0 93 N123 -93.853829 67.125 18.5596 0 94 N124 -93.853829 -28.875 18.5596 0 95 N126 -93.853829 41.25 18.5596 0 96 N133 35.817931 0 -89.961524 0 97 N134 -95,817931 0 -13.961524 0 98 N135 35.817931 38.25 -89.961524 0 99 N136 -95.817931 38.25 -13.961524 0 100 N137 -61.609927 0 -33.711524 0 101 N 138 1.609927 0 -70.211524 0 102 N139 -61.609927 38.25 -33.711524 0 103 N140 1.609927 38.25 -70.211524 0 104 N141 -12.625 0 -21.867141 0 105 N142 -12.625 38.25 -21.867141 0 106 N143 -12,625 -4.775 -21.867141 0 107 N144 -12.625 43.025 -21.867141 0 108 N145 -59.359927 0 -29.81441 0 109 N146 3.859927 0 -66.31441 0 110 N147 -59.359927 38.25 -29.81441 0 111 N148 3.859927 38.25 -66.31441 0 112 N149 -12.625 33.25 -21.867141 0 113 N150 -12.625 5 -21.867141 0 114 CT -10 33.25 -17.320508 0 115 CB -10 5 -17.320508 0 116 N153 -18.540086 38.25 -22.873001 0 117 N154 -22.483477 38.25 -23.543574 0 118 N155 -57.388232 0 -29.479123 0 119 N156 -18.540086 0 -22.873001 0 120 N157 -22.483477 0 -23.543574 0 121 N158 -10.538557 38.25 -27.492686 0 122 N159 -9.147595 38.25 -31.24305 0 123 N160 -10.538557 0 -27.492686 0 124 N161 -9.147595 0 -31.24305 0 125 N162 3.164446 0 -64.439228 0 126, N163 -92.353829 0 -15.961524 0 127 N164 -92.353829 38.25 -15.961524 0 128 N165 -93.853829 0 -18.5596 0 129 N166 -93.853829 38.25 -18.5596 0 130 N167 -93.853829 67.125 -18.5596 0 131 N168 -93.853829 -28.875 -18.5596 0 132 N169 -59,359927 41.925 -29.81441 0 133 N170 3.859927 41.925 -66.31441 0 134 N171 -59.359927 -3.675 -29.81441 0 - 135 N172 3.859927 -3.675 -66.31441 0 ' 136 N185 32.353829 0 -87.961524 0 " 137 N186 32.353829 38.25 -87.961524 0 " 138 N187 30.853829 0 -90.5596 0 139 N188 30.853829 38.25 -90.5596 0 140 N189 30.853829 67.125 -90.5596 0 141 N190 30.853829 -28.875 -90.5596 0 142 N192 30.853829 41.25 -90.5596 0 143. N203 54.223786 38.25 34.960105 0 144 N204 54.223786 38.25 -34.960105 0 145 N199 63 22.25 72. 0 146 N200 -12.625 22,25 21,867141{ RISA-3D Version 17.0.2 [\...1...\...\...\...\...1...\01_Mount\00_Rev 0\03_Modeling1141399.Loaded.r3d] Page 3 I I Company : GPD Oct 13,2021 RISADesigner : Risley,Mac 10:15 AM Job Number 2021723.21.141399.01 Checked By: ANEMETSC EK COMPANY Model Name : 141399-GREENBURG Joint Coordinates and Temperatures (Continued) Label X[in] Y[in] Z[inj Temp jFJ Detach From Diap... 147, N202 -93.853829 22.25 18.5596 0 148 N203A -12.625 22.25 -21.867141 0 149 N205 30.853829 22.25 -90.5596 0 150 N206 25.25 22.25 -0. 0 151 N151 60 0 -0. 0 152 N152 60 38.25 -0. 0 153 N153A 63 0 -0. 0 154 N154A 63 38.25 -0. 0 155 N155A 63 67.125 -0. 0 4 156 N156A 63 -28.875 -0. 0 157 N165A -30. 0 51.961524 0 158 N166A -30. 38.25 51,961524 0 159 N167A -31.5 0 54.5596 0 160 N168A -31.5 38.25 54.5596 0 161 N169A -31.5 67.125 54.5596 0 162 N170A --31.5 -28.875 54.5596 0 163 N179 -30. 0 -51.961524 0 164 N180 -30. 38.25 -51.961524 0 165 N181 -.31.5 0 -54.5596 0 166. N182 -31.5 38.25 -54.5596 0 167 N183 -31.5 67.125 -54.5596 0 168 N184 -31.5 -28.875 -54.5596 0 169 N190B -12.625 16.25 21.867141 0 170 N191A -12.625 16.25 -21.867141 0 171 N192A 25.25 16.25 -0. 0 172 N193 63 16.25 -72. 0 173 , N195 -93.853829 16.25 -18.5596 0 174 N197 30.853829 16.25 90.5596 0 Member Primary Data Label I Joint J Joint K Joint Rotate(d... Section/Shape Tvpe Design List Material Design Rul... 1 Al N50 N54 Pipe Mount None None A53GrB 35 Typical 2 A2 N155A N156A Pipe Mount None None A53GrB 35 Typical 3 A3 N60 N61 Pipe Mount None None A53GrB 35 Typical 4 B1 N101 N102 Pipe Mount None None A53GrB 35 Typical 5 B2 N169A N170A , Pipe Mount None None A53GrB 35 Typical 6 B3 N123 N124 Pipe Mount None None A53GrB 35 Typical 7 Cl N167 N168 Pipe Mount None None A53GrB 35 Typical 8 C2 N183 Ni84 Pipe Mount None None A53GrB 35 Typical 9 C3 N189 N190 Pipe Mount None None A53GrB 35 Typical 10 M1 N3 N4 Face Horizontal None None A53GrB 35 Typical 11 M2 Ni N2 Face Horizontal None None A53GrB 35 Typical 12 M3 N6 N14 RIGID None None RIGID Typical 13 M4 N5 N13 RIGID None None RIGID Typical 14 M5 N7 N15 RIGID None None RIGID Typical 15 M7 N8 N16 RIGID None None RIGID Typical 16 M9 N12 N11 Tower Connection Pipe None None A500 Gr.42 Typical 17 M12 N17 AT RIGID None None RIGID Typical 18 M12A N22 N23 Standoff Diagonal None None A529 Gr.50 Typical 19 M12B N15 N22 Standoff Arm None None A500 Gr.42 Typical 20 M13 N18 AB RIGID None None RIGID Typical 21 M13A N22 N21 90 Standoff Connection P.. None None A36 Gr.36 Typical 22 M14 N21 N10 RIGID None None RIGID Typical 23 M14A N13 N27 Standoff Arm None None A500 Gr.42 Typical 24 Mi5 N27 N26 90 Standoff Connection P.. None None A36 Gr.36 Typical RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\01_Mount\00 Rev 0\03_Modeling\141399.Loaded.r3d] Page 4 • Company : GPD Oct 13,2021 z Designer : Risley,Mac ''RIBA 10:15AM Job Number 2021723.21.141399.01 Checked By: A NEMETSCHEKCOMPANv Model Name : 141399-GREENBURG Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(d... Section/Shape Type Design List Material Design Rul... 25 M16 N26 N9 RIGID None None RIGID Tvpica 26 M17 N16 N31 Standoff Arm None None A500 Gr.42 Typica 27 M18 N31 N30 90 Standoff Connection P.. None None A36 Gr.36 Typica 28 M19 N30 N10 RIGID None None RIGID Typica 29 M20 N14 N33 Standoff Arm None None A500 Gr.42 Tvpica 30 M21 N33 N32 90 Standoff Connection P., None None A36 Gr.36 Tvpica 31 M22 N32 N9 RIGID None None RIGID Typica 32 M23 N31 N31A Standoff Diagonal None None A529 Gr.50 Tvpica , 33 M34 N38 N46 RIGID None None RIGID Tvpica H 34 M35 N37 N45 RIGID None None RIGID Tvpica 35 M35A N57A N59 RIGID None None RIGID Tvpica 36 , M36 N55 N57 Standof Vertical None None A500 Gr.42 Tvpica 37 M36A N56A N58A RIGID None None RIGID Tvpica 38 M37 N56 N58 Standof Vertical None None A500 Gr.42 Tvpica 39 M46 N69 N70 Face Horizontal None None A53GrB 35 Typica 40 M47 N67A N68 Face Horizontal None None A53GrB 35 Typica 41 M48 N72 N80 RIGID None None RIGID Tvpica 42 M49 N71 N79 RIGID None None RIGID Typica 43 M50 N73 N81 RIGID None None RIGID Typica 44 M51 N74 N82 RIGID None None RIGID Tvpica 45 M52 N78 N77 Tower Connection Pipe None None A500 Gr.42 Typica 46 M53 N83 BT RIGID None None RIGID Typica 47 M54 N88 N89 Standoff Diagonal None None A529 Gr.50 Tvpica 48 M55 N81 N88 Standoff Arm None None A500 Gr.42 Tvpica 49 M56 N84 BB RIGID None None RIGID Typica 50 M57 N88 N87 90 Standoff Connection P.. None None A36 Gr.36 Typica 51 M58 N87 N76 RIGID None None RIGID Typica 52 M59 N79 N91 Standoff Arm None None A500 Gr.42 Tvpica 53 M60 N91 N90 90 Standoff Connection P.. None None A36 Gr.36 Tvpica 54 M61 N90 N75 RIGID None None RIGID Typica 55 M62 N82 N93 Standoff Arm None None A500 Gr.42 Tvpica 56 M63 N93 N92 90 Standoff Connection P.. None None A36 Gr.36 Tvpica 57 M64 N92 N76 RIGID None None RIGID Tvpica 58 M65 N80 N95 Standoff Arm None None A500 Gr.42 Typica 59 M66 N95 N94 90 Standoff Connection P.. None None A36 Gr.36 Tvpica 60 M67 N94 N75 RIGID None None RIGID Typica 61 M68 N93 N96 Standoff Diagonal None None A529 Gr.50 Typica 62 M73 N98 N100 RIGID None None RIGID Typica 63 M74 N97 N99 RIGID None None RIGID Tvpica 64 M75 N120 N122 RIGID None None RIGID Typica 65 M76 N103 N105 Standof Vertical None None A500 Gr.42 Tvpica 66 M77 N119 N121 RIGID None None RIGID Typica 67 M78 N104 N106 Standof Vertical None None A500 Gr.42 Tvpica 68 M86 N135 N136 Face Horizontal None None A53GrB 35 Typical 69 M87 N133 N134 Face Horizontal None None A53GrB 35 Typical 70 M88 N138 N146 RIGID None None RIGID Typical 71 M89 N137 N145 RIGID None None RIGID Typical _ 72 M90 N139 N147 RIGID None None RIGID Typical 73 M91 N140 N148 RIGID None None RIGID Typical 74 M92 N144 N143 Tower Connection Pipe None None A500 Gr.42 Typical 75 M93 N149 CT RIGID None None RIGID Typical 76 , M94 N154 N155 Standoff Diagonal None None A529 Gr.50 Typical 77 M95 N147 N154 Standoff Arm None None A500 Gr.42 Typical 78 M96 N150 GB RIGID None None RIGID Typical 79 M97 N154 N153 90 Standoff Connection P.. None None A36 Gr.36 Typical 80 M98 N153 N142 RIGID None None RIGID Typical 81 M98A N152 N154A RIGID None None RIGID Typical RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\01_Mount\00_Rev 0\03_Modeling\141399.Loaded.r3d] Page 5 1 Company GPD Oct 13,2021 IRISADesige 10:15 AM Job Numberner : 202172Risl y,3.2Mac1.141399.01 Checked By: ANEMETSCHEKCOMPAN" Model Name 141399-GRI=ENBURG Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(d... Section/Shape Tvpe Design List Material Design Rul... 82 M99 N145 N157 Standoff Arm None None A500 Gr.42 _. Typica 83 M99A N151 N153A RIGID None None RIGID Typica 84 M100 N157 N156 90 Standoff Connection P.. None , None A36 Gr.36 Tvpica 85 M101 N156 N141 RIGID None None RIGID Tvpica 86 M102 N148 N159 Standoff Arm None None A500 Gr.42 Typica 87 M103 N159 N158 g;. Standoff Connection P.. None None A36 Gr.36 Tvpica 88 M104 N158 N142 RIGID None None RIGID Typica x 89 . MINA N166A N168A RIGID None None RIGID Tvpica * 90 M105 N146 N161 Standoff Arm None None A500 Gr.42 Typica 91 M105A N165A N167A RIGID None None RIGID Tvpica 92 M106 N161 N160 90 Standoff Connection P.. None None A36 Gr,36 Tvpica 93 M107 N160 N141 RIGID None None RIGID Tvpica 94 M108 N159 N162 Standoff Diagonal None None A529 Gr.50 Typica 95 M110 N180 N182 RIGID None None RIGID Tvpica 96 M111 N179 N181 RIGID None None RIGID Typica 97 M113 N164 N166 RIGID None None RIGID Tvoica 98 M114 N163 N165 RIGID None None RIGID Tvoica I 99 M115 N186 N188 RIGID None . None RIGID Tvpica 100 M116 N169 N171 Standof Vertical None None A500 Gr.42 Typica I101 M117 N185 N187 RIGID None None , RIGID Tvpica 102 M118 N170 N172 Standof Vertical None None A500 Gr.42 Tvpica I 103 M121 , N199 N200 Tie-Back None None A500 Gr.42 Tvpica I 104 M122 N202 N203A Tie Back None None A500 Gr.42 Typica 105 M123 N205 N206 Tie Back None None A500 Gr.42 Typica I 106 M115A N193 N191A Tie-Back None None A500 Gr.42 Tvpica I 107 M116A N195 N1906 Tie Bank None None A500 Gr.42 , Tvpica i 108 M117A N197 N192A Tie Back None None A500 Gr.42 Typica i Joint Boundary Conditions Joint Label X[k/in] Y[k/in] Z[Win] X Rot.[k-ft/radj Y Rot.jk-ft/radj Z Rot.[k-ft/radj 1 AT Reaction Reaction Reaction Reaction Reaction 2 AB Reaction Reaction Reaction Reaction Reaction 3 BT Reaction Reaction Reaction Reaction Reaction 4 BB Reaction Reaction Reaction Reaction Reaction 5 CT Reaction Reaction Reaction Reaction Reaction 6 GB Reaction Reaction Reaction Reaction Reaction Load Combinations Description S... P... S... B... Fa... B... Fa... B... Fa..,B... Fa,.. B... Fa... B... Fa... B..._Fa... B... Fa... B... Fa... B... Fa... 1 1.4 Dead Yes Y 1 1.4 0 0 0 0 , 0 0 0 2 1.2 Dead+1.0 Wind @ 0°...Yes Y 1 1.2 2 1 0 0 0 0 0 0 3 0.9 Dead+ 1.0 Wind @ 0°...Yes Y 1 .9 2 1 0 0 0 0 0 0 4 1.2 Dead+1.0 Wind @ 30°..Yes Y 1 1.2 3 1 0 0 0 0 0 0 5 0.9 Dead+1.0 Wind @ 30°..Yes Y 1 .9 3 1 0 0 0 0 0 0 rr 6 1.2 Dead+1.0 Wind @ 60°..Yes y 1 1.2 4 1 0 0 0 0 0 0 b 7 0.9 Dead+1.0 Wind @60°..Yes Y 1 .9 4 1 0 0 0 0 0 0 , 8 1.2 Dead+1.o Wind @90°..Yes y 1 1.2 5 1 0 0 0 0 0 0 g 0.9 Dead+1.0 Wind @ 90°.Yes Y 1 .9 5 1 0 0 0 0 0 0 10 1.2 Dead+1.0 Wind @ 12...Yes V 1 1.2 6 1 0 0 0 0 0 0 11 0.9 Dead+ 1.0 Wind @ 12...Yes y 1 .9 6 1 0 0 0 0 0 0 1 12 1.2 Dead+ 1.0 Wind @ 15...Yes V 1 1.2 7 1 0 0 0 0 0 0 3 13 0.9 Dead+1.0 Wind @ 15...Yes V 1 .9 7 1 0 0 0 0 0 0 14 1.2 Dead+1.0 Wind @ 18...Yes Y 1 1.2 8 1 0 0 0 0 0 0 15 0.9 Dead+1.0 Wind @ 18...Yes y 1 .9 8 1 0 0 0 0 0 0 Q RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\01_Mount\00_Rev 0\03_Modeling\141399.Loaded.r3d] Page 6 i f Company : GPD Oct 13,2021 II Designer Risley,Mac 10:15 AM Job Number 2021723.21.141399.01 Checked By: ANEMETSCHEK COMPAN, Model Name : 141399-GREENBURG Load Combinations(Continued) Description S... P...S...B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 16 1.2 Dead+ 1.0 Wind @ 21...Yes Y 1 1.2 9 1 0 0 0 0 0 0 17 0.9 Dead+1.0 Wind @ 21...Yes y 1 .9 9 1 0 0 0 0 0 0 18 1.2 Dead+1.0 Wind @ 24...Yes Y 1 1.2 10 1 0 0 0 0 0 0 19 0.9 Dead+ 1.0 Wind @ 24...Yes Y 1 .9 10 1 0 0 0 0 0 0 20 1.2 Dead+1.0 Wind @ 27...Yes Y 1 1.2 11 1 0 0 0 0 0 0 21 0.9 Dead+ 1.0 Wind @ 27...Yes Y 1 .9 11 1 0 0 0 0 0 0 22 1.2 Dead+1.0 Wind @ 30...Yes Y 1 1.2 12 1 0 0 0 0 0 0 23 0.9 Dead+1.0 Wind @ 30...Yes Y 1 .9 12 1 0 0 0 0 0 0 24 1.2 Dead+1.0 Wind @ 33...Yes Y 1 1.2 13. 1 0 0 0 , 0 0 0 25 0.9 Dead+1.0 Wind @ 33...Yes Y 1 .9 13 1 0 0 . 0 0 0 0 26 1.2 Dead+1.0 Ice Wind @..Yes y 1 1,2 15 1 14 1 1 0 0 0 0 27 1.2 Dead+1.0 Ice Wind @..Yes Y 1 1.2 16 1 14 1 1 0 0 0 0 28 1.2 Dead+1.0 Ice Wind @..Yes Y 1 1.2.17 1 14 1 1 0 0 0 0 29 1.2 Dead+1.0 Ice Wind @..Yes Y 1 1.2 18 1 14 1 1 0 0 0 0 30 1.2 Dead+1.0 Ice Wind @..Yes Y 1 1.2 19 1 14 1 1 0 0 0 0 31 1.2 Dead+ 1.0 Ice Wind @..Yes Y 1 1.2 20 1 14 1 1 0 0 0 0 32 1.2 Dead+ 1.0 Ice Wind @..Yes Y 1 1.2.21 1 14 1 1 0 0 0 0 33 1.2 Dead+1.0 Ice Wind @..Yes Y 1 1.2 22 1 14 1 1 0 0 0 0 34 1.2 Dead+1.0 Ice Wind @..Yes V 1 .1.2 23 1 14 1 1 0 0 0 0 35 1.2 Dead+1.0 Ice Wind @..Yes y 1 1.2 24 1 14 1 1 0 0 0 0 36 1.2 Dead+1.0 Ice Wind @..Yes Y 1 , 1.2 25 1 14 1 1 0 0 0 0 87 1.2 Dead+ 1.0 Ice Wind @..Yes Y 1 1.2 26 1 14 1 1 0 0 0 0 88 1.2 Dead+ 1.5 Live_M-Al..Yes V 1 1.2 27 1.5 2 .096 0 0 0 0 0 39 1.2 Dead+ 1.5 Live_M-Al..Yes Y 1 1.2 27 1.5 3 .096 0 0 0 0 0 40 1.2 Dead+1.5 Live_M-Al_Yes Y 1 1.2 27 1.5 4 .096 0 0 0 0 0 41 1.2 Dead+ 1.5 Live_M-Al..Yes V 1 1.2,27, 1.5, 5 .096 0 0 0 0 0 42 1.2 Dead+1.5 Live_M-Al..Yes V , 1 1.2 27 1.5 6 .096 0 0 0 , 0 0 43 1.2 Dead+ 1.5 Live_M-Al..Yes Y 1 1.2 27 1.5 7 .096 0 0 0 0 0 44 ,1.2 Dead+ 1.5 Live_M-Al„Yes V 1 1.2 27 1.5 8 .096 0 . 0 0 0 0 45 1.2 Dead+ 1.5 Live_M-Al..Yes Y 1 1.2 27 1.5 9 .096, 0 0 0 0 0 46 1.2 Dead+1.5 Live_M-Al..'Yes Y 1 1.2 27 1.5 10 .096 0 0 , 0 0 0 47 1.2 Dead+ 1.5 Live_M-Al..Yes Y 1 1.2 27 1.5 11 -096 0 0 0 0 0 48 1.2 Dead+1.5 Live_M-Al..'Yes y 1 1.2 27 1.5 12 .096 0 0 0 0 0 49 1.2 Dead+1.5 Live_M-A1..Yes Y 1 ,1.2,27 1.5 13 .096 0 0 0 0 0 50 1.2 Dead+1.5 Live_M-A2..Yes Y 1 1.2 28 1.5, 2 .096 0 0 0 0 0 51 1.2 Dead+1.5 Live_M-A2..Yes V 1 1.2 28 1.5 3 .096 0 0 0 0 0 52 1.2 Dead+1.5 Live_M-A2..Yes V 1 1.2 28 1.5 4 .096 0 0 0 0 0 53 1.2 Dead+ 1.5 Live_M-A2..Yes Y 1 1.2 28 1.5 5 .096 0 0 0 0 0 54 1.2 Dead+1.5 Live_M-A2..Yes Y 1 1.2 28 1.5 6 .096 0 0 0 0 0 55 1.2 Dead+ 1.5 Live_M-A2..Yes Y 1 1.2 28 1.5 7 .096 0 0 0 0 0 56 1.2 Dead+1.5 Live_M-A2..Yes Y 1 1.2 28 1.5 8 -096 0 0 0 0 0 57 1.2 Dead+1.5 Live_M-A2..Yes V 1 1.2 28 1.5 9 ..096 0 0 0 0 0 58 1.2 Dead+1.5 Live_M-A2..Yes V 1 1.2 28 1.5 10 .096 0 0 0 0 0 59 1.2 Dead+1.5 Live_M-A2..Yes Y 1 1.2 28 1.5,11 .096 0 0 0 0 0 60 1.2 Dead+1.5 Live_M-A2..Yes V 1 1.2 28 1.5 12 .096 0 , 0 0 0 0 K 61 1.2 Dead + 1.5 Live_M-A2..Yes V 1 1.2 28 1.5 13..096 0 0 0 0 0 62 1.2 Dead+1.5 Live_M-A3..XYes Y 1 1.2 29 1.5 2 .096 0 0 , 0 , 0 0 • 63 1.2 Dead+1.5 Live_M-A3..Yes Y 1 1.2 29 1.5 3 .096 0 0 0 0 0 64 ,1.2 Dead+1.5 Live_M-A3..Yes Y 1 1.2 29 1.5 4 .096 0 0 0 0 0 65 1.2 Dead+1.5 Live_M-A3..Yes Y 1 1.2 29 1.5 5 .096 0 0 . 0 0 0 66 1.2 Dead+1.5 Live_M-A3..Yes Y 1 1.2 29 1.5 6 .096 0 0 0 0 0 67 1.2 Dead+ 1.5 Live_M-A3..Yes V 1 , 1.2 29 1.5 7 .096 0 0 0 0 0 68 1.2 Dead+ 1.5 Live_M-A3..Yes V 1 1.2 29 1.5 8 .096 0 0 0 0 0 69 1.2 Dead+1.5 Live_M-A3..Yes Y 1 1.2 29 1.5 9 .096 0 0 0 0 0 70 1.2 Dead+1.5 Live_M-A3..Yes V 1 1.2 29 1.5 10 .096 0 0 0 0 0 71 1.2 Dead+ 1.5 Live_M-A3..Yes Y 1 1.2 29 1.5 11 .096 0 0 0 0 0 72 1.2 Dead+1.5 Live_M-A3..Yes V 1 1.2 29 1.5 12 .096 0 0 0 0 0 RISA-3D Version 17.0.2 [\...1...\...\...\...\...\...\01 Mount\00 Rev 0\03_Modeling\141399.Loaded.r3d] Page 7 'R'SCompany : GPDIi m Designer : Risley,Mac Job Number Oct 13,2021 10:15 AM 2021723.21.141399.01 Checked By: ANEMETSCHEK COMPANY Model Name : 141399-GREENBURG Load Combinations (Continued) 1 Description S... P... S...B... Fa... B...Fa... B,.. Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 47 73 1.2 Dead+1.5 Live_M-A3..Yes Y 1 1.2 29 1.5 13 .096 0 0 0 0 0 74 1.2 Dead+1.5 Live_M-B1..ti'es '' 1 1.2 30 1.5 2 .096 0 0 0 0 0 75 1.2 Dead+ 1.5 Live_M-B1..Yes V 1 1.2 30 1.5 3 .096 0 0 0 0 0 7 76 1.2 Dead+1.5 Live_M-B1..Yes Y 1 1.2 30 1.5 4 .096 0 0 0 , 0 0 77 1.2 Dead+1.5 Live_M- B1..Yes Y 1 1.2 30 1.5 5 .096 0 0 0 0 0 78 1.2 Dead+1.5 Live_M-B1..Yes Y 1 1.2 30 1.5 6 0096 0 0 0 0 0 79 1.2 Dead+1.5 Live_M-B1..Yes Y 1 1.2 30 1.5 7 .096 0 0 0 0 , 0 80 1.2 Dead+1.5 Live_M-B1..yes Y 1 1.2 30 1.5 8 .096 0 0 0 0 0 81 1.2 Dead+1.5 Live_M-B1..Yes Y 1 1.2 30 1.5 9 .096 0 , 0 0 0 0 82 1.2 Dead+ 1.5 Live_M-B1..Yes V 1 1.2 30 1.5 10 .096 0 0 0 0 0 83 1.2 Dead+1.5 Live_M-B1..Yes V 1 1.2 30 1.5 11 .096 0 0 0 0 0 84 1.2 Dead+1.5 Live_M-B1..Yes V 1 1,2 30 1.5 12 .096 0 0 0 0 0 85 1.2 Dead+1.5 Live_M-B1..Yes V 1 1.2 30 1.5 13 .096-0 0 0 0 0 86 1.2 Dead+1.5 Live_M-B2..1Yes V 1 1.2 31 1.5 2 .096 0 0 0 0 0 87 1.2 Dead+ 1.5 Live_M-B2..Yes V 1 1.2 31 1.5, 3 0096 0 0 0 0 0 88 1.2 Dead+1.5 Live_M-B2..Yes V 1 1.2 31 1.5 4 .096 0 0 0 0 0 89 1.2 Dead+1.5 Live_M-B2..Yes V 1 1.2 31 1.5 5 .096 0 0 0 0 0 90 1.2 Dead+1.5 Live_M-B2..Yes Y 1 1.2 31 1.5 6 .096 0 , 0 0 0 0 91 1.2 Dead+ 1.5 Live M-B2..Yes Y 1 1.2 31 1.5 7 .096 0 0 0 0 0 92 1.2 Dead+1.5 Live_M-B2..Yes Y 1 1.2 31, 1.5 8 .096 0 0 0 0 0 93 1.2 Dead+1.5 Live_M-B2..Yes V 1 1.2 31 1.5 9 -096 0 0 0 0 0 1 94 1.2 Dead+ 1.5 Live_M-132..Yes V 1 1.2 31 1.5 10 -096 0 0 0 0 0 r 95 1.2 Dead+ 1.5 Live_M-B2..Yes V 1 1.2 31 1.5 11 .096 0 0 0 0 0 96 1.2 Dead+1.5 Live_M-B2..Yes Y 1 1.2 31 1.5 12 .096 0 0 0 0 0 t 97 1.2 Dead+ 1.5 Live_M-B2..Yes Y 1 1.2 31 1.5 13 .096 0 0 0 0 0 98 1.2 Dead+1.5 Live_M-B3..Yes V 1 1.2 32 1.5 2 .096 0 0 0 0 0 r 99 1.2 Dead+1.5 Live_M-B3..Yes V 1 1.2 32 1.5 3 .096 0 0 0 0 0 r 100 1.2 Dead+ 1.5 Live_M-B3..Yes Y 1 1.2 32 1.5 4 .096 Q 0 0 . 0 , 0 101 1.2 Dead+ 1.5 Live M-B3..Yes V 1 1.2 32 1.5 5 .096 0 0 0 0 0 102 1.2 Dead+1.5 Live_M-B3..Yes Y 1 1.2 32 1.5 6 .096, 0 0 0 0 0 103 1.2 Dead+ 1.5 Live_M-B3..Yes V 1 1.2 32 1.5 7 .096 0 0 0 0 0 104 1.2 Dead+1.5 Live_M-B3..Yes Y 1 1.2 32 1.5 8 .096 0 0 0 0 0 105 1.2 Dead+1.5 Live_M-B3..Yes V 1 1.2 32 1.5 9 .096 0 0 0 0 0 106 1.2 Dead+1.5 Live_M-B3..Yes Y 1 1.2 32 1.5 10 .096 0 0 0 0 0 107 1.2 Dead+1.5 Live_M-B3..Yes Y 1 1.2 32 1.5 11 .096 0 0 0 0 0 108 1.2 Dead+1.5 Live_M-B3..Yes Y 1 1.2 32 1.5 12 .096 0 0 0 0 0 109 1.2 Dead+1.5 Live_M-B3..Yes Y 1 1.2 32 1.5 13 .096 0 0 , 0 0 0 110 1.2 Dead+1.5 Live_M-C1..Yes V 1 1.2 33 1.5 2 .096 0 0 0 0 0 111 1.2 Dead+1.5 Live M-C1..Yes Y 1 1.2 33 1.5 3 .096 0 0 0 0 0 112 1.2 Dead+1.5 Live_M-C1..Yes V 1 1.2 33 1.5 4 .096 0 0 0 0 0 113 1.2 Dead+1.5 Live_M-C1..Yes V 1 1.2 33 1.5 5 .096,0 0 0 0 0 ` 114 1.2 Dead+ 1.5 Live_M-C1..Yes Y 1 1.2 33 1.5,6 .096 0 0 0 0 0 115 1.2 Dead+1.5 Live_M-C1..Yes V 1 1.2 33 1.5 7 .096 0 0 0 0 0 116 1.2 Dead+1.5 Live_M-C1.Yes V 1 1.2 33 1.5 8 .096 0 0 0 0 0 117 1.2 Dead+ 1.5 Live_M-C1..Yes Y 1 1.2 33 1.5 9 .096 0 0 0 0 0 '' 118 1.2 Dead+1.5 Live_M-C1..Yes Y 1 1,2 33 1.5 10 .096 0 0 0 0 0 w 119 1.2 Dead+ 1.5 Live_M-C1..Yes Y 1 1.2 33 1.5 11 .096 0 0 0 0 0 120 1.2 Dead+1.5 Live_M-C1.,Yes V 1 1.2 33 1.5 12 .096 0 0 0 0 0 " 121 1.2 Dead+1.5 Live_M-C1..Yes Y 1 1.2 33 1.5 13 .096 Q 0 0 0 0 122 1.2 Dead+1.5 Live_M-C2..Yes Y 1 1.2 34 1.5, 2 .096 0 0 0 0 0 123 1.2 Dead+ 1.5 Live_M-C2..Yes Y 1 1.2 34 1.5,3 .096 0 0 0 0 0 124 1.2 Dead+1.5 Live_M-C2..Yes V 1 1.2 34 1.5 4 .096 0 0 0 0 0 125 1.2 Dead+1.5 Live_M-C2..Yes Y 1 1.2 34 1.5, 5 ..096 0 0 0 0 0 126 1.2 Dead+1.5 Live_M-C2..Yes V 1 , 1.2 34 1.5 6 .096 0 0 0 0 0 127 1.2 Dead+ 1.5 Live_M-C2..Yes V 1 1.2 34 1.5 7 .096 0 0 0 0 0 128 1.2 Dead+ 1.5 Live_M-C2..Yes Y 1 1.2,34, 1.5 8 .096 0 0 . 0 0 0 129 1.2 Dead+ 1.5 Live_M-C2..Yes Y 1 1.2 34 1.5 9 -096 0 0 0 0 0 RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\01_Mount\00_Rev 0\03_Modeling\141399.Loaded.r3d] Page 8 'IRISCompany : GPD Oct 13,2021 Designer : Risley,Mac1.141399.01 10:15 AM Job Number 2021723.2 Checked By: ANE.n=_TSCHEKGOMPAAr Model Name 141399 GREENBURG Load Combinations (Continued) Description S...P...S... B... Fa... B... Fa... B... Fa... B... Fa...B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 130 1.2 Dead+1.5 Live_M-C2..Yes Y 1 1.2 34 1.5 10 .096 0 0 0 0 0 _ 131 1.2 Dead+1.5 Live_M-C2..Yes Y 1 1.2 34 1.5 11 .096 0 0 0 0 0 132 1.2 Dead+1.5 Live_M-C2..Yes Y 1 1.2 34. 1.5 12 .096 0 0 0 0 0 133 1.2 Dead+ 1.5 Live_M-C2..Yes Y 1 1.2 34 1.5 13 .096 0 0 0 0 0 134 1.2 Dead+ 1.5 Live_M-C3..1Yes Y 1 1.2 35 1.5 2 .096 0 , 0 0 0 0 135 1.2 Dead+1.5 Live_M-C3..Yes Y 1 1.2 35 1.5 3 .096 0 0 0 0 0 136 1.2 Dead+1.5 Live_M-C3..Yes Y 1 1.2 35 1.5 4 .096 0 0 0 0 0 137 1.2 Dead+ 1.5 Live_M-C3..Yes Y 1 1.2 35 1.5. 5 .096 0 Q 0 0 0 ' 138 1.2 Dead+1.5 Live_M-C3..Yes Y 1 1.2 35 1.5 6 .096 0 0 0 0 0 139 1.2 Dead+ 1.5 Live_M-C3..Yes Y 1 1.2 35 1.5 7 .096 0 0 0 0 0 140 1.2 Dead+1.5 Live_M-C3..Yes Y 1 1.2 35 1.5 8 .096 0 0 0 0 0 141 1.2 Dead+1.5 Live_M-C3..Yes Y 1 1.2 35 1.5 9 .096 0 0 0 0 0 142 1.2 Dead+1.5 Live_M-C3..Yes Y 1 1.2 35 1.5 10 .096 0 0 0 0 0 143 1.2 Dead+ 1.5 Live_M-C3..y'es Y 1 1.2 35 1.5 11 .096 0 0 0 0 0 144 1.2 Dead+1.5 Live_M-C3..Yes V 1 1.2 35 1.5 12 .096 0 0 0 0 0 145 1.2 Dead+1.5 Live_M-C3..Yes Y 1 1.2 35 1.5 13 .096 0 0 0 0 0 146 1.2 Dead+1.5 Live_V-M1..Yes Y 1 . 1.2 36 1.5_0 0 0 0 0 0 147 1.2 Dead+1.5 Live_V-M1..Yes Y 1 1.2 37 1.5 0 0 0 , 0 . 0 0 148 1.2 Dead+1.5 Live_V-M1..Yes V 1 1.2 38.1.5 0 0 0 0 0 0 149 1.2 Dead+1.5 Live_V-M2..Yes Y 1 1.2 39 1.5 0 0 0 0 0 0 150 1.2 Dead+1.5 Live_V-M2..Yes Y 1 1.2 40 1.5 0 0 , 0 0 . 0 0 151 1.2 Dead+ 1.5 Live_V-M2..yes V 1 1.2 41 1.5 0 0 0 0 0 0 152 1.2 Dead+1.5 Live_V-M4..Yes V 1 1.2 42 1.5 0 0 0 0 0 0 153 1.2 Dead+1.5 Live_V-M4..Yes Y 1 1.2 43 1.5 0 0 0 0 0 0 154 1.2 Dead+1.5 Live_V-M4..Yes V 1 1.2 44 1.5 0 0 0 i 0 0 155 1.2 Dead+ 1.5 Live_V-M4..Yes V 1 1.2 45 1.5 0 0 0 0 0 0 156 1.2 Dead+1.5 Live_V-M4..Yes V 1 1.2 46 1.5 0 0 0 0 0 0 157 1.2 Dead+1.5 Live_V-M4..Yes Y 1 1.2 47 1.5 0 0 0 0 0 0 158 1.2 Dead+1.5 Live_V-M8..Yes V 1 1.2 48 1.5 0 0 0 0 0 0 159 1.2 Dead+ 1.5 Live_V-M8..Yes V 1 , 1.2 49 1.5 0 0 0 0 0 0 160 1.2 Dead+1.5 Live_V-M8..Yes V 1 1.2 50, 1.5 0 0 0 0 0 0 I 161 1.2 Dead+1.5 Live_V-M8..Yes V 1 1.2 51 1.5 0 0 0 0 0 0 162 1.2 Dead+1.5 Live_V-M8..Yes Y 1 1.2 52 1.5 0 0 0 0 0 0 163 1.2 Dead+1.5 Live_V-M8..Yes Y 1 1,2 53 1.5 0 0 0 0 0 0 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 1 Dead DL -1 34 2 No Ice Wind 0 deg None 34 60 3 No Ice Wind 30 deg None 68 116 4 No Ice Wind 60 deg None 68 120 5 No Ice Wind 90 deg None 34 58 6 No Ice Wind 120 deg None 68 120 1 7 No Ice Wind 150 deg None 68 116 8 No Ice Wind 180 deg None 34 60 g No Ice Wind 210 deg None 68 116 120 I 10 No Ice Wind 240 deg None ' 11 No Ice Wind 270 deg None 68 34 58 12 No Ice Wind 300 deg None 68 120 13 No Ice Wind 330 deg None 68 116 14 Ice Weight None 34 60 15 Ice Wind 0 deca None 34 60 16 Ice Wind 30 deg None 68 116 17 Ice Wind 60 dea None 68 120 18 Ice Wind 90 deg None 34 58 RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\01 Mount\00 Rev 0\03 Modeling\141399.Loaded.r3d] Page 9 Company : GPD Oct 13,2021 'IRIS Designer Risley,Mac 1.141399.01 10:15AM Job Number 2021723.2 Checked By: A NEMETSCHEK COMPANv Model Name : 141399-GREENBURG Basic Load Cases(Continued) BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 19 ce Wind 120 dea None 68 120 20 ce Wind 150 deg None 68 116 21 ce Wind 180 dea None 34 60 22 ce Wind 210 deg None 68 116 23 ce Wind 240 dea None 68 120 24 ce Wind 270 deg None 34 58 • 25 ce Wind 300 dea None 68 120 26 ce Wind 330 deg None 68 116 27 Live Load - Al None 1 28 Live Load -A2 None 1 29 Live Load - A3 None 1 30 Live Load - B1 None 1 31 Live Load - B2 None 1 I/ 32 Live Load - B3 None 1 33 Live Load - Cl None 1 34 Live Load -C2 None 1 35 Live Load - C3 None 1 36 Live Load-M1 (Start) None 1 37 Live Load-M1 (Midd.. None 1 P88 Live Load-M1 (End) None 1 39 Live Load-M2 (Start) None 1 40 Live Load-M2 (Midd.. None 1 41 Live Load-M2 (End) None 1 ii 42 Live Load-M46 (Start) None 1 43 Live Load-M46 (Mid.. None 1 i 44 Live Load-M46 (End) None 1 45 Live Load-M47 (Start) None 1 46 Live Load-M47 (Mid.. None 1 ) 47 Live Load-M47 (End) None 1 ') 48 Live Load-M86 (Start) None 1 49 Live Load-M86 (Mid.. None 1 50 ,Live Load-M86 (End) None 1 51 Live Load-M87 (Start) None 1 52 Live Load-M87 (Mid.. None 1 53 ,Live Load-M87 (End) None 1 t Envelope Joint Reactions Joint X[Ib] LC Y[Ib] LC Z[Ib] LC MX[k-ft] LC MY[k-ftt LC MZ[k-ft] LC 1 AT max 69.256 15 3710.637 32 1199.062 22 1.832 47 0 163 4.289 26 2 min -2755.914 26 963.844 3 -962.608 11 -1.349 65 0 1 .866 15 3 AB max, 2706.346 32 59.582 3 934.597 23 1.059 41 0 163 1.059 32 4 min 399.144 3 -95.562 44 -1172.93 10 -.785 71 , 0 1 .156 25 5 BT max 1598.078 12 3711.084 36 208.002 21 -.722 19 0 163_ .345 3 6 min -930.474 25 959.767 11 -2612.442 29 -4.095 28 0 1 -2.453 104 7 BB max 386.238 13 63.755 11 2595.005 35 -.11 3 0 163 .626 80 8 , min -1532.254 109 -95.963 84 -11.043 9 -1.125 32 0 1 -.981 98 9 CT max 1772.701 117 3540.628 28 2219.748 35 3.298 36 0 163 -.082 145 10 min -421.113 5 934.792 19 -512.167 9 .436 11 0 1 -2.815 115 11 , CB max 405.59 17 65.232 19 -111.775 21 , .909 137 0 163 .397 138 12 min -1779.132 111 -96.274 112 -2142.59 29 -.019 119 0 1 -1.204 120 13 Totals: max 4695.848 14 10783.955 30 4721.933 21 14 min -4695.848 2 3051.437 23 -4721.931 9 RISA-3D Version 17.0.2 [1...\...\...\...\...\...\...\01Mount\00_Rev 0\03_Modeling\141399.Loaded.r3d] Page 10 1 R Company GPD Oct 13,2021 'IRISA Designer : Risley,Mac 10:15 AM Job Number : 2021723.21.141399.01 Checked By: auern�rscreKcoraaa,' Model Name : 141399-GREENBURG Envelope AISC 15th(360-16): LRFD Steel Code Checks Member Shape Code...Loc[inl LC Shear...Loc[inlDir LC phi*Pnc...phi*Pnt[...phi*Mn y..phi*Mn z...Cb Eqn 1 M57 PL3x1/2 .767 4 26 .141 4 z 37 46180.0... 48600 .506 3.038 1....H1-1b 1 2 M13A PL3x1/2 .764 4 34 .140 4 z 33 46180.0... 48600 .506 3.038 1....H 1-1 b 3 M97 PL3x1/2 .700 4 29 .138 4 z 113 46180.0... 48600 .506 3.038 1....H 1-1 b 4 M18 PL3x1/2 .560 4 66 .121 4 z 67 46180.0... 48600 .506 3.038 1.1 H 1-1 b 5 M63 PL3x1/2 .560 4 101 .120 4 z 107 46180.0... 48600 .506 3.038 1....H 1-1 b 6 M103 PL3x1/2 .559 4 141 .120 4 z 135 46180.0... 48600 .506 3.038 1..•-H1-1b ,, 7 B1 P2 STD .387 29 26 .097 51 12 15808.4...33847.7... 1.997 1.997 4....H1-1 b 8 Cl P2 STD .385 29 29 .097 . 51 20 15808.4._33847.7... 1.997 1,997 4..;.H1-lb 9 Al P2 STD .384 29 35 .087 51 4 15808.4...33847.7... 1,997 1,997 3....H1-1 b 10 A3 P2 STD .348 29 66 .064 29 10 15808.4...33847.7.,. 1.997 1.997 2....H1-1 b 11 C3 P2 STD .347 29 134 .055 29 2 15808.4...33847.7... 1.997 1.997 4....H1-1 b 12 B3 P2 STD .346 29 104 .062 29 14 15808.4...33847.7... 1.997 1.997 4....H1-1 b 13 M46 P2.5 STD .303 38 14 .146 114 , 12 14956.07 53677.5... 3.812 3.812 1....H1-1b 14 M86 P2.5 STD .297 38 20 .142 114 6 14956.07 53677.5... 3.812 3.812 1....H 1-1 b 15 M15 PL3x1/2 .289 0 30 .078 4 v 38 10709.4... 48600 .506 2.752 1 H 1-1 a 16 M60 PL3x1/2 .287 0 32 .078 4 y 78 10709.4... 48600 .506 2.752 1 H1-1a 17 M1 P2.5 STD .286 114 35 .134 114 2 14956.07 53677.5... 3.812 3.812 1-...H1-lb 18 M2 P2.5 STD .285 114 10 .104 114 2 14956.07 53677.5... 3.812 3.812 1.•..H1-1b 19 M 100 PL3x1/2 .276, 0 26 .079 4 y 118 10709.4... 48600 .506 2.752 1 H 1-1 a 20 M52 ,HSS4.5X3/16 .261 9.46 29 .103 9.46 29 90407.6...96022.2... 10.991 10.991 3....H1-1 b 21 M9 HSS4.5X3/16 .261 9.46 26 .109 9.46 22 90407.6...96022.2... 10.991 10.991 4..-.H1 1 b 22 M87 P2.5 STD .256 114 2 .113 , 114 18 14956.07 53677.5... 3.812 3.812 1....H1-1b 23 M47 P2.5 STD .252 38 , 24 .113 114 12 14956.07 53677.5... 3.812 3.812 1...-H1-1b 24 M92 HSS4.5X3/16 .249 9.46 33 .100 9.46 33 90407.6...96022.2... 10.991 10.991 4....H 1-1 b 25 M76 P2 STD .211 41.8 37 .029 3.8 74 33051.4...40617.31 2.397 2.397 2....H1-1b 26 M36 P2 STD .210 41.8 32 .029 3.8 46 33051.4...40617.31 2.397 2.397 2....H1-1 b 27 M116 P2 STD .209 41.8 29 .029 3.8 114 33051.4...40617.31 2.397 2.397 2....H1-lb 28 M106 PL3x1/2 .190 4 137 .063 4 y 141 10709.4... 48600 .506 3.038 1....H1-1b* 29 M66 PL3x1/2 .189 4 109 .063 4 v 102 10709.4... 48600 .506 3.038 1....H 1-1 b* 30 - M21 PL3x1/2 .188 4 69 .064 0 y 12 10709.4... 48600 .506 3.038 1....H1-1b* 31 M37 P2 STD .186 41.8 67 .025 3.8 62 33051.4...40617.31 2.397 2.397 2....H1-1 b 32 M118 P2 STD .186 41.8 136 .025 3.8 142 33051.4...40617.31 2.397 2.397 2....H1-1b 33 M78 P2 STD .186 41.8 108 .025 3.8 102 33051.4...40617.31 2.397 2.397 2....H1-1b 34 M12A SR 3/4 .137 52.121 32 .009 52.121 16 3057.097 19880.37 .249 .249 2....H1-1 b 35 M54 SR 3/4 .137 52.121 36 .010 52.121 24 3338.01 19880.37 .249 .249 2....H1-1 b 36 M94 SR 3/4 .130 52.121 26 .010 52.121 8 3338.01 19880.37 .249 .249 2.--•H1-lb 37 C2 P2 STD .117 28 18 .027 67 114 15808.4...33847.7... 1.997 1.997 2....H1-lb 38 B2 P2 STD .115 28 10 .027 67 74 15808.4...33847.7... 1.997 1.997 2....H1-1 b 39 A2 P2 STD .115 28 24 .027 67 46 15808.4...33847.7... 1.997 1.997 2....H 1-1 b 40 M23 SR 3/4 .107 52.121 32 .009 52.121 22 3057.097 19880.37 .249 .249 2.7 H1 1b 41 M108 SR 3/4 .107 52.121 29 .007 52.121 14 3338.01 19880.37 .249 .249 2.--•H1-1b 42 M68 SR 3/4 .107 52.121 26 .008 52.121 2 3338.01 19880.37 .249 .249 2••..H1-1b 43 M55 P2.5 STD .101 0 30 .028 0 37 61284.5... 64413.09 4.574 4,574 2.•..H1-lb 44 , M12B P2.5 STD .101 0 26 .027 , 0 33 61284.5... 64413.09 4,574 4.574 2..4j1-1b 45 M59 P2.5 STD .098 2.338 36 .110 1.948 31 61284.5... 64413.09 4.574 4.574 1....H1-1 b v 46 M14A P2.5 STD .098 2.338 32 .110 1.948 26 61284.5... 64413.09 4.574 4.574 1....FI -1 b 47 M99 P2.5 STD .098 2.338 28 .105 1.948 34 61284.5...64413.09 4.574 4.574 1 ...H 1-1 b 48 M95 P2.5 STD .088 0 34 .022 0 112 61284.5...64413.09 4.574 4.574 2.-..H1-lb 49 M105 P2.5 STD .088 2.338 136 .090 1.948 142 61284.5... 64413.09 4.574 4.574 1....H1-1 b 50 M65 P2.5 STD .088 2.338 108 .090 1.948 102 61284.5...64413-09 4.574 4.574 1----H1-1 b 51 M20 P2.5 STD .087 2.338 68 .090 1.948 82 61284.5...64413.09 4.574 4.574 1....H1-lb 52 M62 P2.5 STD .086 0 12 .019 0 107 61284.5...64413.09 4.574 4.574 2.--H1-1b 53 M102 P2.5 STD .085 0 20 .019 0 135 61284.5... 64413.09 4.574 4.574 2-...H1-1b 54 M17 P2.5 STD .078 0 62 .019 0 67 61284.5...64413.09 4.574 4.574 2..--H1-1 b 55 M117A P2 STD .054 90.733 25 .013 0 104 17959.2...40617.31 2.397 2.397 1..fH1-1b" 56 M116A P2 STD .054 90 733 2 .013 0 144 17959.2...40617.31 2.397 2.397 1....H1-1b' RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\01 Mount\00_Rev 0\03 Modeling\141399.Loaded.r3d] Page 11 I Company : GPD Oct 13,2021 Designer : Risley,Mac IIRISA 10:15 AM Job Number 2021723.21.141399.01 Checked By: A NF.METSrt+T;c0P•s`F,Nv Model Name 141399-GREENBURG Envelope AISC 15th(36O-16):LRFD Steel Code Checks (Continued) Member Shape Code...Loc[inl LC Shear...Loc[injDir LC phi*Pnc...phi*Pnt[...phi*Mn y...phi*Mn z...Cb Eqn 57 M121 P2 STD .045 0 11 .015 0 35 17959.2...40617.31 2.397 2.397 1....H1-1b* 58 M115A P2 STD .044 90.733 17 .013 's0.733 64 17959.2...40617.31 2.397 2.397 1....H1-1b* 59 M123 P2 STD .042 45.366 2 .014 0 31 17959.2...40617.31 2.397 2.397 1....H 1-1 b 60 M122 P2 STD .040 45.366 35 .015 90.733 28 17959.2...40617.31 2.397 2.397 1....H1-1b 4 ] I I RISA-3D Version 17.0.2 [\...\...\...\...\...\...\...\01_Mount\00_Rev 0\03_Modeling\141399.Loaded.r3d] Page 12 (IiC ommscope MCG2C-12-B3 Sector Mount Kit-Structural Evaluation Site USID#:141399 APPENDIX C 3 Additional Calculations f i i 10/13/2021 TIA-222-H CONNECTION CHECK Mount to Tower Connection -Typ. All Sectors 2021723.23.24321.02 Bolt Information Bolt Diameter(d) 0.625 in Net Tensile Area(An) 0.226 in2 #of Bolts Total(n) 4 Bolt Distance Up-Down 4 in Bolt Distance Left-Right 5.25 in Bolt Grade A307 Bolt Tensile Strength(Fob) 60 ksi RISA 3D Reactions(Up-Down) RISA 3D Reactions(Left-Right) Moment(M) 4.29 k-ft Moment(M) 0.00 k-ft Axial(T) 2.76 kips Axial(T) 2.56 kips Shear(V) 3.72 kips Shear(V) 3.75 kips Bolt Capacity(Up-Down) Bolt Capacity(Left-Right) Nominal Tensile Strength(Rnt) 13.560 kips Nominal Tensile Strength(R„t) 13.560 kips Nominal Shear Strength(R„v) 9.20 kips Nominal Shear Strength(Rnv) 9.20 kips Bolt Tensile Force(Tub) 7.12 kips Bolt Tensile Force(Tub) 0.64 kips Bolt Shear Force(Vub) 0.929 kips Bolt Shear Force(V b) 0.937 kips Tub/QAR0t 0.70034 Tub/Y'Rnt 0.06286 Vub/4Ruv 0.13458 Vub/`YRnv 0.13567 (Vub/4Rnv)2+(Tub/d)Rnt)2 0.50858 (Vub/`YRnv)2+(Tub/4Rnt)2 0.02236 Bolt Capacity= 70.0% Bolt Capacity= 13.6%OK c f 4 1 4 0 4 r 04 1 v