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Report (3) 6,6020ZZr-Dod.F3 g5c70 ii�6 $r Date: February 9,2022 RECEIVED INFINIGYo OFFICECOPY APR 12022 FROM ZERO TO INFINIGY the solutions are endless GI 1 Y OF TIGARD Infinigy Engineering, PLLC BUILDING DIVISION Albany, Watervliet Shaker Road Albany, NY 12205 518-690-0790 structural@infini gy.corn Subject: Mount Analysis Report Carrier Designation: AT&T Mobility Equipment Change Out Carrier Site Number: PR72 Carrier Site Name: PFAFFLE Carrier FA Number: 10094109 Crown Castle Designation: Crown Castle BU Number: 855861 Crown Castle Site Name: PFAFFLE Crown Castle JDE Job Number: 668557 Crown Castle Order Number: 569625 Rev. 0 Engineering Firm Designation: Infinigy Engineering, PLLC Report Designation:1039-Z0001-B Site Data: 8540 Southwest Pfaffle Street,Tigard,Washington County, OR 97223 Latitude 45 26'16.46" Longitude-122'45'53.60" Structure Information: Tower Height&Type: 80.0 ft Monopole Mount Elevation: 82.0 ft Mount Type: 12.0 ft Platform Infinigy Engineering, PLLC is pleased to submit this "Mount Analysis 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 Sufficient *See Section 4.1 of this report for the loading and structural modifications required in order for the mount to support the loading listed in Table 1. This analysis utilizes an ultimate 3-second gust wind speed of 97 mph as required by the 2019 Oregon Structural Specialty Code (OSSC). Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. Mount analysis prepared by: Robert Faber, EIT Respectfully Submitted by: Emmanuel Poulin, P.E. 518-690-0790 structuralCa�infinigv.com ` OR PE License No. 74920PE 2/10/22 February 9, 2022 12.0 ft Platform Mount Analysis Report CC!BU No 855861 Order 569625, Revision 0 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration 3)ANALYSIS PROCEDURE Table 2 - Documents Provided 3.1)Analysis Method 3.2)Assumptions 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 ENG-FRM-10208,Rev. 8 February 9, 2022 12.0 ft Platform Mount Analysis Report CCI BU No 855861 Order 569625, Revision 0 Page 3 1) INTRODUCTION This is an existing 3 sector 12.0 ft Platform. 2)ANALYSIS CRITERIA Building Code: 2018 IBC/2019 OSSC TIA-222 Revision: TIA-222-H Risk Category: II Ultimate Wind Speed: 97 mph Exposure Category: C Topographic Factor at Base: 1.0 Topographic Factor at Mount: 1.0 Ice Thickness: 1.5 in Wind Speed with Ice: 30 mph Seismic Ss: 0.865 Seismic Si: 0.396 Live Loading Wind Speed: 30 mph Man Live Load at Mid/End-Points: 250 lb Man Live Load at Mount Pipes: 500 lb Table 1 - Proposed Equipment Configuration Mount Antenna Number I Mount/ Antenna Centerline Centerline of Antenna Model Modification (ft) (ft) Antennas Manufacturer Details 86.0 3 NOKIA AEQK 3 COMMSCOPE NNH4-65D-R6_CCIV2 3 COMMSCOPE NNHH-65C-R4 3 ALCATEL RRH4X25-WCS-4R LUCENT 82.0 84.0 3 NOKIA AHCA_CCI\/3 12.0 ft Platform 3 NOKIA AHFIB_CCIV2 3 NOKIA _ AHLBACCIV2 1 RAYCAP DC9-48-60-24-8C- _ EVCCIV2 82.0 3 NOKIA AEQU ENG-FRM-10208,Rev. 8 February 9, 2022 12.0 ft Platform Mount Analysis Report CCI BU No 855861 Order 569625, Revision 0 Page 4 3) ANALYSIS PROCEDURE Table 2-Documents Provided Document Remarks Reference Source Crown Application AT&T Mobility 569625 Rev. 0 CCI Sites Application Loading Document AT&T Mobility RFDS ID: 4340406 TSA Tower Manufacturer Drawings NAPCO 5680552 CCI Sites Previous Mount Analysis Infinigy Engineering, 8479684 CCI Sites PLLC 3.1) Analysis Method RISA-3D (Version 17.0.4), a commercially available analysis software package, was used to create a three- dimensional model of the antenna mounting system and calculate member stresses for various loading cases. Infinigy Mount Analysis Tool V2.1.7, a tool internally developed by Infinigy, was used to calculate wind, seismic and ice loading on all appurtenances, dishes and mount members for various loading cases. Selected output from the analysis is included in Appendix B "Software Input Calculations". This analysis was performed in accordance with Crown Castle's ENG-SOW-10208 Mount Analysis (Revision D). 3.2) Assumptions 1) The antenna mounting system was properly fabricated, installed and maintained in good condition in accordance with its original design and manufacturer's specifications. 2) The configuration of antennas, mounts, and other appurtenances are as specified in Table 1 and the referenced drawings. 3) All member connections are assumed to have been designed to meet or exceed the load carrying capacity of the connected member unless otherwise specified in this report. 4) The analysis will be required to be revised if the existing conditions in the field differ from those shown in the above-referenced documents or assumed in this analysis. No allowance was made for any damaged, missing, or rusted members. 5) Prior structural modifications to the tower mounting system are assumed to be installed as shown per available data. 6) Steel grades have been assumed as follows, unless noted otherwise: Channel, Solid Round, Angle, Plate ASTM A36 (GR 36)/Q345 (GR 36) HSS (Rectangular) ASTM A500 (GR B-46) Pipe ASTM A53 (GR 35)/Q235-GB (GR 35) Connection Bolts ASTM A325 This analysis may be affected if any assumptions are not valid or have been made in error. Infinigy Engineering, PLLC should be notified to determine the effect on the structural integrity of the antenna mounting system. ENG-FRM-10208, Rev. 8 - - .., „-.., ... .. r+ari.saa . e..: ....... ..:.:.rtiil3i N{raivts .,...., r.a...r a .rl Jt{s2M1 dii aairMMiuMulNi✓dfi#bJefi»M1UYrJ{{ttMlMi{anutila{Mkrel iMfMllf r:. February 9, 2022 12.0 ft Platform Mount Analysis Report CCI BU No 855861 Order 569625, Revision 0 Page 5 4)ANALYSIS RESULTS Table 3 -Mount Component Stresses vs. Capacity (Platform, All SectorsL Notes Component Critical Centerline(ft) % Capacity Pass!Fail Member Mount Pipe(s) MP8 72.6 Pass Horizontal(s) H2 _ 61.0 Pass Intermediate Horizontal(s) M14 54.7 Pass 1,2 Handrail(s) HR1 82.0 30.8 Pass Handrail Corner Angle(s) M60A _ 41.9 Pass MOD Standoff(!) M70 _ 85.3 Pass Mount Connection(s) -- 16.6 Pass Structure Rating (max from all components) = 85.3% Notes; 1) See additional documentation in"Appendix C-Software Analysis Output"for calculations supporting the%capacity consumed. 2) See additional documentation in"Appendix D—Additional Calculations"for detailed mount connection calculations. 4.1) Recommendations The mount has sufficient capacity to carry the proposed loading configuration. In order for the results of the analysis to be considered valid, the structural modifications listed below must be completed: 1. Installation of(3) Site Pro 1: PM1 standoff mounts at antenna position 3, 7, and 11, using existing crossover plates or similar ones if replacement is needed. 2. Installation of(3) Site Pro 1: PM2 standoff mounts at antenna position 4, 5, and 9, using existing crossover plates or similar ones if replacement is needed. 3. Antennas may attach directly to PM1 and PM2 standoffs if there are not space constraints for attachment. Otherwise, install (6) Site Pro 1: SCP1OW pipe clamp sets to attach existing antenna mount pipes to the PM1 and PM2 standoffs. No structural modifications are required at this time, provided that the above-listed changes are implemented. ENG-FRM-10208,Rev. 8 February 9, 2022 12.0 ft Platform Mount Analysis Report CCI BU No 855861 Order 569625, Revision 0 Page 6 APPENDIX A WIRE FRAME AND RENDERED MODELS ENG-FRM-10208,Rev. 8 .— .. --.— .. ...�.—.-. ....�........e.........................er.mxare.rxr.rrxxarmewrsvw.. /mtaitltbxYit rw4suuetaaeu.NulNlYddYYtli/1#W}Netu3er ws.ra.u. eMibsbtNate}tf N'£FIYR/{NJMWblLIJFI/INdF w.. WJf.UM�fL! t NSNNltHU1iNM1iHId#.V..,. Y ,�� z x 0 e 0 s' 19 149E i c floagi C 2•4 N ;°'% till *•C� 62 M77q .T .4 rI , ul c 6 Oero . r.r; ° O - °r' oil 3 i I "6 ., �1136 ® • M. �" M a �`�+ 01\ g, :3..* t ► s :. .; a2 ,: 40 M"5 5 �q►�l 9 f 1 )t, •1 14,6 Qkl‘ 0 °5 P M 98 ',1125 12 111436 Infinigy Engineering, PLLC Wireframe RF 855861 Feb 9, 2022 at 7:27 PM 1039-Z0001-B 855861_loaded.r3d _1 Y /O z x A l'''''''' ' 7. ... 0 a it"-----------z--' ¶) Tp4. --,, 'Ss' ( '''. 4 1 _ -,--,,, ' / ... j-,ysi i /Ci Infinigy Engineering, PLLC Render RF 855861 Feb 9, 2022 at 7:27 PM 1039-Z0001-B 855861 Joaded.r3d Y 411 /0 . 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' j lfit'4 0 i -3.298:�' i 4.2981b/ft ft tt� Loads: BLC 16, Ice Weight Infinigy Engineering, PLLC Ice Weight RF 855861 Feb 9, 2022 at 7:29 PM 1039-Z0001-B 855861 loaded.r3d „Y 0�M ► , Z x ° -10.58Ib -" -9.45Ib,%/1r ° -7.25Ib/ -7.931b� 2.891b .+ -7.521b, -' ° t 7.521b_---"1” 2.41113,„ 2.891b . �:' -85T, ,,, 0 It -9.6Ib,---'-elir� '�' ° -2.5, b .. ii ® 8�b % O r ►b - b -9.4',51b/` ` -5.45Ib� 2.851b ,a.11 Ib� 2 5 b 51b � o� ' Alb' -2 4:'b,,. 0 3.2i4 v o o • 2.41 Ib 2.48Ib, e O -3.261b .*at o 0 0 -8;b -11.11 Ib -- ° Loads: BLC 17, Ice Wind Load AZI 0 Infinigy Engineering, PLLC Ice Wind Loading 0 RF 855861 Feb 9, 2022 at 7:29 PM 1039-Z0001-B 855861_ioaded.r3d , Y z x • -10.621b -6.131b •-9.511b� - -5.491b • • 6.86Ib/ N.-3.961b 2.821b�� 7.641b,,- -4.411b -1.631b -7.41 Ib -4.281b • I -6.061b, - -3.51b ..,...„„„,„4 0.451 6.•41b 2.821b • � .• lb V0 ' -2.81b • -7.64Ib ..4.4 1.61Ib • -2.1i b • -1.261b • ' il. -7.7 b • -1,6481b_ , -10.62b •.131b • -9.51 Ib ` 5.49'b 071b • •• Aib • 61b -�'.�� • 3.961b ,,n1/� ,1•b,�"'- • 2.79lb � /•O" 1.241b • i: :: vlIllki# . i 0.45Ib -6.04Ib -2.151by4� •• -1,24Ib • -2.761b,, • • -1.591b -7.7 b -4.451b -9.36Ib -5.4b Loads: BLC 18, Ice Wind Load AZI 30 Infinigy Engineering, PLLC Ice Wind Loading 30 RF 855861 Feb 9, 2022 at 7:29 PM 1039-Z0001-B 855861_loaded.r3d Y 11 40 Z X • -6.13Ib -5.491b,,-- -10.621b • • -4.731b -9.51 Ib • -4.811b b�•� -8.191b -1.631 -4.541b/�. -2.821b -8.321b • \ 3.751b/'��.\ 7.87Ib -5.121b/ 6.511b • :.871b -1.63Ib - .:21b Ilk! ,. ,�''R, �� -1.611b F. -3.621b -2.8Ib -1.4, b r• -6 • 4 • -2.51b i Ii • -5.291b ,, ar air • - - • 1 Ike -5.46Ib 3.341b -2. 41@11b. , -. : . 1 4 b -41' -• - - 81b -3.62Ib -i..•. -2.51b �, � _ ter -612.. -8.19Ib 1.41Ib 6 2.47Ib e • - -2.441b • -1.3* . -5.121b/ -2... Ib �.`•I • r-1.431b, -8.87Ib •• 2.47Ib • /, -1.39Ib e,2 • • -2.41Ib -5 • • ,,," -4.571b/ �` `� -9.171b -f 921b Loads: BLC 19, Ice Wind Load AZI 60 Infinigy Engineering, PLLC Ice Wind Loading 60 RF 855861 Feb 9, 2022 at 7:29 PM 1039-Z0001-B 855861_Ioaded.r3d Y r ►.14 � . z x 1r -10.581b • -9 45lb -8.821b -10.984. -2.891b • • r 8.551b '.N.,,, R, •-e -8.551b - '761b k' �.:91b R` ,,4 ® 'y� 7 -2.851b o -3.26Ib „L2'8fb 1 R` 10.58Ib 9.451b •8lb 3.261b ®y '� -10.981k © 3.23Ib o 1,, °8Ib m �ilb w 8.70b • " °I -3.231b ® 0 i'� o ••-2.451b -12.2"Ifb 7 ;!b Loads: BLC 20, Ice Wind Load AZI 90 Infinigy Engineering, PLLC Ice Wind Loading 90 RF 855861 Feb 9, 2022 at 7:29 PM 1039-Z0001-B 855861_Ioaded.r3d Y 10.4 41 Z X -7.537psf -7.537psf 7.537psr ,- -7.537psf 37psfr 537ps0.1 7.537ps , -7.537psf- .37ps i, - i jai11 r 7.537psf y 01 lie APV ill roe r-7.53 it-ole.- _ �e -or. . r rvr�' io7p: ,I =:i r 7.537p v. �,�, -7.6 37psf 't , � -� Od r��. .ir �r �' f -7.5 . e 0:-.pi r t,E. . 107* r',v.f.f 537 sf rr,a 0 � ; :�1� 'N p - 53 •.E� ..----- �;r �i, I 0i %rI�✓ 11 I r ,N 811;1�� « r r . ,I°' I i% . r ilehi sf "r,r .. ry �, - .y r r i b`r p ors«... `'wj'�+� %' `fir.' ,,,, 7 fl �� le t 01 iM 1, 0Nr it /'/t i!� '' Pr-. 44rJ i /r!r' r der go° 00 �` i -' 1 :10 r /r1-�►`+.� -4.81' -_., I 44, / M �� I e i"> -. Loads: BLC 29, Distr. Ice Wind Load Z Infinigy Engineering, PLLC Dist. Ice Wind Loading 0 RF 855861 Feb 9, 2022 at 7:29 PM 1039-Z0001-B 855861 joaded.r3d Y 1 4 z x 7.537psf "ill 7.537psf AL. 7.537psf Lill lia •~-7.537 ru qu ,� 7.537psf \ R S 411 7.53 4. i;k`7.537psf ti i 7.537psf '7.537psf ` .537psf I �' jkJ lily . , sf 41 �►�-r . 1II .7. - Ili�! V. ' sf h N ` '. ,4` -4> 11 ��v` 4•,,- : r;� v` ry fir' �. III:' pa'' y 7.537psf Lill v1► wow i y, ► 4,,' ti537psf 11, Yl "� j, 7psf 137 sf .r R .� 7,537.y 4 ' . 4:il''%r 7.5 1 ,�'�ti " §f `4•00 4 till # ``-. wi'ilik Aol*-4'.i.i. '44 131f "ki 4'16. 4. s ;1J :tT kl rp, ,1psf i'L'±' 1%,. as., �' *''f`� „` p y� il ;�►, , .. 1psf 1' ��, M►.AI F *** y A-r r��•� ..VSf yegi :��'t.sfI 441 r,1 \i Y r:' 11 ti v yi . 1 1144 Loads: BLC 30, Distr. Ice Wind Load X Infinigy Engineering, PLLC Dist. Ice Wind Loading 90 RF 855861 Feb 9, 2022 at 7:30 PM 1039-Z0001-B 855861_Ioaded.r3d .Y z x �'o 0 -59.4771b -51.4851b; ® 51.4851b-- b�/ -51.4:Ib, -147.562I ir -110.8581b -ir -1'r e,8ib - ,.a -59.4771b,„- ® co - 1.4'Ib �, • !F 4/ -51.4.Ib/' c '.5621b�� ,o• -51.491b _ o IPA\ -51.4851br -51-11§/IP4 b,: , .,14F.. 491b a 51.4851b Jo �► o V'� P! Ii 151,49Ib o 59.477Ib/ ,e ,a - 49ib 'It ® .: yr , -51.491b ' -59 -51 485Ib e Loads: BLC 31, Seismic Load Z Infinigy Engineering, PLLC Seismic Loading 0 RF 855861 Feb 9, 2022 at 7:30 PM 1039-Z0001-B 855861_loaded.r3d Y • z x • -59.4771b • -51.4851b • • -51.485Ib '41/C.� -147.5621t • -51.491b 110.8581b r-•111 ,0.4 -110.8 9.477Ib ► - k :: : 'Ill iv • IP-147. - lb -51.491b • 9 sr \ - 59.4771b 51 4851b .fill -.' r bIPC,,,,,, 51.4851b \ 51.49119'� - 7.4r2it,: • t,i,... • Ib• -51.49Ib r I0 Alio Agikow !-5 .49,• -59.477Ib •' • • -51.49Ib • -51.491b \-59.477Ib -54'.4851b Loads: BLC 32, Seismic Load X Infinigy Engineering, PLLC Seismic Loading 90 RF 855861 Feb 9, 2022 at 7:30 PM 1039-Z0001-B 855861_Ioaded.r3d Y WO z x 0 0 m z o IV m „ o re ,2501. I m O Al 4".________. 6-0 ii/S4 0 ' AV' a° 0 m to © O Q_J_� o m m m m Loads: BLC 33, Service Live Loads Infinigy Engineering, PLLC Service RF 855861 Feb 9, 2022 at 7:30 PM 1039-Z0001-B 855861_loaded.r3d Z X • p it ° �. er e i timo d -5c0b hilemma* . © O Loads: BLC 34. Maintenance Load 1 Infinigy Engineering, PLLC Maintenance Load 1 RF 855861 Feb 9, 2022 at 7:30 PM 1039-Z0001-B 855861 loaded.r3d , ter Z X 0 ° ,k rl 2„ g•k , rr 0 • • If 71111111, ►. 6 -500b 0 9 Loads: BLC 35, Maintenance Load 2 Infinigy Engineering, PLLC Maintenance Load 2 RF 855861 Feb 9, 2022 at 7:30 PM 1039-Z0001-8 855861_Ioaded.r3d Z X 0 0 ® � r *o 0 o eAD • fa 0 • A v I • 0 .y O , �.. • d•1 4V o ►, 0 0 0 O M Loads: BLC 36, Maintenance Load 3 Infinigy Engineering, PLLC Maintenance Load 3 RF 855861 Feb 9, 2022 at 7:30 PM 1039-Z0001-B 855861_Ioaded.r3d .Y ,•I, > Z X 0 0 0 0 0 !y 0 r � r O s) Q_ O -500 b l e • ° Loads: BLC 43. Maintenance Load 10 Infinigy Engineering, PLLC Maintenance Load 4 RF 855861 Feb 9, 2022 at 7:32 PM 1039-Z0001-B 855861_Ioaded.r3d February 9, 2022 12.0 ft Platform Mount Analysis Report CCI BU No 855861 Order 569625, Revision 0 Page 7 APPENDIX B SOFTWARE INPUT CALCULATIONS ENG-FRM-10208,Rev. 8 Program Inputs PROJECT INFORMATION _ CODE STANDARDS INFINIGY6 Client: Crown Castle Building Code: 2018 IBC Carrier: AT&T Mobility TIA Standard: TIA-222-H Engineer: Robert Faber ASCE Standard: ASCE 7-16 FROM ZERO TO I N F I N I G Y the solutions are endless SITE INFORMATION WIND AND ICE DikTA Infinigy Load Calculator V2.1.7 Risk Category: II Ultimate Wind(Void: 97 mph Exposure Category: C Design Wind(V): N/A mph Topo Factor Procedure: Method 1,Category 1 Ice Wind(V1CG): 30 mph Site Class: D-Stiff Soil(Assumed) Base Ice Thickness(t,): 1.5 in Ground Elevation: 226.70 ft*Rev H Flat Pressure: 55.097 psf Round Pressure: 33.058 psf MOUNT INFORMATION Ice Wind Pressure: 3.162 psf Mount Type: Platform Num Sectors: 3 SEI.MIC DATA Centerline AGL: 82.00 ft Short-Period Accel.(S,): 0.865 g Tower Height AGL: 80.00 ft 1-Second Accel.(Si): 0.396 g Short-Period Design(Sos): 0.692 1-Second Design(Sol): 0.503 TOPOGRAPHIC DATA Short-Period Coeff.(F): 1.200 Topo Feature: N/A 1-Second Coeff.(F,): 1.904 Slope Distance: N/A ft Amplification Factor(A,): 3.000 Crest Distance: N/A ft Response Mod.Coeff.(R): 2.000 Crest Height: N/A ft FACTORS Directionality Fact.(Ka): 0.950 Ground Ele.Factor(K,): 0.992 *Rev H Only Rooftop Speed-Up(K,): 1.000 *Rev H Only Topographic Factor(K„): 1.000 Gust Effect Factor(Gh): 1.000 855861_Pfaffle 2/9/2022 1 Program Inputs IELEVATION VIEW PLAN VIEW I r\i F I NJ I iYU ;; FROM ZERO TO INFINIGY �� 1AM the solutions are endless 4. Infinigy Load Calculator V2.1.7 4. ,, _. +,.,.pi. . s i 11 MP4 MP3VIP2 MP1 I 1 APPURTENANCE INFORMATION Appurtenance Name Elevation Qty. Ka qh(psf) EPAN(ft2) EPAT(ft2) Wind F� Wind F,, Weight Seismic F Member i (Ibs) (lbs) (Ibs) (lbs) (a sector) COMMSCOPE NN144-65D-R6 CCIV2 84.0 3 0.90 27.69 10.84 4.40 265.29 114.49 114.60 118.95 MP4 COMMSCOPE,NNHH-65C-R4 84.0 3 0.90 27.69 9.75 3.96 238.62 103.03 99.20 102.97 MP1 NOKIA AEQK 86.0 3 0.90 27.83 4.36 2.40 107.72 61,52 99.21 102.98 MP3 NOKIA AEQU 82.0 3 0.90 27.55 4.35 2.39 106.42 60.67 99.21 102.98 MP3 ALCATEL LUCENT RRH4X25-WCS-4R 84.0 3 0.90 27.69 3.12 2.38 77.67 59.27 70.00 72.66 MP1 NOKIA AHCA_CCIV3 84.0 3 0.90 27.69 1.53 0.82 38.19 20.52 36.80 38.20 MP1 NOKIA AHFIB CCIV2 84.0 3 0.90 27.69 2.85 1.52 71.01 37.97 65.00 67.47 MP4 NOKIA AFILBA_CCIV2 84.0 3 0.90 27.69 2.23 1.31 55.54 32.70 77.16 80.09 MP4 RAYCAP 0C9-48-60-24-8C-EV CCIV2 84.0 1 0.90 27.69 2.74 4.78 68.17 119.20 18.50 19.20 MP3 855861_Pfaffie 2/9/2022 mcE. ASCE 7 Hazards Report AAMERICAN SOCIETY OF CML ENGiNEthS Address: Standard: ASCE/SEI 7-16 Elevation: 226.7 ft(NAVD 88) No Address at This Risk Category: II Latitude: 45.437906 Location Soil Class: D - Default(see Longitude: -122.764889 Section 11.4.3) 1 +f+J {fit er Wind Results: Wind Speed 97 Vmph 10-year MRI 66 Vmph 25-year MRI 73 Vmph 50-year MRI 77 Vmph 100-year MRI 82 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: Thu Jan 06 2022 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. https://asce7hazardtool.online/ Page 1 of 3 Thu Jan 06 2022 ASCEf AMERICAN SNIP-1'OF C M0.ENOJNffflS Seismic Site Soil Class: D - Default(see Section 11.4.3) Results: Ss : 0.865 Sol : N/A Si : 0.396 TL : 16 Fa : 1.2 PGA: 0.393 F, : N/A PGA M : 0.474 SMs : 1.038 FPGA : 1.207 SM, : N/A le : 1 SDS : 0.692 C„ : 1.232 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Thu Jan 06 2022 Date Source: USGS Seismic Design Map https://asce7hazardtooLonline/ Page 2 of 3 Thu Jan 06 2022 E. AMERICAN SOCIETY OF CIVIL ENGINEERS Ice Results: Ice Thickness: 1.50 in. Concurrent Temperature: 25 F Gust Speed 30 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Thu Jan 06 2022 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies.ASCE does not make any representations or warranties as to the accuracy,completeness,reliability, currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement, affiliation,relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https://asce7hazardtool.online/ Page 3 of 3 Thu Jan 06 2022 February 9, 2022 12.0 ft Platform Mount Analysis Report CCI BU No 855861 Order 569625, Revision 0 Page 8 APPENDIX C SOFTWARE ANALYSIS OUTPUT ENG-FRM-10208, Rev. B IICompany'�� : Infinigy Engineering, PLLC Feb 9,2022 Designer : RF 7:02 PM Job Number 1039 Z0001-B Checked By: Model Name : 855861 Member Primary Data Label I Joint J Joint K J.int Rotate se... Se ion/Shape T •- De i.n List Material Desi.n Rues 1 M13 N51 N55 180 Intermediate Horizontal Beam Channe A36 Gr.36 T pica 2 M14 N50 N54 180 Intermediate Horizontal Beam Channe A36 Gr.36 T •ica 3 M15 N52 N53 180 Intermediate Horizontal Beam Channe A36 Gr.36 T •ica 4 M16 N56 N57 180 Intermediate Horizontal Beam Channe A36 Gr.36 Typica 5 M17 N57 N58 180 Intermediate Horizontal Beam Channe A36 Gr.36 T •ica 6 M18 N58 N56 180 Intermediate Horizontal Beam Channe A36 Gr.36 T .ica 7 H1 N1 N12 180 Horizontal Beam Channel A36 Gr.36 MIEN 8 I-12 N1 N2 Horizontal Beam Channel A36Gr.36 T •ica 9 H3 N2 N12 Horizontal Beam Channel A36 Gr.36 T •ica 10 M1II N21 N16 RIGID None None RIGID T •ica 11 M11 N24 N19 RIGID None None RIGID T •ica 12 M13A N22 N17 RIGID None None RIGID Typica 13 HR1 N25 N26 180 Handrail Beam Pi se Q235-GB T ica 14 M15A N31 N27' RIGID None None RIGID T •ica 15 M16B N34 N30 RIGID None None RIGID T .ica 16 M18B N32 N28 RIGID None None RIGID T •ica 17 HR2 N42A N43 180 Handrail Beam Pi.e Q235-GB 111M11 18 HR3 N53A N54A 180 Handrail Beam Pi•e 0235-GB T •ica 19 MP4 N90 N89 Mount Pi.e Column Pi•e A53 Gr. B T .ica 20 M52 N102A N101A RIGID None None RIGID T •ica 21 M53 N104A N103A RIGID None None RIGID T •ica 22 M54 N107A N106A RIGID None None RIGID T •ica 23 M55 N109A N108A RIGID None None RIGID T •ica 24 M56 N112 N111 RIGID None None RIGID IMENI 25 M57 N114 N113 RIGID None None RIGID T sica 26 M58 N104A N102A Mount Pi.e Column Pi.e A53 Gr.B T .ica 27 M59 N109A N107A Mount Pi.e Column Pi•e A53 Gr. B T .ica 28 M60 N114 N112 Mount Pi.e Column Pi.e A53 Gr. B MEER 29 M58A N104B N107 180 Handrail Corner Angle Beam Sin•leAn.Ie *345 IM.. 30 M59A N108B N105 90 Handrail Corner Angle Beam Sin.le An•Ie Q345 Typical 31 M60A N109B N106B 90 Handrail Corner Angle Beam Sin•Ie An•le 0345 T •ical ® M61 N112A N110A RIGID None None RIGID T •ical ® M62 N123 N121 RIGID None None RIGID T •ical 34 M63 N122 N120 RIGID None None RIGID T sical 35 M64 N118 N116 RIGID None None RIGID T •ical 36 M65 N117 N115 RIGID None None RIGID T •ical MN M66 N113A N111A RIGID None None RIGID T •ical 38 E31 N112A N123 Handrail Brace HBrace Pi.e Q235-GB T •ical 39 N122 N118 Handrail Brace HBrace Pi.e Q235-GB T •ica 40 N117 N113A Handrail Brace HBrace Pi•e Q235-GB T sica 41 MP1 N134 N125 Mount Pi.e Column Pi.e A53 Gr.B T .ica 42 MP3 N136 N127 Mount Pi.e Column Pi.e A53 Gr. B T •ica 43 M70 N125A N127A -SP1 PM1 /PM2 Stand..Column Pi.e A53 Gr. B T .ica 44 M71 N126A N128A SP1 PM1 /PM2 Stand..Column Pi.e A53 Gr. B T •ica 45 M72 N129A N133A SP1 PM1 /PM2 Stand..Column Pi.e A53 Gr. B T •ical 46 M73 N130A N134A SP1 PM1 /PM2 Stand..Column Pi.e A53 Gr.B T •ical 47 M74 N132A N136A SP1 PM1 /PM2 Stand..Column Pi.e A53 Gr. B T •ical 48 M75 N131A N135A SP1 PM1 /PM2 Stand..Column Pi.e A53 Gr. B T •ical 49 M76 N138A N140A SP1 PM1 /PM2 Stand..Column Pi.e A53 Gr. B T •ical 50 M77 N137A N139A SP1PM1 /PM2Stand..Column Pi•e A53Gr. B T •ical 51 M78 N141A N145 RIGID None None RIGID T sical ® M79 N143 N147 RIGID None None RIGID T •ical 53 M80 N144 N148 RIGID None None RIGID T •ical 54 M81 N142A N146 RIGID None None RIGID T •ical 55 M64A N115A N114A RIGID None None RIGID T •ical 56 M65A N117A N116A RIGID None None RIGID T •ical RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03 -MA\Report\RISA\855861_loaded.r3d} Page 1 : Infinigy Engineering, PLLC Feb 9,2022 ICompany ,RI Designer : RF 7:02 PM Job Number 1039-Z0001-B Checked By: Model Name : 855861 Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(de... Section/Shape Type Design List Material Design Ru es 57 MP5 N119 N118A Mount Pipe Column Pipe A53 Gr. B Typica 58 M67 N120A N121A SP1 PM1 /PM2 Stand...Column Pipe A53 Gr.B Typica 59 M68 N122A N124 SP1 PM1 /PM2 Stand...Column Pipe A53 Gr. B Tvpica 60 M69 N123A N125B SP1 PM1 /PM2 Stand..Column Pipe A53 Gr. B Typica _ 61 M70A N126 N127B SP1 PM1 I PM2 Stand...Column Pipe A53 Gr. B Tvpica 62 M71A N128 N130 RIGID None None RIGID Typica 63 M72A N129 N131 RIGID None None RIGID Typica _ 64 M73A N133 N132 RIGID None None RIGID Typica 65 M74A N135 N134B RIGID None _ None RIGID Typica _ 66 MP9 N137 N136B Mount Pipe Column Pipe A53 Gr. B Typica _ 67 M76A N138 N139 SP1 PM1 /PM2 Stand...Column Pipe A53 Gr. B Typica 68 M77A N140 N142 SP1 PM1 /PM2 Stand...Column Pipe A53 Gr. B Typica _ 69 M78A N141 N143A SP1 PM1 /PM2 Stand...Column Pipe A53 Gr. B Tvpica 70 M79A N144A N145A SP1 PM1 /PM2 Stand...Column Pipe A53 Gr. B Typica 71 M80A N146A N148A RIGID None None RIGID Tvpica 72 M81A N147A N149 RIGID None None RIGID Typica 73 M76B N139B N138B RIGID None None RIGID Typica _ 74 M77B N141B N140B RIGID None None RIGID Typica _ 75 MP8 N143B N142B Mount Pipe Column Pipe A53 Gr. B Typica 76 M79B N145B N144B RIGID None None RIGID Typica _ 77 M80B N147B N146B RIGID None None RIGID Typica 78 MP12 N149A N148B Mount Pipe Column Pipe A53 Gr.B Typica 79 M79C N145C N143C RIGID None None RIGID Tvpica _ 80 M80C i N147C N146C RIGID None None RIGID Typica 81 MP7 N149B N148C Mount Pipe Column Pipe A53 Gr. B Typica 82 M82 N150 N151 SP1 PM1 /PM2 Stand..Column Pipe A53 Gr. B Typica 83 M83 N152 N154 SP1 PM1 /PM2 Stand...Column Pipe A53 Gr.B Typica 84 M84 N153 N155 SP1 PM1 /PM2 Stand...Column Pipe A53 Gr.B Typica 85 M85 N156 N157 SP1 PM1 /PM2 Stand...Column Pipe A53 Gr. B Tvpica 86 M86 N159 N161 RIGID None None _ RIGID Typica 87 M87 N158 N160 RIGID , None None RIGID Typica 88 M88 N163 N162 RIGID None None RIGID Typica 89 M89 N165 N164 RIGID None None RIGID Tvpica _ 90 MP11 N167 N166 _ Mount Pipe Column Pipe A53 Gr. B Typica _ 91 M91 N168 N169 SP1 PM1 /PM2 Stand...Column Pipe A53 Gr. B Typica _ 92 M92 N170 N172 SP1 PM1 /PM2 Stand...Column. Pipe A53 Gr.B Typica 93 M93 N171 N173 SP1 PM1 /PM2 Stand...Column Pipe A53 Gr. B Tvpica 94 M94 N174 N175 SP1 PM1 /PM2 Stand..,Column Pipe A53 Gr. B Typica _ 95 M95 N177 N179 RIGID None None RIGID Tvpica _ 96 M96 N176 N178 _ RIGID None None RIGID Typica _ 97 M97 N180 N179A RIGID None None RIGID Typica _98 M98 N182 N181 _ RIGID None None RIGID Typica _ 99 MP2 N184 N183 _ Mount Pipe 2.0X Column Pipe A53 Gr.B Tvpica _ 100 M100 N187 N186 RIGID None None RIGID Typica _ 101 M101 N189 N188 RIGID None None RIGID Tvpica _ 102 MP6 N191 N190 Mount Pipe 2.0X Column Pipe A53 Gr. B Typica 103 M103 N193 N192 RIGID None None RIGID Tvpica _104 M104 N195 N194 RIGID None None RIGID Typica _ 105 MP10 N197 N196 Mount Pipe 2.0X Column Pipe A53 Gr.B Typica _ Hot Rolled Steel Design Parameters Label Shape Length(in] Lbvylinj Lbzz[inl Lcomp toptinj Lcomp botlin]L-torqu.., Kyy Kzz Cb Function 1 M13 Intermediat... 69 Lbyv Lateral 2 M14 Intermediat... 69 Lbyy Lateral 3 M15 Intermediat... 69 Lbyy Lateral RISA-3D Version 17.0.4 [K:\...\...\...\...1Structural\2022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 2 '+ Company : Infinigy Engineering, PLLC Feb 9,2022 ar,+, Designer : RF 7:02 PM " ,� Job Number : 1039-Z0001-B Checked By: Model Name : 855861 4 li rA Hot Rolled Steel Design Parameters (Continued) y Label Shape Lenothfinl Lbvvfinl Lbzzfinl Lcomp topfinl Lcomp boffin)L-torqu... Kvy Kzz Cb Function v 4 M16 Intermediat... 40.5 Lbyy Lateral 5 M17 Intermediat... 40.5 Lbyy Lateral 6 M18 Intermediat... 40.5 _ Lbw Lateral 7 Hi Horizontal 144 69 69 Lbw Lateral 8 H2 Horizontal 144 69 69 Lbyy Lateral 9 H3 Horizontal 144 69 69 Lbw Lateral k 10 HR1 Handrail 138 Lbyy Lateral 11 HR2 Handrail 138_ Lbw Lateral 12 HR3 Handrail 138 _ Lbyy Lateral MN M Mount Pipe 120 Lbw Lateral 14 M58 Mount Pipe 42 _ , Lbyy Lateral 15 M59 Mount Pipe 42 _ _ Lbw Lateral 16 M60 Mount Pipe 42 Lbyy Lateral 17 M58A Handrail Co... 8 _ Lbw Lateral 18 M59A Handrail Co... 8 Lb1y Lateral 19 M60A Handrail Co... 8 Lbw Lateral 20 B1 Handrail Br... 43 Lb\y Lateral 21 B2 Handrail Br... 43 Lbw Lateral 22 B3 Handrail Br... 43 Lbyy Lateral 23 MP1 Mount Pipe 96 _ Lbw Lateral 24 MP3 Mount Pipe 86 _ Lbyy Lateral 25 M70 SP1 PM1 /... 48 Lateral 26 M71 SP1 PM1 /... 48_ _ Lateral 27 M72 SP1 PM1 /... 22 Lateral 28 M73 SP1 PM1 /... 10 _ Lateral 29 M74 SP1 PM1 /... 10 — Lateral 30 M75 SP1 PM1 /... 22 _ _ Lateral 31 M76 SP1 PM1 /... 70 Lateral 32 M77 SP1 PM1 /... 70 _ Lateral 33 MP5 Mount Pipe 120 Lbyy Lateral 34 M07 SP1 PM1 /... 48_ _ Lateral 35 M68 SP1 PM1 /... 22 Lateral 36 M09 SP1 PM1 /... 22 _ Lateral 37 M70A SP1 PM1 /... 70 _ Lateral 38 MP9 Mount Pipe 120_ Lbyy Lateral 39 M76A SP1 PM1 /... 48 _ _ Lateral 40 M77A SP1 PM1 /... 22 _ _ Lateral 41 M78A SP1 PM1 /... 22 _ Lateral 42 , M79A SP1 PM1 /... 70 _ Lateral 43 MP8 Mount Pipe 120 Lbw Lateral 44 MP12 Mount Pipe 120 _ Lbw Lateral 45 MP7 Mount Pipe 86 Lbw Lateral 46 M82 SP1 PM1 /..., 48_ _ — Lateral 47 M83 SP1 PM1 /... 10_ _ Lateral 48 M84 SP1 PM1 /... 10 _ Lateral 49 M85 SP1 PM1 /... 70 _ Lateral 50 MP11 Mount Pipe 86_ Lbyy Lateral 51 M91 SP1 PM1 /... 48_ _ _ Lateral 52 M92 SP1 PM1 /... 10_ _ _ Lateral 53 M93 SP1 PM1 /... 10 Lateral 54 M94 SP1 PM1 /... 70 Lateral 55 MP2 Mount Pipe.. 96_ Lbw Lateral 56 MP6 Mount Pipe.. 96_ _ Lbyy Lateral 57 MP10 Mount Pipe.. 96 Lbyy Lateral RISA-3D Version 17.0.4 [K:\...\...1...\...\Structural\2022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 3 Company : Infinigy Engineering,PLLC Feb 9,2022 ,,, ,, c Designer : RF 7:02 PM : ;, ,4 . Job Number : 1039-Z0001-B Checked By: Model Name : 855861 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design. . A[in2] Ivy[1n4] Izz[in4] J[in4] 1 Horizontal C6X8.2 Beam Channel A36 Gr.36 Typica 2.39 .687 13.1 .074 2 Mount Pipe PIPE 2.0 Column Pipe A53 Gr. B Typica 1.02 .627 .627 1.25 3 SP1 PM1 /PM2 Standoffs PIPE 2.0 Column, Pipe A53 Gr. B Tvpica 1.02 .627 .627 1.25 4 Mount Pipe 2.0X PIPE 2.0X Column Pipe A53 Gr. B Typica 1.4 , .827 _ .827 1.65 5 Intermediate Horizontal C6X8.2 Beam Channel A36 Gr.36 Tvpica 2.39 .687 13.1 .074 6 Handrail PIPE 2.5 Beam Pipe Q235-GB Typica 1.61 1.45 1.45 , 2.89 7 Handrail Brace PIPE 2.0 HBrace Pipe Q235-GB _Typica 1.02 .627 .627 1.25 8 Handrail Corner Angle L3X3X4 Beam Single Angle Q345 Typica 1.44 1.23 . 1.23 .031 Material Takeoff Material Size Pieces Lengthfin] Weight[K] 1 General _ 2 RIGID 48 ,_ 144 0 - 3 Total General 48 144 0 _ 4 _ 5 Hot Rolled Steel - 6 A36 Gr.36 C6X8.2 9 760.5 .515 _ 7 A53 Gr. B PIPE 2.0X 3 288 .114 8 A53 Gr. B PIPE 2.0 36 1980 .573 9 Q235-GB PIPE 2.0 3 129 .037 - 10 Q235-GB PIPE 2.5 3 _ 414 .189 - 11 Q345 L3X3X4 3 24 .01 _ 12 Total HR Steel 57 - 3595.5 1.439 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(__ 1 Self Weight _ DL -1 37 _ 3 2 Wind Load AZI 0 WLZ 74 3 Wind Load AZI 30 None , 74 _ 4 Wind Load AZI 60 None 74 _ 5 Wind Load AZI 90 WLX 74 6 Wind Load AZ 120 None 74 _ 7 Wind Load AZ 150 None 74 8 Wind Load AZ 180 None 74 9 Wind Load AZ 210 None 74 10 , Wind Load AZ 240 None _ 74 11 Wind Load AZ 270 None , 74 _ 12 Wind Load AZ 300 None 74 _ 13 Wind Load AZ 330 None 74 14 Distr. Wind Load Z WLZ 105 15 Distr. Wind Load X WLX 105 16 Ice Weight OL1 37 105 3 _ 17 Ice Wind Load AZI 0 OL2 _ 74 _ 18 Ice Wind Load AZI 30 None 74 _ 19 Ice Wind Load AZI 60 None _ 74 20 Ice Wind Load AZI 90 OL3 74 _ 21 Ice Wind Load AZ 120 None _ 74 22 Ice Wind Load AZ 150 None 74 23 Ice Wind Load AZ 180 _ None 74 24 Ice Wind Load AZ 210 None 74 25 Ice Wind Load AZ 240 , None 74 _ 26 Ice Wind Load AZ 270 None 74 _ 27 Ice Wind Load AZ 300 None 74 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_loaded.r3d} Page 4 Company : Infinigy Engineering,PLLC Feb 9,2022 I ISA I I Designer : RF 7:02 PM Job Number : 1039-Z0001-B Checked By: Model Name : 855861 Basic Load Cases (Continued) _ BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(__ 28 Ice Wind Load AZI 330 None 74 29 Distr. Ice Wind Load Z OL2 _ 105 ` - 30 Distr. Ice Wind Load X OL3 105 31 Seismic Load Z _ ELZ _ -1.038 37 32 Seismic Load X ELX -1.038 ,_ 37 _ 33 Service Live Loads LL 1 _ 34 Maintenance Load 1 LL 1 35 Maintenance Load 2 LL _ 1 _ _ 36 Maintenance Load 3 LL 1 37 Maintenance Load 4 LL 1 _ �38 Maintenance Load 5 LL 1 _ _ _ 39 Maintenance Load 6 LL 1 _ 40 Maintenance Load 7 LL 1 _ 41 Maintenance Load 8 LL 1 _ 42 Maintenance Load 9 _ LL 1 43 Maintenance Load 10 LL 1 _ 44 Maintenance Load 11 LL _ 1 45 Maintenance Load 12 LL _ 1 _ 46 BLC 1 Transient Area Loads None 55 _ _ _ 47 BLC 16 Transient Area Loads None 55 Member Point Loads (BLC 1 : Self Weight) _ Member Label Direction Magnitudellb,lb-ftj Lg_c_ation[in,%1 1 MP4 Y -57.3 6 _ 2 MP4 Y -57.3 102 3 MP1 Y -49.6 6 _ 4 MP1 Y -49.6 _ 96 5 MP3 Y -49.605 _ 6 6 MP3 Y -49.605 35 7 MP3 Y -49.605 50 8 MP3 Y -49.605 80 9 MP1 Y -70 %25 _ 10 MP1 Y -36.8 %25 11 MP4 Y -65 %25 _ 12 MP4 Y -77.16 %25 13 MP3 Y -18.5 12 14 MP8 Y -57.3 6 _ 15 MP8 Y -57.3 102 16 MP5 Y -49.6 6 _ 17 MP5 Y -49.6 96 18 MP7 Y -49.605 6 19 MP7 Y -49.605 35 20 MP7 Y -49.605 50 21 MP7 Y -49.605 80 _ 22 MP5 Y -70 %25 23 MP5 Y -36.8 %25 24 MP8 Y -65 %25 25 MP8 Y -77.16 %25 26 M P 12 Y -57.3 6 27 MP12 Y -57.3 102 _ 28 MP9 Y -49.6 6 _ 29 MP9 Y -49.6 96 _ 30 MP11 Y -49.605 6 _ 31 MP11 Y -49.605 _ 35 _ 32 MP11 Y -49.605 50 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03 -MA\Report\RISA\855861_Ioaded.r3d1 Page 5 I ' : Infinigy Engineering,PLLC Feb 9,2022 ICompany SA Designer RF 7:02 PM Job Number : 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 1 : Self Weight) (Continued) Member Label Direction Magnitude[Ib,lb-ft] Location[in,%] _ 33 MP11 Y -49.605 80 _ 34 MP9 Y -70 %25 35 MP9 Y -36.8 %25 36 MP12 Y -65 "/025 37 MP12 Y -77.16 %25 Member Point Loads (BLC 2 : Wind Load AZ/ 0) Member Label Direction Maonitudeflb.lb-ft] Loc tion[in,%1 1 MP4 X 0 6 2 MP4 Z -132.65 6 3 MP4 X 0 _ 102 _ 4 MP4 Z -132.65 102 5 MP1 X 0 6 6 MP1 Z -119.31 6 7 MP1 X 0 96 _ 8 MP1 Z -119.31 96 _ 9 MP3 X 0 6 _ 10 MP3 Z -53.86 6 11 MP3 X 0 35 _ 12 MP3 Z -53.86 35 _ 13 MP3 X 0 _ 50 _ 14 MP3 Z -53.21 _ 50 15 MP3 X 0 80 16 MP3 Z -53.21 80 17 MP1 X 0 %25 — 18 MP1 Z _ -77.67 %25 — 19 MP1 X 0 %25 _ 20 MP1 Z _ -38.19 %25 21 MP4 X 0 %25 _ 22 MP4 Z -71.01 %25 23 MP4 X 0 `/025 _ 24 MP4 Z -55.54 %25 1 25 MP3 X 0 12 _ 26 MP3 Z -68.17 12 27 MP8 X 0 6 28 MP8 Z -94.95 6 29 MP8 X 0 102 _ 30 MP8 Z -94.95 102 _ 31 MPS X 0 6 _ 32 MP5 Z _ -85.41 6 _ 33 MP5 X 0 96 34 MP5 Z -85.41 96 35 i MP7 X 0 6 _ 36 MP7 Z -42.31 6 _ 37 MP7 X 0 35 38 MP7 Z -42.31 35 39 MP7 X 0 50 — 40 MP7 Z -41.77 50 — 41 MP7 X 0 80 _ 42 MP7 Z -41.77 80 43 MP5 X 0 %25 _ 44 MP5 Z -63.87 %25 _ 45 MP5 X 0 %25 _ 46 MP5 Z -24.94 </025 47 MP8 X 0 %25 48 MP8 Z -46.23 %25 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_Ioaded.r3d] Page 6 I : Infinigy Engineering,PLLC Feb 9,2022 ICompany ,RI Job INumber : R039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 2 : Wind Load AZI 0) (Continued) Member Label Direction Magnitudeflb,lb-ft] Locationjin,%[ 49 MP8 X 0 %25 _ 50 MP8 Z -38.41 %25 _ 51 MP12 X 0 6 52 MP12 Z -60.2 6 53 MP12 X 0 102 54 MP12 Z -60.2 102 55 MP9 X 0 6 56 MP9 Z -54.17 6 57 MP9 X 0 96 58 MP9 Z -54.17 96 _ 59 MP11 X 0 6 60 MP11 Z -31.66 6 _ 61 MP11 X 0 35 - 62 M P 11 Z -31.66 35 63 MP11 X 0 50 64 M P 11 Z -31.23 50 - 65 MP11 X 0 80 66 MP11 Z -31.23 80 _ 67 MP9 X 0 %25 68 MP9 Z -63.87 %25 _ 69 MP9 X 0 %25 - 70 MP9 Z -24.94 %25 - 71 MP12 X 0 %25 72 MP12 Z -46.23 %25 _ 73 MP12 X 0 %25 - 74 MP12 Z -38.41 %25 Member Point Loads (BLC 3 : Wind Load AZ1 30) Member Label Direction Magnitude[Ib.lb-ftj Loc_ati n in 1 MP4 X -62.84 6 2 MP4 Z -108.84_ 6 _ 3 MP4 X -62.84 102 _ 4 MP4 Z -108.84 102 _ 5 MP1 X -56.52 6 _ 6 MP1 Z -97.9 6 _ 7 MP1 X -56.52 96 8 MP1 Z -97.9 96 9 MP3 X -25.86 6 10 MP3 Z -44.8 6 _ 11 MP3 X -25.86 35 12 MP3 Z -44.8 35 _ 13 MP3 X -25.55 50 14 MP3 Z -44.25 50 15 MP3 X -25.55 80 _ 16 MP3 Z -44.25 80 _ 17 MP1 X -36.54 %25 _ 18 MP1 Z -63.28 %25 19 MP1 X -16.89 %25 _ 20 MP1 Z -29.25 %25 _ 21 MP4 X -31.38 %25 _ 22 MP4 Z -54.35 %25 _ 23 MP4 X -24.92 %25 _ 24 MP4 Z -43.16 %25 _ 25 MP3 X -40.46 12 _ 26 MP3 Z -70.09 12 _ 27 MP8 X -64.85 6 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 7 : Infinigy Engineering,PLLC Feb 9,2022 ICompany ,R I A Job(Number : RF 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 3 : Wind Load AZI 30) (Continued) Member Label Direction Magnitudellb,lb-ftl Locationfin,%I 28 MP8 Z -112.32 6 29 MP8 X -64.85 102 30 MP8 Z -112.32 102 _ 31 MP5 X -58.33 6 _ 32 MP5 Z -101.02 6 33 MP5 X -58.33 96 _ 34 MP5 Z -101.02 96 _ 35 MP7 X -26.48 6 _ 36 MP7 Z -45.86 6 _ 37 MP7 X -26.48 35 38 MP7 Z -45.86 35 39 MP7 X -26.16 50 _ 40 MP7 Z _ -45.3 50 41 MP7 X -26.16 80 _ 42 MP7 Z -45.3 80 _ 43 MP5 X -36.54 %25 _ 44 MP5 Z -63.28 "1o25 _ 45 MP5 X -16.89 %25 - 46 MP5 Z -29.25 %25 47 MP8 X -31.38 %25 48 MP8 Z -54.35 %25 _ 49 , MP8 X -24.92 %25 50 MP8 Z -43.16 %25 - 51 MP12 X -30.1 6 _ 52 MP12 Z -52.13 6 53 MP12 X -30.1 102 _ 54 MP12 Z -52.13 102 _ 55 MP9 X -27.09 6 56 MP9 Z -46.92 6 _ 57 MP9 X -27.09 96 _ 58 MP9 Z -46.92 96 _ 59 MP11 X -15.83 6 _ 60 MP11 Z -27.42 6 - 61 MP11 X -15.83 35 _ 62 MP11 Z -27.42 35 63 MP11 X -15.62 50 _ 64 MP11 Z -27.05 50 _ 65 MP11 X -15.62 80 66 MP11 Z -27.05 80 67 MP9 X -29.64 %25 68 MP9 Z -51.33 %25 _ 69 MP9 X -10.26 %25 _ 70 MP9 Z -17.77 %25 71 MP12 X -18.99 %25 72 MP12 Z -32.89 %25 73 MP12 X -16.35 %25 _ 74 MP12 Z -28.32 %25 Member Point Loads (BLC 4 : Wind Load AD 60) M-m.-r L..- Direction Magnitude[lb.lb-ft] t_oca i in° 1 MP4 X -76.19 6 © MP4 Z -43.99 6 3 MP4 X -76.19 102 4 MP4 Z -43.99 102 _ © MP1 X -68.55 6 6 MP1 Z -39.57 6 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_Ioaded.r3d] Page 8 Company : Infinigy Engineering, PLLC Feb 9,2022 ''RIBA Designer : RF 7:02 PM Job Number 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 4 : Wind Load AZI 60) (Continued) Member Label Direction Magnitudejlb,Ib-ftj Locationjin,%1 7 MP1 X -68.55 96 8 MP1 Z -39.57 96 9 MP3 X -34.79 6 10 MP3 Z -20.09 6 _ 11 MP3 X -34.79 35 12 MP3 Z -20.09 35 13 MP3 X -34.34 50 14 MP3 Z -19.83 50 15 MP3 X -34.34 80 16 MP3 Z -19.83 80 _ 17 MP1 X -55.32 _ %25 18 MP1 Z -31.94 _ %25 19 MP1 X -21.6 %25 - 20 MP1 Z -12.47 %25 _ 21 MP4 X - -40.04 %25 - 22 MP4 Z _ -23.12 %25 23 MP4 X -33.27 %25 24 MP4 Z -19.21 _ %25 _ 25 MP3 X -92.18 12 26 MP3 Z -53.22 12 _ 27 MP8 X -112.32 _ 6 _ 28 MP8 Z -64.85 6 _ 29 MP8 X -112.32 102 30 MP8 Z -64.85 102 _ 31 MP5 X -101.02 6 32 MP5 Z -58.33 6 33 MP5 X -101.02 96 _ 34 MP5 Z -58.33 96 35 MP7 X _ -45.86 6 36 1 MP7 Z -26.48 6 _ 37 MP7 X -45,86 35 _ 38 MP7 Z -26.48 35 _ 39 MP7 X -45.3 50 40 MP7 Z -26.16 50 41 MP7 X -45.3 80 _ 42 MP7 Z -26.16 80 43 MP5 X -67.27 %25 _ 44 MP5 Z -38.84 %25 _ 45 MP5 X -33,08 %25 46 MP5 Z -19.1 %25 47 MP8 X -61.5 %25 48 MP8 Z -35.51 %25 49 MP8 X -48.1 %25 50 MP8 Z -27.77 %25 51 MP12 X -82.22 6 52 MP12 Z -47.47 6 53 MP12 X -82.22 102 - 54 MP12 Z -47.47 102 _ 55 MP9 X -73.97 6 _ 56 MP9 Z -42.71 6 57 MP9 X -73.97 96 _ 58 MP9 Z -42.71 96 _ 59 MP11 X -36.64 6 _ 60 MP11 Z -21.15 6 _ 61 MP11 X -36.64 35 - 62 MP11 Z -21.15 35 _ 63 MP11 X -36.18 50 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03 -MA\Report\RISA\855861_loaded.r3d1 Page 9 Company : Infinigy Engineering,PLLC Feb 9,2022 e i Designer : RF 7:02 PM ;S Job Number : 1039-Z0001-B Checked By: ' Model Name : 855861 Member Point Loads (BLC 4 : Wind Load AZI 60) (Continued) Member Label Direction Macnitudeflb.lb-ftl Locationfin,%1 _ 64 MP 11 Z -20.89 50 65 MP11 X -36.18 80 66 MP11 Z -20.89 80 67 MP9 X -55.32 %25 _ 68 MP9 Z -31.94 %25 _ 69 MP9 X -21.6 %25 70 MP9 Z -12,47 %25 _ 71 MP12 X -40.04 %25 _ 72 MP12 Z -23.12 %25 _ 73 MP12 X -33.27 %25 _ 74 MP12 Z -19.21 %25 Member Point Loads (BLC 5 : Wind Load AZI 90) Member Label Direction Magnitude[Ib.lb-ft] LQ tionlin,%] _ 1 MP4 X -57.24 6 _ 2 MP4 Z 0 6 _ 3 MP4 X -57.24 102 _ 4 MP4 Z 0 102 _ 5 MP1 X -51.52 6 6 MP1 Z 0 6 _ 7 MP1 X -51.52 96 _ 8 MP1 Z 0 _ 96 _ 9 MP3 X -30.76 6 _ 10 MP3 Z 0 6 11 MP3 X -30.76 35 _ 12 MP3 Z 0 35 _ 13 MP3 X -30.33 50 14 MP3 Z 0 50 15 MP3 X -30.33 80 16 MP3 Z 0 80 _ 17 MP1 X -59.27 %25 18 MP1 Z 0 %25 19 MP1 X -20,52 %25 20 MP1 Z 0 %25 _ 21 MP4 X -37.97 %25 _ 22 MP4 Z 0 %25 _ 23 MP4 X -32.7 %25 _ 24 MP4 Z 0 %25 _ 25 MP3 X -119.2 12 _ 26 MP3 Z 0 12 27 MP8 X -94.95 6 _ 28 MP8 Z 0 6 _ 29 MP8 X -94.95 102 _ 30 MP8 Z 0 102 31 MP5 X -85.41 6 _ 32 MP5 Z - 0 _ 6 33 MP5 X -85.41 96 _ 34 MP5 Z 0 96 _ 35 MP7 X -42.31 6 _ 36 MP7 Z 0 6 _ 37 MP7 X -42.31 35 38 MP7 Z 0 35 39 MP7 X -41.77 50 _ 40 MP7 Z 0 50 _ 41 MP7 X -41.77 80 42 MP7 Z 0 80 _ RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03 -MA\Report\RISA\855861_Ioaded.r3d] Page 10 : Infinigy Engineering, PLLC Feb 9,2022 ICompany ,R1SA Job INumber : 1039 Z0001-B Coe ked By: Model Name : 855861 Member Point Loads (BLC 5 : Wind Load AZ/ 90) (Continued) Member Label Direction Magnitudellb,lb-ftl Location[in,%] _ 43 MP5 X -73.07 %25 _ 44 MP5 Z 0 %25 _ 45 MP5 X -33.77 %25 - 46 MP5 Z 0 `%25 47 MP8 X -62.75 %25 48 MP8 Z 0 %25 49 MP8 X -49.83 %25 50 MP8 Z 0 %25 _ 51 MP12 X -129.69 6 52 MP12 Z 0 6 _ 53 MP12 X -129.69 102 54 MP12 Z 0 102 55 MP9 X -116.65 6 56 MP9 Z 0 6 _ 57 MP9 X -116.65 96 58 MP9 Z 0 96 59 MP11 X -52.96 6 60 MP11 Z 0 6 61 MP11 X -52.96 35 _ 62 MP11 Z 0 35 63 MP11 X -52.31 50 64 MP11 Z 0 50 65 MP11 X -52.31 80 _ 66 MP11 Z 0 80 _ 67 MP9 X -73.07 %25 _ 68 MP9 Z 0 %25 69 MP9 X -33.77 %25 _ 70 MP9 Z 0 `%25 71 MP12 X -62.75 %25 72 MP12 Z 0 %25 _ 73 MP12 X -49.83 %25 _ 74 MP12 Z 0 %25 Member Point Loads (BLC 6 : Wind Load AZ/ 120) Member Label Direction Magnitudetlb.lb-ft1 LQcation[in,%] 1 MP4 X -55.61 6 _ 2 MP4 Z 32.11 6 _ 3 MP4 X -55.61 102 _ 4 MP4 Z 32.11 102 _ 5 MP1 X -50.04 6 6 MP1 Z 28.89 6 _ 7 MP1 X -50.04 96 _ 8 MP1 Z 28.89 96 9 MP3 X -28.49 6 _ 10 MP3 Z 16.45 6 11 MP3 X -28.49 35 - 12 MP3 Z 16.45 35 13 MP3 X -28.1 50 14 MP3 Z 16.22 50 _ 15 MP3 X -28.1 80 _ 16 MP3 Z 16.22 80 17 MP1 X -55.32 %25 18 MP1 _ Z 31.94 `%25 19 MP1 X -21.6 "/o25 _ 20 MP1 Z 12.47 `%25 21 MP4 X -40.04 %25 _ RISA-3D V Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03 -MA\Report\RISA\855861_loaded.r3d] Page 11 Company : Infinigy Engineering,PLLC Feb 9,2022 fit' Designer •: RF 7:02 PM �� n, Job Number 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 6 : Wind Load AZl 120) (Continued) Member Label Direction Magnitudeflb,lb-ftl Locationfin,%1 _ 22 MP4 Z 23.12 %25 23 MP4 X -33.27 %25 24 MP4 Z 19.21 %25 _ 25 MP3 X -92.18 12 26 MP3 Z _ 53.22 12 27 MP8 X -52.13 _ 6 _ 28 MP8 Z 30.1 6 _ 29 MP8 X -52.13 102 _ 30 MP8 Z 30.1 102 31 MP5 X -46.92 6 _ 32 MP5 Z 27.09 6 33 MP5 X -46.92 96 34 MP5 Z 27,09 96 35 MP7 X -27.42 6 _ 36 MP7 Z 15.83 6 _ 37 MP7 X -27.42 35 _ 38 MP7 Z 15.83 35 _ 39 MP7 X -27.05 50 40 MP7 Z 15.62 50 41 MP7 X -27.05 _ 80 42 MP7 Z 15.62 80 _ 43 MP5 X -55.32 %25 _ 44 MP5 Z 31.94 %25 45 MPS X -21.6 _ %25 _ 46 MP5 Z 12.47 %25 _ 47 MP8 X -40.04 %25 _ 48 MP8 Z 23.12 %25 49 MP8 X -33.27 %25 50 MP8 Z 19.21 %25 _ 51 MP12 X -112.32 6 52 MP12 Z 64.85 6 53 MP12 X _ -112.32 102 _ 54 MP12 Z 64.85 102 55 MP9 X -101.02 6 _ 56 MP9 Z 58.33 6 57 MP9 X -101.02 96 58 MP9 Z 58.33 96 _ 59 MP11 X -45.86 6 _ 60 MP11 Z 26.48 6 _ 61 MP11 X -45.86 35 62 MP11 Z 26.48 35 63 MP11 X -45.3 50 64 MP11 Z 26.16 50 _ 65 MP11 X -45.3 80 66 MP11 Z 26.16 80 _ 67 MP9 X -67.27 %25 - 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I I �� Company Infinigy Engineering,PLLC Feb 9,2022 Designer RF 7:02 PM Job Number 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 7 : Wind Load AZ1 150) (Continued) Member Label Direction Magnitude[Ib,lb-ftj Locationjin,%1 _ 1 MP4 X -50.96 6 _ 2 MP4 Z 88.26 6 3 MP4 X -50.96 102 4 MP4 Z 88.26 102 5 MP1 X -45.84 6 6 MP1 Z 79.39 6 7 MP1 X -45.84 96 _ 8 MP1 Z 79.39 96 - 9 MP3 X -22.22 6 _ 10 MP3 Z 38.49 6 _ 11 MP3 X -22.22 35 _ 12 MP3 Z 38.49 35 13 MP3 X -21.94 - 50 14 MP3 Z 38.01 50 _ I 15 , MP3 X -21.94 80 - 16 MP3 Z 38.01 80 _ 17 MP1 X -36.54 %25 18 MP1 Z 63.28 %25 - 19 MP1 X -16.89 %25 20 MP1 Z 29.25 %25 21 MP4 X -31.38 %25 22 MP4 Z 54.35 %25 23 MP4 X -24.92 %25 24 MP4 Z 43.16 `%25 I 25 MP3 X -40.46 12 _ 1 26 MP3 Z 70.09 12 - 27 MP8 X -30.1 6 _ 28 MP8 Z 52.13 6 29 MP8 X -30.1 102 _ 30 MP8 Z 52.13 102 31 MP5 X -27.09 6 32 MP5 Z 46.92 6 _ 33 MPS X -27.09 96 _ 34 MP5 Z 46.92 96 35 MP7 X -15.83 6 _ 36 MP7 Z 27.42 6 _ 37 MP7 X -15.83 35 _ 38 MP7 Z 27.42 35 _ 39 MP7 X -15.62 50 40 MP7 Z 27.05 50 _ 41 MP7 X -15.62 80 42 MP7 Z 27.05 80 _ 43 MP5 X -29.64 %25 ~44 MP5 Z 51.33 %25 _ 45 MP5 X -10.26 %25 46 MP5 Z 17.77 %25 _ 47 MP8 X -18.99 %25 _ 48 MP8 Z 32.89 %25 49 MP8 X -16.35 %25 _ 50 MP8 Z 28.32 %25 _ 51 MP12 X -47.47 6 52 MP12 Z 82.22 6 53 MP12 X -47.47 102 54 MP12 Z 82.22 102 _ 55 MP9 X -42.71 6 56 MP9 Z 73.97 6 57 MP9 X -42.71 96 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 13 Company : Infinigy Engineering, PLLC Feb 9,2022 I'IRI A Designer : RF 7:02 PM S Job Number :• 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 7: Wind Load AZ1 150) (Continued) Member Label Direction Ma nitude lb lb-ftl Location in 58 MP9 Z 73.97 96 59 MP11 X -21.15 6 _ 60 MP11 Z 36.64 6 61 MP11 X -21.15 35 62 MP11 Z 36.64 35 63 MP11 X -20.89 50 64 M P 11 Z 36.18 50 65 MP11 X -20.89 _ 80 _ 66 MP11 Z 36.18 80 67 MP9 X -36.54 %25 _ 68 MP9 Z 63.28 %25 - 69 MP9 X -16.89 %25 - 70 MP9 Z 29.25 %25 71 MP12 X -31.38 %25 _ 72 MP12 Z 54.35 %25 - 73 MP12 X -24.92 %25 _ 74 MP12 Z 43.16 %25 Member Point Loads (BLC 8 : Wind Load AZ! 180) Member Label Direction Maanitudeflb.lb-ftj Location[in,%] 1 MP4 X 0 6 2 MP4 Z 132.65 6 _ 3 MP4 X 0 102 _ 4 MP4 Z 132.65 102 5 MP1 X 0 6 _ 6 MP1 Z 119.31 _ 6 _ 7 MP1 X 0 96 _ 8 MP1 Z 119.31 96 _ 9 MP3 X 0 6 _ 10 MP3 Z 53.86 _ 6 _ 11 MP3 X 0 35 _ 12 MP3 Z 53.86 35 _ 13 MP3 X 0 50 _ 14 MP3 Z 53.21 50 _ 15 MP3 X 0 80 _ 16 MP3 Z 53.21 80 _ 17 MP1 X 0 %25 18 MP1 Z 77.67 %25 19 MP1 X 0 %25 20 MP1 Z 38.19 %25 21 MP4 X 0 %25 _ 22 MP4 Z 71.01 %25 23 MP4 X 0 %25 _ 24 MP4 Z 55.54 %25 _ 25 MP3 X 0 12 26 MP3 Z 68.17 12 _ 27 MP8 X 0 6 _ 28 MP8 Z 94.95 6 29 MP8 X 0 102 - 30 MP8 Z 94.95 102 31 MP5 X 0 6 32 MP5 Z 85.41 6 _ 33 MP5 X 0 _ 96 - 34 MP5 Z 85.41 _ 96 _ 35 MP7 X 0 6 - 36 MP7 Z 42.31 6 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_loaded.r3di Page 14 r----- - -.,,,,,,,,,-, I i Company : Infinigy Engineering, PLLC Feb 9,2022 R ISA Designer : RF 7:02 PM S Job Number 1039-Z0001-B Checked By: . Model Name : 855861 Member Point Loads (BLC 8 : Wind Load AZI 180) (Continued) Member Label Direction Magnitudeflb,Ib-ft] Location in 37 MP7 X 0 35 _ 38 MP7 Z _ 42.31 35 39 MP7 X 0 50 40 MP7 Z 41.77 50 41 MP7 X 0 80 - 42 MP7 Z 41.77 _ 80 43 MP5 X 0 %25 - 44 MP5 Z 63.87 %25 _ 45 MP5 X 0 %25 46 MP5 Z 24.94 %25 _ 47 MP8 X 0 %25 _ 48 MP8 Z 46.23 `%25 49 MP8 X 0 %25 _ 50 MP8 Z 38.41 %25 51 MP12 X 0 6 - 52 MP12 Z 60.2 _ 6 - 53 MP12 X 0 102 54 MP12 Z 60.2 102 55 MP9 X 0 _ 6 - 56 MP9 Z 54.17 - 6 57 MP9 X 0 96 58 MP9 Z 54.17 96 _ 59 MP11 X 0 6 _ 60 MP11 Z 31.66 6 _ 61 MP11 X 0 35 _ 62 MP11 Z 31.66 35 63 MP11 X 0 50 - 64 MP11 Z 31.23 50 _ 65 MP11 X 0 80 66 MP11 Z 31.23 80 - 67 MP9 X 0 %25 - 68 MP9 Z 63.87 %25 69 MP9 X 0 %25 _ 70 MP9 Z 24.94 %25 71 MP12 X 0 %25 _ 72 MP12 Z 46.23 %25 73 MP12 X 0 %25 _ 74 MP12 Z 38.41 %25 Member Point Loads (BLC 9 : Wind Load AZI 210) _ Member Label Direction Magnitude[Ib,ib-ftl Locationtin,%] - 1 MP4 X 62.84 6 2 MP4 Z 108.84 6 - 3 MP4 X 62.84 102 _ 4 MP4 Z 108.84 102 - 5 MP1 X 56.52 6 - 6 MP1 Z 97.9 6 7 MP1 X 56.52 96 - 8 MP1 Z 97.9 96 _ 9 MP3 X 25.86 6 _ 10 MP3 Z 44.8 6 _ 11 MP3 X 25.86 35 12 MP3 Z 44.8 35 _ 13 , MP3 X 25.55 50 - 14 MP3 Z 44.25 50 _ 15 MP3 X 25.55 80 _ RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 15 . _ _.__ ...... ............... ,............, ... .,,...,, ,,. n... r«:..,er......er,.sku.,..... „. ...n.........Fue,..«.uu+er.rt mwun vuutuswra.,. : Infinigy Engineering,PLLC Feb 9,2022 ICompany � Designer RF 7:02 PM RISA Job Number : 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 9 Wind Load AZ! 210) (Continued) Member Label Direction Magnitudeflb,lb-ftl Locationfin,%1 _ 16 MP3 Z 44.25 80 17 MP1 X 36.54 %25 _ 18 MP1 Z 63.28 %25 _ 19 MP1 X 16.89 %25 20 MP1 Z 29.25 %25 _ 21 MP4 X 31.38 %25 22 MP4 Z 54.35 "%25 23 MP4 X 24.92 %25 _ 24 MP4 Z 43.16 %25 25 MP3 X 40.46 12 _ 26 MP3 Z 70.09 12 _ 27 MP8 X 64.85 6 _ 28 MP8 Z 112.32 6 _ 29 MP8 X 64.85 _ 102 _ 30 MP8 Z 112.32 102 31 MP5 X 58.33 6 32 MP5 Z 101.02 6 _ 33 , MP5 X 58.33 96 34 MP5 Z 101.02 96 35 MP7 X 26.48 6 _ 36 MP7 Z 45.86 _ 6 _ 37 MP7 X 26.48 35 - 38 MP7 Z 45.86 35 _ 39 MP7 X 26.16 50 _ 40 MP7 Z 45.3 50 _ 41 MP7 X 26.16 80 _ 42 MP7 Z 45.3 80 _ 6 43 , MP5 X 36.54 %25 E 44 MP5 Z 63.28 %25 _ 45 MP5 X 16.89 %25 46 MP5 Z 29.25 %25 _ 47 MP8 X 31.38 %25 48 MP8 Z 54.35 %25 _ 49 MP8 X 24.92 %25 r 50 MP8 Z 43.16 %25 51 MP12 X 30.1 6 _ 52 MP12 Z 52.13 _ 6 53 MP12 X 30.1 102 54 MP12 Z 52.13 _ 102 _ 55 MP9 X 27.09 6 56 MP9 Z 46.92 _ 6 - 57 MP9 X 27.09 96 58 MP9 Z 46.92 96 59 MP11 X 15.83 6 _ 60 MP11 Z _ 27.42 _ 6 61 MP11 X 15.83 35 62 MP11 Z 27.42 35 63 MP11 X 15.62 _ 50 _ 64 MP11 Z 27.05 50 65 MP11 X 15.62 80 66 MP11 Z 27,05 80 _~ 67 MP9 X 29.64 %25 _ 68 MP9 Z 51.33 %25 69 MP9 X 10.26 %25 - 70 _ MP9 Z 17.77 "%25 - 71 MP12 X 18.99 `%25 72 MP12 Z 32.89 %25 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_Ioaded.r3d] Page 16 - .....-. .. ..,. .............:...,.., e....aerr....sa.anwfaxrawrefu+euretirtsieulN+4#G±#t#Ntabnw:.,e..., ...., a rwd.lrax.Nuaae.ttusNxf3exrs..xN3dfsKtWF#x#J#fN.rti.ulU.usriv.,.i. ti'iaitli+ssu#u.Nvrui.e... Company : Infinigy Engineering,PLLC Feb 9,2022 ''RISA Designer :• RF PM Job N umber : 1039-Z0001-B Checked By: ,,.,, Model Name : 855861 Member Point Loads (BLC 9 : Wind Load AZ/ 210) (Continued) Member Label Direction Magnitude[lb,lb-ft] Location[in,%1 73 MP12 X 16.35 %25 74 MP12 Z 28.32 %25 Member Point Loads (BLC 10 : Wind Load AZ/ 240) Member Label Direction Magnitudeflb,lb-ft] Location[In%] _ 1 MP4 X 76.19 6 2 MP4 Z 43.99 6 _ 3 MP4 X 76.19 102 _ 4 MP4 Z 43.99 102 _ 5 MP1 X 68.55 6 6 MP1 Z 39.57 6 7 MP1 X 68.55 96 8 MP1 Z 39.57 96 9 MP3 X 34.79 6 10 MP3 Z 20.09 6 11 MP3 X 34.79 35 _ 12 MP3 Z 20.09 35 13 MP3 X 34.34 50 14 MP3 Z 19.83 50 15 MP3 X 34.34 80 16 MP3 Z 19.83 80 _ 17 MP1 X 55.32 %25 _ 18 . MP1 Z 31.94 %25 _ 19 MP1 X _ 21.6 %25 _ 20 , MP1 Z 12.47 %25 _ 21 MP4 X 40.04 %25 22 MP4 Z 23.12 %25 23 MP4 X 33.27 %25 __^ 24 , MP4 Z 19.21 %25 _ 25 MP3 X 92.18 12 26 MP3 Z 53.22 12 _ 27 MP8 X 112.32 6 28 MP8 Z 64.85 6 _ 29 MP8 X 112.32 102 _ 30 MP8 Z 64.85 102 31 MP5 X 101.02 6 32 MP5 Z 58.33 6 33 MP5 X 101.02 _ 96 _ 34 MP5 Z 58.33 96 _ 35 MP7 X 45.86 6 _ 36 MP7 Z 26.48 6 37 MP7 X 45.86 35 38 MP7 Z 26.48 35 _ 39 MP7 X 45.3 50 _ 40 MP7 Z 26.16 50 41 MP7 X 45.3 80 42 MP7 Z 26.16 80 _ 43 MP5 X 67.27 %25 44 MP5 Z 38.84 %25 _ 45 MP5 X 33.08 %25 _ 46 MP5 Z 19.1 %25 47 MP8 X 61.5 %25 _ 48 MP8 Z 35.51 %25 _ 49 MP8 X 48.1 %25 _ 50 MP8 Z 27.77 %25 51 MP12 X 82.22 6 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03-MA\Report\RISA1855861_loaded.r3d] Page 17 Company : Infinigy Engineering,PLLC Feb 9,2022 '"a Designer : RF 7:02 PM al ':'•, Job Number : 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 1'0 : Wind Load AD 240) (Continued) Member Label Direction Ma ni tude Ib 0_40 Location[in,%l 52 MP12 Z 47.47 6 53 MP12 X 82.22 102 _ 54 MP12 Z 47.47 102 _ 55 MP9 X 73.97 6 _ 56 MP9 Z 42.71 6 57 MP9 X 73.97 96 58 MP9 Z 42.71 96 59 ' MP11 X 36.64 6 _ 60 MP11 Z 21.15 6 - 61 MP11 X 36.64 35 _ 62 MP11 Z 21.15 - 35 63 MP11 X 36.18 50 64 MP11 Z 20.89 50 _ 65 MP11 X 36.18 80 _ 66 MP11 Z 20.89 80 67 MP9 X 55.32 %25 _ 68 MP9 Z 31.94 %25 _ 69 MP9 X 21.6 %25 70 MP9 Z 12.47 %25 71 MP12 X 40.04 %25 _ 72 MP12 Z 23.12 %25 73 MP12 X 33.27 %25 74 MP12 Z 19.21 %25 _ Member Point Loads (BLC 11 : Wind Load AZI 270) Member Label Direction Magnitude[Ib,Ib-ftl LQtion[in,%] _ 1 MP4 X 57.24 6 2 MP4 Z 0 6 _ 3 MP4 X 57.24 102 _ 4 MP4 Z 0 102 5 MP1 X 51.52 6 _ 6 MP1 Z 0 6 _ 7 MP1 X 51,52 96 _ 8 MP1 Z 0 96 _ 9 MP3 X 30.76 6 _ 10 MP3 Z 0 6 _ 11 MP3 X 30.76 35 12 MP3 Z 0 35 13 MP3 X 30.33 50 14 MP3 Z 0 50 _ 15 MP3 X 30.33 80 16 MP3 Z 0 80 _ 17 MP1 X 59.27 %25 _ 18 MP1 Z 0 %25 19 MP1 X 20.52 %25 20 MP1 Z 0 %25 21 MP4 X 37.97 %25 _ 22 MP4 Z 0 %25 23 MP4 X 32.7 %25 24 MP4 Z 0 %25 25 MP3 X 119.2 12 _ 26 MP3 Z 0 12 _ 27 MP8 X 94.95 6 28 MP8 Z 0 6 29 MP8 X 94.95 102 _ 30 MP8 Z 0 102 _ RISA-3D Version 17.0.4 [K:\...\...\...\...1Structural\2022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 18 .... ,,.•.. „,,.,.. ,,.. .a eses.ss,. fr arrarsss Yalid.dts ,Isaid#iIu at+Ir..,... .. ,e Ise s urrsro-w. #ttlttY I ary f13t4itil3/ e4AFiti#t i}ardsrrst .”,,,e,,. I : Infinigy Engineering, PLLC Feb 9,2022 ICompany 'RISA Designer : RF 7:02 PM Job Number 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 11 : Wind Load AZ/ 270) (Continued) Member Label Direction Magnitude1jb,ib-ft] Location in 31 MP5 X 85.41 6 32 MP5 Z 0 6 _ 33 MP5 X 85.41 96 34 MP5 Z 0 96 35 MP7 X 42.31 6 36 MP7 Z 0 6 37 MP7 X 42.31 35 _ 38 MP7 Z 0 35 _ 39 MP7 _, X 41.77 50 40 MP7 Z 0 50 _ 41 MP7 X 41.77 80 _ 42 MP7 Z 0 80 _ 43 MP5 X 73.07 _ %25 _ 44 MP5 Z 0 %25 45 MP5 X 33.77 %25 _ 46 MP5 Z 0 %25 47 MP8 X 62.75 "Y025 48 MP8 Z 0 %25 49 MP8 X 49.83 %25 50 MP8 Z 0 %25 51 MP12 X 129.69 6 52 MP12 Z 0 6 _ 53 MP12 X 129.69 102 54 MP12 Z 0 102 _ 55 MP9 X 116.65 6 56 MP9 Z 0 6 _ 57 MP9 X 116.65 96 58 MP9 Z 0 96 59 MP11 X 52.96 6 60 MP11 Z 0 6 61 _ MP11 X 52.96 35 62 MP11 Z 0 35 _ 63 MP11 X 52.31 50 64 MP11 Z 0 50 65 MP11 X _ 52.31 _ 80 _ 66 MP11 Z 0 80 _ 67 MP9 X 73.07 %25 _ 68 MP9 Z 0 %25 69 MP9 X 33.77 _ %25 _ 70 MP9 Z 0 %25 71 MP12 X 62.75 %25 _ 72 MP12 Z 0 `%25 73 MP12 X 49.83 %25 _ 74 MP12 Z 0 %25 Member Point Loads (BLC 12 : Wind Load AZI 300) Member Label Direction Magnitudetlb.lb-ft] Location[in,%] 1 MP4 X 55.61 6 2 MP4 Z -32.11 6 _ 3 MP4 X 55.61 102 4 MP4 Z -32.11 102 5 MP1 X 50.04 6 _ 6 MP1 Z -28.89 6 7 MP1 X 50.04 96 8 MP1 Z -28.89 96 _ 9 MP3 X 28.49 6 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structura112022.02.03-MA\Report\RISA\855861_loaded.r3d1 Page 19 ......... .. ....... ... .. :::e....:TSliIX §A .a uttJuleusittsutatain i,..x..r. ,,. i..♦niei t t 1lM±PFAiifiA 143,01AitlifsidlrNbbid..iiii.10.$10/89,4e0.41-i td lii1,,, . Company : Infinigy Engineering, PLLC Feb 9,2022 7:02 PM F ''�� ob Number 039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 12 : Wind Load AZ/ 300) (Continued) Member Label Direction Ma nitude lb lb-ftl location in 10 MP3 Z -16.45 6 _ 11 MP3 X 28,49 35 12 MP3 Z -16.45 35 13 MP3 X 28.1 50 _ 14 MP3 Z -16.22 50 _ 15 MP3 X 28.1 80 _ 16 MP3 Z -16.22 80 _ 17 MP1 X 55.32 %25 _ 18 MP1 Z -31.94 %25 _ 19 MP1 X 21.6 %25 _ 20 MP1 Z -12.47 %25 _ 21 MP4 X 40.04 %25 22 MP4 Z -23.12 _ %25 ^_ 23 MP4 X 33.27 %25 24 MP4 Z -19.21 %25 25 MP3 X 92.18 12 _ - 26 MP3 Z -53.22 12 _ 27 MP8 X 52.13 6 28 MP8 Z -30.1 6 29 MP8 X 52.13 102 30 MP8 Z -30.1 102 _ 31 MP5 X 46.92 _ 6 32 MP5 Z -27.09 6 _ 33 MP5 X 46.92 96 34 MP5 Z -27.09 96 35 MP7 X 27.42 6 _ 36 MP7 Z -15.83 6 _ 37 MP7 X _ 27.42 _ 35 _ 38 MP7 Z -15.83 35 39 MP7 X 27.05 50 40 MP7 Z -15.62 _ 50 _ 41 MP7 X 27.05 80 42 MP7 Z -15.62 80 _ 43 MP5 X 55.32 %25 _ 44 MP5 Z -31.94 %25 45 MP5 X 21.6 _ %25 _ 46 MP5 Z -12.47 %25 47 MP8 X 40.04 %25 48 MP8 Z -23.12 %25 _ 49 MP8 X 33.27 %25 _ 50 MP8 Z -19.21 %25 51 MP12 X 112.32 6 _ 52 MP12 Z -64.85 6 _ 53 MP12 X 112.32 102 _ 54 MP12 Z -64.85 102 _ 55 . 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I I Company Infinigy Engineering,PLLC Feb 9,2022 SADesigner : RF 7:02 PM Job Number : 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 19 : Ice Wind Load AZ1 60) (Continued) Member Label Direction Maonitudeflb,lb-ftl Location in 58 MP9 Z -4.73 96 _ 59 MP11 X -2.5 6 60 MP11 Z -1.44 6 _ 61 MP11 X -2.5 35 62 MP11 Z -1.44 35 _ 63 MP11 X _ -2.47 50 64 MP11 Z -1.43 50 65 MP11 X -2.47 80 66 MP11 Z -1.43 80 _ 67 MP9 X -4.46 _ %25 68 MP9 Z -2.57 %25 _ 69 MP9 X -2.05 %25 _ 70 MP9 Z -1.18 %25 71 MP12 X -3.38 %25 _ 72 MP12 Z -1.95 %25 73 MP12 X -2.9 %25 74 MP12 Z -1.67 %25 _ Member Point Loads (BLC 20 : Ice Wind Load AZ/ 90) Member Label Direction Maanitudeflb.lb-ftl Location[in,%J 1 MP4 X -8.76 6 2 MP4 Z 0 6 3 MP4 X -8.76 102 4 MP4 Z 0 102 5 MP1 X -7.8 6 _ 6 MP1 Z 0 6 7 MP1 X -7.8 96 8 MP1 Z 0 96 _ 9 MP3 X -2.48 6 10 MP3 Z 0 6 11 MP3 X -2.48 35 _ 12 MP3 Z 0 35 13 MP3 X -2.45 50 _ 14 MP3 Z 0 50 _ 15 MP3 X -2,45 80 _ 16 MP3 _ Z 0 80 _ 17 MP1 X -4.9 %25 18 MP1 Z 0 %25 _ 19 MP1 X -2.1 _ %25 20 MP1 Z 0 %25 21 MP4 X -3.45 %25 22 MP4 Z _ 0 %25 23 MP4 X -3.01 0Yo25 _l 24 MP4 Z 0 %25 25 MP3 X -7.08 _ 12 _ 26 MP3 Z 0 12 _ 27 MP8 X -10.58 6 28 MP8 Z 0 6 29 MP8 X -10.58 102 30 MP8 Z 0 102 31 MP5 X -9.45 6 32 MP5 Z 0 6 33 MP5 X -9.45 96 34 MP5 Z 0 96 _ 35 MP7 X -2.89 6 36 MP7 Z 0 6 RISA-3D Version 17.0.4 [K:\...\...\...1...\Structural\2022.02.03 -MA\Report\RISA\855861_Ioaded.r3d] Page 27 J - - _........... ........ ,....,., . > ..rr rrrr+sssxaauurNareFaerlu rbbMbl of r r..., ,e.. r rrtwNu.roFt INIiN/Jii.(itFb/iNi4l<YitNNaltlJileNf}INIiAdNHf4 dtiEiallbNbNUUlIebsN[uN d+etrmfr.r+.ICompany IRISAI : Infinigy Engineering, PLLC Feb 9,2022 Designer : RF 7:02 PM Job Number 1039 Z0001-B Checked By: ,,,. 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MP9 X 8.19 6 _ 56 MP9 Z 4.73 6 _ 57 MP9 X 8.19 96 58 MP9 Z 4.73 96 59 MP11 X 2.5 6 60 MP11 Z 1.44 6 _ 61 MP11 X 2.5 35 - 62 MP11 Z 1.44 35 _ 63 MP11 X 2.47 50 _ 64 MP11 Z 1.43 50 - 65 MP11 X 2.47 80 - 66 MP11 Z 1.43 80 _ 67 MP9 X 4.46 %25 68 , MP9 Z 2,57 %25 69 MP9 X 2.05 %25 _ 70 , MP9 Z 1.18 %25 _ 71 MP12 X 3.38 %25 _ 72 MP12 Z 1.95 _ %25 73 MP12 X 2.9 %25 _ 74 MP12 Z 1.67 %25 Member Point Loads (BLC 26 : Ice Wind Load AZ! 270) i Member Label Direction Magnitudeflb,lb-ftj Location[in.%j _ 1 MP4 X 8.76 6 2 MP4 Z 0 6 _ 3 MP4 X 8.76 102 4 MP4 Z 0 102 5 MP1 X 7.8 6 6 MP1 Z 0 6 _ 7 MP1 X 7.8 96 8 MP1 Z 0 96 9 MP3 X 2.48 6 10 , MP3 Z 0 6 _ 11 MP3 X 2.48 35 12 MP3 Z 0 35 - 13 MP3 X 2.45 50 - 14 MP3 Z 0 50 _ 15 MP3 X 2.45 80 _ 16 MP3 Z 0 80 _ 17 MP1 X 4.9 %25 18 MP1 Z 0 %25 19 MP1 X 2.1 %25 20 MP1 Z 0 %25 _ 21 MP4 X 3.45 %25 22 MP4 Z 0 %25 23 MP4 X 3.01 %25 24 _ MP4 Z 0 %25 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 35 Company : Infinigy Engineering, PLLC Feb 9,2022 Designer : RF 7:02 PM Job Number : 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 26 : Ice Wind Load AZI 270) (Continued) Member Label Direction Magnitudeflb,lb-ft] Locationfin,%] 25 MP3 X 7.08 12 26 MP3 Z 0 12 27 MP8 X 10.58 6 _ 28 MP8 Z 0 6 _ 29 MP8 X 10.58 102 30 MP8 Z 0 102 31 MP5 X 9.45 6 _ 32 MP5 Z 0 6 33 , MP5 X 9.45 96 _ 34 MP5 Z 0 96 35 MP7 X 2.89 6 _ 36 MP7 Z 0 6 — 37 MP7 X 2.89 35 38 MP7 Z 0 35 39 MP7 X 2.85 50 _ 40 MP7 Z 0 50 41 MP7 _ X 2.85 _ 80 42 MP7 Z 0 80 _ 43 MP5 X 5.65 %25 _ 44 MP5 Z 0 %25 45 MP5 X 2.9 %25 46 MP5 Z 0 %25 47 MP8 X 4.8 %25 48 MP8 Z 0 %25 — 49 MP8 X 4.02 %25 _ 50 MP8 Z 0 %25 51 MP12 X 12.27 6 _ 52 MP12 Z 0 _ 6 53 MP12 X _ 12.27 102 54 MP12 Z 0 102 _ 55 MP9 X 10.98 6 56 MP9 Z 0 _ 6 _ 57 MP9 X 10.98 96 _ 58 MP9 Z 0 96 _ 59 MP11 X 3.26 6 60 MP11 Z 0 6 61 MP11 X 3.26 35 _ 62 MP11 Z 0 _ 35 _ 63 MP11 X 3.23 50 64 M P 11 Z 0 50 65 MP11 X 3.23 80 _ 66 MP11 Z 0 80 67 MP9 X 5.65 _ %25 68 MP9 Z 0 %25 69 MP9 X 2.9 %25 70 ' MP9 Z 0 %25 71 MP12 X _ 4.8 %25 _ 72 MP12 Z 0 %25 _ 73 MP12 X 4.02 %25 _ 74 MP12 Z 0 %25 Member Point Loads (BLC 27 : Ice Wind Load AZI 300) Member Label Direction Magnitudeflb,lb-ft] Location[in,%] 1 MP4 X 7.88 6 — 2 MP4 Z -4.55 6 _ 3 MP4 X 7.88 102 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 36 I I IIRISA Company Infinigy Engineering,PLLC Feb 9,2022 Designer : RF 7:02 PM Jab Number 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 27 : Ice Wind Load AZl 300) (Continued) Member Label Direction Maonitudellb,lb-ftl Location(in,% _ 4 MP4 Z -4.55 102 5 MP1 X 7.02 6 6 MP1 Z -4.05 6 _ 7 MP1 X 7.02 96 _ 8 MP1 Z -4.05 96 _ 9 MP3 X 2.22 _ 6 - 10 MP3 Z -1.28 6 _ 11 MP3 X 2.22 35 _ 12 MP3 Z -1.28 35 13 MP3 X 2.18 50 - 14 MP3 Z -1.26 50 _ 15 MP3 X 2.18 80 _ 16 MP3 Z -1.26 80 17 MP1 X 4.46 %25 18 MP1 Z -2.57 %25 _ 19 MP1 X 2.05 %25 _ 20 MP1 Z -1.18 %25 _ 21 MP4 X 3.38 %25 22 MP4 Z -1.95 %25 23 MP4 X 2.9 %25 24 MP4 Z -1.67 %25 25 MP3 X 5.78 12 26 MP3 Z -3.34 12 27 MP8 X 7.71 6 28 MP8 Z -4.45 6 _ 29 MP8 X 7.71 102 30 MP8 Z -4.45 102 _ 31 MP5 X 6.86 6 32 . MP5 Z -3.96 6 _ 33 MP5 X 6.86 96 34 MP5 Z -3.96 _ 96 35 MP7 X 2.18 6 36 MP7 Z -1.26 6 _ 37 MP7 X 2.18 35 _ 38 MP7 Z -1.26 35 _ 39 MP7 X 2.15 50 40 MP7 Z -1.24 50 41 MP7 X 2.15 80 42 MP7 Z -1.24 _ 80 43 MP5 X 4.46 %25 44 MP5 Z -2.57 %25 45 MP5 X 2.05 %25 46 MP5 Z -1.18 %25 _ 47 MP8 X 3.38 %25 _ 48 MP8 Z -1.95 %25 _ 49 MP8 X 2.9 %25 50 MP8 Z -1.67 %25 _ 51 MP12 X 10.62 6 _ 52 MP12 Z -6.13 6 _ 53 MP12 X 10.62 102 54 MP12 Z -6.13 102 55 MP9 X 9.51 6 _ 56 MP9 Z -5.49 6 _ 57 MP9 X 9.51 96 58 MP9 Z -5.49 96 59 MP11 X 2.82 6 60 MP11 Z -1.63 6 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structurai\2022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 37 I 1111 Company : Infinigy Engineering, PLLC Feb 9,2022 RISA Designer : RF 7:02 PM Job Number 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 27 :Ice Wind Load AZI 300) (Continued) Member Label Direction Magnitude[Ib,lb-ft] Location(in%1 _ 61 MP11 X 2.82 35 62 MP11 Z -1.63 35 63 . MP11 X 2.8 50 64 MP11 Z -1.61 50 65 MP11 X 2.8 80 66 MP11 Z -1.61 80 _ 67 MP9 X 5.12 %25 68 MP9 Z -2.95 %25 69 MP9 X 2.75 %25 70 MP9 Z -1.59 %25 _ 71 MP12 X 4.55 %25 _ 72 MP12 Z -2.63 %25 73 MP12 X 3.77 _ "%25 74 MP12 Z -2.18 %25 Member Point Loads (BLC 28 : Ice Wind Load AZ/ 330) Member Label Direction Magnitude[Ib.lb-ft1 Loc_ation[in,%1 1 MP4 X 5.46 6 2 _ MP4 Z -9.46 6 _ 3 MP4 X 5.46 102 _ 4 MP4 _ Z -9.46 102 - 5 MP1 X 4.88 6 6 MP1 Z -8.45 6 _ 7 MP1 X 4.88 96 8 MP1 Z -8.45 96 _ 9 MP3 X 1.48 6 _ 10 MP3 Z -2.57 6 11 MP3 X 1.48 35 12 MP3 Z -2.57 35 13 , MP3 X 1.46 50 14 MP3 Z -2.54 50 _ 15 MP3 X 1.46 80 16 MP3 Z -2.54 80 17 MP1 X 2.83 %25 18 MP1 Z -4.9 %25 19 MP1 X 1.45 %25 20 MP1 Z -2.51 %25 21 MP4 X 2.4 %25 22 MP4 Z -4.16 %25 23 MP4 X 2.01 %25 24 , MP4 Z -3.48 %25 25 MP3 X 2.93 12 _ 26 MP3 Z -5.07 12 _ 27 MP8 X 4.45 6 _ 28 MP8 Z -7.71 _ 6 _ 29 MP8 X 4.45 _ 102 _ 30 , MP8 Z -7.71 102 _ 31 MP5 X 3.96 6 32 MP5 Z -6.86 6 _ 33 MP5 X 3.96 96 34 MP5 Z -6.86 96 _ 35 MP7 X 1.26 6 _ 36 MP7 Z -2.18 6 37 _ MP7 X 1.26 35 38 MP7 Z -2.18 35 _ 39 MP7 X 1.24 50 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structura112022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 38 : Infinigy Engineering, PLLC Feb 9,2022 IRISA ICompany' Designer : RF 7:02 PM Job Number 1039 Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 28 : Ice Wind Load AZl 330) (Continued) Member Label Direction Magn u itdefl ,blb�_ Locationtin,%] _ 40 MP7 Z -2.15 50 _ 41 MP7 X 1.24 80 42 MP7 Z -2.15 80 _ 43 MP5 X 2.45 %25 44 MP5 Z -4.24 %25 _ 45 MP5 X 1.05 %25 46 MP5 Z -1.82 %25 47 MP8 X 1.72 %25 _ 48 MP8 Z -2.99 %25 49 MP8 X 1.51 %25 50 MP8 Z -2.61 %25 51 MP12 X 5.29 6 52 MP12 Z -9.17 6 53 MP12 X 5.29 102 54 MP12 Z -9.17 102 55 MP9 X 4.73 6 _ 56 MP9 Z -8.19 6 _ 57 MP9 X 4.73 96 _ 58 MP9 Z -8.19 96 59 MP11 X 1.44 6 _ 60 MP11 Z -2.5 6 61 MP11 X 1.44 35 62 MP11 Z -2.5 35 63 MP11 X 1.43 50 64 MP11 Z -2.47 50 - 65 MP11 X 1.43 80 - 66 M P 11 Z -2.47 80 67 MP9 X 2.83 %25 68 MP9 Z -4.9 %25 _ 69 MP9 X 1.45 %25 70 MP9 Z -2.51 %25 71 MP12 X 2.4 %25 72 MP12 Z -4.16 %25 _ 73 MP12 X 2.01 %25 74 MP12 Z -3.48 %25 Member Point Loads (BLC 31 : Seismic Load Z) Member Label Direction Magnitudetlb.lb-ft] Location in 1 MP4 Z -59.477 6 _ 2 ' MP4 Z -59.477 102 _ 3 MP1 Z -51.485 6 4 MP1 Z -51.485 96 5 MP3 Z -51.49 6 6 , MP3 Z _ -51.49 35 _ 7 MP3 Z -51.49 50 8 MP3 Z -51.49 80 9 MP1 Z -72.66 %25 _ 10 MP1 Z -38.198 %25 _ 11 MP4 Z -67.47 %25 _ 12 MP4 Z -80.092 %25 13 MP3 Z -19.203 12 _ 14 MP8 Z -59.477 6 15 MP8 Z -59.477 102 _ 16 MP5 Z -51.485 _ 6 17 MP5 Z -51.485 96 18 MP7 Z -51.49 6 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 39 Company : Infinigy Engineering,PLLC Feb 9,2022 IRISAV M Designer : RF 7:02 PM Job Number : 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 31 : Seismic Load Z) (Continued) Member Label Direction Magnitude[lb,lb-ft] Location[in,°/ol _ 19 MP7 Z -51.49 35 _ 20 MP7 Z -51.49 50 21 MP7 Z -51.49 80 — 22 MP5 Z -72.66 %25 _ 23 MP5 Z -38.198 %25 _ 24 MPS Z -67.47 %25 _ 25 MP8 Z -80.092 "1025 _ 26 MP12 Z -59.477 6 _ 27 MP12 Z -59.477 102 _ 28 MP9 Z -51.485 6 _ 29 MP9 Z -51.485 96 30 MP11 Z — -51.49 6 31 MP11 Z -51.49 35 _ 32 MP11 Z -51.49 50 _ 33 MP11 Z -51.49 80 _ 34 MP9 Z -72.66 %25 _ 35 MP9 Z -38.198 %25 _ 36 MP12 Z -67.47 %25 _ 37 MP12 Z -80.092 %25 Member Point Loads (BLC 32 : Seismic Load X) Member Label Direction Maanitude(lb,lb-ft] Location[in,%] 1 MP4 X -59.477 6 2 MP4 X -59.477 102 3 MP1 X -51.485 6 _ 4 MP1 X -51.485 _ 96 _ 5 MP3 X -51.49 6 _ 6 MP3 X -51.49 35 _ 7 MP3 X -51.49 50 _ 8 MP3 X -51.49 80 _ 9 MP1 X -72.66 %25 — 10 MP1 X -38.198 %25 _ 11 MP4 X -67.47 %25 12 MP4 _ X -80.092 %25 _ 13 MP3 X -19.203 12 14 MP8 X -59.477 6 _ 15 MP8 X -59.477 102 16 MP5 X -51.485 6 _ 17 MP5 X -51.485 96 _ 18 MP7 X -51.49 6 19 MP7 X -51.49 35 20 MP7 X -51.49 50 21 MP7 X -51.49 80 22 MP5 X -72.66 %25 23 MP5 X -38.198 %25 24 MP8 X -67.47 %25 _ 25 MP8 X -80.092 %25 _ 26 MP12 X -59.477 6 _ 27 MP12 X -59.477 102 28 MP9 X -51.485 6 29 MP9 X -51.485 96 30 MP11 X -51.49 6 _ 31 MP11 X -51.49 35 _ 32 MP11 X -51.49 50 33 MP11 X -51.49 80 34 MP9 X -72.66 %25 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_Ioaded.r3d] Page 40 : Infinigy Engineering,PLLC Feb 9,2022 I ICompany I RISA Designer : RF 7:02 PM Job Number : 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 32 : Seismic Load X) (Continued) Member Label Direction Magnitudejlb,lb-ftl Location[in,%] _ 35 MP9 X -38.198 %25 _ 36 MP12 X -67.47 %25 _ 37 _ MP12 X -80.092 %25 Member Distributed Loads (BLC 14 : Distr. Wind Load Z) Member Label Direction Start Magnitude[Ib/ft,...End Magnitude[Ib/ft,F... Start Location[in,%1 End Location[in,%1_ 1 M13 SZ -55.097 -55.097 0 %100 _ 2 M14 SZ -55.097 -55.097 _ 0 %100 _ 3 M15 SZ -55.097 -55.097 _ 0 %100 _ 4 M16 SZ _ -55.097 -55.097 0 %100 _ 5 M17 - SZ -55.097 -55.097 0 %100 _ 6 M18 SZ -55.097 -55.097 0 %100 _ 7 H1 SZ -55.097 -55.097 0 %100 _ 8 H2 SZ -55.097 -55.097 0 %100 _ 9 H3 SZ -55.097 -55.097 0 %100 _ 10 M10 SZ 0 0 0 %100 11 M11 SZ 0 0 0 %100 12 M13A SZ 0 0 0 %100 13 HR1 SZ -33.058 -33.058 0 %100 14 M15A SZ 0 0 0 %100 15 M168 SZ 0 0 0 %100 16 M18B _ SZ 0 0 0 %100 17 HR2 SZ -33.058 -33.058 0 %100 18 HR3 SZ -33.058 -33.058 0 %100 19 MP4 SZ -33.058 -33.058 0 %100 20 M52 SZ 0 0 0 %100 21 M53 SZ 0 0 0 %100 22 _ M54 SZ 0 0 0 %100 23 M55 SZ 0 0 0 %100 24 M56 SZ 0 0 - 0 %100 _ 25 M57 SZ 0 0 _ 0 %100 _ 26 M58 SZ -33.058 -33.058 _ 0 %100 27 M59 SZ -33.058 -33.058 0 %100 _ 28 M60 SZ -33.058 -33.058 0 %100 _ 29 M58A SZ _ -55.097 -55.097 _ 0 %100 _ 30 M59A SZ -55.097 -55.097 _ 0 %100 31 M60A SZ -55.097 -55.097 0 %100 32 M61 SZ 0 0 _ 0 %100 _ 33 M62 SZ 0 0 _ 0 %100 34 M63 SZ 0 0 _ 0 %100 35 M64 SZ 0 0 _ 0 %100 36 M65 SZ 0 0 0 %100 37 M66 SZ 0 0 _ 0 %100 _ 38 B1 SZ -33.058 -33.058 0 %100 _ 39 B2 SZ -33.058 -33.058 - 0 %100 _ 40 B3 SZ -33.058 -33.058 0 %100 41 MP1 SZ -33.058 -33.058 _ 0 %100 _ 42 MP3 SZ -33.058 -33.058 0 %100 43 M70 SZ -33.058 -33.058 0 %100 _^ 44 M71 SZ -33.058 -33.058 0 %100 _ 45 M72 SZ -33.058 -33.058 _ 0 %100 ^ 46 M73 SZ -33.058 -33.058 0 %100 47 M74 SZ -33.058 _ -33.058 _ 0 %100 _ 48 M75 SZ -33.058 -33.058 0 %100 49 M76 SZ -33.058 -33.058 0 %100 RISA-3D Version 17.0.4 [K:1...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 41 : Infinigy Engineering,PLLC Feb 9,2022 ICompany I R ISA Designer : RF 7:02 PM Job Number : 1039-Z0001-8 Checked By: Model Name : 855861 Member Distributed Loads (BLC 14 : Distr. Wind Load Z) (Continued) Member Label Direction Start Magnitudeflb/ft,...End Magnitudeflb/ft,F._. Start Locationfin,%1 End Locationfin,%1 50 M77 SZ -33.058 -33.058 0 %100 51 M78 SZ 0 0 0 %100 52 M79 SZ 0 0 0 %100 53 M80 SZ 0 0 0 %100 54 M81 SZ 0 0 0 %100 55 M64A SZ 0 0 0 %100 56 M65A SZ 0 0 0 %100 57 MP5 SZ -33.058 -33.058 0 %100 _ 58 M67 SZ -33.058 -33.058 0 - %100 59 M68 SZ -33.058 -33.058 _ 0 _ %100 _ 60 M69 SZ -33.058 -33.058 0 %100 61 M70A SZ -33.058 -33.058 0 %100 62 M71A SZ 0 0 _ 0 %100 63 M72A SZ 0 0 0 %100 64 M73A SZ 0 0 0 %100 65 M74A SZ 0 0 0 %100 66 MP9 SZ -33.058 -33.058 0 %100 _ 67 M76A SZ -33.058 -33.058 0 %100 _ 68 M77A SZ -33.058 -33.058 _ 0 %100 _ 69 M78A SZ -33.058 -33.058 0 %100 70 M79A SZ -33.058 -33.058 0 %100 _ 71 M80A SZ 0 0 0 _ %100 72 M81A SZ 0 0 0 %100 _ 73 M76B SZ 0 _ 0 0 %100 74 M77B SZ 0 0 0 %100 _ 75 MP8 SZ -33.058 -33.058 0 %100 76 M798 SZ 0 0 0 %100 77 M8OB SZ 0 0 0 %100 78 MP12 SZ -33.058 -33.058 0 %100 _ 79 M79C SZ 0 0 0 %100 80 M80C SZ 0 0 0 %100 81 MP7 SZ -33.058 -33.058 0 %100 82 M82 SZ -33.058 -33.058 0 %100 83 M83 SZ -33.058 -33.058 _ 0 %100 84 M84 SZ -33.058 -33.058 0 _ %100 85 M85 SZ -33.058 -33.058 _ 0 %100 86 M86 SZ 0 0 _ 0 %100 87 M87 SZ 0 0 0 %100 _ 88 M88 SZ 0 0 _ 0 %100 _ 89 M89 SZ 0 0 0 %100 90 MP11 SZ -33.058 -33.058 0 %100 _ 91 M91 SZ -33.058 -33.058 0 %100 _ 92 M92 SZ -33.058 -33.058 0 %100 _ 93 M93 SZ -33.058 -33.058 0 %100 94 M94 SZ -33.058 -33.058 0 %100 _ 95 M95 SZ 0 0 0 %100 _ 96 M96 SZ 0 0 0 %100 _ 97 M97 SZ 0 0 0 %100 _ 98 M98 SZ 0 0 0 %100 99 MP2 SZ -33.058 _ -33.058 _ 0 %100 100 M100 SZ 0 0 0 %100 101 M101 SZ 0 0 0 %100 102 MP6 SZ -33.058 -33.058 0 %100 _ 103 M103 SZ 0 0 0 %100 104 M104 SZ 0 0 0 %100 _ 105 MP10 SZ -33.058 -33.058 0 %100 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_Ioaded.r3d] Page 42 I I IRIS Company Infinigy Engineering, PLLC Feb 9,2022 ADesigner : RF 7:02 PM Job Number : 1039-Z0001-B Checked By: Model Name : 855861 Member Distributed Loads (BLC 15 : Distr. Wind Load X) _ Member Label Direction Start Magnitude lb/ft...End Ma.nitude lb/ft F... Start Location in% End Location in% 1 M13 SX -55.097 -55.097 0 %100 © M14 SX -55.097 -55.097 0 %100 3 M15 SX -55.097 -55.097 0 %100 4 M16 SX -55.097 -55.097 0 %100 5 M17 SX -55.097 -55.097 0 %100 6 M18 SX -55.097 -55.097 0 _ %100 7 H1 SX -55.097 -55.097 0 %100 8 H2 SX -55.097 -55.097 0 %100 9 H3 SX -55.097 -55.097 0 %100 10 M10 SX 0 0 0 %100 11 M11 SX 0 0 0 %100 ® M13A SX 0 0 0 %100 13 HR1 SX -33.058 -33.058 0 %100 14 M15A SX 0 0 0 %100 ® M166 SX 0 0 0 %100 16 M18B SX 0 0 0 %100 17 HR2 SX -33.058 -33.058 0 %100 18 HR3 SX -33.058 -33.058 0 %100 19 MP4 SX -33.058 -33.058 0 %100 20 M52 SX 0 0 0 %100 ® M53 SX 0 0 0 %100 ® M54 SX 0 0 0 %100 23 M55 SX 0 0 0 %100 24 M56 SX 0 0 0 %100 ® M57 SX 0 0 0 %100 26 M58 SX -33.058 -33.058 0 %100 27 M59 SX -33.058 -33.058 0 %100 28 M60 SX -33.058 -33.058 0 %100 29 M58A SX -55.097 -55.097 0 %100 30 M59A SX -55.097 -55.097 0 %100 31 M60A SX -55.097 -55.097 0 %100 ® M61 SX 0 0 0 %100 33 M62 SX 0 0 0 %100 34 M63 SX 0 0 0 %100 35 M64 SX 0 0 0 %100 36 M65 SX 0 0 0 %100 ® M66 SX 0 0 0 %100 38 B1 SX -33.058 -33.058 0 %100 39 B2 SX -33.058 -33.058 0 %100 40 B3 SX -33.058 -33.058 0 %100 41 MP1 SX -33.058 -33.058 0 %100 42 MP3 SX -33.058 -33.058 0 %100 43 M70 SX -33.058 -33.058 0 %100 44 M71 SX -33.058 -33.058 0 %100 45 M72 SX -33.058 -33.058 0 %100 46 M73 SX -33.058 -33.058 0 %100 47 M74 SX -33.058 -33.058 0 %100 48 M75 SX -33.058 -33.058 0 %100 49 M76 SX -33.058 -33.058 0 %100 50 M77 SX -33.058 -33.058 0 %100 ® M78 SX 0 0 0 %100 ® M79 SX 0 0 0 %100 ® M80 SX 0 0 0 %100 54 M81 SX 0 0 0 %100 55 M64A SX 0 0 0 %100 56 M65A SX 0 0 0 %100 57 MP5 SX -33.058 -33.058 0 %100 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structura112022.02.03-MA\Report\RISA\855861_Ioaded.r3d1 Page 43 I I 11RISA Company Infinigy Engineering,PLLC Feb 9,2022 Designer : RF 7:02 PM Job Number 1039-Z0001-B Checked By: Model Name : 855861 Member Distributed Loads (BLC 15 : Distr. Wind Load X) (Continued) Member Label Direction Start Magnitudeflb/ft,...End Magnitude[lb/ft,F... Start Locationfin,%1 End Locationfin,%1 58 M67 SX -33.058 -33.058 _ 0 _ %100 59 M68 SX -33.058 -33.058 0 %100 60 M69 SX -33.058 -33.058 0 %100 61 M70A SX -33.058 -33.058 0 %100 62 M71A SX 0 0 0 %100 63 _ M72A SX 0 0 0 %100 64 M73A SX 0 0 0 %100 65 M74A SX 0 0 0 %100 66 MP9 SX -33.058 -33.058 0 %100 67 M76A SX -33.058 -33.058 0 %100 68 M77A SX -33.058 -33.058 0 %100 _ 69 M78A SX -33.058 -33.058 _ 0 %100 70 M79A SX -33.058 -33.058 0 %100 71 M80A SX 0 0 0 %100 72 M81A SX 0 0 _ 0 _ %100 _ 73 M76B SX 0 0 0 %100 _ 74 M778 SX 0 0 _ 0 %100 _ 75 MP8 SX -33.058 -33.058 0 %100 76 M79B SX 0 0 0 _ %100 _ 77 M8OB SX 0 0 0 %100 78 MP12 SX -33.058 -33.058 0 _ %100 _ 79 M79C SX 0 0 0 %100 _ 80 M80C SX 0 _ 0 0 %100 81 MP7 SX -33.058 -33.058 0 %100 82 M82 SX -33.058 -33.058 _ 0 %100 _ 83 M83 SX -33.058 -33.058 0 %100 84 M84 SX -33.058 -33.058 0 %100 85 M85 SX -33.058 -33.058 0 %100 86 M86 SX 0 0 _ 0 %100 87 M87 SX 0 0 0 %100 _ 88 i M88 SX 0 _ 0 _ 0 %100 _ 89 M89 SX 0 0 _ 0 %100 _ 90 MP11 SX -33.058 -33.058 0 _ %100 _ 91 M91 SX -33.058 -33.058 _ 0 %100 _ 92 M92 SX -33.058 -33.058 _ 0 _ %100 93 M93 SX -33.058 -33.058 0 %100 94 M94 SX -33.058 -33.058 0 %100 95 M95 SX 0 0 0 %100 _ 96 M96 SX 0 0 0 %100 _ 97 M97 SX 0 0 _ 0 %100 98 M98 SX 0 0 0 %100 99 MP2 SX -33.058 -33.058 _ 0 _ %100 100 M100 SX 0 0 0 %100 _ 101 M101 SX 0 0 0 %100 _ 102 MP6 SX -33.058 -33.058 0 %100 103 M103 SX 0 0 0 %100 _ 104 M104 SX 0 0 0 %100 _ 105 MP10 SX -33.058 -33.058 0 %100 Member Distributed Loads (BLC 16 : Ice Weight) Member Label Direction Start Magnitudeflb/ft,...End Magnitudeflb/ft,F.., Start Location[in,%1 End Location[in.%j_ 1 M13 Y -15.943 -15.943 0 %100 _ 2 M14 _ Y -15.943 -15.943 _ 0 %100 3 M15 Y -15.943 -15.943 0 %100 4 M16 Y -15.943 -15.943 0 %100 _ 5 M17 Y -15.943 -15.943 0 %100 RISA-3D Version 17.0.4 (K:\...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_Ioaded.r3d] Page 44 f Company : Infinigy Engineering, PLLC Feb 9,2022 1 IRIS Designer : RF 7:02 PM Job Number 1039-Z0001-B Checked By: ,, Model Name : 855861 Member Distributed Loads (BLC 16 : Ice Weight) (Continued) Member Label Direction Start Maonitudeflb/ft,...End Magnitudeflb/ft.F_. Start Locationfin,%1 End Locationfin,%1_ 6 M18 Y -15.943 -15.943 0 _ %100 7 H1 Y -15.943 -15.943 0 %100 _ 8 H2 Y -15.943 -15.943 0 %100 9 H3 Y -15.943 -15.943 0 %100 _ 10 M10 Y -3.298 -3.298 0 %100 11 M11 Y -3.298 -3.298 0 %100 _ 12 M13A Y -3.298 _ -3.298 0 %100 _ 13 HR1 Y -9.069 -9.069 0 %100 14 M15A Y -3.298 -3.298 0 %100 15 M16B Y -3.298 -3.298 0 %100 16 M18B Y -3.298 -3.298 0 %100 17 HR2 Y -9.069 -9.069 0 %100 18 HR3 Y -9.069 -9.069 0 %100 19 MP4 Y -8.065 -8.065 0 %100 20 M52 Y -3.298 -3.298 0 %100 _ 21 M53 Y -3.298 -3.298 _ 0 %100 _ 22 M54 Y -3.298 -3.298 _ 0 %100 23 M55 Y -3.298 -3.298 _ 0 %100 24 M56 Y -3.298 -3.298 _ 0 %100 25 M57 Y -3.298 -3.298 0 %100 _ 26 M58 Y -8.065 -8.065 _ 0 %100 _ 27 M59 Y -8.065 -8.065 _ 0 _ %100 28 M60 Y -8.065 -8.065 0 %100 _ 29 M58A Y -11.814 -11.814 0 %100 30 M59A Y -11.814 -11.814 0 %100 _ 31 M60A Y -11.814 -11.814 0 %100 32 M61 Y -3.298 -3.298 0 %100 33 M62 Y -3.298 -3.298 _ 0 %100 34 M63 Y -3.298 -3.298 _ 0 %100 35 M64 Y -3.298 -3.298 0 %100 _ 36 M65 Y _ -3.298 -3.298 0 %100 _ 37 M66 Y -3.298 -3.298 0 %100 38 B1 Y _ -8.065 -8.065 0 %100 _ 39 B2 Y -8.065 -8.065 _ 0 %100 40 B3 Y -8.065 -8.065 0 %100 41 MP1 Y -8.065 -8.065 _ 0 %100 _ 42 MP3 Y -8.065 -8.065 0 %100 43 M70 Y -8.065 -8.065 0 %100 _ 44 M71 Y -8.065 -8.065 0 %100 45 M72 Y -8.065 -8.065 0 %100 46 M73 Y -8.065 -8.065 0 %100 47 , M74 Y -8.065 -8.065 0 %100 48 M75 Y -8.065 -8.065 _ 0 %100 49 M76 Y -8.065 -8.065 _ 0 %100 50 M77 Y -8.065 -8.065 0 I %100 _ 51 M78 Y -3.298 -3.298 0 %100 52 M79 Y -3.298 -3.298 _ 0 %100 _ 53 M80 Y -3.298 -3.298 0 %100 _ 54 M81 Y -3.298 -3.298 0 %100 _ 55 M64A Y -3.298 -3.298 0 %100 _ 56 M65A Y -3.298 -3.298 0 %100 57 MP5 Y -8.065 -8.065 0 %100 58 M67 Y _ -8.065 -8.065 0 %100 ^_ 59 M68 Y -8.065 -8.065 0 %100 _ 60 M69 Y -8.065 -8.065 0 %100 61 M70A Y -8.065 -8.065 0 %100 62 M71A Y -3.298 -3.298 0 %100 RISA-3D V Version 17.0.4 [K:\...\...\...\...\Structurai\2022.02.03-MA\Report\RISA\855861_Ioaded.r3d] Page 45 Company : Infinigy Engineering,PLLC Feb 9,2022 I I ,RISC► Designer RF 7:02 PM Job Number : 1039-Z0001-B Checked By: Model Name : 855861 Member Distributed Loads (BLC 16 : Ice Weight) (Continued) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[Ib/ft,F... Start Location[in,%] End Locationfin,%]_ 63 M72A Y -3.298 -3.298 0 %100 _ 64 M73A Y -3.298 -3.298 0 %100 65 M74A Y -3.298 -3.298 0 %100 66 MP9 Y -8.065 -8.065 0 %100 67 M76A Y -8.065 -8.065 0 %100 68 M77A Y -8.065 -8.065 0 %100 69 M78A Y -8.065 -8.065 0 %100 70 M79A Y -8.065 -8.065 0 %100 71 M80A Y _ -3.298 -3.298 0 %100 72 M81A Y -3.298 -3.298 0 %100 73 M76B Y -3.298 -3.298 0 %100 74 M77B Y -3.298 -3.298 0 %100 75 MP8 Y -8.065 -8.065 - 0 %100 76 M79B Y -3.298 -3.298 _ 0 %100 77 M8OB Y -3.298 -3.298 0 %100 78 MP12 Y -8.065 -8.065 0 _ %100 79 M79C Y -3.298 -3.298 _ 0 %100 80 M80C Y -3.298 -3.298 0 _ %100 81 MP7 Y -8.065 -8.065 0 %100 82 M82 Y -8.065 -8.065 0 %100 83 M83 Y -8.065 -8.065 0 %100 _ 84 M84 Y -8.065 -8.065 0 %100 _ 85 M85 Y -8.065 -8.065 0 %100 86 M86 Y -3.298 -3.298 0 %100 _ 87 M87 Y -3.298 -3.298 0 %100 88 M88 Y -3.298 -3.298 0 _ %100 89 M89 Y -3.298 -3.298 0 %100 _ 90 MP11 Y -8.065 -8.065 0 %100 _ 91 M91 Y -8.065 -8.065 0 %100 _ 92 M92 Y -8.065 -8.065 0 %100 _ 93 M93 Y -8.065 -8.065 _ 0 %100 _ 94 M94 Y -8.065 -8.065 0 %100 _ 95 M95 Y -3.298 -3.298 _ 0 %100 _ 96 M96 Y -3.298 -3.298 0 %100 _ 97 M97 Y -3.298 -3.298 0 %100 98 M98 Y -3.298 -3.298 0 %100 99 MP2 Y -8.065 -8.065 0 %100 100 M100 Y -3.298 -3.298 0 %100 101 M101 Y -3.298 -3.298 0 %100 102 MP6 Y -8.065 -8.065 0 %100 103 M103 Y -3.298 -3.298 0 %100 104 M104 Y -3.298 -3.298 0 %100 _ 105 MP10 Y -8.065 -8.065 0 %100 _ Member Distributed Loads (BLC 29 : Distr. Ice Wind Load Z) Member Label Dir_ection Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Locationjin.%) End Locationln,%1 1 M13 SZ -4.811 -4.811 0 %100 _ 2 M14 SZ -4.811 -4.811 0 %100 _ 3 M15 SZ -4.811 -4.811 0 %100 _ 4 M16 SZ -4.811 -4.811 0 %100 _ 5 M17 SZ -4.811 -4.811 0 %100 _ 6 M18 SZ -4.811 -4.811 0 %100 7 H1 SZ -4.811 -4.811 0 %100 8 H2 SZ -4.811 -4.811 0 %100 9 H3 SZ -4.811 -4.811 0 %100 10 M10 SZ 0 0 0 %100 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 46 . .. ......... .......... ....,........_ .........'..... .....r.:. ra..xa. ..... ,... .," : .ti,,,,Hi 4FIUNr,”+1;1/a3UIL/illhala /f e 1 a/1.1041/Jit46asp4iO3.6 4.4.. ,.. I : Infinigy Engineering,PLLC Feb 9,2022 ICompany IRISA Designer : RF 7:02 PM Job Number 1039-Z0001-B Checked By: Model Name : 855861 Member Distributed Loads (BLC 29 : Distr. Ice Wind Load Z) (Continued) Member Label Direction Start Magnitude[Ib/ft,...End Magnitude[Ib/ft,F._. Start Locationfin,%1 End Locationfin,%j_ 11 M11 SZ 0 0 0 %100 12 M13A SZ 0 0 0 %100 13 HR1 SZ -6.776 -6.776 0 %100 14 M15A SZ 0 0 0 %100 _ 15 M16B SZ 0 0 0 I %100 16 M18B SZ 0 0 0 %100 17 HR2 SZ -6.776 -6.776 0 %100 _ 18 HR3 SZ -6.776 -6.776 0 %100 _ 19 MP4 SZ -7.537 -7.537 0 %100 20 M52 SZ 0 0 0 %100 _ 21 M53 SZ 0 0 0 %100 22 M54 SZ 0 _ 0 0 %100 23 M55 SZ 0 0 0 %100 _ 24 M56 SZ 0 0 0 _ %100 25 M57 SZ 0 0 0 %100 26 M58 SZ -7.537 -7.537 0 %100 _ 27 M59 SZ -7.537 -7.537 0 %100 _ 28 M60 SZ -7.537 -7.537 _ 0 %100 _ 29 M58A SZ -5.611 -5.611 _ 0 %100 _ 30 M59A SZ -5.611 -5.611 0 %100 31 M60A SZ - -5.611 -5.611 _ 0 %100 _ 32 M61 SZ 0 0 0 _ %100 33 M62 SZ 0 0 _ 0 %100 _ 34 M63 SZ 0 0 0 %100 35 M64 SZ 0 0 _ 0 %100 36 M65 SZ 0 0 0 %100 _ 37 M66 SZ 0 0 0 %100 38 B1 SZ -7.537 -7.537 0 %100 39 B2 SZ -7.537 -7.537 0 %100 40 B3 SZ -7.537 -7.537 0 %100 41 MP1 SZ -7.537 -7.537 _ 0 %100 42 MP3 SZ -7.537 -7.537 0 %100 _ 43 M70 SZ -7.537 -7.537 _ 0 _ %100 44 M71 SZ -7.537 -7.537 _ 0 %100 _ 45 M72 SZ -7.537 -7.537 0 %100 46 M73 SZ -7.537 -7.537 0 %100 _ 47 M74 SZ -7.537 -7.537 0 %100 48 M75 SZ -7.537 -7.537 _ 0 %100 _ 49 M76 SZ -7.537 -7.537 0 %100 50 M77 SZ _ -7.537 -7.537 0 %100 _ 51 M78 SZ 0 0 0 %100 _ 52 M79 SZ 0 0 _ 0 %100 _ 53 M80 SZ 0 0 0 %100 54 M81 SZ 0 0 _ 0 %100 _ 55 M64A SZ _ 0 0 0 %100 56 M65A SZ _ 0 0 0 %100 57 MP5 SZ -7.537 -7.537 - 0 %100 58 M67 SZ -7.537 _ -7.537 _ 0 %100 59 M68 SZ -7.537 -7.537 0 %100 60 M69 SZ -7.537 -7.537 0 %100 61 M70A SZ -7.537 -7.537 0 %100 _ 62 M71A SZ 0 0 0 %100 _ 63 M72A SZ 0 0 0 %100 _ 64 M73A SZ 0 0 0 %100 _ 65 M74A SZ 0 0 _ 0 %100 66 MP9 SZ -7.537 -7.537 0 %100 _ 67 M76A SZ -7.537 I -7.537 0 %100 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structurai\2022.02.03-MA\Report\RISA\855861_loaded.r3d} Page 47 Company : Infinigy Engineering,PLLC Feb 9,2022 II IIIRISA Designer : RF 7:02 PM Job Number 1039-Z0001-B Checked By: Model Name : 855861 Member Distributed Loads (BLC 29 : Distr. Ice Wind Load Z) (Continued) Member Label Direction Start Magnitude[Ib/ft,...End Maanitudeflb/ft,F... Start Locationfin,%1 End Locationfin,%1 68 M77A SZ -7.537 -7.537 0 %100 69 M78A SZ -7.537 -7.537 0 %100 70 M79A SZ -7.537 -7.537 0 %100 _ 71 M80A SZ 0 0 0 %100 72 M81A SZ 0 0 0 %100 73 M76B _ SZ 0 0 0 %100 _ 74 M77B SZ 0 0 0 %100 75 MP8 SZ -7.537 -7.537 _ 0 %100 76 M79B SZ 0 0 0 %100 77 M8OB SZ 0 0 0 %100 78 MP12 SZ -7.537 -7.537 0 r- %100 79 M79C SZ 0 0 0 %100 80 M80C SZ 0 0 0 %100 81 MP7 SZ -7.537 -7.537 0 %100 _ 82 M82 SZ -7.537 -7.537 0 %100 83 M83 SZ -7.537 -7.537 0 %100 _ 84 M84 SZ -7.537 -7.537 0 %100 85 M85 SZ -7.537 -7.537 _ 0 _ %100 _ 86 M86 SZ 0 0 0 %100 _ 87 M87 SZ 0 0 0 %100 88 M88 SZ 0 0 0 %100 89 M89 SZ 0 0 0 %100 90 MP11 SZ _ -7.537 -7.537 0 %100 91 M91 SZ -7.537 -7.537 0 %100 92 M92 SZ -7.537 -7.537 0 %100 93 M93 SZ -7.537 -7.537 0 %100 _ 94 M94 SZ _ -7.537 -7.537 _ 0 %100 95 M95 SZ 0 0 0 %100 _ 96 M96 SZ 0 0 0 %100 97 M97 SZ 0 0 _ 0 %100 98 M98 SZ 0 _ 0 0 _ %100 99 MP2 SZ -7.537 -7.537 0 %100 100 M100 SZ 0 0 0 %100 101 M101 SZ 0 0 0 %100 102 MP6 SZ -7.537 -7.537 0 _ %100 103 M103 SZ 0 0 _ 0 %100 _ 104 M104 SZ 0 0 0 %100 105 MP10 SZ -7.537 -7.537 0 %100 Member Distributed Loads (BLC 30 : Distr. Ice Wind Load X) Member Label Direction Start Magnitude[Ib/ft,...End Magnitude[Ib/ft,F... Start Location[in,%] End Locationfin.%1 1 M13 SX -4.811 -4.811 0 %100 2 M14 SX -4.811 -4.811 _ 0 %100 3 M15 SX -4.811 -4.811 _ 0 %100 ^_ 4 M16 SX -4.811 -4.811 0 %100 _ 5 M17 SX -4.811 -4.811 0 %100 _ 6 M18 SX -4.811 -4.811 0 %100 7 H1 SX -4.811 -4.811 0 %100 8 H2 SX -4.811 -4.811 0 %100 9 H3 SX -4.811 -4.811 0 %100 10 M10 SX 0 0 0 %100 _ 11 M11 SX 0 0 0 %100 _ 12 M13A SX 0 0 0 %100 _ 13 HR1 SX -6.776 -6.776 0 %100 14 M15A SX 0 0 0 %100 15 M168 SX 0 0 0 %100 RISA-3D Version 17.0.4 [K:\...\...1...\...\Structural\2022.02.03-MA\Report\RISA\855861_Ioaded.r3d] Page 48 I IIRISA Company Infinigy Engineering, PLLC Feb 9,2022 Designer : RF 7:02 PM Job Number : 1039-Z0001-B Checked By: Model Name : 855861 Member Distributed Loads (BLC 30 : Distr. Ice Wind Load X) (Continued) Member Label Direction Start Ma•nitude lb/ft...End Ma•nitude lb/ft F... Start Location in% End Location in% 16 M18B SX 0 0 0 %100 17 HR2 SX -6.776 -6.776 0 %100 18 HR3 SX -6.776 -6.776 0 %100 19 MP4 SX -7.537 -7.537 0 %100 20 M52 SX 0 0 0 %100 21 M53 SX 0 0 0 %100 22 M54 SX 0 0 0 %100 23 M55 SX 0 0 0 %100 24 M56 SX 0 0 0 %100 25 M57 SX 0 0 0 %100 26 M58 SX -7.537 -7.537 0 %100 27 M59 SX -7.537 -7.537 0 %100 28 M60 SX -7.537 -7.537 0 %100 29 M58A SX -5.611 -5.611 0 %100 30 M59A SX i -5.611 -5.611 0 %100 31 M60A SX -5.611 -5.611 0 %100 32 M61 SX 0 0 0 %100 33 M62 SX 0 0 0 %100 y 34 M63 SX 0 0 0 %100 35 M64 SX 0 0 0 %100 36 M65 SX 0 0 0 %100 ® M66 SX 0 0 0 %100 38 B1 SX -7.537 -7.537 0 %100 39 B2 SX -7.537 -7.537 0 %100 40 B3 SX -7.537 -7.537 0 %100 41 MP1 SX -7.537 -7.537 0 %100 42 MP3 SX -7.537 -7.537 0 %100 43 M70 SX -7.537 -7.537 0 %100 44 M71 SX -7.537 -7.537 0 %100 45 M72 SX -7.537 -7.537 0 %100 46 M73 SX -7.537 -7.537 0 %100 47 M74 SX -7.537 -7.537 0 %100 48 M75 SX -7.537 -7.537 0 %100 49 M76 SX -7.537 -7.537 0 %100 50 M77 SX -7.537 -7.537 0 %100 ® M78 SX 0 0 0 %100 ® M79 SX 0 0 0 %100 ® M80 SX 0 0 0 %100 54 M81 SX 0 0 0 %100 55 M64A SX 0 0 0 %100 56 M65A SX 0 0 0 %100 m MP5 SX -7.537 -7.537 0 %100 58 M67 SX -7.537 -7.537 0 %100 59 M68 SX -7.537 -7.537 0 %100 60 M69 SX -7.537 -7.537 0 %100 61 M70A SX -7.537 -7.537 0 %100 62 M71A SX 0 0 0 %100 63 M72A SX 0 0 0 %100 64 M73A SX 0 0 0 %100 65 M74A SX 0 0 0 %100 66 MP9 SX -7.537 -7.537 0 %100 67 M76A SX -7.537 -7.537 0 %100 68 M77A Mil -7.537 -7.537 0 %100 69 M78A -7.537 -7.537 0 %100 70 M79A -7.537 -7.537 0 %100 71 M80A SX 0 0 0 %100 ® M81A SX 0 0 0 %100 RISA-3D Version 17.0.4 [K:\...\...1...\...\Structural\2022.02.03-MA\Report\RISA\855861_Ioaded.r3d] Page 49 I I IRISA Company Infinigy Engineering,PLLC Feb 9,2022 Designer : RF 7:02 PM Job Number 1039-Z0001-B Checked By: Model Name : 855861 Member Distributed Loads (BLC 30 : Distr. Ice Wind Load X) (Continued) Member Label Direction Start MagnitudeIlb/ft,...End Magnitude[Ib/ft,F... Start Location(in,%] End Locationtin,%]_ 73 M76B SX 0 0 _ 0 _ %100 74 M77B SX 0 0 0 %100 75 MP8 SX -7.537 -7.537 0 %100 76 M798 SX 0 0 0 %100 _ 77 M80B SX 0 0 0 %100 _ 78 MP12 SX -7.537 -7.537 _ 0 _ %100 79 M79C SX 0 _ 0 0 %100 _ 80 M80C SX 0 0 0 %100 _ 81 MP7 SX -7.537 -7.537 0 _ %100 82 M82 SX -7.537 -7.537 0 %100 _ 83 M83 SX -7.537 -7.537 0 _ %100 _ 84 M84 SX -7.537 -7.537 0 %100 85 M85 SX -7.537 -7.537 _ 0 %100 _ 86 M86 SX 0 0 0 %100 _ 87 M87 SX 0 0 0 %100 88 M88 SX 0 0 0 %100 89 M89 SX 0 0 0 %100 _ 90 MP11 SX -7.537 -7.537 _ 0 %100 _ 91 M91 SX -7.537 -7.537 0 %100 _ 92 M92 SX -7.537 -7.537 0 %100 _ 93 M93 _ SX -7.537 -7.537 0 %100 94 M94 SX -7.537 -7.537 0 %100 _ 95_ M95 SX 0 0 0 %100 96 , M96 SX 0 0 0 %100 97 M97 SX _ 0 0 0 %100 98 M98 SX 0 _ 0 0 %100 99 MP2 SX -7.537 _ -7.537 0 %100 _ 100 M100 SX 0 0 0 %100 _ 101 M 101 SX 0 0 _ 0 %100 102 MP6 SX -7.537 -7.537 0 %100 103 M103 SX 0 0 0 %100 104 M104 SX 0 0 0 %100 105 MP10 SX -7.537 -7.537 0 %100 Member Distributed Loads (BLC 46 : BLC 1 Transient Area Loads) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[b/ft,F._Start Location[in,%] End Location[in,%]_ 1 M14 Y -.202 -5.182 27.6 35.88 _ 2 M14 Y -5.182 -11.3 35.88 44.16 3 M14 Y -11.3 -10.59 44.16 52.44 4 M14 _ Y -10.59 -6.722 52.44 60.72 _ 5 M14 Y -6.722 -2.683 60.72 69 6 M15 Y -.255 -6.204 0 8.28 _ 7 M15 Y -6.204 -11.074 8.28 16.56 _ 8 M15 Y -11.074 -11.383 16.56 24.84 9 M15 Y -11.383 -5.236 24.84 33.12 10 M15 Y -5.236 -.255 33.12 41.4 _ 11 M17 Y -.8 -5.77 0 13.5 12 M17 Y -5.77 -5.685 13.5 27 13 M17 Y -5.685 -.8 27 40.5 _ 14 H2 Y -2.596 -5.75 0 24 15 H2 Y -5.75 -5.022 24 48 _ 16 H2 Y -5.022 -2.583 48 72 17 H2 Y -2.583 -4.889 72 96 18 H2 Y _ -4.889 -5.75 _ 96 120 19 H2 Y -5.75 -2.595 120 144 20 M 13 Y -.255 -6.178 0 8.28 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03 -MA\Report\RISA\855861_loaded.r3d] Page 50 Company : lnfinigy Engineering,PLLC Feb 9,2022 IMIRI � Designer : RF 7:02 PM S Job Number 1039-Z0001-B Checked By: Model Name : 855861 Member Distributed Loads (BLC 46 : BLC 9 Transient Area Loads) (Continued) Member Label Direction Start Ma•nitudejlb/ft...End Magnitude[Ib/ft,F... Start Location in% End Location[in,%] ® M13 Y -6.178 -11.012 8.28 16.56 22 M13 Y -11.012 -11.343 16.56 24.84 23 M13 Y -11.343 -5.235 24.84 33.12 24 M13 Y -5.235 -.255 33.12 41.4 25 M15 Y -.204 -5.184 27.6 35.88 26 M15 Y -5.184 -11.32 35.88 44.16 27 M15 Y -11.32 -10.63 44.16 52.44 28 M15 Y -10.63 -6.748 52.44 60.72 29 M15 Y -6.748 -2.677 60.72 69 30 M16 Y -.754 -5.759 0 13.5 31 M16 Y -5.759 -5.767 13.5 27 32 M16 Y -5.767 -.754 27 40.5 33 Hi Y -3.709 -5.414 0 28.8 34 Hi Ma -5.414 -3.81 28.8 57.6 35 H1 -3.81 -3.81 57.6 86.4 36 H 1 Y -3.81 -5.414 86.4 115.2 37 H 1 Y -5.414 -3.709 115.2 144 38 M13 Y -.151 -5.131 27.6 35.88 39 M13 Y -5.131 -11.179 35.88 44.16 40 M13 Y -11.179 -10.101 44.16 52.44 41 M13 Y -10.101 -6.45 52.44 60,72 42 M13 Y -6.45 -3.436 60.72 69 43 M14 Y -.217 -6.157 0 8.28 44 M14 Y -6.157 -11.289 8.28 16.56 45 M14 Y -11.289 -11.413 16.56 24.84 46 M14 Y -11.413 -5.197 24.84 33.12 47 M14 Y -5.197 -.217 33.12 41.4 48 M18 Y -.796 -5.618 0 13.5 49 M18 Y -5.618 -5.665 13.5 27 50 M18 Y -5.665 -.801 27 40.5 51 H3 Y -3.709 -5.414 0 28.8 H H3 Y -5.414 -3.917 28.8 57.6 H3 Y -3.917 -3.917 57.6 86.4 54 H3 Y -3.917 -5.414 86.4 115.2 ® H3 Y -5.414 -3.709 115.2 144 Member Distributed Loads (BLC 47 : BLC 16 Transient Area Loads) Member Label Direction Start Magnitudejlb/ft,.,.End Magnitude[lb/ft.F... Start Locationfin,%] End Locationtin,%]_ 1 M14 Y -.515 -13.215 27.6 35.88 _ 2 M14 Y -13.215 -28.816 35.88 , 44.16 _ 3 M14 Y _ -28.816 -27.004 44.16 52.44 _ 4 M14 Y -27.004 -17.141 52.44 60.72 _ 5 M14 Y -17.141 -6.842 60.72 69 6 M15 Y -.651 -15.82 0 8.28 7 M15 Y -15.82 -28.237 8.28 16.56 _ 8 M15 Y -28.237 -29.027 16.56 24.84 _ 9 M15 Y -29.027 -13.352 24.84 33.12 _ 10 M15 Y -13.352 -.651 33.12 41.4 _ 11 M17 Y -2.04 -14.713 0 13.5 12 M17 Y -14.713 -14.496 13.5 27 ^ 13 M17 Y -14.496 -2.04 27 40.5 _ 14 H2 Y -6.61 9_ -14.663 0 24 15 H2 Y -14.663 -12.805 24 48 _ 16 H2 Y -12.805 -6.587 48 _ 72 17 H2 Y _ -6.587 -12.466 _ 72 96 18 H2 Y -12.466 -14.662 96 120 RISA-3D Version 17.0.4 [K:\...\...\...1...\Structural\2022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 51 Company : Infinigy Engineering, PLLC Feb 9,2022 I'I RISA Designer : RF 7:02 PM Job Number : 1039-Z0001-B Checked By: Model Name : 855861 Member Distributed Loads (BLC 47: BLC 16 Transient Area Loads) (Continued) Member Label Direction Start Magnitudejlb/ft,...End MagnitudeLb/ft,F... Start Locationtin,%] End Locationtin,%L_ 19 H2 Y -14.662 -6.618 120 144 20 M13 Y -.65 -15.754 0 8.28 _ 21 M13 Y -15.754 -28.08 8.28 16.56 22 M13 Y -28.08 -28.923 16.56 24.84 23 M13 Y -28.923 -13.349 24.84 33.12 24 M13 Y -13.349 -.65 33.12 41.4 25 M15 Y -.519 -13.22 27.6 35.88 26 M15 Y -13.22 -28.867 35.88 44.16 27 M15 Y -28.867 -27.106 44.16 52.44 _ 28 _M15 Y -27.106 -17.208 52.44 60.72 _ 29 M15 Y -17.208 -6.826 60.72 69 30 M16 Y -1.922 -14.685 0 13.5 _ 31 M16 Y -14.685 -14.705 13.5 27 32 M16 Y -14.705 -1.922 27 40.5 33 H1 Y -9.458 -13.806 0 28.8 _ 34 H1 Y -13.806 -9.717 28.8 57.6 35 H1 Y -9.717 -9.717 57.6 _ 86.4 36 H1 Y -9.717 -13.806 _ 86.4 115.2 37 H1 Y -13.806 -9.458 _ 115.2 144 38 M13 Y -.384 -13.085 27.6 35.88 _ 39 M13 Y -13.085 -28.505 _ 35.88 44.16 40 M13 Y -28.505 -25.758 _ 44.16 _ 52.44 41 M13 Y -25.758 -16.449 52.44 60.72 42 M13 Y -16.449 -8.763 _ 60.72 69 43 M14 Y -.553 -15.701 0 8.28 44 M14 Y -15.701 -28.787 8.28 16.56 _ 45 M14 Y -28.787 -29.103 16.56 24.84 46 M14 Y -29.103 -13.253 24.84 33.12 _ 47 M14 Y -13.253 -.553 33.12 41.4 48 M18 Y -2.029 -14.325 0 13.5 49 M18 Y -14.325 -14.445 13.5 27 50 M18 Y -14.445 -2.044 27 _ 40.5 51 H3 Y -9.458 -13.806 0 28.8 52 H3 Y -13.806 -9.988 28.8 57.6 _ 53 H3 Y -9.988 -9.988 57.6 86.4 _ 54 H3 Y _ -9.988 -13.806 86.4 115.2 _ 55 H3 Y -13.806 -9.458 115.2 144 Load Combinations Description So..P... S... BLCFa...BLCFa...BLCFa...BLCFa...BLCFa...BLCFa...BLCFa...BLCFa...BLCFa...BLCFa... 1 1.4DL Yes Y 1 1.4 2 1.2DL + 1WL AZI 0 Yes Y 1 1.2 2 1 14 1 15 3 1.2DL + 1WL AZI 30 Yes Y 1 1.2 3 , 1 14 .866 15 .5 4 1.2DL + 1WL AZ1 60 Yes Y 1 1.2 4 1 14 .5 15 .866 5 1.2DL + 1WL AZI 90 Yes Y 1 1.2 5 1 14 15 1 6 1.2DL. + 1WL AZ 120 Yes Y 1 1.2 6 1 14 -.5 15 .866 7 1.2DL. + 1WL AZ 150 Yes Y 1 1.2 7 1 14-.866 15 .5 8 1.2DL + 1WL AZ 180 Yes Y 1 1.2 8 1 14 -1 15 9 1.2DL. + 1WL AZ 210 Yes Y 1 1.2 9 1 14-.866 15 -.5 10 1.2DL + 1WL AZ 240 Yes Y 1 1.2 10 1 14 -.5 15-.866 11 1.2DL. + 1WL AZ 270 Yes Y 1 1.2 11 1 14 15 -1 12 1.2DL. + 1WL AZ 300 Yes Y 1 1.2 12 1 14 .5 15-.866 13 1.2DL. + 1WL AZ 330 Yes Y 1 1.2 13 1 14 .866 15 -.5 14 0.9DL+ 1WL AZI 0 Yes Y , 1 .9 2 1 14 1 15 15 0.9DL+ 1WL AZI 30 Yes Y , 1 .9 3 1 14 .866 15 .5 RISA-3D Version 17.0.4 [K:1...\...\...\...\Structural\2022.02.03 -MA\Report\RISA\855861_loaded.r3d] Page 52 I I IIRI Company : Infinigy Engineering,PLLC Feb 9,2022 SADesigner RF 7:02 PM Job Number 1039 Z0001-B Checked By: Model Name : 855861 Load Combinations (Continued) Description So..P... S... BLCFa...BLCFa...BLCFa...BLCFa...BLCFa...BLCFa...BLCFa...BLCFa...BLCFa...BLCFa... 16 0.9DL+ 1WL AZI 60 Yes Y 1 .9 4 1 14 .5 15 .866 17 0.9DL + 1WL AZI 90 Yes Y 1 .9 5 1 14 15 1 18 0.9DL + 1WL AZI 120 Yes Y 1 .9 6 1 14 -.5 15 .866 19 0.9DL + 1WL AZI 150 Yes Y 1 .9 7 1 14-.86615 .5 20 0.9DL. + 1WL AZI 180 Yes Y 1 .9 8 1 14 -1 15 21 0.9DL. + 1WL AZI 210 Yes Y 1 .9 9 1 14-.866 15 -.5 22 0.9DL. + 1WL AZI 240 Yes Y 1 .9 10 1 ,14 -.5 15-.866 23 0.9DL. + 1WL AZI 270 Yes Y 1 .9 11 1 14 15 -1 24 0.9DL. + 1WL AZI 300 Yes Y 1 .9 12 1 14 .5 15-.866 25 0.9DL. + 1WL AZI 330 Yes Y 1 .9 13 1 14 .866 15 -.5 26 1.2D+ 1.0Di Yes Y 1 1.2 16 1 27 1.2D+1.0Di+1.0Wi AZI 0 Yes Y 1 1.2 16 1 17 1 29 1 30 28 1.2D+ 1.0Di+1.0Wi AZI 3dYes Y 1 1.2 16 1 18 1 29 .866 30 .5 29 1.2D+ 1.0Di+1.0Wi AZI 6CYes Y 1 1.2 16 1 19 1 29 .5 30 .866 30 1.2D+ 1.0Di+1.0Wi AZI 9CYes Y 1 1.2 16 1 20 1 29 30 1 31 1.2D+ 1.0Di+1.0Wi AZI...Yes Y 1 1.2 16 1 21 1 29 -.5 30 .866 32 1.2D+ 1.0Di+1.0Wi AZI...Yes Y 1 1.2.16 1 22 1 29-.866 30 .5 33 1.2D+ 1.0Di+1.0Wi AZI...Yes Y 1 1.2 16 1 23 1 29 -1 30 34 1.2D+ 1.0Di+1.0Wi AZI...Yes Y 1 1.2 16 1 .24 1 29-.866 30 -.5 35 1.2D+ 1.0Di+1.0Wi AZI...Yes Y 1 1.2 16 1 25 1 29 -.5 30-.866 36 1.2D+1.0Di+1.0Wi AZI...Yes Y 1 1.2 16 1 26 1 29 30 -1 37 1.2D+ 1.0Di+1.0Wi AZI...Yes Y 1 1.2 16 1 27 1 29 .5 30-.866 38 1.2D+ 1.0Di+1.0Wi AZI...Yes Y 1 1.2 16 1 28 1 29 .866 30 -.5 39 (1.2+0.2Sds)DL+ 1.0E... Yes Y 1 1.3... 31 1 32 40 (1.2+0.2Sds)DL+1.0E... Yes Y 1 1.3... 31 .866 32 .5 41 (1.2+0.2Sds)DL+ 1.0E... Yes Y 1 1.3... 31 .5 32 .866 42 (1.2+0.2Sds)DL+ 1.0E... Yes Y 1 1.3... 31 32 1 43 (1.2+0.2Sds)DL+ 1.0E... Yes Y 1 1.3... 31 -.5 32 .866 44 (1.2+0.2Sds)DL+ 1.0E... Yes Y 1 1.3... 31 -.866 32 .5 45 (1.2+0.2Sds)DL+ 1.0E ... Yes' Y 1 1.3.•• 31 -1 32 46 (1.2+0.2Sds)DL+ 1.0E... Yes. Y 1 1.3... 31 -.866 32 -.5 47 (1.2+0.2Sds)DL+ 1.0E... Yes Y 1 1.3... 31 -.5 32-_866 48 ,(1.2+0.2Sds)DL+ 1.0E... Yes Y 1 1.3... 31 32 -1 49 (1.2+0.2Sds)DL+ 1.0E... Yes Y 1 1.3... 31 .5 32-.866 50 ,(1.2+0.2Sds)DL+ 1.0E... Yes Y 1 1.3... 31 .866 32 -.5 51 (0.9-0.2Sds)DL+1.0E A..Yes Y 1 .762 31 1 32 52 (0.9-0.2Sds)DL+1.0E A..Yes Y 1 .762 31 .866 32 .5 53 (0.9-0.2Sds)DL+1.0E A..Yes Y 1 .762 31 .5 32 .866 54 (0.9-0.2Sds)DL+1.0E A..Yes Y 1 .762'31 32 1 55 (0.9-0.2Sds)DL+1.0E A..Yes Y 1 162 31 -.5 32 .866 56 (0.9-0.2Sds)DL+1.0E A...Yes Y 1 .762 31 -.866 32 .5 57 (0.9-0.2Sds)DL+1.0E A...Yes Y 1 .762 31 -1 32 58 (0.9-0.2Sds)DL+ 1.0E A..Yes Y 1 .762 31 -.866 32 -.5 59 (0.9-0.2Sds)DL+1.0E A..Yes y 1 .762 31 -.5 32-.866 60 (0.9-0.2Sds)DL+1.0E A...Yes Y 1 .762 31 32 -1 61 (0.9-0.2Sds)DL+ 1.0E A..Yes Y 1 .762 31 .5 32-.866 62 (0.9-0.2Sds)DL+1.0E A...Yes y 1 .762 31 .866 32 -.5 63 1.0DL+ 1.5LL+ 1.0SWL...Yes Y 1 1 2 .383,14 .383 15 33 1.5 64 1.0DL+ 1.5LL+ 1.0SWL...Yes Y 1 1 3 .383 14 .331 15 .191 33 1.5 65 1.0DL+ 1.5LL+ 1.0SWL...Yes Y 1 1 4 .383 14 .191 15 .331 33 1.5 66 1.0DL+ 1.5LL+ 1.0SWL...Yes Y 1 1 5 .383 14 15 .383 33 1.5 67 1.ODL+ 1.5LL+ 1.0SWL...Yes Y 1 1 6 .383 14-.191 15 .331 33 1.5 68 1.0DL+ 1.5LL+1.OSWL...Yes Y 1 1 7 .383 14-.331 15 .191 33 1.5 69 1.0DL+ 1.5LL+ 1.OSWL...Yes Y 1 1 8 .383 14-.383 15 33 1.5 70 1.ODL+ 1.5LL+ 1.0SWL...Yes Y 1 1 9 .383 14-.331 15-.191 33 1.5 71 1.ODL+ 1.5LL+1.0SWL...Yes Y 1 1 10 383 14-.191 15-.331 33 1.5 72 1.0DL+ 1.5LL+ 1.0SWL...Yes Y 1 1 11 .383 14 15-.383 33 1.5 RISA-3D Version 17.0.4 [K:\...1...\...\...\Structural\2022.02.03 -MA\Report\RISA\855861_loaded.r3d;] Page 53 179 abed [PC-rPaPe01 498598\VSli i\aJoda2:1\b'W-£0 Z0.ZZ0Z\Ieanpn4S\ .\ •\ \."1.>il 17'014 uoisJeA a£-vSib 940 94 £90'-P4 960' L 914 9£ Z.I. 4 A saA"'S4 +SdW-W1S'4 +laZ'4 6Z4 £90' 94 8b0'-44 960 9 9'4 8£ Z 4 4 A saA`"S 4+SdW-119'4 +•IOZ"4 8Z 4 960 94 P4 960' 9 9.4 8£ Z.4 4 A saA' 'S4 +SdW-W194 +10Z'1 L24 £80' 94 840' 44 960' 4 9.4 8C Z*4 4 A seA`'94+9dW-W19'4 +laZ•4 9Z4 Eb0' 94 £80' PI- 960' C 9.4 8C Z.4 4 A SaAS 4 +Sd1A1-1/419'4+laZ'4 9Z 4 94 960 44 960' Z 9.4 8C Z.4 4 A saA S 4 +9d1/11-4419'4+10Z 4 PZ 8b0'-94 E9O' b4 960' C 9.4 LC Z.4 4 A saA' S4 +4d1/11-1A1I9'4 +IaZ'4 CZ £20'-9 4 840' 4 4 960 Z 4 9.4 LC Z'4 4 A saA"'S 4 +4dW-1A119'4 +10Z'4 ZZ 4 960'-94 174 960 44 5.4 LC Z.4 4 A S A 'S4+4dW-0.119'4 +10Z'4 4Z4 £8o'-9 4 940'-44 960' 04 9.4 LC Z*4 4 A saA`"S 4+4dW-W19'4 +10Z'4 OZ 840-94 £80 44 960 6 9.4 LC Z.4 4 A saA "S 4+4d1A1-1\1I9'4 i•IaZ 4 6 4 4 94 960`4- 960' 8 9.4 LC Z.4 4 A SaA' S 4+4dW-1N19'4 +10Z'4 81.4 _ sbo' 9 4 £so'-b 4 960 L 9.4 LC Z.4 4 A saA'.'S 4 +4d1A1-W19'4 a laz'4 L 1.4 £so' 94840'-PL 960 9 9.4 LC Z•4 4 A SaA"S4 +bdW-W19'4+IaZ'4 944 960 91. 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Et Z'4 4 A saA"'4+04dW-W19'4 +10Z't 064 8b0' 91. £80'-b4 960' L 91 £b Z'1. 4 A saA" 4 +04dW-14119'4 +10Z'L 694 £80• 948170'-174 960' 9 91 et Z'4 4 A saA' 4+04d1A1-1/1119'4 +10Z"4 884 960' 94 H. 960 9 91 £b Z1 4 A saA" 4+04dW-W19'1 +l0Z'4 L8I...ed019...ed019...ed018—ad018...ed019...ed018"ed019...ed019...ed019...ed019 ...S ...d...oS uooduosa0 (panuquow suol;eulgruo3 peol 498998 aweN Iapoyy A8 alloZO L 9-4000Z-6£04 aaquanN qor k '�', lAld Ai aau6isaa ZZOZ'6 clod 011d '6waaaui6u3 A6iui4ul : Auedwo0 Company : Infinigy Engineering,PLLC Feb 9,2022 R II'RI M b(Number 1039 Z0001-B 7:02 PM Checked By: odel Name : 855861 Envelope AISC /5th(360-16): LRFD Steel Code Checks (Continued) Memb...Shape Code Check Loc[inl LC Shear Check Loclini Dir LC phi*...phi*...phi*...phi*... Cb Ean 21 M72 PIPE__ .380 0 83 .207 0 48308.. 321...187...187...2.2..,H1.. 22 M58 PIPET.. .364 0 9 _ .048 42 10 277.. 321...187...187.. 1.6..H1.. 23 M68 PIPET.. .353 0 113 .207 0 2 308.. 321...187..,187,.2.2...H1... 24 M77A,PIPE_... .349 0 133 .203 0 10 308.. 321...187...187.. 2.2..H1... 25 M59 PIPE_... .347 0 5 .050 42 6 277,..321..,187.. 187.. 1.6..H1.., 26 M60 ,PIPET.. .316 0 2 _ .058 42 2 277..321...187.. 187.. 1.6..H1„ 27 M17 C6X8.2 .311 40.5 , 5 .192 20.25 y 4 573...774...210,. 139.. 1.5.,H1.. 28 MP4 PIPET.. .311 41.25 8 .034 42.5 43 983.. 321.. 187.. 187..,2.3..H1.. 29 HR1 PIPET.. .308 69 9 .242 132.25 2 172.. 507...359.. 359.. 1.6..,H1... 30 M16 C6X8.2 .308 40.5 9 .181 20.672 y 8 573...774...210.. 139.. 1.6..Hi.. 31 HR2 PIPE_... .305 69 5 .307 5.75 10 172...507...359.. 359.. 1.6..H1... 32 M18 C6X8.2 .295 0 5 .170 20.25 y 12 573...774...210.. 139.. 2.1..H1.. 33 HR3 PIPE_.. .289 7.187 6 _ .314 5.75 6 172...507...359.. 359.. 1.9..,H3.. 34 M77 PIPET.. .283 17.5 82 _ .073 17.5 43 213..,321...187.. 187...1.5..,H1.. 35 MP5 PIPE_... .276 41.25 4 .031 42.5 5 983.. 321...187.. 187.. 2.0..Hi.. 36 MP9 PIPE__ .276 41.25 12 .032 42.5 13983.. 321...187.. 187...2.1.,H1.., 37 M75 PIPE_... .269 22 78 _ .100 0 47 308..{321...187.. 187...2.2..H1.., 38 M79A PIPET.. .265 17.5 134_ .067 17.5 13 213.. 321...187.. 187..,1.4..H1.. 39 ,M70A PIPET.. .265 17.5 114 .064 17.5 5 213.. 321...187...187.. 1.4..H1... 40 M78A PIPET.. .258 22 126 .084 0 4 308.. 321...187...187.. 2.2..H1.. i 41 M58A L3X3X4 .257 8 3 .206 8 y 3 461..466...168..,375.. 2.2..,H2.. 42 M69 PIPE_,•. .256 22 118 .104 0 27 308...321...187...187...2.2..H1.. 43 M73 PIPE__ .236 0 106 .247 0 11318..,321...187...187...2.17H1.. 44 ' M83 PIPET.. .232 0 162 .198 0 44 318..,321...187,..187.. 2.1..H1.., 45 M92 PIPET.. .228 0 182 .193 0 9 318.. 321...187...187..2.1..'H1.. 46 M84 PIPET.. .156 0 2 .166 0 7 318.. 321,..187...187.. 1.1..H1... 47 M74 PIPE_... .151 0 11 .171 0 11 318...321...187...187.. 2.1..H1.. 48 M93 PIPE_•.. .149 0 10 .169 0 9 318.. 321...187...187.. 1.1..H1.. 49 M94 PIPE__ .137 _- 52.5 9 .038 52.5 9 213...321...187...187.. 1.9..,H1.. 50 M76 PIPET.. .136 52.5 10 _ .050 52.5 11 213.. 321...187...187.. 1.5..H1.. 51 M85 PIPE_... .133 52.5 13 _ .041 52.5 13213.. 321...187...187...1.5..H1.. ... 52 MP3 PIPE_ .098 18.813 _ 8 .024 81.52'1 11 173.. 321...187...187..{1.6..,H1.. 53 MP7 PIPET.. .077 18.813 4 .020 81.52'1 2 173...321...187...187..2.04 H1.. 54 MP11 PIPE__ .077 18.813 12 _ .018 81.521 46 173.. 321...187...187.. 2.0..,H1.. 55 B1 PIPET.. .019 0 24 .142 43 9 275.. 321...187...187.. 1.1..Hi.. 56 B3 PIPE__ .016 -i 21.5 35 .140 43 7 275.. 321...187...187...1.1..,H1.. 57 B2 PIPET.. .016 0 20 .139 0 11 275...321..,187...187...1.1..H1.. RISA-3D Version 17.0.4 [K:\...\...1...\...\Structural\2022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 57 February 9, 2022 12.0 ft Platform Mount Analysis Report CCI BU No 855861 Order 569625, Revision 0 Page 9 1 i I APPENDIX D ADDITIONAL CALCUATIONS ENG-FRM-10208,Rev. 8 I NJ F I NJ I(Y 6 Member Information FROM ZERO TO INFINIGY J nodes ofM16,M17,MIS the solutions are endless Bolt Calculation Tool V1.5.1 PROJECT DATA Site Name: Pfaffle BOLT CHECK Site Number: 855861 Tensile Strength 20340.15 Connection Description: Platform to Monopole Shear Strength 13805.83 Max Tensile Usage 16.6% Max Shear Usage 5.1% MAXIMUM BOLT LOADS Interaction Check(Worst Case) 0.03 51.05 I Bolt Tension: 3386.39 lbs Result Pass Bolt Shear: 702.51 lbs WORST CASE BOLT LOADS' Bolt Tension: 3386.39 lbs Bolt Shear: 648.18 lbs BOLT PROPERTIES Bolt Type: Bolt - Bolt Diameter: 0.625 in Bolt Grade: A325 - X of Bolts: 5 - Threads Excluded? No - 'Worst case bolt loads correspond to Lood combination#5 on member M17 in RISA- 3D,which causes the maximum demand on the bolts. ..._._. _.... ...." ......... ...................... .. .,,, .. ,,:, ,y,,,,,f0afeakti February 9. 2022 12.0 ft Platform Mount Analysis Report CC18U No 855861 Order 569625, Revision 0 Page 10 APPENDIX E MOUNT MODIFICATION DESIGN DRAWINGS (MDD)/SUPPLEMENTAL DRAWINGS ENG-FRM-10208,Rev. B PARTS LIST ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. 1 1 S-PM1 PM1 STANDOFF MOUNT WELOMENT 43.30 43.30 a� I • 111 TOLERANCE NOTES DESCRIPTION Vt NW'AR..: NT TOLERANCES ON DIMENSIONS,UNLESS OTHERWISE NOTED ARE 1'PANEL 1.' ew Y� E "ae'U SAWED,SHEARED AND GAS CUT EDGES(UO.490% STAND-OFF MOUNT • 1-Sea"al-t5a-14ae yN DRILLED AND GAS CUT HOLES(Y 0.0307-NO CONING OF HOLES DANA TX LASER CUT EDGES AND HOLES(30.010)-NO CONING OF HOLES AB K'n,O �R BENDS AND ANGLES ARE 3 112 DEGREE Bony*.EL ALL OTHER MACHINING(Y 0.030) CPO NO. DRAWN BY E NO APPROVAL PART NO. ALL OTHER ASSEMBLY(30.0607 CEI 8/9/2019 PM1 PPORRItcor Rom CLASS SUR DRAWING USAGE CHECKED BY DNG.NO. Xi YNAaR.....WA.aev.T'Aa....' ...WO.c.a...B AWTm......T« 81 02 CUSTOMER BMC 8/21/2019 PM1 ' PARTS UST ITEM OTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. 1 1 X-PM2 PM2 STANDOFF MOUNT WELOMENT 61.04 61.04 r I i I / TOLERANCE NOTES DESCRIPTION laSOIRow Now Vork,NV TOLERANCES ON DIMENSIONS.UNLESS OTHERWISE NOTED ARE: 2'PANEL �°O11e G° SAWED,SHEARED AND GAB CUT EDGES(=0.090/ .80-1 1-880-T STAND-OFF MOUNT S TR,m. Phmeuh C DRILLED AND OAS CUT HOLES(20.090)-NO CONING OF HOLES 58-1468 LASER CUT EDGES AND HOLES(S00107-NO CONING OF HOLES A 1'EOReStrmIB4I Tom.,. BENDS ANDANOLES ARE 1/2 DEGREE —� ' ALL OTHER MACHINING(200A9% CPD ND. DRAWNSV ENO.APPROVAL PARING. ALL OTHER ASSEMBLY M0.000, CEK 8/9/2019 PM2 CLASS BUS DRAWING USAGE CRECNED RV DWG.NO. �t „�,�,,,N„e,wA,R,,,,,,,,,,,,,,,,m 81 02 CUSTOMER BMC 8/21/2019 PM2