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Report (2) iRaPZo22-oao 93 OFFICE COP Rs�o �'r-79' t Date: February 9, 2022 INFINIGY pppp FROM ZERO TO INFINIGY APR .1 the solutions ore endless Infinigy Engineering, PLLC l;l I I UI-1 IUARD 1033 Watervliet Shaker Road BUILDING DIVISION Albanny,y,Y 1 205 structural@infinigy.com 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 Pfeifle 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. `, `* n 518-690-0790 ti structuralCa nf;nigy.com OR PE License No. 74920PE 2/10/22 Iw:-'.err r'rir3Tq F, _ 12/31/22 February 9, 2022 12.0 ft Platform Mount Analysis Report CCI 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 Softvvare 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. B 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 Confi•uration Mount Antenna Number I Mount/ Antenna Centerline Centerline of Antenna Model Modification Manufacturer (ft) (ft) Antennas Details 86.0 3 NOKIA AEQK 3 COMMSCOPE NNH4-65D-R6_0CIV2 3 COMMSCOPE NNHH-65C-R4 3 ALCATEL RRH4X25-WCS-4R LUCENT 82.0 84.0 3 NOKIA AHCA_CCIV3 12.0 ft Platform 3 NOKIA AHFIB_CCIV2 3 NOKIA AHLBA_CCIV2 1 RAYCAP DC9-48-60-24-8C- EV_CC I V2 82.0 3 NOKIA AEQU ENG-FRM-10208,Rev. B 1 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 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. Ca acity (Platform, All Sectors) _ Notes Component Critical Centerline (ft) % Capacity Pass I Pail Member _ Mount Pipe(s MP8 72.6 Pass Horiz:ontal(s) H2 _ 61.0 Pass Intermediate Horizontals M14 54.7 Pass 1,2 _ Handrail(s) HR1 82.0 30.8 _ Pass Handrail Corner An le s M60A 41.9 Pass MOD Standoffs 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 PM I 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 xueuaHUiuiuxailluYatliMtlttivatulti11/4FtgllMuurlufbluu3:.>r„ „ ,, �, , ., ,su,3r+,i Jzttt#J.Jtxu•r�rrr ttu<er. . ..,..... ......... . �....,.. ,.,o-..,., o., ,:h, ,. ...rx.xw,. r„ana,.>s, .Frxu..., ..".a.ea,e .,�.,.�<., Y Z X e J14:1/3 e �..' 0-3 !V, CNI . ..... - , ,rly , S',„, •i b f I. 0) :- in Z.N',k1 rA4. �J' c; �h' m 11 .;...v.! et'� a5 R ' s�16 I 11'1,/ v 141.4 ..4 , , 8A cr 33A,y !5E 1 SA4. - 04 , �\ a► ��', 'y. r `' ,i Ir•�c*" x'•�'B 3 A -44,1r llo i' ''(,i-. 7. .2 op 4 ' i iA • 1,-4:A:-. 1.,..,, '''',.:-I;,41tI\ ,.r. 5A .„r I, ' A 0_2 r2.... 6 17 1 lil• 1 17 3 9A c5 �W89 i.6 �o r' !)A cf• �41i18A 1.183 112 P 11A 98 1V125N12 *1\1 1 488 Infinigy Engineering, PLLC_ Wireframe _ RF 855861 Feb 9, 2022 at 7:27 PM 1039-Z0001-B 855861 loaded.u-3d , t t t AY t Z X t i 1 rci ,- ''''cc Ili Ili _-_-_ ,,,,/--'1 71 ,..''s r„,, ,,,„ :4. \J `\ / �, LP Infinigy Engineering, PLLC Render RF _ 855861 Feb 9, 2022 at 7:27 PM 1039-Z0001-B 855861 joaded.r3d 1 y Z X I 0 9 . .!,., .: N43 a, a a I (n „ o o <�0 "�-4u . .A'a . 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'� • -8.gb� • • 2.851b lb,,,- -9.451b 5.451b _ ,,'''Milo -2.5 b 7.931b Ar • ..51b o mil' • 3.291b�+ '-' "". � -2 4: b2' e z3.2. ; * -2.481b e • O -3.261b204 • • I I I b 1 11.11Ib 8•� • 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_loaded.r3d Y 410. • z x • -10.621b,/ -6.13Ib •-9.51 Ib�-5.491b • -6.861b.-_3.961b -7.641b,, -4.41Ib 2.82Ib , -7.41 Ib�� -1.631b • ` -4.281b -6.061b _3.51b 0.451b -6.' lb 2.821b �• .. lb • ,. -2.8Ib • -7.641b _4 4 -1.611b • -2.1t b • -1.26Ib ill c. 11°111% ��it81b„r- - -10.62b/ �� •.131b -9.511b -5.49*07Ib ...lbw F • .61b -S _q : -3.961b "1111 .41111q ' 2.791b1+� �'�` 1.241b • 1.•11b , 411,0**,1 . 1_.4Ib `eb lir • 0.451b, -6.041b 2.15113,0r, •• -1.241b -2.761b • • -1.59Ib •-7.7 b 4.451b -9.361b -5.4C 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 4% Z X • • -6.131b -5.491b,2" -10.621b • • -4.731b -9.511b • -4.811b 1.631b, -8.191b -4.541b -2.82Ib -8.321b • 7.871b • -3.751b-- -5.12Ib/ 6.511b • :.871b 1.631bII .:21b -3.621b,-' , -1.61lb • -2.81b -1.4, b ire 6 • • I-2.51b p • -5.29lb - , -1.A .2... • - -• -5.491b, -2.44!I41Ib 9.'71 -3.341b �� ',• - . -4�3 I' 8fb -3.621b�_/ 1 4{b -2.471b • -2.51b ., � -61 :. • -8.191b sr - 2 ^ 1.41lb�� • -2.441b .ir r -6. '� • likr` •--___. -1.3• -5.121bj -2., lb • . V1431b -8.871b •• 2.471b • • -1.391b,, • ••-2,411b -5 • , i -4.571b -9.171b \-�921b I 1 Loads: BLC 19, Ice Wind Load AZI 60 Inffnigy Engineering, PLLC Ice Wind Loading 60 RF 855861 Feb 9, 2022 at 7:29 PM 1039-Z0001-B 855861_loaded.r3d Y `1 Z X • f -10.581b • \-9.451b • '-‘, -8.82Ib -10.981 -2.891b • t -8.551b .-• -8.551b 14..,„lir • -, 76Ib .:91b , IV • -2.851b -3.26Ib • iic Aii 81b . , llirg . 9.451b i -10 581b 81b ,_ -3.261b •.e -10.9811 44040000. : : b ,o ,, . :-: : . 81 -3.231b • • - , W4r ri N� 8.76Ib e• -3.231b • • e •'-2.45Ib -12.27Ib -7.tIb 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.s3d gr- k.iNormierri Z X -7.537psf�, -7.537psf -7.537psf,Ag -7.537psf 'X 37psf r X r =-w 537ps ' -7.537psr, -7.537pst-1 37ps"�, i ! �'� !` -7.537psf ii 6.7t� �'� -7.53 r::�;7-' -7.53 -7.537P iy�- " W�;:'r -7.537 sr �rei 40:,,,111r-,,•• •'V /� P. ii 0 r:E*6-7 v a.f Ilse r ylf ram . e O i V �'. r :s, :, -7.537psf ,oe, .wr,�i r 037.-0.1, goer j P,....r'✓� / I W /'a -*** Ord , i ip 41.40. ‘'-' . ,, ...,,,,41.44 / JM if" r pp�� 6►, r y it -....tar. i� „,. -7.56;;irf. 10,..---- ---- og. _di et, :A ,,,..„ .. %',-,;461 r • 4.1 /rY 0r.!_ ef ezo ifij 7 0 •i r +ter sue. 0 Y�4f F Loads: BLC 29, Distr. Ice Wind Load Z Infinigy Engineering, PLLC Dist. lice Wind Loading 0 RF 855861 Feb 9, 2022 at 7:29 PM 1039-Z0001-B 855861 Joaded.r3d qr A):-,DY Z X ktioill 7.537psf NI NI 7.537psf ' II 1 NI 7.537psf ill 7.537f 4 7.537psf ill 111 NI li r ,N,7.537psf iNi 7.537psf 7.53 i= „`7.537psf 1I tI 6,i 1 4 - 101."4 '~,` y..776psf .537psf ly , r�rr.+►' -�',ltus?37Ps10.1%•*., 44:1sf1 Si ,N — .k►76 M ; ;; 1-7.537psf i 4 4r, itA r ,,y t 7 sf 'Oh ' . u �:L.537psf %MI r, Ir'.,"i P 'y!i'11i 37psf i.: I��'' NI14 ;r 7 5 Irr ' a ',Ott r�� II:41 .� • t• ill yy, Ifit a 11 46 Iv s 7. 74;psf i.e "rh.� 4 •r1r r t, s1 psi. 4r1 yamil-. 1. %�`r e[ k e+i 4 1IMI M • ,....•mohowit"-4 WI 4%'ir 4Il ,6-1,1Z...; 74,44tia...14P, 8 , kii14 '1;',4•It go....ibro.1"-'1;iii S 'V % 1'11°,4 er* 1,6‘"ii-li 4.1.4 i � �..111psf' Kyy44 r1 1." '•gsi.�.V,+�y,.�"�il1�111P kl'.!4Mlr` '!r ,, yy,avi w% . r�r, 44:4: '�� Mom►.*� ,r�•rcrv�;.•.n.;:f M14;11►f '4li� • M 714 ►�rt++`•c�► �# 11 psf �4�r �►�1 0nii41 � -: � . ��NI, 'fir` I y1 r 7 � N NI 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_loaded.r3d Y ,, e*n. 1 Z X • -59.4771b -51.485Ib • V ® • -51.4851b �► -147.5621b/ -51.491b - -110.8581b t /r 1 S ; 81b,/ 59.4771b,./2r .04 1.4'Ib 1` • ,. • • -51.491b - • Ar '.562Ib •: 11 -51.491b 4 • • 59.4774 o ,r b� • ,• to-51.4851b -51. 440,¢�IpR b, � ' Ibie 51.4851b 91br20" (5 c581• 44,1.491b). • bo., .____.• �•• -51.491b, • •-59.477Ib 0 .491b„----146 • C• • -51.49113,/•• 59.47 d -51.485Ib • Loads: BLC 31,Seismic Load Infinigy Engineering, PLLC Seismic Loading 0 RF _ 855861 Feb 9, 2022 at 7:30 PM 1039-Z0001-B 855861 joaded.r3d iimmarrommorimommi 43L. Z X • -59.4771b • -51.4851b -51.4851b -147.56211; 51.491b ® -110.8581b • ,. ~ -110.8 •:9.477Ib II- \ • I -51,491b lik • 9th e• �� -51.491b • 1 �� 147.' - lb 9. d -59.4771b 51.4851b ,4 � ' vir,,,,„, —1111/ .•b -5 t. ` b -51.491 -51.4851b • • -51.491b• - .2I9Io 441W5 b -59.4771b • • `• 51.491b • -51.49Ib -59.477Ib -5!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 Joaded.r3d AY Z X n 0 , 0 , T jcir___________.---:S1/4 ' : 0-o I . �a ' :_______Oe 4:4'. .,,'i , ,,41111:F , , , �� J 0 '; li II ,,... artep 6 0 O A 'u •; a O Loads: BLC 3'3, Service Live Loads Infinigy Engineering, PLLC Service RF 855861 Feb 9, 2022 at 7:30 PM 1039-Z0001-B 855861_Ioaded.rc3d Y <k, Z X 0 n ,, FA: I °o oev o '� ,:: ,.:. . it, o44, ill 41 . . . 44 " II '4 iu. ,,' I -' I N C 0 1 �, 4 ! w . . ,: Y ,. 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 Ioaded.rr3d .DAT)Y Z X n 0 , p — an , n AprAt n ;,fro .ti _11- � • it F . , IF' 4 U 9 µ Y ,1�� t. -500b , . J O e Loads: BLC 35, Maintenance Load 2 Infinigy Engineering, PLLC_ Maintenance Load 2 RF 855861 Feb 9, 2022 at 7:30 PM 1039-Z0001-B 855861 Joaded.r3d AY Z X 0 R ik: © a kk� o Ir o l� ' Q pl 1 _ 111 A 1 i.. ' . 1,. 0 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 loaded.u3d HAY Z X 0 r, IIl tr i IV o !'r ry • o ilil © ti '4t . to ,; �w c� Y ,. 111 Y Y 500 A' Y i 1 0 r; y „Q r. , is........„, Loads: BLC 43, Maintenance Load 10 Inflnigy Engineering, PLLC Maintenance Load 4 RF 855861 Feb 9, 2022 at 7:32 PM 1039-Z0001-B 855861 joaded.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. B i Program Inputs PROJECT IN r iltkjro-f,'a CODE STANDARDS Client: Crown C:astle Building Code: 2018 IBC INF11\11 Y6 Carrier: AT&T Mobility TIA Standard: TIA-222-H G Engineer: Robert Faber ASCE Standard: ASCE 7-16 FROM ZERO TO INFINIG the solutions ore endless SITE INFORMATION WIND AND ICE DA �'�t,a+i t,;��},xd ' ��` � Infinigy Load Calculator V2.1.7 Risk Category: II Ultimate Wind(Veit): 97 mph Exposure Category: C Design Wind(V): N/A mph Topo Factor Procedure: Method 1,Category 1 Ice Wind(V1CP): 30 mph Site Class: D-Stiff Soil(Assumed) Base Ice Thickness(t,): 1.5 in Ground Elevation: 226.70 t*Rev H Flat Pressure: 55.097 psf Round Pressure: 33.058 psf MOUNT INR1 gay ,, �� ice Wind Pressure: 3.162 psf Mount Type: Platform Num Sectors: 3 3l nnr+ L14 4 Centerline AGL: 82.00 ft Short-Period Accel.(Ss): 0.865 g Tower Heigiht AGL: 80.00 ft 1-Second Accel.(51): 0.396 g Short-Period Design(Sos): 0.692 1-Second Design(SDI): 0.503 TOPOGRAPHIC DATA Short-Period Coeff.(Fe): 1.200 Topo Feature: N/A 1-Second Coeff.(F,): 1.904 Slope Distance: N/A ft Amplification Factor(As): 3.000 Crest Distance: N/A ft Response Mod.Coeff.(R): 2.000 Crest Height: N/A ft ,F, ,: {. FACTORS �d Directionality Fact.(Kd): 0.950 Ground Ele.Factor(Kc): 0.992 *Rev H Only Rooftop Speed-lip(Ks): 1.000 *Rev H Only Topographic Factor(Ku): 1.000 Gust Effect Factor(Gh): 1.000 855861_Pfaffle 2/9/2022 Program Inputs ELEVATION VIEW I PLAN VIEW .,, I NJ F I NJ I C Y L. f FROM ZERO TO INFINIGY lei ,`' _ the solutions are endless 1 r'i z Infinigy Load Calculator V2.1.7 f vs A r• 7.... MP4 MP3v1P2 MP1 APPURTENANCE INFORMATION z Wind F, Wind Fa Weight Seismic F Member Appurtenance Name Elevation Qty. Ka q:(psf) EPAN(ft) EPAT(ft.") (Ibs) (Ibs) I:Ibs) (Ibs) (a sector) COMMSCOPE NNH4-65D-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 NOKIAAHLBA_CCIV2 84.0 3 0.90 27.69 2.23 1.31 55.54 32.70 77.16 80.09 MP4 RAYCAP DC9-48-60-24-8C-EV_CCIV2 84.0 1 0.90 27.69 2.74 4.78 68.17 119.20 18.50 19.20 MP3 855861_Pfaffle 2/9/2022 AscE. ACE 7 Hazards Report MAHICAN SOCIETYOFCMEENGINEEi1S Address: Standard: ASCE/SEI 7-16 Elevation: 226.7 ft(NAVE) 88) No Address at This Risk Category: II Latitude: 45.437906 Location Soil Class: D - Default(see Longitude: -122.764889 Section 11.4.3) 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. httpsJ/asce7hazardtool.online/ Page 1 of 3 Thu Jan 06 2022 ASCE• AMERIC.AN SOCIETY OF CIVIL ENGINEERS Seismic Site Soil Class: D - Default(see Section 11.4.3) Results: Ss : 0.865 Sr)i : N/A Si : 0.396 Ti_ : 16 I=a : 1.2 PGA : 0.393 F„ : N/A PGA M : 0.474 SMs : 1.038 FpSA : 1.207 SM1 : 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 Maps https://asce7hazardtool.online/ Page 2 of 3 Thu Jan 06 2022 vxauux u....xa;.ucxr uuxuuultaw.aa a u ,., „, -,, ,.,;,,,,+ aa;aru, suu.aua .x xxru:uesuu x,xxxuxxuuuaw.uauauar+suru.u,,.,e,,. E. AMERICAN SOCIETY OF CMI.ENGINES 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. 8 t!. Company 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 Joint Rot:ate(de... Section/Shape Type Design List Material Design Ru es 1 M13 N51 N55 _180 Intermediate Horizontal Beam Channe A36 Gr.36 Tvpica 2 M14 N50 N54 180 Intermediate Horizontal Beam Channe A36 Gr.36 Typica 3 M15 N52 N53 180 Intermediate Horizontal Beam Channe A36 Gr.36 Typica 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 Tvpica 6 M18 N58 N56 180 Intermediate Horizontal Beam Channe A36 Gr.36 Typica 7 H1 N1 N12 180 Horizontal Beam Channe A36 Gr.36 Typica 8 H2 N1 N2 _ _ Horizontal Beam Channe A36 Gr.36 Typica 9 H3 N2 N12 Horizontal Beam Channe A36 Gr.36 Typica 10_ M10 N21 N16 RIGID None None RIGID Typica 11 M11 N24 N19 RIGID None None RIGID Typica 12_ M13A N22 N17 RIGID None None RIGID Typica 13 . HR1 _ N25 N26 180 Handrail Beam Pipe Q235-GB Typica 14 M15A N31 N27 RIGID None None RIGID Typica 15 M16B N34 N30 , RIGID None None RIGID Typica 16 M18B N32 N28 RIGID None None RIGID Typica 17 HR2 N42A N43 180 Handrail Beam Pipe Q235-GB Typica 18 HR3 N53A N54A 180 Handrail Beam Pipe Q235-GB Typica 19 MP4 N90 N89 Mount Pipe Column Pipe A53 Gr.B Typica 20 M52 N102A N101A RIGID None None RIGID Typica 21 M53 N104A N103A RIGID None None RIGID Typica 22 M54 N107A N106A RIGID None None RIGID Typica 23 M55 N109A N108A RIGID None None RIGID Tvpica 24 M56 N112 N111 RIGID None None RIGID Typica 25 M57 N114 N113 RIGID None None RIGID Tvpica 26 M58 N104A N102A Mount Pipe Column Pipe A53 Gr. B Typica 27 M59 N109A N107A Mount Pipe Column Pipe A53 Gr. B Typica 28 M60 N114 N112 Mount Pipe Column Pipe A53 Gr. B Typica 29 M58A N104B N107 180 Handrail Corner Angle Beam Single Angle Q345 Tvpica 30 M59A N108B N105 90 Handrail Corner Angle Beam Single Angle Q345 Typica 31 M60A N109B N106B 90 Handrail Corner Angle Beam Single Angle Q345 Typica 32 M61 N112A N110A _ RIGID None None RIGID Typica 33 M62 N123 N121 RIGID None None RIGID Typica 34 M63 N122 N120 RIGID None None RIGID Typica 35 M64 N118 N116 RIGID None None RIGID Typica 36 M65 N117 N115 RIGID None None RIGID Typica 37 M66 , N113A N111A RIGID None None RIGID Tvpica 38 81 N112A N123 Handrail Brace HBrace Pipe Q235-GB Typica 39 B2 N122 N118 Handrail Brace HBrace Pipe Q235-GB Typica 40 83 N117 N113A Handrail Brace HBrace Pipe 0235-GB Typica 41 MP1 N134 N125 Mount Pipe Column Pipe A53 Gr.B Tvpica 42 MP3 N136 _ N127 Mount Pike Column Pipe A53 Gr. B Typica 43 M70 N125A N127A SP1 PM1 /PM2 Stand...Column Pipe A53 Gr. B Tvpica 44 M71 N126A N128A SP1 PM1 /PM2 Stand..Column Pipe A53 Gr. B Typica 45 M72 N129A N133A SP1 PM1 !PM2 Stand...Column Pipe A53 Gr. B Typica 46 M73 N130A N134A SP1 PM1 /PM2 Stand...Column Pipe A53 Gr.B Typica 47 M74 N132A N136A SP1 PM1 !PM2 Stand...Column Pipe A53 Gr. B Typica 48 M75 N131A N135A SP1 PM1 /PM2 stand—Column Pipe A53 Gr. B Typica 49 M76 N138A N14OA _ SP1 PM1 /PM2 Stand...Column Pipe A53 Gr. B Tvpica 50 M77 N137A N139A SP1 PM1 /PM2 Stand...Column Pipe A53 Gr. B Typica 51 M78 N141A N145 RIGID None None RIGID Tvpica 52_ M79 N143 N147 RIGID _ None None RIGID Typica 53 M80 N144 N148 _ RIGID None None RIGID Tvpica 54 M81 N142A N146 RIGID None None RIGID Typica _ 55 M64A N115A_ N114A RIGID None None _ RIGID Tvpica 56 M65A N117A N116A RIGID None None RIGID Typica _ RISA-3D Version 17.0.4 [K:1...\...\...\...1Structura112022.02.03-MA\Report\RISA1855861_loaded.r3d1 Page 1 I Company : Infinigy Engineering,PLLC Feb 9,2022 ' �� Designer : RF 7:02 PM SA 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 Tvpica 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 Typica 60 M69 N123A N125B SP1 PM1 /PM2 Stand...Column Pipe A53 Gr. B Typica 61 M70A N126 N127B SP1 PM1 /PM2 Stand..Column Pipe A53 Gr.B Typica 62 M71A N128 N130 RIGID None None RIGID Typica _ 63 M72A N129 N131 RIGID None None RIGID Tvpica _ 64 M73A N133 N132 RIGID None None RIGID Typica 65 M74A N135 N134B RIGID None None RIGID Tvpica 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 I PM2 Stand...Column Pipe _A53 Gr. B Typica _ 69 M78A N141 N143A SP1 PM1 /PM2 Stand...Column Pipe A53 Gr. B Tvpica 70 M 79A N144A N145A SP1 PM1 /PM2 Stand..,Column Pipe A53 Gr. B Typica 71 M80A N146A N148A RIGID None None RIGID Typica 72 M81A N147A N149 RIGID None None RIGID Typica _ 73 M76B N13913 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 M8OB N147B N146B RIGID _ None None RIGID Tvpica 78 MP12 N149A N148B Mount Pike Column Pipe A53 Gr.B Typica 79 M79C N145C N143C RIGID None None RIGID Typica 80 M80C N147C N146C RIGID None None RIGID Typica 81 MP7 N149B N148C Mount Pipe Column Pipe A53 Gr. B Tvpica 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 Tvpica _ 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 Typica 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 Typica 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 Tvpica 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 Typica 102 MP6 N191 N190 Mount Pipe 2.CIX Column Pipe A53 Gr.B Typica 103 M103 N193 N192 RIGID None None RIGID Typica 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] Lbvylin] Lbzzjin] Lcom.to. in Lcom bot'in L-tor u... K _ Kzz Cb Function 1 M13 Intermediat... 69 Lb _ Lateral 2 M14 Intermediat... 69 Lb A Lateral, 3 M15 Intermediat... 69 Lb A Lateral RISA-3D Version 17.0.4 [K:\...1...\...\...\Structura112022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 2 ._. ."...._. .... ...,.... ,. ,....., ...... .... .,.r• . a rrera e..,z..... a.rer.r. Pei NeArss.a. ..... ..au. taa ein Esutiienle4 5N#Ae5x3iFHHrfI 7 .. • buPit P. I I Company : Infinigy Engineering,PLLC Feb 9,2022 Designer : RF 7:02 PM Job Number 1039-Z0001-B Checked By: Model Name : 855861 Hot Rolled Steel Design Parameters (Continued) Label Shape Lenothfinl Lbvvfint_ Lbzzlinl Lcomp topfinl Lcomp botlinl,L-torqu... Kvv Kzz Cb Function 4 _ M16 Intermediat... 40.5 _ Lbvy Lateral 5 M17 Intermediat... 40.5 Lbyy Lateral 6 M18 Intermediat.,. 40.5 _ Lbyy Lateral 7 H1 Horizontal 144 69 _ 69 Lbw _ Lateral 8 H2 ,Horizontal 144_ 69 _ 69 Lbyy Lateral 9 H3 Horizontal 144 69 _ 69 Lbw Lateral 10_ HR1 Handrail 138 _ Lbvy Lateral 11 HR2 Handrail 138 Lbw Lateral 12 HR3 Handrail 138�. Lbvy Lateral 13 MP4 Mount Pipe 120 _ Lbw _ Lateral 14 M58 Mount Pipe 42 Lbyy Lateral 15_ M59 Mount Pipe_ 42 Lbyv Lateral 16 M60 Mount Pipe 42 _ Lbvy Lateral 17 M58A Handrail Co... 8 _ Lbvv — Lateral 18_ M59A Handrail Co... 8 _ _ Lbyy Lateral 19 M60A Handrail Co... 8 Lbw _ Lateral 20 B1 Handrail Br... 43 Lbyy Lateral 21 B2 Handrail Br... 43 Lbw Lateral 22 B3 Handrail Br... 43 Lbvy Lateral 23 MP1 Mount Pipe 96 Lbvv _ 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 J 30 M75 SP1 PM1 /... 22 Lateral 31 M76 SP1 PM1 /... 70 Lateral 32 M77 SP1 PM1 /... 70 Lateral 33 MP5 Mount Pipe 120 Lbw _ Lateral 34 M67 SP1 PM1 /... 48 Lateral 35 M68 SP1 PM1 /... 22 Lateral 36 M69 SP1 PM1 /... 22 Lateral 37 M70A SP1 PM1 /... 70 Lateral 38 MP9 Mount Pipe 120 Lbvy 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 Lbyy 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 Lbvy 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 Lbw Lateral 57 MP10 Mount Pipe.. 96 Lbyy Lateral RISA-3D V Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 3 rt`f; Company : Infinigy Engineering, PLLC Feb 9,2022 11 15 A Designer : RF 7:02 PM I 1 AK 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 f in4j Izz[in4] J[in4] 1 Horizontal C6X8.2 Beam Channel A36 Gr.36 Typica 2.39 1 .687 1 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 Typical 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 Typica 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 j .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] _ Weight1K1 _ 1 V 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 ce Wind Load AZ 120 None _ 74 22 ce Wind Load AZ 150 None 74 23 ce Wind Load AZ 180 None 74 24 ce Wind Load AZ 210 None 74 - . _ 25 ce Wind Load AZ 240 None _ 74 26 ce Wind Load AZ 270 None _ 74 , 27 ce Wind Load AZ 300 None 74 RISA-3D Version 17.0.4 [K:\...\...1...\...\Structura112022.02.03-MA\Report\RISA\855861_Ioaded.r3d] Page 4 : Infinigy Engineering, PLLC Feb 9,2022 ICompany IRISA 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 (BLCWeight) _ Member Label Direction Maritudejlb,lb-ft] Location[in,%] 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 MP12 Y -57.3 6 _ 27 MP12 Y -57.3 102 28 MP9 Y -49.6 6 29_ MP9 Y -49.6 96 _ 30 M P 11 Y -49.605 6 31 MP11 Y -49.605 35 _ 32 MP11 Y -49.605 50 RISA-3D Version 17.0.4 [K:\...\...1...\...\Structural\2022.02.03-MA\Report\RISA\855861_Ioaded.r3d] Page 5 �� 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 1 : Self Weight) (Continued) Member Label Direction Magnitude[Ib,lb-ft] Location[in,%] _ 33 MP11 Y •-49.605 80 34 MP9 Y -70 "/o25 _ 35 MP9 Y -36.8 %25 36 MP12 Y -65 %25 _ 37 MP12 Y -77.16 %25 Member Point Loads (BLC 2 : Wind Load AZ/ 0) _ Member Label Direction Magnitude[Ib,lb-ft] Location[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 %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 MPS Z -85.41 6 33 MP5 X 0 96 34 MPS Z -85.41 96 _ 35 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 %25 _ 47 MP8 X 0 %25 48 MP8 Z -46.23 %25 RISA-3D Version 17.0.4 [K:\...1...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 6 : Infinigy Engineering, PLLC Feb 9,2022 ICompany' J11RISADesignerber : RF 7:02 PM Job Num 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 2 : Wind Load AZ/ 0) (Continued) Member Label Direction Magnitudeflb,lb-ftJ Location[in,%] 49 MP8 X 0 %25 50_ MP8 Z -38.41 %25 f) 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 MP 11 Z -3'1.66 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 3 : Wind Load AZl 30) Member Label Direction Magnitude[Ib,lb-ft] Location[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 Company : Infinigy Engineering, PLLC Feb 9,2022 liv IC Designer : RF 7:02 PM Job Number : 1039-Z0001-B Checked By: 44 Model Name : 855861 Member Point Loads (BLC 3 : Wind Load AZl 30) (Continued) Member Label Direction Magnitudeflb,lb-ft1 Locationfin,%1 _ 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 %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 _ 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 AZI 60) Member Label Direction M ni II lb- Location[in.%1 _ 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 RISA-3D V Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_Ioaded.r3d] Page 8 . . . ...ram 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 Point Loads (BLC 4 : Wind Load AZl 60) (Continued) Member Label Direction Magnitude[lb,lb-ft] Location[in,%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 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 M P 11 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_Ioaded.r3d] Page 9 Company : Infinigy Engineering,PLLC Feb 9,2022 r ,, Designer : RF 7:02 PM �F4 Job Number : 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads I BLC 4 : Wind Load AZ! 60) (Continued) Member Label Direction Maginitudeflb,lb-ft1 Location in 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 5 : Wind Load AZ! 90) _ M m r L lel Direction Magnitude[Ib,lb-ft] Location[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 _ 31 MP5 X -85.41 6 _ 32 MP5 Z 0 6 33 MPS 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_loaded.r3d] Page 10 Company Infinigy Engineering, PLLC Feb 9,2022 s Designer : RF 7:02 PM 1111 Job Number : 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 5 : Wind Load AZ! 90) (Continued) Member Label Direction Maonitudejlb,lb-ft] 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 M P 11 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 Qlrection Magnitudejlb.lb-ft] Locationjin,°/J 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 %25 20 MP1 Z 12.47 %25 _ 21 MP4 X -40.04 %25 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 11 Company : Infinigy Engineering, PLLC Feb 9,2022 IiIRISA Designer RF 7:02 PM Job Number 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 6 : Wind Load AZ! 'f 20) (Continued) Member Label Direction Magnitudeflb,lb-ftl Locationfin,%1 _ 22_ MP4 Z 23.12 `4,25 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 T 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 68 MP9 Z 38.84 %25 69 MP9 X -33.08 %25 _ 70 MP9 Z 19.1 %25 _ 71 MP12 X -61.5 %25 72 MP12 Z 35.51 %25 73 MP12 X -48.1 %25 _ 74 MP12 Z 27.77 %25 Member Point Loads fBLC 7: Wind Load AZ! 150) Member Label Direction Magnitude[lb,lb-ft] Location[in,%] RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03-MA\Re:port\RISA\855861_loaded.r3d1 Page 12 : Infinigy Engineering, PLLC Feb 9,2022 ICompany IRIS Designer : RF 7:02 PM Job Number 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 7 : Wind Load AZ! 150) (Continued) Member Label Direction Magnitude[lb,lb-ftl 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 _ 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 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Infinigy Engineering,PLLC Feb 9,2022 s IIIRISA Designer : 10 7:02 PM Job Number : 39-Z0001-B Checked By: IModel Name : 855861 - Member Point Loads (BLC 12 : Wind Load AZ/ 300) (Continued) Member Label Direction Magnitude[Ib,lb-ftj . 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� 21 MP4 X '2.4 %25 ! 23_ [NP4 Z -416 Y626 � 23_ [WP4 x '2.01 YY62S - 24_ MP4 2 -3.40 %25 - 25__ MP3 X _ _-2.93 12 � 26_ K8P3 z -5.07 12 27 NYP8 X '6.13 S - 28 KAP8 z . -10.62 G - 29_ yNP8 . x '813 102 - 30 MP8 z -10.62 102 31 MP5 x '5.48 6 32 W1P5 Z -0.51 S - 33 K8P5 x -5.48 86 - 34 MP5 Z -0.51 AG - 35 k8P7 X -1.83 G 36 k4P7 Z `2.82 G 37 K8P7 X '1.63 35 38 WYP7 Z -2.82 35 39 MP7 % -1.01 50 - 40 N1P7 Z '2,8 50 41 K4P7 x -1.61 80 42 yNP7 z -3.8 80 - 43 W1P5 x -2.83 9625 - 44 yNP5 z -4.9 9625 45 [WP5 x '1.45 9625 - 46 yNP5 --- z '2.51 9625 - 47 W4P8 x -2.4 9635 - 48 [NP8 z -4.16 9635 - 48 yWP8 x -2.01 9626 - 50 yNPB Z -3.48 Y625 51 WYP12 x -4.45 G - 52 [NP12 2 -771 6 53 [NP12 x -4.45 102 - 54 yNP12 z '7.71 102 - 55 yNP0 X -3.86 G - 56 K8P9 z -8.88 G 57 MP3 X -3.86 06 58 PWPQ z -6.86 96 - 59 yNP11 X '1.26 6 GO [NP11 z -2.18 G - 61 yNP11 _X. -1.26 35 - 62 YNP11 Z '2.18 35 - 63 K4P11 x -1.24 60 84 [NP11 z -2.15 SU - 65_ yNP11 X -1.24 80 GG_ [0P11 Z -2.15 80 67 K8P8 X -2.45 9625 - 68 PNPS z -4.24 %26 - GQ [NPS x '1.05 9625 - 70 yNPS z '1.82 Y625 71_ [NP12 x -1.72 9625 72 yNP12 Z '2.98 %25 - 73_ yNP12 x -1.51 9625 - 74 PNP12 z -2.81 Y625 - _ M FM Company : infinigy Engineering,PLLC Feb 9,2022 1 Cm Designer : RF 7:02 PM _ _' Job Number : 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 19 : Ice Wind Load AZ/ 60) Member Label Direction Maanitude[Ib,i fftJ Location in 1 MP4 X -8.87 6 2 _ MP4 Z -5.12 6 3 _ MP4 X -8.87 102 - 4 _ MP4 Z -5.12 102 5 _ MP1 r- X -7.92 6 _ 6 MP1 Z -4.57 6 7 MP1 X -7.92 96 8 MP1 Z -4.57 96 9 _ MP3 X -2.44 6 _ 10 MP3 Z -1.41 6 11 MP3 X -2.44 35 _ 12 MP3 Z -1.41 35 _ 13_ MP3 X -2.41 50 14_ MP3 Z -1.39 50 15_ MP3 X -2.41 80 16 MP3 Z -1.39 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 -10.62 6 _ 28 MP8 Z -6.13 6 29 MP8 X -10.62 102 _ 30 MP8 Z -6.13 102 31 MP5 X -9.51 6 _ 32 MP5 Z -5.49 6 33 MP5 X -9.51 96 _ 34 MP5 Z -5.49 96 _ 35 MP7 X -2.82 6 _ 36 MP7 Z -1.63 6 _ 37_ MP7 X -2.82 35 _ 38 MP7 Z -1.63 35 39 MP7 X -2.8 50 _ 40 _MP7 Z -1.61 50 _ 41 MP7 X -2.8 80 42_ MP7 Z -1.61 80 _ 43 MP5 X -5.12 %25 _ 44 MP5 Z -2.95 %25 45 MP5 X -2.75 %25 _ 46 MP5 Z -1.59 %25 47 MP8 X -4.55 %25 _ 48 MP8 Z -2.63 %25 49 MP8 X -3.77 %25 50 MP8 Z -2.18 %25 _ 51 MP12 X -9.17 6 _ 52 MP12 Z -5.29 6 _ 53 MP12 X -9.17 102 54 MP12 Z -5.29 102 _ 55 MP9 X -8.19 6 _ 56 MP9 Z -4.73 6 _ 57 MP9 X -8.19 96 RISA-3D Version 17.0.4 [K:\...\...1...1...\Structural\2022.02.03 -MA\Report\RISA\855861_Ioaded.r3dJ Page 26 ISA Company Infinigy Engineering,PLLC Feb 9,2022 I Designer RF 7:02 PM Job Number 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 19 : Ice Wind Load AZ/ 60) (Continued) _ Member Label Direction Maonitudeflb,lb-ftl Locationfin,%1 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 MP 11 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 AZI 90) Member Label Direction Mag_nitudejlb,lb-ft] Location[in,%] 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 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_loaded.r3d] Page 27 : Infinigy Engineering,PLLC Feb 9,2022 ICompany 111RISA oblgner Number 039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 20 : Ice Wind Load AZI 901 (Continued) Member Label _ Direction Magnitude[Ib,lb-ft] Location[in,%1 i 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 MPS 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_ MP11 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 21 : Ice Wind Load AZ/ 120) Member Label Direction Magnitude[Ib,lb-ft] Location[in,%] 1 MP4 X -7.88 6 2 MP4 Z 4.55 6 _ 3 MP4 X -7.88 102 _ 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 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 28 Company : Infinigy Engineering, PLLC Feb 9,2022 ill ic. Designer : RF 7:02 PM Job Number : 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 21 : Ice Wind Load AZ/ 120) (Continued) Member Label Direction Magnitudeflb,lb-ftl Locationfin,%1 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_ MPS 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 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55 K0P0 x U G _ 56_ N1P9 z 7.83 G _ 57 W1P9 x O QG _ 58 yWP9 Z T93 SG 58 yNP11 x O S 60 N1P11 z 2.52 8 _ 61_ K8P11 x 0 35 _62 [WP11 Z 2.52 35 _ 83 [WPi1 x O 50 64 K8P11 z 2.48 50 66 yNP11 X 0 80 GG yNP11 z 2.48 80 _ 67 yWP8 X O Y625 68 yWP8 Z 5.15 Y625 GQ_ yNP0 X 0 'Y625 70 MP9 z 2.37 9625 _ 71_ yNP12 X O 9626 _ 72 yNP12 Z 3.9 9625 _ 73 0P12 X O 9625 _ 74 K8P12 | z 3.35 %25 _ Member Point Loads /BLC 24 : &re Wind Member Label Direction b'r0 Loca 1 KAp4 2 MP4 3 MP4 X 4 K8P4 Z 5 KAP1 X 6 K8Pi z 7 yWP1 X 5.4 96 8 N1P1 z 9.36 96 Q K8P3 x 1.61 G | �� . - - -.. ... .... >.: ...,. ,..".. .f..e.:ran ex.+s.awxusf . 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Company Infinigy Engineering, PLLC Feb 9,2022 IIIRIS h Designer : RF 7:02 PM foak Job Number 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 24 : Ice Wind Load AZ/ 210) (Continued) Member Label Direction Magnitudeflb,lb-ft1 Locationfin,%1 10_ MP3 Z 2.79 6 11 MP3 X 1.61 35 12 MP3 Z 2.79 35 _ 13 MP3 X 1.59 50 _ 14 MP3 Z 2.76 50 15 MP3 X 1.59 80 16 MP3 Z 2.76 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 i 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 6.13 6 28 MP8 Z 10.62 6 29 MP8 X 6.13 102 30 MP8 Z 10.62 102 _ 31 MPS X 5.49 6 _ 32 MP5 Z 9.51 6 _ 33 MP5 X 5.49 96 34 MP5 Z 9.51 96 35 MP7 X 1.63 6 36 MP7 Z 2.82 6 37_ MP7 X 1.63 35 38_ MP7 Z 2.82 35 _ 39 MP7 X 1.61 50 40 MP7 Z 2.8 50 _ 41 MP7 X 1.61 80 _ 42 MP7 Z 2.8 80 43 MP5 X 2.83 %25 _ 44 MPS Z 4.9 %25 45 MP5 X 1.45 %25 46_ MPS Z 2.51 %25 47 MP8 X 2.4 %25 _ 48 MP8 Z 4.16 %25 49 MP8 X 2.01 %25 50 MP8 Z 3.48 %25 51 MP12 X 4.45 6 _ 52 MP12 Z 7.71 6 _ 53 MP12 X 4.45 102 _ 54 MP12 Z 7.71 102 _ 55_ MP9 X 3.96 6 - 56 MP9 Z 6.86 6 57 MP9 X 3.96 96 _ 58 MP9 Z 6.86 96 59 MP11 X 1.26 6 60 MP11 Z 2.18 6 61 MP11 X 1.26 35 62 MP11 Z 2.18 35 _ 63 MP11 X 1.24 50 64 MP11 Z 2.15 50 65_ MP11 X 1.24 80 66 MP11 _ Z 2.15 80 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_Ioaded.r3d] Page 33 Company : Infinigy Engineering,PLLC Feb 9,2022 ,IRIS Designer : RF 7:02 PM Job Number 1039 Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 24 : Ice Wind Load AZ/ 210) (Continued) Member Label Direction Magnitudejlb,'ib-ftj Locationtin,%1 67 MP9 X 2.45 %25 68 MP9 Z 4.24 %25 _ 69 MP9 X 1.05 %25 _ 70 MP9 Z 1.82 %25 _ 71 MP12 X 1.72 %25 72 MP12 Z 2.99 %%25 _ 73 MP12 X 1.51 %25 74 MP12 Z 2.61 %25 Member Point Loads (BLC 25 : Ice Wind Load AZI 240) Member Label Direction Magnitudejlb,lb-ftl Locationjin,%j _ 1 MP4 X 8.87 6 2 MP4 Z 5.12 6 3 _ MP4 X 8.87 102 4 MP4 Z 5.12 102 _ 5 MP1 X 7.92 6 _ 6 MP1 Z 4.57 6 7 _ MP1 X 7.92 96 8 _ MP1 Z 4.57 96 _ 9J MP3 X 2.44 6 _ 10 MP3 Z 1.41 6 11_ MP3 X 2.44 35 12_ MP3 Z 1.41 35 13 MP3 X 2,41 50 14 MP3 Z 1.39 50 15 MP3 X 2.41 80 _ 16 MP3 Z 1.39 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 10.62 6 28 MP8 Z 6.13 6 29 MP8 X 10.62 102 _ 30 MP8 Z 6.13 102 _ 31 MP5 X 9.51 6 _ 32 MP5 Z 5.49 6 33 MP5 X 9.51 96 _ 34 MP5 Z 5.49 96 35 MP7 X 2.82 6 36 MP7 Z 1.63 6 _ 37 _ MP7 X 2.82 35 _ 38 MP7 Z 1.63 35 _ 39 MP7 X 2.8 50 40 MP7 Z 1.61 50 41 MP7 X 2.8 80 42 MP7 Z 1.61 80 _ 43 MP5 X 5.12 %25 44 MP5 Z 2.95 `%25 45 MP5 X 2.75 %25 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03 -MA\Report\RISA1855861_loaded.r3dj Page 34 : Infinigy Engineering, PLLC Feb 9,2022 ICompany IRISA Design Job Nuer : RF 7:02 PM Number : 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 25 : Ice Wind Load AZ! 240) (Continued) Member Label Direction Maqinitudellb,lb-ftl Locationfin,%1 46 MP5 Z 1.59 %25 47 MP8 X 4.55 %25 48 MP8 Z 2.63 %25 49 MP8 X 3.77 %25 _ 50 MP8 Z 2.18 %25 51 MP12 X 9.17 6 52 MP12 Z 5.29 6 53 MP12 X 9.17 102 _ 54 MP12 Z 5.29 102 55 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) Member Label Direction Magnitude)Ib,lb-ft1 Location[n,%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 ti Company : Infinigy Engineering,PLLC Feb 9,2022 :IqA IIRISAD b'Number 1 39-Z0001-B CheckedM By: ri >,;,, Model Name : 855861 a Member Point Loads (BLC 26 :Ice Wind Load AZI 270) (Continued) V Member Label Direction Magnitude[Ib,Rb_ftJ Location[in,%] _ 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^ MP11 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 Ma nitude[Ib,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:\...\...\...\...1Structural\2022.02.03 -MA\Report\RISA\855861_loaded.r3d] Page 36 Company : Infinigy Engineering, PLLC Feb 9,2022 Designer : RF 7:02 PM . F, 1141 ' u Job Number : 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 27 :Ice Wind Load AZI 300) (Continued) Member Label Direction Magnitudeflb,lb-ftl Locationfin,%1 4 MP4 Z -4.55 102 5 MP1 X T_ 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 MPS 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:\...1...1...\...\Structura1\2022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 37 a Company : Infinigy Engineering,PLLC Feb 9,2022 4 in I r ii Designer : RF 7:02 PM '_ e '', Job Number 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 27 : Ice Wind Load AZ! 300) (Continued) _ Member Label Direction Magnitude[lb,lb-ftl Locationlin,%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 `A025 74 MP12 Z -2.18 %25 Member Point Loads (BLC 28 : Ice Wind Load AZ! 330) Member Label Direction Magnitude[Ib,lb-ft] Location[in,%] 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 `A025 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 "A325 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 I 35 39 MP7 X 1.24 50 RISA-3D Version 17.0.4 [K:\...1...\...\...\Structura112022.02.03-MA\Report\RISA\855861_loaded.r3d} Page 38 f - ............... .... ..rea...... aragar14 asuaaefu rf”,erg. . .,e ”israriti ru.u4PHHINGNYMI.NYIWImiiiAli.iifk/PNfHA.01.0{.44P 4.14...1.MklitHUeiPiik14,- Company : Infinigy Engineering, PLLC Feb 9,2022 II I RISA Designer : RF 7:02 PM Job Number 1039-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 28 : Ice Wind Load AZI 330) (Continued) Member Label Direction Magnitudeflb,lb-ftl Locationfin,%1 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 MPS 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 MP11 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 Magnitude[Ib,lb-ft] Location[in,%1 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:1...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_loaded.r3d1 Page 39 T Company : Infinigy Engineering, PLLC Feb 9,2022 II,RI5IA ollumber 1 3F 9-Z0001-B Checked By: Model Name : 855861 Member Point Loads (BLC 31 : Seismic Load Z) (Continued) Member Label Direction Maginitude[Ib,lb-ft] Location[in,%1 _ 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 MP8 Z -67.47 %25 _ 25 MP8 Z -80.092 %25 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 i 37 MP12 Z -80.092 %25 Member Point Loads (BLC 32 : Seismic Load X) Member Label Direction Magnitudejlb,lb-ftj Location[n,%] _ 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 M P 11 X -51.49 50 33 MP11 X -51.49 80 _ 34 MP9 X -72.66 %25 RISA-3D Version 17.0.4 [K:\...\...\...1...\Structural\2022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 40 w : Infinigy Engineering, PLLC Feb 9,2022 ICompany 'RI A Designer : RF 7:02 PM umber 1039-Z0001-B Checked By: Model Name 855861 Member Point Loads (BLC 32 : Seismic Load X) (Continued) Member Label Direction Ma nitudetlb,lb-ft] 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 Magnitudellb/ft,....End Magnitude[Ib/ft,F... Start Locationtin,%1 End Location[in,%) 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 M16B 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 81 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:\...\...\...\...\Structural\2022.02.03 -MA\Report\RISA\855861_loaded.r3d] Page 41 ... .....,. .....»a .see axrx , ,..uwixvtl i ..Wee. . ., a..n,i eu i iiaftidil&Ji au+i iaFthHrNiii.eliiilrsi it HlsliisititNiaNltrfHiiNit[ iresiiee r. Company : Infinigy Engineering, PLLC Feb 9,2022 IIIIRISA D b Number 1 3F 7:02 PM 9-Z0001-B 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 Locationfh,%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 M79B 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 Company : Infinigy Engineering, PLLC Feb 9,2022 k 3 Designer : 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 M<Lgnitude1lblft....End Magnitude[Ib/ft,F... 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Wind Load X) (Continued) _ Member Label _. Direction Start Magnitudeflb/ft....End Magnitudeflb/ft,F... 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Company : Infinigy Engineering,PLLC Feb 9,2022 II ,RIS 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 Magnitudeflb/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 %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 Version 17.0.4 [K:\...\...\...\...\Structura112022.02.03-MA\Report\RISA\855861_Ioaded.r3d] Page 45 Company : Infinigy Engineering, PLLC Feb 9,2022 IRIS DesJob(Number : 11 39-Z0001-B Checked2 PM By: Model Name : 855861 7 - r Member Distributed Loads (BLC 16 : Ice Weight) (Continued) Member Label Direction Start Magnitude[Ib/ft,...End Magnitude[lb/ft,F... Start Location[in,%L End Location(in,%1_ { 63 M72A , Y -3.298 -3.298 _ 0 _ %100 1 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 M778 Y -3.298 -3.298 0 %100 _ 75 MP8 Y -8.065 -8.065 0 %100 76 M798 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 Direction Start Magnitudeflb/ft,...End Magnitude[Ib/ft.F... Start Locationjin,%1 End Locationjin,%] 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:\...\...\...\...\Structurai\2022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 46 - ..., .....,,,. ,.,. ,.,.. .weeµerr ., ,,.urMsrerrsuwasNeusewru. ,.. ,.0 euuawueaxe.uxsssaruurtrsreus.+asNsauntursw,r du.eruraarwvaasuxu.,,, Company : Infinigy Engineering, PLLC Feb 9,2022 IIRISA signermber : R10 39-Z0001-B 7:02 PM JDoeb Nu Checked By: Model Name : 855861 Member Distributed Loads (BLC 29 : Distr. Ice Wind Load Z) (Continued) Member Label Direction Start Ma•nitude lb/ft...End Ma•nitude lb/ft F... Start Location in% End Location[jn,%] 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 %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 ® 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 M59 SZ -7.537 -7.537 0 %100 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 m 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 ® M79 SZ 0 0 0 %100 ® 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 -7.537 0 %100 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03 -MA\Report\RISA\855861_loaded.r3d] Page 47 : Infinigy Engineering,PLLC Feb 9,2022 ICompany I RISA Designer : RF 7:02 PM Job Number 1039 Z0001-B Checked By: - Model Name : 855861 i 1 Member Distributed Loads (BLC 29 : Distr. ice Wind Load Z) (Continued) Member Label Direction Start MagnitudeLb/ft,...End Magnitudeflb/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 _ II 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 M80B SZ 0 0 0 %100 78 MP12 SZ -7.537 -7.537 _ 0 %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 Magnitudeflb/ft,...End Magnitude[lb/ft.F... Start Location[in,%1 End Loc- ion in 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 M16B SX 0 0 0 %100 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03 -MA\Report\RISA\855861_Ioaded.r3d] Page 48 : Infinigy Engineering, PLLC Feb 9,2022 ICompany I RMS ' 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 Magnitudeflb/ft,...End Magnitudeflb/ft,F... Start Locationfin,%t End Locationfin,%1 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 -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 _ 34 M63 SX 0 0 0 %100 _ 35 M64 SX 0 0 0 %100 36 M65 SX 0 0 _ 0 %100 _ 37 M66 SX 0 0 0 %100 38 B1 SX _ -7.537 -7.537 0 I %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 51 M78 SX 0 0 _ 0 %100 _ 52 M79 SX 0 0 _ 0 %100 53 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 -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 SX -7.537 -7.537 0 %100 _ 69 M78A SX -7.537 -7.537 _ 0 %100 _ 70 M79A SX -7.537 -7.537 _ 0 %100 71 M80A SX 0 0 0 %100 _ 72 M81A _ SX 0 0 _ 0 %100 RISA-3D Version 17.0.4 [K:\...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_loaded.r3d1 Page 49 Company : Infinigy Engineering, PLLC Feb 9,2022 'IRIS' Desig : 7:02 PM Job N umber ner : RF 1039 Z0001-B Checked By: Model Name : 855861 Member Distributed Loads (BLC 30 : Distr. Ice Wind Load X) (Continued) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[Ib/ft,F._. Start Location[in,%1 End Location[in,%1 73 M766 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 M101 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 Maonitudellb/ft,...End MagnitudeJjb/ft,F,, tart Location[in,%l_ End Location[in,%1_ 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 M13 Y -.255 -6.178 0 8.28 RISA-3D Version 17.0.4 [K:\...1...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_Ioaded.r3d] Page 50 : 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 46 : BLC 1 Transient Area Loads) (Continued) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[in,%J End Location[in,%1_ 21 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 H 1 Y -3.709 -5.414 0 28.8 34 H1 Y -5.414 -3.81 _ 28.8 57.6 35 H 1 Y -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 _ 52 H3 Y -5.414 -3.917 - 28.8 57.6 53 H3 Y -3.917 -3.917 57.6 86.4 54 H3 Y -3.917 -5.414 86.4 115.2 J 55 H3 Y -5.414 -3.709 115.2 144 Member Distributed Loads (BLC 47: BLC 16 Transient Area Loads) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... Start Location[in,%J , End Location[in.%]_ 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 -6.619 -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:\...\...\...\...\Structural\2022.02.03-MA\Report\RISA\855861_loaded.r3d] Page 51 ICompany'�� : Infinigy Engineering,PLLC Feb 9,2022 Designer : 7:02 PM Job Number • RF: 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 Magnitude[Ib/ft,F._. Start Locationtin,%1 End Locationjin,%]_ 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 Hi 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 i 24.84 _ 46 M14 Y -29.103 -13.253 24.84 33.12 j 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 AZIO Yes Y 1 1.2 2 1 14 1 15 3 1.2DL+ 1WL AZ1 30 Yes Y 1 ,1.2 3 1 14 .866 15 .5 4 1.2DL+ 1WL AZI 60 Yes Y 1 1.2 4 1 14 .5 15 .866 5 1.2DL+ 1WL AZI 90 Yes Y 1 1.2 5 1 14 15 1 6 1.2DL. + 1WL 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-.86615 .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-.86615 -.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 ' Company : Infinigy Engineering, PLLC Feb 9,2022 IRISA Designer : 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 AZ160 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-.866 15 .5 20 0.9DL. + 1WL AZI 180 Yes Y 1 .9 8 1 14 -1 .15 21 0.9DL. + 1WL AZI 210 Yes y 1 .9 9 1 14-.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 30Yes Y 1 1.2 16 1 18 1 29 .866 30 .5 29 1.2D+ 1,0Di+1.0Wi AZI 60Yes 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,OWi AZI...Yes Y 1 1.2 16 1 21 1 29 -.5 30 .866 32 1,2D+ 1.0Di+1.OWi AZI...Yes Y 1 1.2 16 1 22 1 29-.866 30 .5 33 ,1.2D+ 1.0Di+1.OWi AZI...Yes Y 1 1.2 16 1 23 1 29 -1 30 34 1.2D+ 1.0Di+1,OWi AZI...Yes Y 1 1.2 16 1 24 1 29-.866 30 -.5 35 1.2D+ 1.0Di+1,OWi 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.OWi 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 I 50 (1.2+0.2Sds)DL+ 1,0E... 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E187.. 187..Sel 29 HR1 PIPE_- .308 69 9 .242 132.25 -©REI507.. 359.. 359.. 1.6.. 30 M16 C6X8.2 .308 40.5 9 .181 20.672 `1' 8 gegingla139.. 1.6.211 31 HR2 PIPE . .305 69 5 .307 5.75 10Mg507.. 359.. 359.. 1.6..EN EMI M18 C6X8.2 .295 0 5 .170 20.25 IM'®gsgiggli21 O.. 139..®ng 33 HR3 PIPE_.. .289 7.187 6 .314 5.75 - 6 BM507.. 359.. 359.. 1.9.. 34 M77 PIPE_.. .283 17.5 82 .073 17.5 43 smog 187.. 187..gra 35 MPS PIPE_ . .276 41.25 4 .031 42.5 _13983..01187.. 187.. 2.0.. 36 MP9 PIPE ... .276 41.25 12 .032 42.5 _®983.Ism 187. 187.. 37 M75 PIPE_.. .269 22 78 .100 0 �47 308.. 187.. 187..g� 38 M79A PIPE_. .265 17.5 134 .067 17.5 _®EIM!187.. 187..M ® 39 M70A PIPE_.. .265 17.5 114 .064 17.5 _© enagig187.. 187.. 1.4.. 40 M78A PIPE . .258 22 126 .084 0 4 308..En187.. 187..SIM 41 M58A L3X3X4 .257 8 3 .206 8 `Ia©461..466.. 168..w ® 42 M69 PIPE .. .256 22 118 .104 0 _go308..01187.. 187..®® 43 M73 PIPE_... .236 0 106 .247 0 _m318..€91187.. 187..®on 44 M83 PIPE_.. .232 0 162 .198 0 44 318..EU187.. 187..®El 45 M92 PIPE_.. .228 0 182 .193 0 9 318..01 18 .. 187..®MI 46 M84 PIPE__ .156 0 2 .166 0 m318..BM 187., 187..®® 47 M74 PIPE_... .151 0 11 .171 0 m318..ESM187.. 187..®EN 48 M93 PIPE_.. .149 0 10 .169 0 9 318..Eln187.. 187..® E 49 M94 PIPE_.. .137 52.5 9 .038 52.5 9 sums 181.. 187.. 1.9..� 50 M76 PIPE_... .136 52.5 10 .050 52,5 �m��187.. 187..®EM 51 M85 PIPE_... .133 52.5 13 .041 52.5 _mum 187.. 187..® ® MP3 PIPE_ . .098 18.813 8 .024 81.521 _mnielEM187.. 187.. 1.6.. 53 MP7 PIPE ... .077 18.813 4 .020 81.521 _©gnogn187.. 187.. 2.04 54 MP11 PIPE_.. .077 18.813 12 .018 81.521 _46 WEB 187.. 187.. 2.0.lag MI B1 PIPE_.. .019 0 24 .142 43 9 Bum 187.. 187..®gm 56 B3 PIPE_•.. .016 21.5 35 .140 43 _©Egagen187.. 187..®H1.. 57 B2 PIPE_... .016 0 20 .139 0 _mlleaBill187.. 187..®H1... RISA-3D Version 17.0.4 [K:\...\...\...\...\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 APPENDIX D ADDITIONAL CALCUATIONS ENG-FRM-10208,Rev. 8 Member Information FROM ZERO TO INFINIGY J nodes of M16,M17,M18 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 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 Lr Ii Bolt Type: Bolt - Bolt Diameter: 0.625 in Bolt Grade: A325 - #of Bolts: 5 - Threads Excluded? No - 'Worst case bolt loads correspond to toad combination#5 on member M17 in RISA- 3D,which causes the maximum demand on the bolts. NrmrrmmW February 9, 2022 12.0 ft Platform Mount Analysis Report CCI BU No 855861 Order 569625, Revision 0 Page 10 APPENDIX E MOUNT MODIFICATION DESIGN DRAWINGS (MDD)/SUPPLEMENTAL DRAWINGS ENG-FRM-10208,Rev. 8 • I 1 1 PARTS LIST ITEM CRY PART NO. PART DESCRIPTION LENGTH UNIT WF. NET WT. 1 1 S-PM1 PM1 STANDOFF MOUNT WELDMENT 43.30 43.30 Rip ri I I • 1a • I TOLERANCE NOTES 'DESCRIPTION ------` SITE Fm�, IN : TOLERANCES ON DIMENSIONS.UNLESS OTHERWISE NOTED ARE: 1'PANEL -D^ I E^9�wc0M SAWED,SHEARED AND OAR CUT EDGES(00.0,90% STAND-OFF MOUNT c"—' l sowortrum� DRILLED AND GAS CUT HOLES(00.0907-NO CONING OF HOLES 1.888-T53-1M8 gtl LASER CUT EDGES AND HOLES/200f0%-NO CONING OF HOLES AVMmoN�TJ>rBI DeeA TN BENDS AND ANGLES ARE 3114 DEGREE '— / \ r w. ALL OTHER MACHINING 40.030% CPO NND. PRAWN DV ENG.APPROVAL PART NO. _ ALL OTHER ASSEMBLY 00.060% CEK 8/9/2019 PM1 CLASS SOB DRAWING DSAGE CHECKED BY DWG NO it i1 "°W7.-..^O....D"V^TME Ta 81 02 CUSTOMER BMC 8/21/2019 PM1 PARTS LIST ITEM OTT PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. 1 1 X-PM2 PM2 STANDOFF MOUNT WELDMENT 61.04 51.04 •� /VD AV TOLERANCE NOTES ED S RIPTION r YY( srr „;ate TOLERANCES ON DIMENSIONS,UNLESS OTHERWISE NOTED ARE: 2'PANEL +V 1 E,rynwNnp P11n1,G°Y SAWED.SHEARED AND OAS CUT EDGES/10.090% STAND-OFF MOUNT `� .RPRCA.CA. WYmu,N~M Co DRILLED AND GAS CUT HOLES(10.0303-NO CONING OF HOLES 1.888-T63.941R S LASER CUT EDGES AND HOLES(10.O10%-NO CONING OF HOLES Oslisc TX ♦YDIRIDM mawBENDS AND ANGLES AREA 112 DEGREE romw.PL ALL OTHER MACHINING/10.030% CPO NO. DRAWN BY r NG APPROVAL PART NO. ALL OTHER ASSEMBLY/40.000% CE/( 8/9/2019 PM2 CLASS SUS DRAWING OSAGE CHECKED BY DWG.NO. *11 ,wKwTNHNnwsP...„�, v.............�TML 1TM 81 02 CUSTOMER BMC 8/21/2019 PM2