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Bu7c9,1-0,)1-0 OFFICE COPY IOigrccie Date: March 17, 2021 RECEIVED = B+T GRP ui.. ' - I32i B+T Group CITY OF TIGAAL 1717 S. Boulder, Suite 300 BUILDING DIVISION Tulsa, OK 74119 (918) 587-4630 Subject: Structural Analysis Report Carrier Designation: Verizon Wireless Co-Locate Site Number: 163006 Site Name: Cascade- Por Cascade Alt 1 Crown Collo Crown Castle Designation: BU Number: 874140 Site Name: Progress JDE Job Number: 631171 Work Order Number: 1934193 Order Number: 540579 Rev. 2 Engineering Firm Designation: B+T Group Project Number: 78875.013.01 Site Data: 10185 SW Beaverton Tigard Hwy,Tigard,Washington County, OR Latitude 45°26'47.5", Longitude-122°47'0.54" 116.084 Foot-Monopole Tower B+T Group is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC5: Proposed Equipment Configuration Sufficient Capacity 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. Structural analysis prepared by: Umesh Shrestha, P.E. Respectfully submitted by: B+T Engineering, Inc. 031124* o(;, PR Pk. N �f,IN Fly S1 4 90767PE 'r OREGON ''bb 0.?fp8:2Qt $1/4 "`-'e 5) 1 /Z , Exolres: 6 30'2021 John W. Kelly, P.E., S.E. tnxTower Report-version 8.0.7.5 March 17, 2021 116,084 Ft Monopole Tower Structural Analysis CCI BU No 874140 Project Number 78875.013.01, Order 540579, Revision 2 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration Table 2-Other Considered Equipment 3)ANALYSIS PROCEDURE Table 3- Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 4-Section Capacity (Summary) Table 5—Tower Component Stresses vs. Capacity 4.1) Recommendations Table 6—Proposed Equipment Tilt-Sway Results 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 8.0.7.5 March 17, 2021 116.084 Ft Monopole Tower Structural Analysis CCI SU No 874140 Project Number 78875.013.01, Order 540579, Revision 2 Page 3 1) INTRODUCTION This tower is a 116.084 ft. Monopole tower designed by Valmont. The tower has been modified multiple times to accommodate additional loading. 2)ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 97 mph Exposure Category: C Topographic Factor: 1 Ice Thickness: 1.5 in Wind Speed with Ice: 30 mph Seismic Ss: 0.8620 Seismic S1: 0.397 Service Wind Speed: 60 mph Table 1 -Proposed Equipment Configuration Center Number Number Feed Mounting Line Antenna Line of Antenna Model of Feed Level (ft) Elevation Antennas Manufacturer Lines Size (ft) (in) 4 Raycap TME-RCMDC-3315-PF-48 76.0 76.0 -- -- 4 — Side Arm Mount[SO 102-1] 76.0 4 Ericsson RRUS 32 B2 4 Ericsson RRUS 32 B66 4 Ericsson 4449 75.0 3 Ericsson STREETMACRO 6701 4 1-1/4 75.0 8 Jma Wireless MX06FRO840-02 1 2 1 Raycap RVZDC-6627-PF-48 1 -- Platform Mount[LP 1304-1_HR-1] 3 Vzw Sub6 Antenna 1 Radiowaves SP1-5.2 65.0 65.0 2 Alcatel Lucent 95MPR11-C128F40-220 4 1/2 1 — Pipe Mount[PM 601-1] Table 2 -Other Considered Equipment Center Number Number Feed Mounting Line Antenna Line of Antenna Model of Feed Level (ft) Elevation Manufacturer Size (ft) Antennas Lines (in) 117.0 1 Axxcelera AB-ACCESS 114.0 115.0 3 Kmw Comm. HB-X-ID-19-65-00T 6 1-5/8 1 3/8 114.0 1 -- Pipe Mount[PM 602-3] 110.0 110.0 1 -- Pipe Mount[PM 602-1] -- -- 3 Andrew TMBXX-6516-A2M i 1 Commscope HCS 2.0 1 1-3/5 97.0 100.0 1 1-1/2 3 Nokia AEHC 6 7/8 3 Nokia AHFIG tnxTower Report-version 8.0.7.5 March 17, 2021 116.084 Ft Monopole Tower Structural Analysis CC!BU No 874140 Project Number 78875.013.01, Order 540579, Revision 2 Page 4 Center Number Number Feed Mounting Line Antenna Line of Antenna Model of Feed Level (ft) Elevation Antennas Manufacturer Lines Size (ft) (in) 1 Raycap RNSDC-7771-PF-48 3 Commscope FFHH-65C-R3 98.0 3 Nokia AHLOA 97.0 1 -- Platform Mount[LP 303-1_HR-1] 85.0 85.0 1 -- T-Arm Mount(TA 702-3] -- -- 1 Sigfox CAVITY FILTER 47.0 50.0 1 Sigfox CXL 900-3LW 1 1/2 1 Sigfox LNA 47.0 1 -- Side Arm Mount[SO 305-1] 3) ANALYSIS PROCEDURE Table 3-Documents Provided Document Reference Source Tower Manufacturer Drawing 1353528 CCI Sites Tower Modification Drawing 2248976 CCI Sites Post Modification Inspection 1956214 CCI Sites Tower Modification Drawing 5629547 CCI Sites Post Modification Inspection 5885121 CCI Sites Foundation Drawing 1354428 CCI Sites Geotech Report 1353413 CCI Sites Crown CAD Package Date: 03/09/2021 CCI Sites 3.1) Analysis Method tnxTower (version 8.0.7.5), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the TIA-222 standard. tnxTower was used to determine the loads on the modified structure. Additional calculations were performed to determine the stresses in the pole and in the reinforcing elements. These calculations are presented in Appendix C. 3.2) Assumptions 1) The tower and structures were maintained in accordance with the-TIA-222 standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. B+T Group should be notified to determine the effect on the structural integrity of the tower. tnxTower Report-version 8.0.7.5 March 17, 2021 115.084 Ft Monopole Tower Structural Analysis CCI BU No 874140 Project Number 78875.013.01, Order 540579, Revision 2 Page 5 4)ANALYSIS RESULTS Table 4 -Section Capacity(Summary) Section Elevation(ft) Component Size Critical P(K) SF*P_allow Pass/Fail No. Type Element (K) Capacity L1 116.08-111.08 Pole TP12.16x11.26x0.188 1 -0.576 - 1.8% Pass L2 111.08-106.08 Pole TP13.06x12.16x0.188 2 -0.855 - 4.2% Pass L3 106.08-101.08 Pole TP13.96x13.06x0.188 3 -1.035 - 6,6% Pass L4 101.08-100.08 Pole TP14.14x13.96x0.188 4 -1.073 - 7.1% Pass L5 100.08-95.08 Pole TP15.039x14.14x0.219 5 -5.052 - 12.2% Pass L6 95.08-90.08 Pole TP15.939x15.039x0.219 6 -5.310 - 18.5% Pass L7 90.08-85.08 Pole TP16.838x15.939x0.219 7 -5.587 - 23.8% Pass L8 85.08-80.08 Pole TP17.738x16.838x0.219 8 -6.507 - 28.8% Pass L9 80.08-75.08 Pole TP18.637x17.738x0.219 9 -7.015 -- 33.3% Pass L10 75.08-70.08 Pole TP19.537x18.637x0.219 10 -13.296 - 43.5% Pass L11 70.08-67.6 Pole TP19.983x19.537x0.219 11 -13.496 - 47.6% Pass L12 67.6-67.35 Pole+Reinf. TP20.028x19.983x0.694 12 -13.547 - 24.8% Pass L13 67.35-62.35 Pole+Reinf. TP20.927x20.028x0.669 13 -14.535 - 29.2% Pass L14 62.35-57.35 Pole+Reinf. TP21.827x20.927x0.644 14 -15.435 - 33.4% Pass L15 57.35-55 Pole+Reinf. TP22.94x21.827x0.631 15 -15.867 - 35.2% Pass L16 55-50 Pole+Reinf. TP22.712x21.813x0.694 16 -17.490 - 36.2% Pass L17 50-45 Pole+Reinf. TP23.611x22.712x0.669 17 -18.659 - 39.3% Pass L18 45-40 Pole+Reinf. TP24.509x23.611x0.656 18 -19.708 - 42.2% Pass L19 40-35 Pole+Reinf. TP25.408x24.509x0.631 19 -20.778 - 44.8% Pass L20 35-32.27 Pole+Reinf. TP25.899x25.408x0.631 20 -21.371 - 46.2% Pass L21 32.27-32.02 Pole+Reinf. TP25.944x25.899x0.756 21 -21.439 - 38.1% Pass L22 32.02-27.02 Pole+Reinf. TP26.843x25.944x0.744 22 -22.701 - 40.1% Pass L23 27.02-22.02 Pole+Reinf. TP27.742x26.843x0.719 23 -23.985 - 42.1% Pass L24 22.02-17.02 Pole+Reinf. TP28.64x27.742x0.706 24 -25.289 - 43.8% Pass L25 17.02-12.02 Pole+Reinf. TP29.539x28.64x0.694 25 -26.611 - 45.5% Pass L26 12.02-7.02 Pole+Reinf. TP30.438x29.539x0.669 26 -27.953 - 47.0% Pass L27 7.02-2.02 Pole+Reinf. TP31.337x30.438x0.656 27 -29.314 - 48.5% Pass L28 2.02-0 Pole+Reinf. TP31.7x31.337x0.656 28 -29.871 - 49.1% Pass Summary Pole(L28) 49.1% Pass Rating= 49.1% Pass Table 5-Tower Component Stresses vs. Capacity-LC5 Notes Component Elevation (ft) % Capacity Pass/Fail 1,2 Flange Connection 100 5.8 Pass 1,2 Anchor Rods Base 44.8 Pass 1,2 Base Plate Base 32.0 Pass 1,2 Base Foundation (Structural) Base 37.2 Pass 1,2 Base Foundation (Soil Interaction) Base 59.1 Pass Structure Rating (max from all components) = 59.1% Notes: 1) See additional documentation in"Appendix C-Additional Calculations"for calculations supporting the%capacity consumed. 2) Rating per TIA-222-H Section 15.5 tnxTower Report-version 8.0.7.5 March 17, 2021 116.084 Ft Monopole Tower Structural Analysis CCI BU No 874140 Project Number 78875.013.01, Order 540579, Revision 2 Page 6 4.1) Recommendations The tower and its foundations have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. The results of the tilt and twist values for a 60 mph 3-second gust service wind speed per the TIA- 222-H Standard are given below Table 6—Proposed Equipment Tilt-Sway Results for 60 mph Service Wind —LC5 Elevation Dish Model Diameter Tilt Twist (ft) (ft) 65.0 SP1-5.2 1.0 0.808 0.003 tnxTower Report-version 8.0.7.5 APPENDIX A TNXTOWER OUTPUT 116.1 n, ., 0 m MATERIAL STRENGTH di S o 7 o = GRADE Fy I Fu GRADE Fy Fu 111.1 n_ A572-65 55 k,i -.80 kai • N 0 m 1 - I o " ,4 TOWER DESIGN NOTES 10s.1fl -- - --- - 1. Tower is located in Washington County,Oregon. M 8 n F. 8 § '', a '°' 2. Tower designed for Exposure C to the TIA-222-H Standard. " 05 " I ! 3. Tower designed for a 97 mph basic wind in accordance with the TIA-222-H Standard. .. . -- 1m.1 s 4. Tower is also designed for a 30 mph basic wind with 1.50 in ice.Ice is considered to increase mI, I in thickness with height. 8. 3 N e ■ 1 5. Deflections are based upon a 60 mph wind. 96.1 ft 6. Tower Risk Category II. m „ 7. Topographic Category 1 with Crest Height of 0.000 ft ., 'g ° m o 8. TIA-222-H Annex S • o - `� 90.1 n 9. TOWER RATING:49.1% o n N Vi N O 2 o B5.1 n N m N 0 o 9 80.1 0 m § N N 'El I l I 1 • o : coIIllNIIIIiiI "A 9 $ A '',1 M I" 76.1 n ..• Im w . . s i 67.6 n I I,i N n tIN 1, i 0. m ,a1 I1 N 0 N R. Id J 62411 yy n a 3 ' n 1 o O• c ' g, 57Afl u u II II gg • d .2.,i 7.. .��i v ^ 51.2 fl. 9 Ill1 m a 50.0fi o `- i O ry '• 82 v- 0 p 'n 0 N 2 O 45.6 fl ?_ O v. ?; b , p O 2 R. 40.0 ft O " E. H O m O P N o 35.e a III• n rmp 1 ry M.',ar1� :, 4 ..- 323ft III, gi O N III, a„ a III ALL REACTIONS I ',I ! z7:o n_ II ARE FACTORED v,O r 11 2 iV r. e0 C. HI! AXIAL di e g 22.ort li �! 55 K .__ 11 R. • R- o SHEAR MOMENT 17.0 n { 2 K L. 'y 149 kip-ft • $ = f, ''° j' TORQUE 0 kip-ft 12.0 ft : ' 30 mph WIND-1.500 in ICE ,v o . 8 a 1 a II' IF AXIAL O o it 9; • � 7.0a --i 30K 8R .0; I I iI SHEAR MOMENT v. II p f002kipd2.on 8 8 m f 00 �1�A 14K „ . o 7 o . n .L TORQUE 2 kip-ft y _ REACTIONS-97 mph WINO • v G q J Y N b E 4 b o a i o e u c u -. - B+T Group pro 78.875.013.01-Progress,OR(BU#87414( �� 1717 S. Boulder, Suite 300 PngeCl _ ®-T Tulsa, OK 74119 Clertl Crown Castle D1fNe by'Vinayak AP"' Phone:(918)587-4630 code: o.1e' - beab: NTS TU1422-H 03/15121 FAX:(918)587-4630 Palk: , - .,. _y..-_ _ Qe'9 No.EA TIA-222-H -97 mph/30 mph 1.500 in Ice Exposure C Maximum Values Vx Vz Mx Mz Global Mast Shear(K) Global Mast Moment (kip-ft) 0 5 10 15 0 500 1000 116.084 116.084 '111.084 108.084. I _.. a. .. 196.084 , 101.0 , _L.. . 101.084 95.0 --1 _.1._._ Ll :::: 85.0 1 --,. -1 , . . . _ 85,084 80.084; 75.084 75.084 70.084 \_ e82.354 $2.354 C 0 '40 57.354 I _ 7,351 I 50 d W 51.167 ` ...._ \ _51.187 45. _ �. 45.000 40. 1 40,000 , 36. 35.000 32.27 1 _____ _.__ _ 32.270 27.020 1 22.020 I ;. 22020 17.026 '�. 17.020 12020 7.020, 7.620 , 2.026. I li i 12.020 1a - 0.006 , poop _--_ 0 5 10 15 0 500 1000 lob: B+T Group 78875.013.01-Progress,OR(81i8 87414( j=' 1717 S. Boulder, Suite 300!r0 - _ °Nem'crownCas ®•i �>1��' Tulsa, OK74119 fe 0rxinhyVinayak AP": _ Phone:(918)587-4630 code`TIA-222-H Da"'03/15/21 ''k' NTS FAX:(918)587-4630 Path_ ,, _ Dwg 1'1°'E-4 TIA-222-H -Service - 60 mph Maximum Values Deflection (in) Tilt (deg) Twist(deg) 0 5 10 15 20 0 0,5 1 1.5 0 005 0.1 116.084 i.._ 116.084 111.0e4 _ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111.084 r ,_ r. -r- r-_ __L__I_.1_1.... _..I...-I--1_t_. _.I_-1_. I. tt.. -I-_Y_. 1 _1_. _ .._. 1 J - 1 '„ I I ! I I I I I I I I 106.084 _I, � . � i. I I_ I1 . ! I I I _II_ I 106.084 I II I I I I I I I I I I I I I I I I I I I I I I I 101.084 L ;_ _ ! y_, 101.084 I I 1 i I I I I I I I I I I I I I I I I I I I 95.0B4 _ I , _ J_1_y_L_.-_I y J. . _I I L--___ __1-_1--.I-_y ....95.0% 85.084 _ ' I_11.. L_ _ .I_ I_1_1_._ _I..J_1_L_ ___I__1__L-__I_____1 _ .I 1L .054 I I I I 80.054 I I I I I I I 1 1 I 1 I I I I ._. . .084 I I I I I I I I I I I I I I I I I I 75.084 _.� I 1 I I iI II I I 5.084 --1 1 I 1 I I I I I I I I I I I 1 I 11 I I I I I I I I 70.084 _ _.- -_1_-i--I +_ --I_ _! Y.. 1- I__ -.1__i_ I- I._.A l .._I__ Y } i70.084 67304 , ' ._ I_.I_ I .L.. „..I_ II I _._ I II I_.. 1 _ I I 1 6z6w 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 62.354 354 C I I I I I I I I I / 1 I I I I I I M I I I i I I7.351 57.354 ld � f _II I I I I I I I II W 51.187 i I I I I _._ Y_. i----- •1.167 I I I I I I I I I I I I I I I I I I.. i. I. }- }_. __I-H-+-}_ __i__h... ..1_- . __}__I__-i__t__ _.00D I I I I 1 I I 1 I I I I I I I I I I 40.000 ' i i I I II I I I I I ,,000 I 1 I I I 1 I I I 1 I I I I I I I 35.000 - _' � ._I- _I.. 1-1 --- -.I-I-J.. I- 1--I--I. - I I I I --4.- -I_-J.--1 `5,000 32.270 1 I I 1 1 I I I I I I I I I I I I , .270 i ' L.._.. I Ii ..."-"1-__I.. i.. (... -'I-_. I 1 I 1 1 I I I I 1 I 1 1 I I I I I I I 27.020 : - _... _.. __ -___I I 1 - J_ I 1 I I_ _ _ _..I 1. I 1 I I I 1 I I i I I I I I I 7 I I I 22 020 I I I I I ! I I I I I I i I I ri'020 _ . . _.,_ -_I.-1- -t-__I..1._1 .. I I I 11 I I I I I I I I i I I I 1 I I I i I I 7.020 I I I I 12.020 }-_-L---_.. I --I - I--. I. 2.020 1I/ I 1 I I 1 1 I I I I I I 1 I 1 1 I p I 1 I i I I I 1 I 1 1 I I I I I I I 7.020 / =020 1 !I I I I 1 I I I 1 I I I I I I 2.020 _1__I_ 1 L_. _I.. I_1_L._ .._1_J_11._ II_. L_ 1 .--1.._J 1.-_'-020 0.000 ti ;-,_ :._s _i _ i__. I I I I I I I 11_L,..1-_ '.000 0 5 10 15 20 0 0.5 1 1.5 0 0.05 0.1 Job: B+T Group 78875.013.01-Progress,OR(BM874141 1717 S. Boulder, Suite 300 Pto«t: a.T can": Crown Castle DmmbY:vnayak API":Tulsa, OK 74119 Phone:(918)587-4630 coda: TIA-222-H Dr.'03/15/21 sae: Nis FAX:(918)587-4630 Path. MDw8 No.E-5 Feed Line Distribution Chart 0' - 116'1" Round Flat App In Face App Out Face Truss Leg Face A Face B Face C 116984_ „5 664 114.000 114.000 111.081 11141184 106.064 - _.. _ 101.084 :101.084 97.000 __. 97.000 • 85.064:. _._._ 195.084 80.084. ::90.084 80.084 76.084 75.000 75.000 .75.084 70.084 70.000 -.. ___ 70.000 70.084 67.6041 _.. 65.000 65.000 e. 62.394. - - _'-- -- --- 62.364 o rg g w, 57.3540_ v _ .. -_ _-__ 57.354 LL Y. Y. u. ! v 9 9 A 51.787 IL i n .- Z �'h c 47.000 47.000 1 45000 • ""- - _- ----. - _.- --- _ -- -. - _- __ 45.000 S II. o '� � �z a F 40.000 35.0001 35.000 _. 36.000.._ Y a. i _... 35.000 • 32270 • -- _ 4 'r5' f u 32.270 V ; 27.0201 22.0201. 22.020 a u U. E E LL tq 17.020 - cq - N - -- - - - 17.020 N N ' N 12.020 - 12.020 7.020 I7.020 • 2.020 ..... --"- 2.020 0.000 B+T Group Job:78875.013.01-Progress, OR(BU#87414( p 1717 S. Boulder, Suite 300 Prel°"' ._ Tulsa, OK 74119 Client.Crown Castle Drawn M V1nayak ny9'd: Phone:(918)587-4630 Code. TIA'222-H Di1e'03/15/21 Sca1e= NTS FAX:(918)587 4630 P°th:_ .. ...... .. -DW9 NO.E_7 tnxTower Job Page 78875.013.01 -Progress, OR (BU# 874140) 1 of 36 B+T Group Project Date 1717S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)587-4630 Vinayak Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower is located in Washington County,Oregon. Tower base elevation above sea level: 181.000 ft. Basic wind speed of 97 mph. Risk Category II. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height: 0.000 ft. Nominal ice thickness of 1.500 in. Ice thickness is considered to increase with height. Ice density of 56.000 pcf. A wind speed of 30 mph is used in combination with ice. Temperature drop of 50.000°F. Deflections calculated using a wind speed of 60 mph. TIA-222-H Annex S. TOWER RATING:49.1%. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1.05. Tower analysis based on target reliabilities in accordance with Annex S. Load Modification Factors used:Ke,(Fw)=0.95,Ke(ti)=0.85. Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Diagonals '/ Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification 4 Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Code Stress Ratios Use Clear Spans For KL/r All Leg Panels Have Same Allowable d Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice / Bypass Mast Stability Checks '/ Consider Feed Line Torque Always Use Max Kz / Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile '/ Project Wind Area of Appurt. Use TIA-222-H Bracing Resist.Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC.6D+W Combination Poles Secondary Horizontal Braces Leg Sort Capacity Reports By Component -/ Include Shear-Torsion Interaction Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KL/ry For 60 Deg.Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known Job Page tnxTower 78875.013.01 - Progress, OR (BU# 874140) 2 of 36 B+T Group Project Date 1717S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)587-4630 Vlnayak Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft jt fi Stdes in in in in LI 116.084-111.08 5.000 0.000 12 11.260 12.160 0.188 0.750 A572-65 4 (65 ksi) L2 111.084-106.08 5.000 0.000 12 12.160 13.060 0.188 0.750 A572-65 4 (65 ksi) L3 106.084-101.08 5.000 0.000 12 13.060 13.960 0.188 0.750 A572-65 4 (65 ksi) L4 101.084-100.08 1.000 0.000 12 13.960 14.140 0.188 0.750 A572-65 4 (65 ksi) L5 100.084-95.084 5.000 0.000 12 14.140 15.039 0.219 0.875 A572-65 (65 ksi) L6 95.084-90.084 5.000 0.000 12 15.039 15.939 0.219 0.875 A572-65 (65 ksi) L7 90.084-85.084 5.000 0.000 12 15.939 16.838 0.219 0.875 A572-65 (65 ksi) L8 85.084-80.084 5.000 0.000 12 16.838 17.738 0.219 0.875 A572-65 (65 ksi) L9 80.084-75.084 5.000 0.000 12 17.738 18.637 0.219 0.875 A572-65 (65 ksi) L10 75.084-70.084 5.000 0.000 12 18.637 19.537 0.219 0.875 A572-65 (65 ksi) L11 70.084-67.604 2.480 0.000 12 19.537 19.983 0.219 0.875 A572-65 (65 ksi) L12 67.604-67.354 0.250 0.000 12 19.983 20.028 0.694 2.775 A572-65 (65 ksi) L13 67.354-62.354 5.000 0.000 12 20.028 20.927 0.669 2.675 A572-65 (65 ksi) L14 62.354-57.354 5.000 0.000 12 20.927 21.827 0.644 2.575 A572-65 (65 ksi) L15 57.354-51.167 6.187 3.833 12 21.827 22.940 0.631 2.525 A572-65 (65 ksi) L16 51.167-50.000 5.000 0.000 12 21.813 22.712 0.694 2.775 A572-65 (65 ksi) L17 50.000-45.000 5.000 0.000 12 22.712 23.611 0.669 2.675 A572-65 (65 ksi) L18 45.000-40.000 5.000 0.000 12 23.611 24.509 0.656 2.625 A572-65 (65 ksi) L19 40.000-35.000 5.000 0.000 12 24.509 25.408 0.631 2.525 A572-65 (65 ksi) L20 35.000-32.270 2.730 0.000 12 25.408 25.899 0.631 2.525 A572-65 (65 ksi) L21 32.270-32.020 0.250 0.000 12 25.899 25.944 0.756 3.025 A572-65 (65 ksi) L22 32.020-27.020 5.000 0.000 12 25.944 26.843 0.744 2.975 A572-65 (65 ksi) L23 27.020-22.020 5.000 0.000 12 26.843 27.742 0.719 2.875 A572-65 (65 ksi) L24 22.020-17.020 5.000 0.000 12 27.742 28.640 0.706 2.825 A572-65 (65 ksi) L25 17.020-12.020 5.000 0.000 12 28.640 29.539 0.694 2.775 A572-65 (65 ksi) L26 12.020-7.020 5.000 0.000 12 29.539 30.438 0.669 2.675 A572-65 (65 ksi) L27 7.020-2.020 5.000 0.000 12 30.438 31.337 0.656 2.625 A572-65 (65 ksi) L28 2.020-0.000 2.020 12 31.337 31.700 0.656 2.625 A572-65 (65 ksi) tnxTower Job Page 78875.013.01 - Progress, OR (BU# 874140) 3 of 36 B+T Group Project Date 1717 S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)587-4630 Vina yak Tapered Pole Properties Section Tip Dia. ,Irea I r C PC J It/Q w wit in in` in' in in in in' ina in LI 11.591 6.685 104.612 3.964 5.833 17.935 211.972 3.290 2.515 13.414 12.523 7.228 132.251 4.286 6.299 20.996 267.976 3.558 2.756 14.701 L2 12.523 7.228 132.251 4.286 6.299 20.996 267.976 3.558 2.756 14.701 13.455 7.772 164.373 4.608 6.765 24.297 333.065 3.825 2.998 15.987 L3 13.455 7.772 164.373 4.608 6.765 24.297 333.065 3.825 2.998 15.987 14.386 8.315 201.317 4.931 7.231 27.840 407.924 4.092 3.239 17.273 L4 14.386 8.315 201.317 4.931 7.231 27.840 407.924 4.092 3.239 17.273 14.573 8.424 209.314 4.995 7.325 28.577 424.128 4.146 3.287 17.531 L5 14.562 9.806 242.563 4.984 7.325 33.117 491.498 4.826 3.203 14.644 15.493 10.439 292,684 5.306 7.790 37.570 593.057 5.138 3.444 15.746 L6 15.493 10.439 292.684 5.306 7.790 37.570 593.057 5.138 3.444 15.746 16.424 11.073 349.273 5.628 8.256 42.303 707.722 5.450 3.685 16.848 L7 16.424 11.073 349,273 5.628 8.256 42.303 707.722 5.450 3.685 16.848 17.355 11.707 412.724 5.950 8.722 47.318 836.290 5.762 3.926 17.95 L8 17.355 11.707 412.724 5.950 8.722 47.318 836.290 5.762 3.926 17.95 18.286 12.340 483.427 6.272 9.188 52.614 979.555 6.073 4.168 19.051 L9 18.286 12.340 483,427 6.272 9.188 52.614 979.555 6.073 4.168 19.051 19.218 12.974 561.777 6.594 9.654 58.190 1138.313 6.385 4.409 20.153 LIO 19.218 12.974 561.777 6.594 9.654 58,190 1138.313 6.385 4.409 20,153 20.149 13.607 648.166 6.916 10.120 64.047 1313.360 6.697 4.650 21.255 L11 20.149 13.607 648.166 6.916 10.120 64.047 1313.360 6.697 4.650 21.255 20.611 13.921 694.118 7.076 10.351 67.057 1406.472 6.852 4.769 21.802 L12 20.443 43.090 2046.414 6.906 10.351 197.698 4146.590 21.208 3.496 5.04 20.490 43.190 2060.762 6.922 10.375 198.637 4175,662 21257 3.508 5.057 L13 20.499 41.688 1994.216 6.931 10.375 192.223 4040.822 20.517 3.575 5.346 21.430 43.625 2285.301 7.253 10.840 210.812 4630.639 21.471 3.816 5.707 L14 21.439 42.046 2208.023 7.262 10,840 203.684 4474,054 20.694 3.883 6.032 22.370 43.910 2514.986 7.584 11.306 222.440 5096.044 21,611 4.124 6.407 L15 22.374 43.083 2470,520 7.588 11.306 218.507 5005.943 21.204 4.158 6.587 23.527 45.345 2880.507 7.987 11.883 242.407 5836.688 22.318 4.456 7.059 LI6 23.051 47.178 2685,824 7.561 11.299 237.702 5442.208 23.219 3.987 5.746 23.268 49.186 3043.548 7.882 11.765 258.702 6167.053 24.208 4.228 6.094 L17 23.277 47.467 2943.875 7.891 11.765 250.229 5965.089 23.362 4.295 6.422 24.208 49.402 3318.876 8.213 12.230 271.365 6724.942 24.314 4,535 6.782 L18 24.212 48.505 3262.167 8.218 12.230 266.728 6610,035 23.873 4.569 6.962 25.143 50.405 3660.578 8.539 12.696 288.328 7417.322 24.808 4.810 7329 LI9 25.151 48.535 3532.210 8.548 12.696 278.217 7157.215 23.888 4.877 7.726 26.082 50.362 3946.291 8.870 13.161 299.837 7996.256 24.787 5.118 8.107 L20 26.082 50,362 3946.291 8.870 13.161 299.837 7996.256 24.787 5.118 8.107 26.590 51.360 4185.458 9.046 13.416 311.983 8480.873 25.278 5.249 8.316 L21 26.546 61.226 4940.213 9.001 13.416 368.242 10010.210 30.133 4.914 6.498 26.592 61.335 4966.751 9.017 13.439 369.578 10063.984 30.187 4.926 6.514 L22 26.597 60.351 4891.932 9.022 13.439 364.011 9912.380 29.703 4.960 6.669 27.527 62.504 5434.269 9.343 13.905 390.827 11011.303 30.763 5.201 6.992 L23 27.536 60.461 5266.711 9.352 13.905 378.776 10671.784 29.757 5.268 7.329 28.467 62.541 5829.248 9.674 14.370 405.650 11811.636 30.781 5.508 7.664 L24 28.471 61.482 5735.822 9.679 14.370 399.149 11622.330 30.259 5.542 7.847 29.402 63.526 6327.135 10.000 14.836 426.479 12820.491 31.265 5.783 8.188 L25 29.406 62.429 6223,498 10.005 14.836 419.494 12610.493 30.726 5.816 8.384 30.337 64.437 6843.499 10.327 15.301 447.249 13866.784 31.714 6.057 8.731 L26 30.345 62.169 6614.053 10.336 15.301 432.254 13401.865 30.598 6.124 9.158 31.276 64.104 7251.229 10.657 15.767 459.902 14692.957 31.550 6.365 9.518 L27 31.280 62.933 7124.660 10.662 15.767 451.874 14436.492 30.974 6.399 9.75 32.211 64.832 7789.396 10.984 16.233 479.864 15783.428 31.908 6.640 10.117 L28 32.211 64.832 7789.396 10.984 16.233 479.864 15783.428 31,908 6.640 10.117 32.587 65.599 8069.259 11.114 16.421 491.411 16350.507 32.286 6.737 10.266 tnxTower J°b 78875.013.01 - Progress, OR (BU# 874140) Page 4 of 36 B+T Group Project Date 1717S Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)587-4630 V i n aya k Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mull. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Spacing Diagonals Horizontals Redundants fl ft2 in in in in L1 1 1 1 116.084-111.0 84 L2 1 1 1 111.084-106.0 84 L3 1 I 1 106.084-101.0 84 L4 I I 1 101.084-100.0 84 L5 1 I 1 100.084-95.08 4 L6 1 1 1 95.084-90.084 L7 1 1 1 90.084-85.084 L8 1 1 1 85.084-80.084 L9 1 1 1 80.084-75.084 L10 1 1 1 75.084-70.084 L11 1 1 l 70.084-67.604 ' L12 1 1 0.879538 67.604-67.354 L13 I 1 0.885305 67.354-62.354 L14 I I 0.893977 62.354-57.354 L15 I 1 0.900082 57.354-51.167 L16 1 1 0.901649 51.167-50.000 L17 I 1 0.914167 50.000-45.000 LI8 1 1 0.912137 45.000-40.000 L19 I I 0.929068 40.000-35.000 L20 I 1 0.919677 35.000-32.270 L21 1 1 0.909549 32.270-32.020 L22 1 1 0.905566 32.020-27.020 • L23 1 1 0.918044 27.020-22.020 L24 l 1 0.916626 22.020-17.020 L25 1 1 0.916293 17.020-12.020 L26 1 1 0.933747 12.020-7.020 tnx]ower Job 78875 013.01 - Progress, OR (BU# 874140) a9 e.013.01 5 of 36 B+T Group Project Date 1717 S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vina ak FAX:(918)587-4630 Y Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mutt. Double Angle Double Angle Double Angle Elevation Area Thickness Al Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Spacing Diagonals Horizontals Redundants ft 312 in in in in L27 1 1 0.935824 7.020-2.020 L28 1 1 0.929891 2.020-0.000 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Exclude Component Placement Total .Somber Start/End Width or Perimeter Weight From Type Number Per Row Position Diameter Torque ft in in k/f Calculation LDF2-50(3/8") A No Surface Ar 114.000- 1 I 0 030 0.440 0.000 (CaAa) 0.000 0.040 LDF7-50A(1-5/8") A No SurfaceAr 114.000- 6 6 0.050 1.980 0.001 (CaAa) 0.000 0.350 RF A 1206-24S26-XXX(1 C No SurfaceAr 75.000- 4 4 0.250 1.320 0.001 -1/4) (CaAa) 0.000 0.450 MLCH 12/24 LOW C No Surface Ar 75.000- I 1 0.460 2.016 0.003 INDUCTION(2) (CaAa) 0.000 0.500 w 2"Rigid Conduit C No Surface Ar 65.000- 1 1 0.310 2.000 0.003 (CaAa) 0.000 0.340 * Safety Line 3/8 A No Surface Ar 116.084- 1 1 0.250 0.375 0.000 (CaAa) 0.000 0.260 * 1.25"x6.5"FP A No Surface Af 35.000- 1 1 0.000 6.500 15.500 0.000 (CaAa) 0.000 0.000 1.25"x6.5"FP B No Surface Af 35.000- 1 1 -0.250 6.500 15.500 0.000 (CaAa) 0.000 -0.250 1.25"x6,5"FP C No Surface Af 35.000- 1 1 -0.500 6.500 15.500 0.000 (CaAa) 0.000 -0.500 I.25"x6.5' FP C No Surface Af 35.000- 1 I 0.250 6.500 15.500 0.000 (CaAa) 0.000 0.250 * 1"x6"FP A No Surface Af 70.000- 1 I 0.000 6.000 14.000 0.000 (CaAa) 35.000 0.000 1"x6"FP B No Surface Af 70.000- 1 1 -0.250 6.000 14.000 0.000 (CaAa) 35.000 -0.250 1"x6"FP C No Surface Af 70.000- 1 1 -0.500 6.000 14.000 0.000 (CaAa) 35.000 -0.500 1"x6"FP C No Surface Af 70.000- 1 1 0.250 6.000 14.000 0.000 (CaAa) 35.000 0.250 * Feed Line/Linear Appurtenances - Entered As Area Description Face Ailow Exclude Component Placement Total CAAA Weight or Shield From Type Number Leg Torque ft fY/ft klf Calculation tnxTower Job Page 78875.013.01 - Progress, OR (BU#874140) 6 of 36 B+T Group Project Date 1717S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vina ak FAX:(918)587-4630 Y Description Face Allow Exclude Component Placement Total C,A,, Weight or Shield From Type Number Leg Torque ft ft/fl kl/f Calculation * ASU9325TYP01(1- A No No Inside Pole 97.000-0.000 1 No Ice 0.000 0.002 3/5) 1/2"Ice 0.000 0.002 1"Ice 0.000 0.002 2"Ice 0.000 0.002 LDF5-50A(7/8") A No No Inside Pole 97.000-0.000 6 No Ice 0.000 0.000 • 1/2"Ice 0.000 0.000 1"Ice 0.000 0.000 2"Ice 0.000 0.000 HCS 2.0 Part A No No Inside Pole 97.000-0.000 1 No Ice 0.000 0.002 3(1-1/2) 1/2"Ice 0.000 0.002 t"Ice 0.000 0.002 2"Ice 0.000 0.002 EC4-50(1/2) C No No Inside Pole 65.000-0.000 4 No Ice 0.000 0.000 1/2"Ice 0.000 0.000 1"Ice 0.000 0.000 2"Ice 0.000 0.000 * EC4-50(1/2) B No No Inside Pole 47.000-0.000 1 No Ice 0.000 0.000 I/2"Ice 0.000 0.000 1"Ice 0.000 0.000 2"Ice 0.000 0.000 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AA At, C.RA, CAA,t Weight • Section Elevation In Face Out Face j fl 1l' . .1F K LI 116.084-111.084 A 0.000 0.000 3.780 0.000 0.016 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L2 111.084-106.084 A 0.000 0.000 6.348 0.000 0.026 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L3 106.084-101.084 A 0.000 0.000 6.348 0.000 0.026 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L4 101.084-100.084 A 0.000 0.000 1.270 0.000 0.005 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L5 100.084-95.084 A 0.000 0.000 6.348 0.000 0.036 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L6 95.084-90.084 A 0.000 0.000 6.348 0.000 0.053 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L7 90.084-85.084 A. 0.000 0.000 6.348 0.000 0.053 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L8 85.084-80.084 A 0.000 0.000 6.348 0.000 0.053 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L9 80.084-75.084 A 0.000 0.000 6.348 0.000 0.053 l' Job Page tnxTowe 78875.013.01 - Progress, OR (BU# 874140) 7 of 36 B+T Group Project Date 1717S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vina ak FAX.:(918)587-4630 Y Tower Tower Face AR ,4,: C.1 C,1A,4 4'eight Section Elevation In Face Out Face fi ft2 f12 Y12 ft? K B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 LW 75.084-70.084 A 0.000 0.000 6.348 0.000 0.053 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 3.587 0.000 0.044 L11 70.084-67.604 A 0.000 0.000 5.544 0.000 0.026 B 0.000 0.000 2.396 0.000 0.000 C 0.000 0.000 6.601 0.000 0.022 L12 67.604-67.354 A 0.000 0.000 0.567 0.000 0.003 B 0.000 0.000 0.250 0.000 0.000 C 0.000 0.000 0.682 0.000 0.002 L13 67.354-62.354 A 0.000 0.000 11.348 0.000 0.053 B 0.000 0.000 5.000 0.000 0.000 C 0.000 0.000 14.177 0.000 0.054 L14 62.354-57.354 A 0.000 0.000 11.348 0.000 0.053 B 0.000 0.000 5.000 0.000 0.000 C 0.000 0.000 14.648 0.000 0.062 L15 57.354-51.167 A 0.000 0.000 14.041 0.000 0.065 ' B 0.000 0.000 6.187 0.000 0.000 C 0.000 0.000 18.125 0.000 0.077 L16 51.167-50.000 A 0.000 0.000 2.649 0.000 0.012 B 0.000 0.000 1.167 0.000 0.000 C 0.000 0.000 3.419 0.000 0.014 L17 50.000-45.000 A 0.000 0.000 11.348 0.000 0.053 B 0.000 0.000 5.000 0.000 0.000 C 0.000 0.000 14.648 0.000 0.062 L18 45.000-40.000 A 0.000 0.000 11.348 0.000 0.053 B 0.000 0.000 5.000 0.000 0.001 C 0.000 0.000 14.648 0.000 0.062 L19 40.000-35.000 A 0.000 0.000 11.348 0.000 0.053 B 0.000 0.000 5.000 0.000 0.001 C 0.000 0.000 14.648 0.000 0.062 L20 35.000-32.270 A 0.000 0.000 6.423 0.000 0.029 B 0.000 0.000 2.958 0.000 0.000 C 0.000 0.000 8.453 0.000 0.034 L21 32.270-32.020 A 0.000 0.000 0.588 0.000 0.003 B 0.000 0.000 0.271 0.000 0.000 C 0.000 0.000 0.774 0.000 0.003 L22 32.020-27.020 A 0.000 0.000 11.764 0.000 0.053 B 0.000 0.000 5.417 0.000 0.001 C 0.000 0.000 15.481 0.000 0.062 L23 27.020-22.020 A 0.000 0.000 11.764 0.000 0.053 B 0.000 0.000 5.417 0.000 0.001 C 0.000 0.000 15.481 0.000 0.062 L24 22.020-17.020 A 0.000 0.000 11.764 0.000 0.053 B 0.000 0.000 5.417 0.000 0.001 C 0.000 0.000 15.481 0.000 0.062 L25 17.020-12.020 A 0.000 0.000 11.764 0.000 0.053 B 0.000 0.000 5.417 0.000 0.001 C 0.000 0.000 15.481 0.000 0.062 L26 12.020-7.020 A 0.000 0.000 11.764 0.000 0.053 B 0.000 0.000 5.417 0.000 0.001 C 0.000 0.000 15.481 0.000 0.062 L27 7.020-2.020 A 0.000 0.000 11.764 0.000 0.053 B 0.000 0.000 5.417 0.000 0.001 C 0.000 0.000 15.481 0.000 0.062 L28 2.020-0.000 A 0.000 0.000 4.753 0.000 0.021 B 0.000 0.000 2.188 0.000 0.000 C 0.000 0.000 6.254 0.000 0.025 r' Job Page tnxTowe 78875.013.01 - Progress, OR (BU# 874140) 8 of 36 B+T Group Project Date 1717S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)587-4630 Vina Yak Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAA CAAA Weight Section Elevation or Thickrtess In Face Out Face f1 Leg in f fi2 fP ft1 K LI 116.084-111.084 A 1.443 0.000 0.000 7.982 0.000 0.096 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L2 111.084-106.084 A 1.436 0.000 0.000 12.500 0.000 0.152 B 0.000 0.000 0.000 0.000 0.000 . C 0.000 0.000 0.000 0.000 0.000 L3 106.084-101.084 A 1.429 0.000 0.000 12.478 0.000 0.151 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L4 101.084-100.084 A 1.425 0.000 0.000 2.493 0.000 0.030 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L5 100.084-95.084 A 1.421 0.000 0.000 12.451 0.000 0.160 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L6 95.084-90.084 A 1.414 0.000 0.000 12.426 0.000 0.176 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L7 90.084-85.084 A 1406 0.000 0.000 12.401 0.000 0.175 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 L8 85.084-80.084 A 1.397 0.000 0.000 12.374 0.000 0.174 • B 0.000 0.000 0.000 0.000 0.000 ' C 0.000 0.000 0.000 0.000 0.000 L9 80.084-75.084 A 1.389 0.000 0.000 12.346 0.000 0.173 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 LIO 75.084-70.084 A 1.380 0.000 0.000 12.316 0.000 0.172 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 7.287 0.000 0.118 L11 70.084-67.604 A 1.372 0.000 0.000 9.151 0.000 0.110 B 0.000 0.000 3.054 0.000 0.025 C 0.000 0.000 9.775 0.000 0.108 L12 67.604-67.354 A 1.370 0.000 0.000 0.933 0.000 0.011 B 0.000 0.000 0.318 0.000 0.003 C 0.000 0.000 1.006 0.000 0.011 L13 67.354-62.354 A 1.364 0.000 0.000 18.630 0.000 0.222 B 0.000 0.000 6.364 0.000 0.051 C 0.000 0.000 21.356 0.000 0.244 L14 62.354-57.354 A 1.353 0.000 0.000 18.584 0.000 0.220 B 0.000 0.000 6.353 0.000 0.050 C 0.000 0.000 22.412 0.000 0.263 L15 57.354-51.167 A 1.340 0.000 0.000 22.926 0.000 0.270 B 0.000 0.000 7.845 0.000 0.061 C 0.000 0.000 27.647 0.000 0.323 L16 51.167-50.000 A 1.331 0.000 0.000 4.324 0.000 0.051 B 0.000 0.000 1.480 0.000 0.012 C 0.000 0.000 5.215 0.000 0.061 L17 50.000-45.000 A 1.322 0.000 0.000 18.452 0.000 0.215 B 0.000 0.000 6.322 0.000 0.049 C 0.000 0.000 22.250 0.000 0.257 LI8 45.000-40.000 A 1.308 0.000 0.000 18.390 0.000 0.213 B 0.000 0.000 6.308 0.000 0.049 C 0.000 0.000 22.173 0.000 0.255 L19 40.000-35.000 A 1.291 0.000 0.000 18.321 0.000 0.211 B 0.000 0.000 6.291 0.000 0.048 tnxl older Job Page 78875.013.01 - Progress, OR (BU# 874140) 9 of 36 B+T Group Project Date 1717S.Boulder.Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vina ak FAX:(918)587-4630 Y Tower Tower Face Ice AR Ar CAAA CAA., Weight Section Elevation or Thickness In Face Out Face ft Leg in fl' .11' g fia K C 0.000 0.000 22.088 0.000 0.252 L20 35.000-32.270 A 1.277 0.000 0.000 10.198 0.000 0.116 B 0.000 0.000 3.655 0.000 0.028 C 0.000 0.000 12.475 0.000 0.140 L21 32.270-32.020 A 1.272 0.000 0.000 0.933 0.000 0.011 B 0.000 0.000 0.334 0.000 0.003 C 0.000 0.000 1.141 0.000 0.013 L22 32.020-27.020 A 1.261 0.000 0.000 18.608 D.000 0.210 B 0.000 0.000 6.677 0.000 0.050 C 0.000 0.000 22.761 0.000 0.253 L23 27.020-22.020 A 1.238 0.000 0.000 18.509 0.000 0.206 B 0.000 0.000 6.654 0.000 0.049 •• C 0.000 0.000 22.639 0.000 0.249 L24 22.020-17.020 A 1.210 0.000 0.000 18.390 0.000 0.202 B 0.000 0.000 6.626 0.000 0.048 C 0.000 0.000 22.492 0.000 0.243 L25 17.020-12.020 A 1.174 0.000 0.000 18.240 0.000 0.197 B 0.000 0.000 6.591 0.000 0.046 C 0.000 0.000 22.307 0.000 0.237 L26 12.020-7.020 A 1.126 0.000 0.000 18.034 0.000 0.190 B 0.000 0.000 6.542 0.000 0.044 C 0.000 0.000 22.052 0.000 0.228 L27 7.020-2.020 A 1.045 0.000 0.000 17.690 0.000 0.178 B 0.000 0.000 6.462 0.000 0.040 C 0.000 0.000 21.627 0.000 0.213 L28 2.020-0.000 A 0.900 0.000 0.000 6.897 0.000 0.064 B 0.000 0.000 2.552 0.000 0.014 C 0.000 0 000 8.429 0 000 0.076 Feed Line Center of Pressure Section Elevation CPxCP2 CPx CPz I Ice Ice ft in in in in LI 116.084-111.084 -1.794 -2.441 -1.842 -2.447 L2 111.084-106.084 -2.372 -3.214 -2.286 -2.969 L3 106.084-101.084 -2.441 -3.307 -2.384 -3.096 L4 101.084-100.084 -2.481 -3.360 -2.441 -3.169 L5 100.084-95.084 -2.520 -3.413 -2.497 -3.241 L6 95.084-90.084 -2.580 -3.494 -2.586 -3.357 L7 90.084-85.084 -2.637 -3.571 -2.671 -3.468 L8 85.084-80.084 -2.691 -3.644 -2.753 -3.574 L9 80.084-75.084 -2.742 -3.713 -2.832 -3.677 L10 75.084-70.084 -3.724 -1.587 -3.629 -1.358 L11 70.084-67.604 -2.302 -2.509 -2.590 -2.168 L12 67.604-67.354 -2.302 -2.552 -2.594 -2.209 L13 67.354-62.354 -2.406 -2.441 -2.728 -2.034 LI4 62.354-57.354 -2.538 -2.385 -2.894 -1.918 L15 57.354-51.167 -2.623 -2.468 -2.995 -1.993 L16 51.167-50.000 -2.642 -2.487 -3.019 -2.010 L17 50.000-45.000 -2.688 -2.532 -3.070 -2.052 L18 45.000-40.000 -2.761 -2.605 -3.157 -2.118 L19 40.000-35.000 -2.832 -2.676 -3.241 -2.183 L20 35.000-32.270 -2.821 -2.794 -3.253 -2.286 L21 32.270-32.020 -2.843 -2.816 -3.278 -2.306 L22 32.020-27.020 -2.879 -2.854 -3.319 -2.341 L23 27.020-22.020 -2.947 -2.924 -3.396 -2.407 M Jab Page xTower 78875.013.01 - Progress, OR (BU#874140) 10 of 36 B+T Group Project Date 1717S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)587-4630 Vinayak Section Elevation CP,v CPZ ry CPA CPZ Ice Ice ft in in . in in L24 22.020-17.020 -3.014 -2.993 -3.470 -2.474 L25 17.020-12.020 -3.080 -3.062 -3.540 -2.541 L26 12.020-7.020 -3.144 -3.128 -3.603 -2.611 L27 7.020-2.020 -3.208 -3.194 -3.652 -2.686 L28 2.020.0.000 -3.252 -3.240 -3.648 -2.758 Note:For pole sections,center of pressure calculations do not consider feed line shielding. Shielding Factor Ka Tower Feed Line Description Feed Line K. K. Section Record No. Segment Elev. No Ice Ice LI 1 LDF2-50(3/8") 111.08- 1.0000 1.0000 114.00 LI 2 LDF7-50A(I-5/8") 111.08- 1.0000 1.0000 114.00 LI 18 Safety Line 3/8 111.08- 1.0000 1.0000 116.08 L2 I LDF2-50(3/8") 106.08- 1.0000 1.0000 111.08 L2 2 LDF7-50A(1-5/8") 106.08- 1.0000 1.0000 111.08 L2 18 Safety Line 3/8 106.08- 1.0000 1.0000 111.08 L3 1 LDF2-50(3/8") 101.08- 1.0000 1.0000 106.08 L3 2 LDF7-50A(1-5/8") 101.08- 1.0000 1.0000 106.08 L3 18 Safety Line 3/8 101.08- 1.0000 1.0000 106.08 IA 1 LDF2-50(3/8") 100.08- 1.0000 1.0000 101.08 L4 2 LDF7-50A(1-5/8") 100.08- 1.0000 1.0000 101.08 L4 18 Safety Line 3/8 100.08- 1.0000 1.0000 101.08 L5 1 LDF2-50(3/8") 95.08-100.08 1.0000 1.0000 I L5 2 LDF7-50A(1-5/8") 95.08-100.08 1,0000 1.0000 L5 18 Safety Line 3/8 95.08-100.08 1.0000 1.0000 L6 1 LDF2-50(3/8") 90.08-95.08 1.0000 1.0000 L6 2 LDF7-50A(1-5/8") 90.08-95.08 1.0000 1.0000 L6 18 Safety Line 3/8 90.08-95.08 1.0000 1.0000 L7 1 LDF2-50(3/8") 85.08-90.08 1.0000 1.0000 L7 2 LDF7-50A(1-5/8") 85.08-90.08 1 0000 1.0000 L7 18 Safety Line 3/8 85.08-90.08 1.0000 1.0000 L8 1 LDF2-50(3/8") 80.08-85.08 1.0000 1.0000 L8 2 LDF7-50A(1-5/8") 80.08-85.08 1.0000 1.0000 L8 18 Safety Line 3/8 80.08-85.08 1.0000 1.0000 L9 1 LDF2-50(3/8") 75.08-80.08 1.0000 1.0000 L9 2 LDF7-50A(1-5/8") 75.08-80.08 1.0000 1.0000 L9 18 Safety Line 3/8 75.08.80.08 1.0000 1.0000 L I I LDF2-50(3/8") 70.08-75.08 1.0000 1.0000 L10 2 LDF7-50A(1-5/8") 70.08-75.08 1.0000 1.0000 L10 8 RFA1206-24526-XXX(1-1/4) 70.08-75.00 1.0000 1.0000 tnxTower Job Page 78875.013.01 - Progress, OR (BU# 874140) 11 of 36 B+T Group Project Date 1717 S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vina ak FAX:(918)587-4630 Y Tower Feed Line Description Feed Line K" Section Record No. Segment Elev. No Ice Ice L 10 9 MLCH 12/24 LOW 70.08-75.00 1.0000 1.0000 INDUCTION(2) L I 0 18 Safety Line 3/8 70.08-75.08 1.0000 1.0000 L 11 1 LDF2-50(3/8") 67.60-70.08 1.0000 1.0000 L I 1 2 LDF7-50A(1-5/8") 67.60-70.08 1.0000 1.0000 L11 8 RFA1206-24S26-XXX(1-1/4) 67.60-70.08 1.0000 1.0000 L]1 9 MLCH 12/24 LOW 67.60-70.08 1.0000 1.0000 INDUCTION(2) L I 1 18 Safety Line 3/8 67.60-70.08 1.0000 1.0000 • L I I 25 1"x6"FP 67.60-70.00 1.0000 1.0000 Ll I 26 1"x6"FP 67.60-70.00 1.0000 1.0000 LI 1 27 1"x6"FP 67.60-70.00 1.0000 1.0000 L 1 I 28 1"x6"FP 67.60-70.00 1.0000 1.0000 L12 1 LDF2-50(3/8") 67.35-67.60 1.0000 1.0000 L12 2 LDF7-50A(1-5/8") 67.35-67.60 1.0000 1.0000 L12 8 RFA1206-24S26400(.(1-1/4) 67.35-67.60 1.0000 1.0000 L12 9 MLCH 12/24 LOW 67.35-67.60 1.0000 1.0000 INDUCTION(2) L12 18 Safety Line 3/8 67.35-67.60 1.0000 1.0000 L12 25 1"x6"FP 67.35-67.60 1.0000 1.0000 L12 26 I"x6"FP 67.35-67.60 1.0000 1.0000 L12 27 1"x6"FP 67.35-67.60 1.0000 1.0000 L12 28 1"x6"FP 67.35-67.60 1.0000 1.0000 L13 1 LDF2-50(3/8") 62.35-67.35 1.0000 1.0000 L13 2 LDF7-50A(1-58") 62.35-67.35 1.0000 1.0000 L13 8 RFA1206-24S26-XXX(1-1/4) 62.35-67.35 1.0000 1.0000 L13 9 MLCH 12/24 LOW 62.35-67.35 1.0000 1.0000 INDUCTION(2) LI3 13 2"Rigid Conduit 62.35-65.00 1.0000 1.0000 L13 18 Safety Line 3/8 62.35-67.35 1.0000 1.0000 L13 25 1"x6"FP 62.35-67.35 1.0000 1.0000 L13 26 1"x6"FP 62.35-67.35 1.0000 1.0000 L13 27 1"x6"FP 62.35-67.35 1.0000 1.0000 L13 28 1"x6"FP 62.35-67.35 1.0000 1.0000 L 14 I LDF2-50(3/8") 57.35-62.35 1.0000 1.0000 L14 2 LDF7-50A(1-5/8") 57.35-62.35 1.0000 1.0000 L14 8 RFA1206-24S26-XXX(1-1/4) 57.35-62.35 1.0000 1.0000 L14 9 MLCH 12/24 LOW 57.35-62.35 1.0000 1.0000 INDUCTION(2) L14 13 2"Rigid Conduit 57.35-62.35 1.0000 1.0000 L14 18 Safety Line 3/8 57.35-62.35 1.0000 1.0000 • L14 25 I"x6"FP 57.35-62.35 1.0000 1.0000 ' L14 26 1"x6"FP 57.35-62.35 1.0000 1.0000 L14 27 I"x6"FP 57.35-62.35 1.0000 1.0000 L14 28 1"x6"FP 57.35-62.35 1.0000 1.0000 L15 I LDF2-50(3/8") 51.17-57.35 1.0000 1.0000 L15 2 LDF7-50A(1-5/8") 51.17-57.35 1.0000 1.0000 L15 8 RFA1206-24S26-50CX(1-1/4) 51.17-57.35 1.0000 1.0000 L15 9 MLCH 12/24 LOW 51.17-57.35 1.0000 1.0000 INDUCTION(2) L15 13 2"Rigid Conduit 51.17-57.35 1.0000 1.0000 L15 18 Safety Line 3/8 51..17-57.35 1.0000 1.0000 L15 25 1"x6"FP 51.17-57.35 1.0000 1.0000 L15 26 1"x6"FP 51.17-57.35 1.0000 1.0000 L15 27 1"x6"FP 51.17-57.35 1.0000 1.0000 L15 28 1"x6"FP 51.17-57.35 1.0000 1.0000 L16 I LDF2-50(3/8") 50.00-51.17 1.0000 1.0000 L16 2 LDF7-50A(1-5/8") 50.00-51.17 1.0000 1.0000 L16 8 RFA1206-24S26-XXX(1-1/4) 50.00-51.17 1.0000 1.0000 L16 9 MLCH 12/24 LOW 50.00-51.17 1.0000 1.0000 INDUCTION(2) L16 13 2"Rigid Conduit 50.00-51.17 1.0000 1.0000 tnxTower Sob Page 78875.013.01 - Progress, OR (BU# 874140) 12 of 36 B+T Group Project Date 1717SBoulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vina FAX. (918)587-4630 yak Tower Feed Line Description Feed Line K, K Section Record No. Segment Elev. No Ice Ice L16 18 Safety Line 3/8 50.00-51.17 1.0000 1.0000 L16 25 1"x6"FP 50.00-51.17 1.0000 1.0000 L16 26 1"x6"FP 50.00-51.17 1.0000 1.0000 L16 27 1"x6"FP 50.00-51.17 1.0000 1.0000 L16 28 1"x6"FP 50.00-51.17 1.0000 1.0000 L17 I LDF2-50(3/8") 45.00-50.00 1.0000 1.0000 L17 2 LDF7-50A(l-5/8") 45.00-50.00 1.0000 1.0000 L17 8 RFAI206-24S26-XXX(1-1/4) 45.00-50.00 1.0000 1.0000 L17 9 MLCH 12/24 LOW 45.00-50.00 1.0000 1.0000 INDUCTION(2) L17 13 2"Rigid Conduit 45.00-50.00 1.0000 1.0000 L17 18 Safety Line 3/8 45.00-50.00 1.0000 1.0000 L17 25 I"x6"FP 45.00-50.00 1.0000 1.0000 L17 26 l"x6"FP 45.00.50.00 1.0000 1.0000 L17 27 I"x6"FP 45.00-50.00 1.0000 1.0000 L17 28 1"x6"FP 45.00-50.00 1.0000 1.0000 L18 1 LDF2-50(3/8") 40.00-45.00 1.0000 1.0000 L18 2 LDF7-50A(I-5/8") 40.00-45.00 1.0000 1.0000 L18 8 RFA1206-24S26-XXX(1-1/4) 40.00-45.00 1.0000 1.0000 L18 9 MLCH 12/24 LOW 40.00-45.00 1.0000 1.0000 INDUCTION(2) Li S 13 2"Rigid Conduit 40.00-45.00 1.0000 1.0000 L 1 S 18 Safety Line 3/8 40.00-45.00 1.0000 1.0000 L18 25 1"x6"FP 40.00-45.00 1.0000 1.0000 L18 26 1"x6"FP 40.00-45.00 1.0000 1.0000 L18 27 1"x6"FP 40.00-45.00 1.0000 1.0000 L18 28 1"x6"FP 40.00-45.00 1.0000 1.0000 L19 1 LDF2-50(3/8") 35.00-40.00 1.0000 1.0000 L19 2 LDF7-50A(1-5/8") 35.00-40.00 1.0000 1.0000 L19 8 RFA1206-24S26-XXX(1-1/4) 35.00-40.00 1.0000 1.0000 L19 9 MLCH 12/24 LOW 35.00-40.00 1.0000 1.0000 INDUCTION(2) L19 13 2"Rigid Conduit 35.00-40.00 1.0000 1.0000 L19 18 Safety Line 3/8 35.00-40.00 1.0000 1.0000 L19 25 1"x6"FP 35.00-40.00 1.0000 1.0000 L19 26 1"x6"FP 35.00-40.00 1.0000 1.0000 L19 27 1"x6"FP 35.00-40.00 1.0000 1.0000 • L19 28 1"x6"FP 35.00-40.00 1.0000 1.0000 L20 1 LDF2-50(3/8") 32.27-35.00 1.0000 1.0000 L20 2 LDF7-50A(1-5/8") 32.27-35.00 1.0000 1.0000 L20 8 RFA1206-24S26-XXX(l-1/4) 32.27-35.00 1.0000 1.0000 L20 9 MLCH 12/24 LOW 32.27-35.00 1.0000 1.0000 INDUCTION(2) L20 13 2"Rigid Conduit 32.27-35.00 1.0000 1.0000 L20 18 Safety Line 3/8 32.27-35.00 1.0000 1.0000 L20 20 1,25"x6.5"FP 32.27-35.00 1.0000 1.0000 L20 21 1.25"x6,5"FP 32.27-35.00 1.0000 1.0000 L20 22 1.25"x6.5"FP 32.27-35.00 1.0000 1.0000 L20 23 1.25"x6.5"FP 32.27-35.00 1.0000 1.0000 L21 I LDF2-50(3/8") 32.02-32.27 1.0000 1.0000 L21 2 LDF7-SOA(1-5/8") 32.02-32.27 1.0000 1.0000 L21 8 RFA1206-24S26-XXX(1-1/4) 32.02-32.27 1.0000 1.0000 L21 9 MLCH 12/24 LOW 32.02-32.27 1.0000 1.0000 INDUCTION(2) L2I 13 2"Rigid Conduit 32.02-32.27 1.0000 1.0000 L21 18 Safety Line 3/8 32.02-32.27 1.0000 1.0000 L21 20 1.25"x6.5"FP 32.02-32.27 1.0000 1.0000 L21 21 1.25"x6.5"FP 32.02-32.27 1.0000 1.0000 L21 22 1.25"x6.5"FP 32.02-32.27 1.0000 1.0000 L21 23 1.25"x6.5"FP 32.02-32.27 1.0000 1.0000 L22 1 LDF2-50(3/8") 27.02-32.02 1.0000 1.0000 L22 2 LDF7-50A(1-5/8") 27.02-32.02 1.0000 1.0000 tnxl owej" Job Page 78875.013.01 - Progress, OR (BU# 874140) 13 of 36 B+T Group Project Date 1717 S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vina ak FAX.'(918)587-4630 Y Tower Feed Line Description Feed Line K. K. Section Record No. Segment Elev. No Ice Ice L22 8 RFA1206-24S26-XXX(1-1/4) 27.02-32.02 1.0000 1.0000 L22 9 MLCH 12/24 LOW 27.02-32.02 1.0000 1.0000 INDUCTION(2) L22 13 2"Rigid Conduit 27.02-32.02 1.0000 1.0000 L22 18 Safety Line 3/8 27.02-32.02 1.0000 1.0000 • L22 20 1.25"x6.5"FP 27.02-32.02 1.0000 1.0000 L22 21 1.25"x6.5"FP 27.02-32.02 1.0000 1.0000 L22 22 1.25"x6.5"FP 27.02-32.02 1.0000 1.0000 L22 23 1.25"x6.5"FP 27.02-32.02 1.0000 1.0000 L23 I LDF2-50(3/8") 22.02-27.02 1.0000 1.0000 L23 2 LDF7-50A(1-5/8") 22.02-27.02 1.0000 1.0000 L23 8 RFA1206-24S26-XXX(1-1/4) 22.02-27.02 1.0000 1.0000 L23 9 MLCH 12/24 LOW 22.02-27.02 1.0000 1.0000 INDUCTION(2) L23 13 2"Rigid Conduit 22.02.27.02 1.0000 1.0000 L23 18 Safety Line 3/8 22.02-27.02 1.0000 1.0000 L23 20 1.25"x6.5"FP 22.02-27.02 1.0000 1.0000 L23 21 1.25"x6.5"FP 22.02-27.02 1.0000 1.0000 L23 22 1.25"x6.5"FP 22.02-27.02 1.0000 1.0000 L23 23 1.25"x6.5"FP 22.02-27.02 1.0000 1.0000 L24 1 LDF2-50(3/8") 17.02-22.02 1.0000 1.0000 L24 2 LDF7-50A(1-5/8") 17.02-22.02 1.0000 1.0000 L24 8 RFA1206-24S26•XXX(1-1/4) 17.02-22.02 1.0000 1.0000 L24 9 MLCH 12/24 LOW 17.02-22.02 1.0000 1.0000 INDUCTION(2) L24 13 2"Rigid Conduit 17.02-22.02 1.0000 1.0000 L24 18 Safety Line 3/8 17.02-22.02 1.0000 1.0000 L24 20 1.25"x6.5"FP 17.02-22.02 1.0000 1.0000 L24 21 1.25"x6.5"FP 17.02-22.02 1.0000 1.0000 L24 22 1.25"x6.5"FP 17.02-22.02 1.0000 1.0000 L24 23 1.25"x6.5"FP 17.02-22.02 1.0000 1.0000 L25 1 LDF2-50(3/8") 12.02-17.02 1.0000 1.0000 L25 2 LDF7-50A(1-5/8") 12.02-17.02 1.0000 1.0000 L25 8 RFA1206-24S26-300C(1-1/4) 12.02-17.02 1.0000 1.0000 L25 9 MLCH 12/24 LOW 12.02-17.02 1.0000 1.0000 INDUCTION(2) 1 L25 13 2"Rigid Conduit 12.02-17.02 1.0000 1.0000 L25 18 Safety Line 3/8 12.02-17.02 1.0000 1.0000 L25 20 1.25"x6.5"FP 12.02-17.02 1.0000 1.0000 L25 21 1.25"x6.5"FP 12.02-17.02 1.0000 1.0000 L25 22 1.25"x6.5"FP 12.02-17.02 1.0000 1.0000 L25 23 1.25"x6.5"FP 12.02-17.02 1.0000 1.0000 L26 1 LDF2-50(3/8") 7.02- 12.02 1.0000 1.0000 L26 2 LDF7-50A(1-5/8") 7.02-12.02 1.0000 1.0000 L26 8 RFA1206-24S26-XXX(1-1/4) 7.02- 12.02 1.0000 1.0000 L26 9 MLCH 12/24 LOW 7.02-12.02 1.0000 1.0000 INDUCTION(2) L26 13 2"Rigid Conduit 7.02-12.02 1.0000 1.0000 L26 18 Safety Line 3/8 7.02-12.02 1.0000 1.0000 L26 20 1.25"x6.5"FP 7.02-12.02 1.0000 1.0000 L26 21 1.25"x6.5"FP 7.02-12.02 1.0000 1.0000 L26 22 1.25"x6.5"FP 7.02-12.02 1.0000 1.0000 L26 23 1.25"x6.5"FP 7.02-12.02 1.0000 1.0000 L27 1 LDF2-50(3/8") 2.02-7.02 1.0000 1.0000 L27 2 LDF7-50A(1-5/8") 2.02-7.02 1.0000 1.0000 L27 8 RFA1206-24S26-XXX(1-1/4) 2.02-7.02 1.0000 1.0000 L27 9 MLCH 12/24 LOW 2.02-7.02 1.0000 1.0000 INDUCTION(2) L27 13 2"Rigid Conduit 2.02-7.02 1.0000 1.0000 L27 18 Safety Line 3/8 2.02-7.02 1.0000 1.0000 L27 20 1.25"x6.5"FP 2.02-7.02 1.0000 1.0000 L27 21 1.25"x6.5"FP 2.02-7.02 1.0000 1.0000 tnxTower '°b Page 78875.013.01 - Progress, OR (BU# 874140) 14 of 36 B+T Group Project Date 1717S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vina ak FAX.(918)587-4630 Y Tower Feed Line Description Feed Line K K. Section Record No. Segment Elev. No Ice Ice L27 22 1.25"x6.5"FP 2.02-7.02 1.0000 1.0000 L27 23 1 25"x6.5"FP 2.02-7.02 1.0000 1.0000 L28 1 LDF2-50(3/8") 0.00-2.02 1.0000 1.0000 L28 2 LDF7-50A(1-5/8") 0.00-2.02 1.0000 1.0000 L28 8 RFA1206-24S26-XXX(1-1/4) 0.00-2.02 1.0000 1.0000 L28 9 MLCH 12/24 LOW 0.00-2.02 1.0000 1.0000 INDUCTION(2) L28 13 2"Rigid Conduit 0.00-2.02 1.0000 1.0000 L28 18 Safety Line 3/8 0.00-2.02 1.0000 1.0000 L28 20 1.25"x6.5"FP 0.00-2.02 1.0000 1.0000 L28 21 1.25"x6.5"FP 0.00-2.02 1.0000 1.0000 L28 22 1.25"x6.5"FP 0.00-2.02 1.0000 1.0000 L28 23 1.25"x6.5"FP 0.00-2.02 1.0000 1.0000 Effective Width of Flat Linear Attachments / Feed Lines Tower Attachment Description Attachment Ratio Effective Section Record No. SegmentElev. Calculation Width Method Ratio L I I 25 1"x6"FP 67.60-70.00 Auto 0.2148 L11 26 1"x6"FP 67.60-70.00 Auto 0.2148 L 11 27 1"x6"FP 67.60-70.00 Auto 0.2148 LI1 28 1"x6"FP 67.60-70.00 Auto 0.2148 L12 25 1"x6"FP 67.35-67.60 Auto 0.4163 L12 26 1"x6"FP 67.35-67.60 Auto 0.4163 L12 27 1"x6"FP 67.35-67.60 Auto 0.4163 L12 28 1"x6"FP 67.35-67.60 Auto 0.4163 LI3 25 1"x6"FP 62.35-67.35 Auto 0.3840 L13 26 1"56"FP 62.35-67.35 Auto 0.3840 L13 27 I"x6"FP 62.35-67.35 Auto 0.3840 L13 28 1"x6"FP 62.35-67.35 Auto 0.3840 • L14 25 1"x6"FP 57.35-62.35 Auto 0.3327 L14 26 I"x6"FP 57.35-62.35 Auto 0.3327 i L14 27 1"x6"FP 57.35-62.35 Auto 0.3327 L14 28 1"x6"FP 57.35-62.35 Auto 0.3327 L15 25 1"x6"FP 51.17-57.35 Auto 0.2822 L15 26 1"x6"FP 51.17-57.35 Auto 0.2822 L15 27 1"x6"FP 51.17-57.35 Auto 0.2822 L15 28 1"x6"FP 51.17-57.35 Auto 0.2822 L16 25 I"x6"FP 50.00-51.17 Auto 0.3001 L16 26 1"x6"FP 50.00-51.17 Auto 0.3001 L 16 27 1"x6"FP 50.00-51.17 Auto 0.3001 L16 28 1"x6"FP 50.00-51.17 Auto 0.3001 L17 25 1"x6"FP 45.00-50.00 Auto 0.2642 L17 26 I"x6"FP 45.00-50.00 Auto 0.2642 L17 27 1"x6"FP 45.00-50.00 Auto 0.2642 L17 28 1"x6"FP 45.00-50.00 Auto 0.2642 L18 25 1"x6"FP 40.00-45.00 Auto 0.2184 LI 8 26 1"x6"FP 40.00-45.00 Auto 0.2184 L18 27 1"x6"FP 40.00-45.00 Auto 0.2184 L18 28 1"x6"FP 40.00-45.00 Auto 0.2184 L19 25 1"x6"FP 35.00-40.00 Auto 0.1.671 L19 26 1"x6"FP 35.00-40.00 Auto 0.1671 L19 27 1"5t6"FP 35.00-40.00 Auto 0.1671 tnxl owet� Job Page 78875.013.01 - Progress, OR (BU# 874140) 15 of 36 B+T Group Project Date 1717S.Boulder,Suite 300 14.16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vina ak FAX:(918)587-4630 Y Tower Attachment Description Attachment Ratio Effective Section Record No. Segment Elev. Calculation Width Method Ratio L19 28 1"x6"FP 35.00-40.00 Auto 0.1671 L20 20 1.25"x6.5"FP 32.27-35.00 Auto 0.2026 L20 21 1.25"x6.5"FP 32.27-35.00 Auto 0.2026 L20 22 1.25"x6.5"FP 32.27-35.00 Auto 0.2026 L20 23 1.25"x6.5"FP 32.27-35.00 Auto 0.2026 L21 20 1.25"x6.5"FP 32.02-32.27 Auto 0.2430 L21 21 1.25"x6.5"FP 32.02-32.27 Auto 0.2430 L21 22 1.25"x6.5"FP 32.02-32.27 Auto 0.2430 L21 23 1.25"x6.5"FP 32.02-32.27 Auto 0.2430 L22 20 1.25"x6.5"FP 27.02-32.02 Auto 0.2184 L22 21 1.25"x6.5"FP 27.02-32.02 Auto 0.2184 L22 22 1.25"x6.5"FP 27.02-32.02 Auto 0.2184 L22 23 I.25"x6.5"FP 27.02-32.02 Auto 0.2184 L23 20 1.25"x6.5"FP 22.02-27.02 Auto 0.1711 L23 21 1.25"x6.5"FP 22.02-27.02 Auto 0.1711 L23 22 1.25'x6.5"FP 22.02-27.02 Auto 0.1711 L23 23 1.25"x6.5"FP 22.02-27.02 Auto 0.1711 L24 20 1..25"x6.5"FP 17.02-22.02 Auto 0.1289 L24 21 1.25"x6.5"FP 17.02-22.02 Auto 0.1289 L24 22 1.25"x6.5"FP 17.02-22.02 Auto 0.1289 L24 23 1.25"x6.5"FP 17.02-22.02 Auto 0.1289 L25 20 1.25"x6.5"FP 12.02-17.02 Auto 0.0866 L25 21 I.25"x6.5"FP 12.02-17.02 Auto 0.0866 L25 22 1.25"x6.5"FP 12.02-17.02 Auto 0.0866 L25 23 1.25"x6.5"FP 12.02-17.02 Auto 0.0866 L26 20 1.25"x6.5"FP 7.02-12.02 Auto 0.0393 L26 21 L25"x6.5"FP 7.02-12.02 Auto 0.0393 L26 22 I.25"x6.5"FP 7.02-12.02 Auto 0.0393 L26 23 I.25"x6.5"FP 7.02-12.02 Auto 0.0393 L27 20 1.25"x6.5"FP 2.02-7.02 Auto 0.0033 L27 21 I.25"x6.5"FP 2.02-7.02 Auto 0.0033 L27 22 1.25"x6.5"FP 2.02-7.02 Auto 0.0033 L27 23 1.25"x6.5"FP 2.02-7.02 Auto 0.0033 L28 20 I.25"x6.5"FP 0.00-2.02 Auto 0.0000 L28 21 1.25"x6.5"FP 0.00-2.02 Auto 0.0000 L28 22 1.25"x6.5"FP 0.00-2.02 Auto 0.0000 L28 23 1.25"x6.5"FP 0.00-2.02 Auto 0.0000 Discrete Tower Loads Descripnonr Face Offset Offsets: Azimuth Placement C,,AA CAAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert It It .02 jt2 K ft n Lightning Rod 5/8"x 6' C None 0.000 119.084 No Ice 0.375 0.375 0.006 1/2"Ice 0.989 0.989 0.010 1"Ice 1.619 1.619 0.019 2"Ice 2.464 2.464 0.047 * HB-X-ID-19-65-00T A From Leg 1.000 0.000 114.000 No Ice 2.442 2.442 0.029 0.000 1/2"Ice 3.500 3.500 0.056 Job Page tnxTower 78875.013.01 - Progress, OR (BU# 874140) 16 of 36 B+T Group Project Date 1717 S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vine ak FAX:(918)587-4630 y Description Face Offset Offsets: A-intth Placement C,A,, CA,, Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft " ft JP fry K f n 1.000 1"Ice 3.916 3.916 0.089 2"Ice 4.775 4.775 0.169 HB-X-ID-19-65-00T B From Leg 1.000 0.000 114.000 No Ice 2.442 2.442 0.029 0.000 1/2"Ice 3.500 3.500 0.056 1.000 1"Ice 3.916 3.916 0.089 2"Ice 4.775 4.775 0.169 HB-X-ID-19-65-00T C From Leg 1.000 0.000 114.000 No Ice 2.442 2.442 0.029 0.000 1/2"Ice 3.500 3.500 0.056 1.000 I"Ice 3.916 3.916 0.089 2"Ice 4.775 4,775 0.169 AB-ACCESS B From Leg 1.000 0.000 114.000 No Ice 1,667 0.607 0.011 0.000 1/2"Ice 1.837 0.736 0.022 3.000 1"Ice 2.015 0.872 0.035 2"Ice 2.393 1.164 0.069 Pipe Mount[PM 602-3] C None 0.000 114.000 No Ice 6.670 6.670 0.279 1/2"Ice 7.700 7.700 0.344 I"Ice 8.740 8.740 0.423 2"Ice 10.900 10.900 0.628 Pipe Mount[PM 602-1] A From Leg 0.500 0.000 110.000 No Ice 2.780 2.780 0.093 0.000 1/2"Ice 3.210 3.210 0.115 0.000 I"Ice 3.640 3.640 0.141 • 2"Ice 4.540 4.540 0.209 TMBXX-6516-A2M w/ A From Leg 4.000 0.000 97.000 No Ice 5.180 3.970 0.054 • Mount Pipe 0.000 1/2"Ice 5.700 4.470 0.098 3.000 I"Ice 6.240 4.980 0.151 2"Ice 7.360 6.060 0.284 TMBXX-6516-A2M w/ B From Leg 4.000 0.000 97.000 No Ice 5.180 3.970 0.054 Mount Pipe 0.000 1/2"Ice 5.700 4.470 0.098 3.000 1"Ice 6.240 4.980 0.151 2"Ice 7.360 6.060 0.284 TMBXX-6516-A2M w/ C From Leg 4.000 0.000 97.000 No Ice 5.180 3.970 0.054 Mount Pipe 0.000 1/2"Ice 5.700 4.470 0.098 3.000 1"Ice 6.240 4.980 0.151 2"Ice 7.360 6.060 0.284 AEHC w/Mount Pipe A From Leg 4.000 0.000 97.000 No Ice 6.956 3.452 0.114 0.000 1/2"Ice 7.345 3.932 0.168 3.000 1"Ice 7.743 4.429 0.228 2"Ice 8.569 5.471 0.369 AEHC w/Mount Pipe B From Leg 4,000 0.000 97.000 No Ice 6.956 3.452 0.114 0.000 1/2"Ice 7.345 3.932 0.168 3.000 1"Ice 7.743 4.429 0.228 2"Ice 8.569 5.471 0.369 AEHC w/Mount Pipe C From Leg 4.000 0.000 97.000 No Ice 6.956 3.452 0.114 1 0.000 1/2"Ice 7.345 3.932 0.168 3.000 1"Ice 7.743 4.429 0.228 2"Ice 8.569 5.471 0.369 FFHH-65C-R3 w/Mount A From Leg 4.000 0.000 97.000 No Ice 12.970 6.200 0.161 Pipe 0.000 1/2"Ice 13.620 6.770 0.296 1.000 I"Ice 14.270 7.360 0.445 2"Ice 15.620 8.570 0.790 FFHH-65C-R3 w/Mount B From Leg 4.000 0.000 97.000 No Ice 12.970 6.200 0.161 Pipe 0.000 1/2"Ice 13.620 6.770 0.296 1.000 1"Ice 14.270 7.360 0.445 2"Ice 15.620 8.570 0.790 FFHH-65C-R3 w/Mount C From Leg 4.000 0.000 97.000 No Ice 12.970 6.200 0.161 tnxTower Job Page 78875.013.01 - Progress, OR (BU# 874140) 17 of 36 B+TGroup Project Date 1717 S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vina FAX.:(918)587-4630 yak Description Face Offset Offsets.. Azimuth Placement CAA,, CAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 It n' .R' K . ft ft Pipe 0.000 1/2"Ice 13.620 6.770 0.296 1.000 I"Ice 14.270 7.360 0.445 2"Ice 15.620 8.570 0.790 HCS 2,0 • A From Leg 4.000 0.000 97.000 No Ice 0.944 0.698 0.001 0.000 1/2"Ice 1.078 0.817 0.010 3.000 1"Ice 1.221 0.944 0.020 2"Ice 1.527 1.218 0.047 RNSDC-7771-PF-48 A From Leg 4.000 0.000 97.000 No Ice 3.203 1.027 0.019 0.000 1/2"Ice 3.425 1.171 0.040 3.000 1"Ice 3.654 1.322 0.065 2"Ice 4.134 1.645 0.124 AHFIG A From Leg 4.000 0.000 97.000 No Ice 3.082 1.404 0.079 0.000 1/2"Ice 3.313 1.586 0.100 3.000 1"Ice 3.552 1.775 0.125 2"Ice 4.052 2.175 0.183 AHFIG B From Leg 4.000 0.000 97.000 No Ice 3.082 1.404 0.079 0.000 1/2"Ice 3.313 1.586 0.100 3.000 1"Ice 3.552 1.775 0.125 2"Ice 4.052 2.175 0.183 AHFIG C From Leg 4.000 0.000 97.000 No Ice 3.082 1.404 0.079 0.000 1/2"Ice 3.313 1.586 0.100 3.000 I"Ice 3.552 1.775 0.125 2"Ice 4.052 2.175 0.183 AHLOA A From Leg 4.000 0.000 97,000 No Ice 2.229 1.391 0.084 0.000 1/2"Ice 2.422 1.552 0.102 1.000 1"Ice 2.623 1.720 0.123 2"Ice 3.048 2.082 0.175 AHLOA B From Leg 4.000 0.000 97.000 No Ice 2.229 1.391 0.084 0.000 1/2"Ice 2.422 1.552 0.102 1.000 1"Ice 2.623 1.720 0.123 • 2"Ice 3.048 2.082 0.175 AHLOA C From Leg 4.000 0.000 97.000 No Ice 2.229 1.391 0.084 0.000 1/2"Ice 2.422 1.552 0,102 1.000 1"Ice 2.623 1.720 0.123 2"Ice 3.048 2.082 0.175 8'x 2"Mount Pipe A From Leg 4.000 0.000 97.000 No Ice 1.900 1.900 0.029 0.000 1/2"Ice 2.728 2.728 0.044 1.000 1"Ice 3.401 3.401 0.063 2"Ice 4.396 4.396 0.119 8'x 2"Mount Pipe B From Leg 4.000 0.000 97.000 No Ice 1.900 1.900 0.029 0.000 1/2"Ice 2.728 2.728 0.044 1.000 1"Ice 3.401 3.401 0.063 2"Ice 4.396 4.396 0.119 8'x 2"Mount Pipe C From Leg 4.000 0.000 97.000 No Ice 1.900 1.900 0.029 0.000 1/2"Ice 2.728 2.728 0.044 1.000 1"Ice 3.401 3.401 0.063 2"Ice 4.396 4.396 0.119 Platform Mount[LP C None 0.000 97.000 No Ice 17.090 17.090 1.495 303-1_HR-I] 1/2"Ice 21.470 21.470 1.881 I"Ice 25.720 25.720 2.346 2"Ice 33.960 33.960 3.518 • 9'x 2"Pipe Mount A From Leg 2.000 0.000 85.000 No Ice 2.138 2.138 0.065 0.000 1/2"Ice 3.066 3.066 0.081 0.000 1"Ice 4.010 4.010 0.103 2"Ice 5.131 5.131 0.165 9'x 2"Pipe Mount B From Leg 2.000 0.000 85.000 No Ice 2.138 2.138 0.065 tnxTowe p Job Page 78875.013.01 - Progress, OR (BU# 874140) 18 of 36 B+T Group Project Date 1717S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vina ak FAX:(918)587-4630 Y Description Face Ojset Offsets: Azimuth Placement C1.A_, CAA,: Weight ar Type Harz Adjustment Front Side Leg Lateral Vert ft " ft ft2 K ft ft 0.000 1/2"Ice 3.066 3.066 0.081 0.000 I"Ice 4.010 4.010 0.103 2"Ice 5.131 5.131 0.165 9'x 2"Pipe Mount C From Leg 2.000 0.000 85.000 No Ice 2.138 2.138 0.065 0.000 1/2"Ice 3.066 3.066 0.081 0.000 I"Ice 4.010 4.010 0.103 2"Ice 5.131 5.131 0.165 T-Arm Mount[TA 702-3] C None 0.000 85.000 No Ice 4.750 4.750 0.339 • 1/2"Ice 5.820 5.820 0.432 1"Ice 6.980 6.980 0.550 2"Ice 9.720 9.720 0.868 * TME-RCMDC-3315-PF-48 A From Leg 1.000 0.000 76.000 No Ice 3.708 2.192 0.032 0.000 1/2"Ice 3.950 2.395 0.062 0.000 1"Ice 4.200 2.606 0.097 2"Ice 4.723 3.049 0.176 TME-RCMDC-3315-PF-48 B From Leg 1.000 0.000 76.000 No Ice 3.708 2.192 0.032 0.000 1/2"Ice 3.950 2.395 0.062 0.000 1"Ice 4.200 2.606 0.097 2"Ice 4.723 3.049 0.176 (2) C From Leg 1.000 0.000 76.000 No Ice 3.708 2.192 0.032 TME-RCMDC-3315-PF-48 0.000 1/2"Ice 3.950 2.395 0.062 0.000 1"Ice 4.200 2.606 0.097 2"Ice 4.723 3.049 0.176 S x 2"Pipe Mount A From Leg 1.000 0.000 76.000 No Ice 1.188 1.188 0.018 0.000 1/2"Ice 1.496 1.496 0.027 0.000 1"Ice 1.807 1.807 0.040 2"Ice 2.458 2.458 0.076 5'x 2"Pipe Mount B From Leg 1.000 0.000 76.000 No Ice 1.188 1.188 0.018 0.000 1/2"Ice 1.496 1.496 0.027 0.000 1"Ice 1.807 1.807 0.040 2"Ice 2.458 2.458 0.076 (2)5'x 2"Pipe Mount C From Leg 1.000 0.000 76.000 No Ice 1.188 1.188 0.018 0.000 1/2"Ice 1.496 1.496 0.027 0.000 1"Ice 1.807 1.807 0.040 2"Ice 2.458 2.458 0.076 Side Arm Mount[SO 102-I] C From Leg 0.500 0.000 76.000 No Ice 1.500 1.500 0.025 0.000 1/2"Ice 1.740 1.740 0.035 0.000 1"Ice 1.980 1.980 0.045 2"Ice 2.460 2.460 0.065 Side Arm Mount[SO 102-3] C None 0.000 76.000 No Ice 3.600 3.600 0.075 1/2"Ice 4.180 4.180 0.105 1"Ice 4.750 4.750 0.135 2"Ice 5.900 5.900 0.195 * RRUS 32 B2 A From Leg 4.000 0.000 75.000 No Ice 2.731 1.668 0.053 0.000 1/2"Ice 2.953 1.855 0.074 1.000 1"Ice 3.182 2.049 0.098 2"Ice 3.663 2.458 0.157 RRUS 32 B2 B From Leg 4.000 0.000 75.000 No Ice 2.731 1.668 0.053 0.000 1/2"Ice 2.953 1.855 0.074 1.000 1"Ice 3.182 2.049 0.098 2"Ice 3.663 2.458 0.157 (2)RRUS 32 B2 C From Leg 4.000 0000 75.000 No Ice 2.731 1,668 0.053 0.000 1/2"Ice 2.953 1.855 0.074 1.000 1"Ice 3.182 2.049 0.098 2"Ice 3.663 2.458 0.157 Job Page tnxTower 78875.013.01 - Progress, OR (BU# 874140) 19 of 36 B+T Group Project Date 1717S.Boulder,Suite300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX.'(918)587-4630 Vinayak Descnp(ion !'ace Offset Offsets: Azimuth Placement ('14, C',4, Weight or 7'yye Hors Adjustment Front Side Leg Lateral Vert ft ° ft ftt ftr K l ft ft RRUS 32 B66 A From Leg 4.000 0000 75.000 No Ice 2.743 1.668 0.053 0.000 1/2"Ice 2.965 1.855 0.074 1.000 1"Ice 3.194 2.049 0.098 2"Ice 3.675 2.458 0.157 RRUS 32 B66 B From Leg 4.000 0.000 75.000 No Ice 2.743 1.668 0.053 0.000 1/2"Ice 2.965 1.855 0.074 1.000 1"Ice 3.194 2.049 0.098 2"Ice 3.675 2.458 0.157 (2)RRUS 32 B66 C From Leg 4.000 0.000 75.000 No Ice 2.743 1.668 0.053 0.000 1/2"Ice 2.965 1.855 0.074 1.000 1"Ice 3.194 2.049 0.098 2"Ice 3.675 2.458 0.157 Sub6 Antenna w/Mount Pipe A From Leg 4.000 0.000 75.000 No Ice 4.234 2.875 0.094 0.000 1/2"Ice 4.557 3.304 0.134 0.000 1"Ice 4.889 3.748 0.178 2"Ice 5.585 4.686 0.283 Sub6 Antenna w/Mount Pipe B From Leg 4.000 0.000 75.000 No Ice 4.234 2.875 0.094 0.000 1/2"Ice 4.557 3.304 0.134 0.000 1"Ice 4.889 3.748 0.178 2"Ice 5.585 4.686 0.283 Sub6 Antenna w/Mount Pipe C From Leg 4.000 0.000 75.000 No Ice 4.234 2.875 0.094 0.000 1/2"Ice 4.557 3.304 0.134 0.000 I"Ice 4.889 3.748 0.178 2"Ice 5.585 4.686 0.283 (3)MX06FRO840-02 w/ A From Leg 4.000 0.000 75.000 No Ice 10.010 6.390 0.126 Mount Pipe 0.000 1/2"Ice 10.610 6.950 0.248 0.000 1"Ice 11.220 7.530 0.384 2"Ice 12.470 8.700 0.700 (2)MX06FR0840-02 w/ B From Leg 4.000 0.000 75.000 No Ice 10.010 6.390 0.126 Mount Pipe 0.000 1/2"Ice 10.610 6.950 0.248 0.000 1"Ice 11.220 7.530 0.384 2"Ice 12.470 8.700 0.700 (3)MX06FRO840-02 w/ C From Leg 4.000 0.000 75.000 No Ice 10.010 6.390 0.126 Mount Pipe 0.000 1/2"Ice 10.610 6.950 0.248 0.000 1"Ice 11.220 7.530 0.384 2"Ice 12.470 8.700 0.700 STREETMACRO 6701 w/ A From Leg 4.000 0.000 75.000 No Ice 1.542 1.398 0.039 Mount Pipe 0.000 1/2"Ice 1.762 1.708 0.057 0.000 1"Ice 1.997 2.035 0.079 2"Ice 2.500 2.738 0.134 STREETMACRO 6701 w/ B From Leg 4.000 0.000 75.000 No Ice 1.542 1.398 0.039 Mount Pipe 0.000 1/2"Ice 1.762 1.708 0.057 0.000 I"Ice 1.997 2.035 0.079 2"Ice 2.500 2.738 0.134 STREETMACRO 6701 w/ C From Leg 4.000 0.000 75.000 No Ice 1.542 1.398 0.039 Mount Pipe 0.000 1/2"Ice 1.762 1.708 0.057 0.000 1"Ice 1.997 2.035 0.079 2"Ice 2.500 2.738 0.134 4449 A From Leg 4.000 0.000 75.000 No Ice 1.969 1.402 0.071 0.000 1/2"Ice 2.145 1.558 0.089 0.000 I"Ice 2.329 1.720 0.110 2"Ice 2.719 2.068 0.162 4449 B From Leg 4.000 0.000 75.000 No Ice 1.969 1.402 0.071 0.000 1/2"Ice 2.145 1.558 0.089 0.000 1"Ice 2.329 1.720 0.110 2"Ice 2.719 2.068 0.162 (2)4449 C From Leg 4.000 0.000 75.000 No Ice 1.969 1.402 0.071 tIZXTower Job Page 78875.013.01 - Progress, OR (BU# 874140) 20 of 36 B+T Grow Project Date P 1717 S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX.•(918)587-4630 Vinayak Description Face Offset Offsets: Azimuth Placement CIO 1 C,,A.� Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft' ft2 K 1? ft 0.000 1/2"Ice 2.145 1.558 0.089 0.000 1"Ice 2.329 1.720 0.110 2"Ice 2.719 2.068 0.162 RVZDC-6627-PF-48 C From Leg 4.000 0.000 75.000 No Ice 3.792 2.514 0.032 0.000 1/2"Ice 4.044 2.727 0.063 0.000 1"Ice 4.303 2.947 0.099 2"Ice 4.844 3.417 0.181 8'x 2"Mount Pipe A From Leg 4.000 0.000 75.000 No Ice 1.900 1.900 0.029 0.000 1/2"Ice 2.728 2.728 0.044 0.000 1"Ice 3.401 3.401 0.063 2"Ice 4.396 4.396 0.119 8'x 2"Mount Pipe C From Leg 4.000 0.000 75.000 No Ice 1.900 1.900 0.029 0.000 1/2"Ice 2.728 2.728 0.044 0.000 1"Ice 3.401. 3.401 0.063 2"Ice 4.396 4.396 0.119 Platform Mount[LP C None 0.000 75.000 No Ice 26.700 26.700 2.627 1304-1 FIR-1j 1/2"Ice 32.690 32.690 3.571 1"Ice 38.530 38.530 4.662 2"Ice 49.910 49.910 7.291 s (2)95MPR11-C128F40-220 A From Leg 1.000 0.000 65.000 No Ice 0.900 0.453 0.012 0.000 1/2"Ice 1.020 0.545 0.019 0.000 1"Ice 1.148 0.648 0.028 2"Ice 1.426 0.876 0.053 Pipe Mount[PM 601-1] A From Leg 0.500 0.000 65.000 No Ice 1.320 1.320 0.065 0.000 1/2"Ice 1.580 1.580 0.077 0.000 1"Ice 1.840 1.840 0.093 2"Ice 2.400 2.400 0.134 * CXL 900-3LW B From Leg 4.000 0.000 47.000 No Ice 0.145 0.145 0.001 0.000 1/2"Ice 0.334 0.334 0.003 3.000 1"Ice 0.483 0.483 0.006 2"Ice 0.808 0.808 0.018 CAVITY FILTER 13 From Leg 4.000 0.000 47.000 No Ice 0.195 0.084 0.002 0.000 1/2"Ice 0.253 0.124 0.004 3.000 1"Ice 0.319 0.171 0.007 2"Ice 0.473 0.287 0.016 LNA B From Leg 4.000 0.000 47.000 No Ice 0.142 0.054 0.002 0.000 1/2"Ice 0.192 0.090 0.003 3.000 I"Ice 0.250 0.133 0.005 2"Ice 0.386 0.244 0.012 3'x 2"Pipe Mount B From Leg 0.500 0.000 47.000 No Ice 0.583 0.583 0.011 0.000 1/2"Ice 0.770 0.770 0.017 0.000 1"Ice 0.967 0.967 0.024 2"Ice 1.388 1.388 0.047 Side Arm Mount[SO 305-1] B From Leg 1.500 0.000 47,000 No Ice 0.530 1.520 0.030 0.000 1/2"Ice 0.780 2.070 0.044 0.000 1"Ice 1.060 2.660 0.064 2"Ice 1.730 3.910 0.125 Side Arm Mount[SO 102-3] C None 0.000 47.000 No Ice 3.600 3.600 0.075 1/2"Ice 4.180 4.180 0.105 l"Ice 4.750 4.750 0.135 2"Ice 5.900 5.900 0.195 r tnxTower Job Page 78875.013.01 - Progress, OR (BU#874140) 21 of 36 B+T Group Project Date 1717 S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vina FAX:(918)587-4630 yak Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Hors Adjustment Beam Diameter Area Leg Lateral Width Vert n n ft t� K Radiowaves SPl-5.2 A Paraboloid From 1.000 10.000 65.000 1.000 No Ice 0.800 0.015 w/Shroud(HP) Leg 0.000 1/2"Ice 0.921 0.020 0.000 1"Ice 1.043 0.024 2"Ice 1.285 0.034 i Load Combinations Comb. Descripnore No. 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg-No Ice 3 0.9 Dead+1.0 Wind 0 deg-No Ice 4 1.2 Dead+1.0 Wind 30 deg-No Ice 5 0.9 Dead+1.0 Wind 30 deg-No Ice 6 1.2 Dead+1.0 Wind 60 deg-No Ice 7 0.9 Dead+1.0 Wind 60 deg-No Ice 8 1.2 Dead+1.0 Wind 90 deg-No Ice 9 0.9 Dead+1.0 Wind 90 deg-No Ice 10 1.2 Dead+1.0 Wind 120 deg-No Ice 11 0.9 Dead+1.0 Wind 120 deg-No Ice 12 1.2 Dead+1.0 Wind 150 deg-No Ice 13 0.9 Dead+1.0 Wind 150 deg-No Ice 14 1.2 Dead+1.0 Wind 180 deg-No Ice 15 0.9 Dead+1.0 Wind 180 deg-No Ice 16 1.2 Dead+l.0 Wind 210 deg-No Ice 17 0.9 Dead+1.0 Wind 210 deg-No Ice 18 1.2 Dead+1.0 Wind 240 deg-No Ice 19 0.9 Dead+1.0 Wind 240 deg-No Ice 20 1.2 Dead+1.0 Wind 270 deg-No Ice 21 0.9 Dead+I.O Wind 270 deg-No Ice 22 1.2 Dead+1.0 Wind 300 deg-No Ice 23 0.9 Dead+1.0 Wind 300 deg-No Ice 24 1.2 Dead+1.0 Wind 330 deg-No Ice 25 0.9 Dead+1.0 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+l.0lce+1 0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.01ce+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service tnxTower Job Page 78875.013.01 -Progress, OR (BU# 874140) 22 of 36 B+T Group Project Date 1717 S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vlna ak FAX:(918)587-4630 • Y • Comb. Description No. 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service i 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip-ft kip-ft LI 116.084- Pole Max Tension 21 0.000 -0.000 -0.000 111.084 Max.Compression 26 -1.406 -0.014 -0.009 Max.Mx 8 -0.578 -2.236 -0.087 Max.My 14 -0.579 -0.089 -2.136 Max.Vy 20 -0.653 2.222 0.081 Max.Vx 2 -0.637 0.079 2.128 Max.Torque 4 -0.029 L2 111.084- Pole Max Tension I 0.000 0.000 0.000 106 084 Max.Compression 26 -2.032 0.077 0.235 Max.Mx 20 -0.857 6.289 0.270 Max.My 2 -0.858 0.169 6.215 Max.Vy 20 -0.917 6.289 0.270 Max.Vx 2 -0.898 0.169 6.215 Max.Torque 10 0.078 L3 106.084- Pole Max Tension I 0.000 0.000 0.000 101.084 Max.Compression 26 -2.486 0.176 0.289 Max.Mx 20 -1.042 11.330 0.353 Max.My 2 -1.044 0.261 11.157 Max.Vy 20 -1.095 11.330 0.353 Max.Vx 2 -1.077 0.261 11.157 Max.Torque 10 0.078 L4 101.084- Pole Max Tension 1 0.000 0.000 0.000 100.084 Max.Compression 26 -2.579 0.196 0.301 Max.Mx 20 -1.081 12.446 0.369 Max.My 2 -1.082 0.279 12.254 Max.Vy 20 -1.132 12.446 0.369 Max.Vx 2 -1.114 0.279 12.254 Max.Torque 10 0.078 L5 100.084- Pole Max Tension 1 0.000 0.000 0.000 95.084 Max.Compression 26 -11.074 0.321 0.945 Max.Mx 20 -4,853 27.269 0.551 Max.My 2 -4.850 0.377 27.375 Max.Vy 20 -3.929 27.269 0.551 Max.Vx 2 -3.969 0.377 27.375 Max.Torque 20 -0.272 L6 95.084- Pole Max Tension 1 0.000 0.000 0.000 90.084 Max.Compression 26 -11.629 0.480 1.020 " Job Page m x Uwe 78875.013.01 - Progress. OR (BU# 874140) 23 of 36 B+T Group Project Date 1717 S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vina FAX:(918)587-4630 yak Section Elevation Component Condition Gov. ,Izial Major Axis Minor Axis No. fi Type Load Moment Moment Comb. K kip-fi lupf Max.Mx 20 -5.135 47.400 0.635 Max.My 2 -5.132 0.480 47.698 Max.Vy 20 -4.119 47.400 0.635 Max.Vx 2 -4.159 0.480 47.698 Max.Torque 20 -0.272 L7 90.084- Pole Max Tension 1 0.000 0.000 0.000 85.084 Max.Compression 26 -12.204 0.645 1.095 Max.Mx 20 -5.434 68.488 0.717 Max.My 2 -5.432 0.584 68.976 Max.Vy 20 -4.312 68.488 0.717 Max.Vx 2 -4.352 0.584 68.976 Max.Torque 20 -0.272 L8 85.084- Pole Max Tension I 0.000 0.000 0.000 80.084 Max.Compression 26 -13.966 0.821 1.171 Max.Mx 20 -6.375 92.128 0.799 Max.My 2 -6.373 0.689 92.806 Max.Vy 20 -4.829 92.128 0.799 Max.Vx 2 -4.869 0.689 92.806 Max.Torque 20 -0.272 L9 80.084- Pole Max Tension 1 0.000 0.000 0.000 75.084 Max.Compression 26 -15.574 1.359 1.039 Max.Mx 20 -7.044 117.389 0.797 Max.My 2 -7.043 0.898 118.043 Max.Vy 20 -5.570 117.389 0.797 Max.Vx 14 5.592 -0.239 -117.580 Max.Torque 20 -0.272 L 10 75.084- Pole Max Tension 1 0.000 0.000 0.000 • 70.084 Max.Compression 26 -29.752 6.417 1.193 • • Max.Mx 20 -13.105 165.398 0.206 Max.My 2 -13.105 2.282 164.101 Max.Vy 20 -9.301 165.398 0.206 Max.Vx 14 9.320 1.950 -164.014 Max.Torque 2 1.644 L11 70.084- Pole Max Tension 1 0.000 0.000 0.000 67.604 Max Compression 26 -30.233 6.519 1.163 Max.Mx 20 -13.326 188.552 -0.003 Max.My 2 -13.326 2.111 187.272 Max.Vy 20 -9.380 188.552 -0.003 Max.Vx 14 9.399 2.165 -187.219 Max.Torque 2 1.644 L12 67.604- Pole Max Tension 1 0.000 0.000 0.000 67.354 Max.Compression 26 -30.307 6.531 1.161 Max.Mx 20 -13.379 190.897 -0.024 Max.My 2 -13.378 2.094 189.619 Max.Vy 20 -9.382 190.897 -0.024 Max.Vx 14 9.401 2.186 -189.569 Max.Torque 2 1.643 L13 67.354- Pole Max Tension 1 0.000 0.000 0.000 62.354 • Max.Compression 26 -32.033 6.725 1.438 • Max.Mx 20 -14.412 238.600 -0.278 Max.My 2 -14.410 1.744 237.625 Max.Vy 20 -9.690 238.600 -0.278 Max.Vx 14 9.748 2.626 -237.295 Max.Torque 14 -1.646 tnxToweY Job Page 78875.013.01 - Progress, OR (BU# 874140) 24 of 36 B+T Group Project Date 1717S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK74119 Client Designed by Phone:(918)587-4630 Crown Castle Vina ak FAX.:(918)587-4630 Y Section Elevation Component Condition Gov, Awl Major Axis Minor Axis No. .R Type Load Moment Moment Comb. K kip J1 kip-Jt L14 62.354- Pole Max Tension 1 0.000 0.000 0.000 57.354 Max.Compression 26 -33.567 6.917 1.324 Max.Mx 20 -15.352 287.617 -0.739 Max.My 2 -15.350 1.388 286.822 Max.Vy 20 -9.915 287.617 -0.739 Max.Vx 14 9.973 3.071 -286.628 Max.Torque 14 -1.646 L I 5 57.354- Pole Max Tension 1 • 0.000 0.000 0.000 51.167 Max.Compression 26 -34.296 7.007 1.268 Max.Mx 20 -15.803 311.083 -0.958 Max.My 2 -15.801 1.221 310.371 Max.Vy 20 -10.020 311.083 -0.958 Max.Vx 14 10.078 3.281 -310.243 Max.Torque 14 -1.646 L16 51.167-50 Pole Max Tension I 0.000 0.000 0.000 Max.Compression 26 -36.715 7.195 1.146 Max.Mx 20 -17.466 361.865 -1.422 Max.My 14 -17.464 3.727 -361.344 Max.Vy 20 -10.283 361.865 -1.422 Max.Vx 14 10.341 3.727 -361.344 Max.Torque 14 -1.646 L17 50-45 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -38.688 7.023 0.816 Max.Mx 20 -18.674 414.016 -1.966 Max.My 14 -18.672 4.068 -414.015 Max.Vy 20 -10.641 414.016 -1.966 Max.Vx 14 10.709 4.068 -414.015 Max.Torque 14 -1.645 L18 45-40 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -40.356 7.204 0.686 Max.Mx 20 -19.761 467.747 -2.478 Max.My 14 -19.759 4.556 -468.118 Max.Vy 20 -10.852 467.747 -2.478 Max.Vx 14 10.921 4.556 -468.118 Max.Torque 2 1.508 L19 40-35 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -42.040 7.379 0.552 Max.Mx 20 -20.868 522.519 -2.992 Max.My 14 -20.866 5.043 -523.263 Max.Vy 20 -11.058 522.519 -2.992 Max.Vx 14 11.126 5.043 -523.263 Max.Torque 2 1.508 L20 35-32.27 Pole Max Tension I 0.000 0.000 0.000 Max.Compression 26 -42.975 7.472 0.476 Max.Mx 20 -21.480 552.854 -3.272 Max.My 14 -21.478 5.308 -553.803 Max.Vy 20 -11.170 552.854 -3.272 Max.Vx 14 11.239 5.308 -553.803 Max.Torque 2 I.507 L21 32.27-32.02 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -43.070 7.484 0.469 Max.Mx 20 -21.550 555.647 -3.298 Max.My 14 -21.548 5.332 -556.615 Max.Vy 20 -11.173 555.647 -3.298 Max.Vx 14 11.242 5.332 -556.615 Max.Torque 2 1.507 L22 32.02-27.02 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -44.960 7.648 0.32'7 Max.Mx 20 -22.849 612.056 -3.813 tnxTower 3°b Page 78875.013.01 - Progress, OR (BU# 874140) 25 of 36 B+T Group Project Date 1717S Boulder,Suite 300 14:16,10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vi ak FAX. na(918)587-4630 Y Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip-ft lap-ft Max.My 14 -22.847 5.816 -613.397 Max.Vy 20 -11.386 612.056 -3.813 Max.Vx 14 11.455 5.816 -613.397 Max.Torque 2 1.507 L23 27.02-22.02 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -46.861 7.810 0.181 • Max.Mx 20 -24.169 669.483 -4.329 Max.My 14 -24.168 6.299 -671.200 Max.Vy 20 -11.585 669.483 -4.329 Max.Vx 14 11.654 6.299 -671.200 Max.Torque 2 1.507 L24 22.02.17.02 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -48.771 7.968 0.034 Max.Mx 20 -25.508 727.877 -4.845 Max.My 14 -25.507 6.780 -729.969 Max.Vy 20 -11.773 727.877 -4.845 Max.Vx 14 11.841 6.780 -729.969 Max.Torque 2 1.507 L25 17.02-12.02 Pole Max Tension I 0.000 0.000 0.000 Max.Compression 26 -50.683 8.098 -0.114 Max.Mx 20 -26.865 787.177 -5.361 Max.My 14 -26.864 7.258 -789.645 Max.Vy 20 -11.948 787.177 -5.361 Max.Vx 14 12.016 7.258 -789.645 Max.Torque 2 1.507 L26 12.02-7.02 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -52.591 8.228 -0.262 Max.Mx 20 -28.241 847.347 -5.877 Max.My 14 -28.240 7.734 -850.191 Max.Vy 20 -12.122 847.347 -5.877 Max.Vx 14 12.189 7.734 -850.191 Max.Torque 2 1.507 1 L27 7.02-2.02 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -54.475 8.353 -0.407 Max.Mx 20 -29.635 908.382 -6.393 Max.My 14 -29.635 8.207 -911.601 Max,Vy 8 12.295 -903.326 5.149 Max.Vx 14 12.362 8.207 -911.601 Max.Torque 2 1.507 L28 2.02-0 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -55.213 8.399 -0.462 Max.Mx 20 -30.205 933.286 -6.601 Max.My 14 -30.205 8.397 -936.657 Max.Vy 22 -12.375 869.195 499.191 Max.Vx 14 12.432 8.397 -936.657 Max.Torque 2 1.507 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 26 55.213 0.000 0.000 Max.H„ 23 22.657 12.367 7.127 Max.H„ 2 30.209 -0.086 12.418 Max.M„ 2 934.876 -0.086 12.418 Max.M„ 8 928.200 -12.357 0.089 tnxTower Job Page 78875.013.01 - Progress, OR (BU# 874140) 26 of 36 B+T Group Project Date 1717S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX: (918)587-4630 Vlnayak • Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. w u Max.Torsion 2 1.507 -0.086 12.418 Min.Vert 9 22.657 -12.357 0.089 • Min.H, 11 22.657 -12.365 -7.130 Min.Hz 14 30.209 0.087 -12.424 Min,M, 1.4 -936.657 0.087 -12.424 Min.MM 20 -933.286 12.356 -0.088 Min.Torsion 14 -1.507 0.087 -12.424 Tower Mast Reaction Summary Load Vertical Shear; Shear, Overturning Overturning Torque Combination Moment,M,, Moment,M K K K kiP-Li kip-f kii:11 Dead Only 25.174 -0.000 0.000 0.573 2.081 -0.000 1.2 Dead+1.0 Wind 0 deg-No 30.209 0.086 -12.418 -934,876 -3.204 -1.507 Ice 0.9 Dead+1.0 Wind 0 deg-No 22.657 0.086 -12.418 -925.225 -3.833 -1.495 Ice 1.2 Dead+1.0 Wind 30 deg-No 30.209 6.786 -11.726 -862.108 -496.264 -1.477 Ice 0.9 Dead+1.0 Wind 30 deg-No 22.657 6.786 -11.726 -853.325 -491.765 -1.467 Ice 1.2 Dead+1.0 Wind 60 deg-No 30.209 10.949 -6.409 -484.136 -826.294 -0.979 Ice 0.9 Dead+1.0 Wind 60 deg-No 22.657 10.949 -6.409 479.219 -818.241 -0.974 Ice 1.2 Dead+1.0 Wind 90 deg-No 30.209 12.357 -0.089 -5.299 -928.200 -0.266 Ice 0.9 Dead+1.0 Wind 90 deg-No 22.657 12.357 -0.089 -5.429 -919.097 -0.266 Ice 1.2 Dead+1.0 Wind 120 deg- 30.209 12.365 7.130 500.766 -863.949 0.420 No Ice 0.9 Dead+1.0 Wind 120 deg- 22.657 12.365 7.130 495.490 -855.801 0.413 No Ice 1.2 Dead+1.0 Wind 150 deg- 30.209 6.497 11.407 838.888 -474.952 1.189 No Ice 0.9 Dead+I.0 Wind 150 deg- 22.657 6.497 11.407 830.016 -470.661 1.179 No Ice 1.2 Dead+1.0 Wind 180 deg- 30.209 -0.087 12.424 936.657 8.397 1.507 No Ice 0.9 Dead+1.0 Wind 180 deg- 22.657 -0.087 12.424 926.650 7.678 1.495 No Ice 1.2 Dead+1.0 Wind 210 deg- 30.209 -6.788 11.732 863.903 501.498 1.474 No Ice 0.9 Dead+1.0 Wind 210 deg- 22.657 -6.788 11.732 854.763 495.652 1.464 No Ice 1.2 Dead+l.0 Wind 240 deg- 30.209 -10.950 6.414 485.867 831.469 0.977 No Ice 0.9 Dead+1.0 Wind 240 deg- 22.657 -10.950 6.414 480.594 822.068 0.971 No Ice 1.2 Dead+1.0 Wind 270 deg- 30.209 -12.356 0.088 6.601 933.286 0.266 No Ice 0.9 Dead+1.0 Wind 270 deg- 22.657 -12.356 0.088 6.378 922.832 0.267 No Ice 1.2 Dead+1.0 Wind 300 deg- 30.209 -12.367 -7.127 -499.191 869.195 -0.411 No Ice 0.9 Dead+1.0 Wind 300 deg- 22.657 -12.367 -7.127 -494.270 859.696 -0.404 Job Page tnxTower 78875.013.01 - Progress, OR (BU# 874140) 27 of 36 B+T Group Project Date 1717S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vinayak FAX,:(918)587-4630 Load Vernal! Shear. .Shear, Overturning Overturning Torque Combination Moment, AL Moment,M, K K K kipft lap-fl lap-ft No Ice 1.2 Dead+1.0 Wind 330 deg- 30.209 -6.496 -11.402 -837.159 480.064 -1.186 No Ice 0.9 Dead+1.0 Wind 330 deg- 22.657 -6.496 -11.402 -828.641 474.425 -1.176 No Ice 1.2 Dead+1.0 Ice+1.0 Temp 55.213 -0.000 -0.000 0.462 8.399 -0.000 1.2 Dead+1.0 Wind 0 deg+1.0 55.213 0.009 -1.683 -134.012 7.807 -0.197 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 deg+1.0 55.213 0.858 -1.484 -117.854 -59.913 -0.198 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 deg+1.0 55.213 1.455 -0.850 -67.372 -107.780 -0.131 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 deg+1.0 55.213 1.676 -0.010 -0.205 -125.428 -0.039 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 55.213 1.629 0.940 71.524 -114.603 0.059 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 55.213 0.837 1.467 117.521 -58.391 0.155 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 55.213 -0.010 1.684 134.992 9.088 0.197 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 55.213 -0.858 1.485 118.836 76.814 0.198 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 55.213 -1.455 0.851 68.344 124.672 0.131 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 55.213 -1.675 0.010 1.118 142.307 0.038 deg+1.0lce+1.0 Temp 1.2 Dead+1.O Wind 300 55.213 -1.629 -0.940 -70.573 131.504 -0.058 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 55.213 -0.837 -1.467 -116.548 75.273 -0.154 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 25.174 0.031 -4.478 -334.724 0.050 -0.541 Dead+Wind 30 deg-Service 25.174 2.447 -4.229 -308.692 -176.687 -0.531 Dead+Wind 60 deg-Service 25.174 3.949 -2.311 -173.190 -294.953 -0.353 Dead+Wind 90 deg-Service 25.174 4.456 -0.032 -1.571 -331.464 -0.097 Dead+Wind 120 deg-Service 25.174 4.459 2.571 179.825 -308.480 0.150 Dead+Wind 150 deg-Service 25.174 2.343 4.114 300.998 -169.030 0.427 Dead+Wind 180 deg-Service 25.174 -0.031 4.480 336.021 4.210 0.542 Dead+Wind 210 deg-Service 25.174 -2.448 4.231 309.994 180.962 0.531 Dead+Wind 240 deg-Service 25.174 -3.949 2.313 174.468 299.206 0.352 Dead+Wind 270 deg-Service 25.174 -4.456 0.032 2.696 335.684 0.096 Dead+Wind 300 deg-Service 25.174 -4.460 -2.570 -178.602 312.757 -0.147 Dead+Wind 330 deg-Service 25.174 -2.343 -4.112 _299.718 173.260 -0.426 Solution Summary Sum ofApplied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 1 0.000 -25.174 0.000 0.000 25.174 -0.000 0.000% 2 0.086 -30.209 -12.418 -0.086 30.209 12.418 0.000% 3 0.086 -22.657 -12.418 -0.086 22.657 12.418 0.000% 4 6.786 -30.209 -11.726 -6.786 30.209 11.726 0.000% 5 6.786 -22.657 -11.726 -6.786 22.657 11.726 0.000% 6 10.949 -30.209 -6.409 -10.949 30.209 6.409 0.000% 7 10.949 -22.657 -6.409 -10.949 22.657 6.409 0.000% 8 12.357 -30.209 -0.089 -12.357 30.209 0.089 0.000% 9 12.357 -22.657 -0.089 -12.357 22,657 0.089 0.000% 10 12.365 -30.209 7.130 -12.365 30.209 -7.130 0.000% tl?XTower Job Page 78875.013.01 - Progress; OR (BU# 874140) 28 of 36 B+TGroup Project Date 1717S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)587-4630 Vinayak Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 11 12.365 -22.657 7.130 -12.365 22.657 -7.130 0.000% 12 6.497 -30.209 11.407 -6.497 30.209 -11.407 0.000% 13 6.497 -22.657 11.407 -6.497 22.657 -11.407 0.000% 14 -0.087 -30.209 12.424 0.087 30.209 -12.424 0.000% 15 -0.087 -22.657 12.424 0.087 22.657 -12.424 0.000% 16 -6.788 -30.209 11.732 6.788 30.209 -11.732 0.000% 17 -6.788 -22.657 11.732 6.788 22.657 -11.732 0.000% 18 -10.950 -30.209 6.414 10.950 30.209 -6.414 0.000% 19 -10.950 -22.657 6.414 10.950 22.657 -6.414 0.000% 20 -12.356 -30.209 0.088 12.356 30.209 -0.088 0.000% 21 -12.356 -22.657 0.088 12.356 22.657 -0.088 0.000% 22 -12.367 -30.209 -7.127 12.367 30.209 7.127 0.000% 23 -12.367 -22.657 -7.127 12.367 22.657 7.127 0.000% 24 -6.496 -30.209 -11.402 6.496 30.209 11.402 0.000% 25 -6.496 -22.657 -11.402 6.496 22.657 11.402 0.000% 26 0.000 -55.213 0.000 0.000 55.213 0.000 0.000% 27 0.009 -55.213 -1.683 -0.009 55.213 1.683 0.000% 28 0.858 -55.213 -1.484 -0.858 55.213 1.484 0.000% 29 1.455 -55.213 -0.850 -1.455 55.213 0.850 0.000% 30 1.676 -55.213 -0.010 -1.676 55.213 0.010 0.000% 31 1.629 -55.213 0.940 -1.629 55.213 -0.940 0.000% 32 0.837 -55.213 1.467 -0.837 55.213 -1.467 0.000% 33 -0.010 -55.213 1.684 0.010 55.213 -1.684 0.000% 34 -0.858 -55.213 1.485 0.858 55.213 -1.485 0.000% 35 -1.455 -55.213 0.851 1.455 55.213 -0.851 0.000% 36 -1.675 -55.213 0.010 1.675 55.213 -0.010 0.000% 37 -1.629 -55.213 -0.940 1.629 55.213 0.940 0.000% 38 0.837 -55.213 -1.466 0.837 55.213 1.467 0.000% 39 0.031 -25.174 -4.478 -0.031 25.174 4.478 0.000% 40 2.447 -25.174 -4.229 -2.447 25.174 4.229 0.000% 41 3.949 -25.174 -2.311 -3.949 25.174 2.311 0.000% 42 4.456 -25.174 -0.032 -4.456 25.174 0.032 0.000% 43 4.459 -25.174 2.571 -4.459 25.174 -2.571 0.000% 44 2.343 -25.174 4.114 -2.343 25.174 -4.114 0.000% 45 -0.031 -25.174 4.480 0.031 25.174 -4.480 0.000% 46 -2.448 -25.174 4.231 2.448 25.174 -4.231 0.000% 47 -3.949 -25.174 2.313 3.949 25.174 -2.313 0.000% 48 -4.456 -25.174 0.032 4.456 25.174 -0.032 0.000% 49 -4.460 -25.174 -2.570 4.460 25.174 2.570 0.000% 50 -2.343 -25.174 -4.112 2.343 25.174 4.112 0.000% Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance Yes 4 0.00000001 0.00000958 2 Yes 5 0.00000001 0.00036874 3 Yes 5 0.00000001 0.00018857 4 Yes 6 0.00000001 0.00007533 5 Yes 5 0.00000001 0.00070715 6 Yes 6 0.00000001 0.00008765 7 Yes 5 0.00000001 0.00082833 8 Yes 5 0.00000001. 0.00009435 9 Yes 5 0.00000001 0.00004783 10 Yes 6 0.00000001 0.00008280 11 Yes 5 0.00000001 0.00077592 tnxTower Job Page 78875.013.01 - Progress, OR (BU# 874140) 29 of 36 B+T Group Project Date 1717 S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)587-4630 Vlnayak 12 Yes 6 0.00000001 0.00006981 13 Yes 5 0.00000001 0.00065673 14 Yes 5 0.00000001. 0.00040500 15 Yes 5 0.00000001 0.00020699 16 Yes 6 0.00000001 0.00009737 17 Yes 5 0.00000001 0.00091307 18 Yes 6 0.00000001 0.00007583 19 Yes 5 0.00000001 0.00071100 20 Yes 5 0.00000001 0.00006278 21 Yes 4 0.00000001 0.00077800 22 Yes 6 0.00000001 0.00007789 23 Yes 5 0.00000001 0.00072623 24 Yes 6 0.00000001 0.00008723 25 Yes 5 0.00000001 0.00081948 26 Yes 4 0.00000001 0.00073079 27 Yes 5 0.00000001 0.00080928 28 Yes 5 0.00000001 0.00078258 29 Yes 5 0.00000001 0.00073828 30 Yes 5 0.00000001 0.00069885 31 Yes 5 0.00000001 0.00074153 32 Yes 5 0.00000001 0.00074736 33 Yes 5 0.00000001 0.00078039 34 Yes 5 0.00000001 0.00085564 35 Yes 5 0.00000001 0.00087473 36 Yes 5 0.00000001 0.00087077 37 Yes 5 0.00000001 0.00091209 38 Yes 5 0.00000001 0.00087192 39 Yes 4 0.00000001 0.00087867 40 Yes 5 0.00000001 0.00005899 41 Yes 5 0.00000001 0.00007798 42 Yes 4 0.00000001 0.00025155 43 Yes 5 0.00000001 0.00006904 44 Yes 5 0.00000001 0.00005298 45 Yes 4 0.00000001 0.00090895 46 Yes 5 0.00000001 0.00009435 47 Yes 5 0.00000001 0.00005866 48 Yes 4 0.00000001 0.00023729 49 Yes 5 0.00000001 0.00006080 50 Yes 5 0.00000001 0.00008140 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load t in Comb. ° L 1 116.084-111.084 18.879 46 1.444 0.007 L2 111.084-106.084 17.368 46 1.441 0.007 L3 106.084-101.084 15.866 46 1.428 0.007 L4 101.084-100.084 14.382 46 1.404 0.007 L5 100.084-95.084 14.088 46 1.399 0.007 L6 95.084-90.084 12.640 46 1.365 0.007 L7 90.084-85.084 11.240 46 1.305 0.006 L8 85.084-80.084 9.914 46 1.226 0.006 L9 80.084-75.084 8.678 46 1.132 0.006 L10 75.084-70.084 7.547 46 1.027 0.006 L i 1 70.084-67.604 6.535 46 0.903 0.004 L 12 67.604-67.354 6.083 46 0.834 0.003 L13 67.354-62.354 6.040 46 0.831 0.003 L 14 62.354-57.354 5.196 46 0.779 0.003 L15 57.354-51.167 4.412 46 0.720 0.002 Job e g Pa tnxTower78875.013.01 - Progress, OR (BU# 874140) 30 of 36 B+T Group Project Date 1717 S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vinayak FAX:(918)587-4630 Section Elevation Hors. Gov. Tilt Twist No. Deflection Load fi in Comb. 0 ° L16 55-50 4.064 46 0.690 0.002 L17 50-45 3.359 46 0.651 0.002 L18 45-40 2.711 46 0.585 0.002 L 19 40-35 2.134 46 0.517 0.001 L20 35-32.27 1.630 46 0.446 0.001 L21 32.27-32.02 1.387 46 0.407 0.001 L22 32.02-27.02 1.365 46 0.404 0.001 L23 27.02-22.02 0.975 46 0.343 0.001 L24 22.02-17.02 0.649 46 0.280 0.001 L25 17.02-12.02 0.388 46 0.217 0.000 L26 12.02-7.02 0.194 49 0.154 0.000 L27 7.02-2.02 0.066 49 0.090 0.000 L28 2.02-0 0.005 49 0.026 0.000 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ° J3 119.084 Lightning Rod 5/8"x 6' 46 18.879 1.444 0.007 32299 114.000 HB-X-1D-19-65-00T 46 18.249 1.444 0.007 32299 110.000 Pipe Mount[PM 602-11 46 17.041 1.439 0.007 25588 97.000 TMBXX-6516-A2M w/Mount Pipe 46 13.190 1.380 0.007 7291 85.000 9'x 2"Pipe Mount 46 9.892 1.224 0.006 3259 76.000 TME-RCMDC-3315-PF-48 46 7.746 1.046 0.006 2582 75.000 RRUS 32 B2 46 7.529 1.025 0.006 2500 65.000 Radiowaves SP1-5.2 46 5.636 0.808 0.003 4522 47.000 CXL 900-3LW 46 2.962 0.614 0.002 4480 Maximum Tower Deflections - Design Wind Section Elevation Harz. Ger. Tilt Twist No. Deflection Load f? in Comb. ° Ll 116.084-111.084 52.574 16 4.029 0.019 L2 111.084-106.084 48.364 16 4.020 0.019 L3 106.084-101.084 44.177 16 3.983 0.019 L4 101.084-100.084 40.044 16 3.916 0.019 L5 100.084-95.084 39.227 16 3.900 0.019 L6 95.084-90.084 35.191 16 3.806 0.018 L7 90.084-85.084 31.293 16 3.637 0.018 L8 85.084-80.084 27.601 16 3.415 0.017 L9 80.084-75.084 24.162 16 3.153 0.017 L I O 75.084-70.084 21.014 16 2.858 0.017 L 11 70.084-67.604 18.197 16 2.514 0.012 L 12 67.604-67.354 16.941 16 2.323 0.010 L 13 67.354-62.354 16.820 16 2.316 0.009 L14 62.354-57.354 14.472 16 2.169 0.008 L l 5 57.354-51.167 12.286 16 2.005 0.007 L16 55-50 11.318 16 1.923 0.006 L17 50-45 9.354 16 1.814 0.006 L18 45-40 7.550 16 1.630 0.005 Job Page tnxTower 78875.013.01 - Progress, OR (BU# 874140) 31 of 36 B+T Group Project Date 1717S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vina ak FAX:(918)587-4630 y Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L19 40-35 5.943 16 1.440 0.004 L20 35-32.27 4.540 16 1.241 0.003 L21 32.27-32.02 3.861 16 1.133 0.003 L22 32.02-27.02 3.802 16 1.124 0.003 L23 27.02-22.02 2.714 16 0.954 0.002 L24 22.02-17.02 1.806 16 0.780 0.002 L25 17.02-12.02 1.081 16 0.605 0.001 L26 12.02-7.02 0.540 22 0.429 0.001 L27 7.02-2.02 0.184 22 0.251 0.001 L28 2.02-0 0.015 22 0.072 0.000 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflecton Tilt Twist Radius of food Curvature ft Comb. in ° ° ft 1 119.084 Lightning Rod 5/8"x 6' 16 52.574 4.029 0.019 11819 114.000 HB-X-1D-19-65-00T 16 50.818 4.027 0.019 11819 110.000 Pipe Mount[PM 602-1] 16 47.453 4.015 0.019 9389 97.000 TMBXX-6516-A2M w/Mount Pipe 16 36.725 3.848 0.018 2656 85.000 9'x 2"Pipe Mount 16 27.541 3.411 0.017 1179 76.000 TME-RCMDC-3315-PF-48 16 21.568 2.913 0.017 935 75.000 RRUS 32 B2 16 20.964 2.853 0.017 907 65.000 Radiowaves SPl-5.2 16 15.695 2.251 0.009 1640 47.000 CXL 900-3LW 16 8.249 1.711 0.005 1611 Compression Checks Pole Design Data Section Elevation Size L L„ Kl/r A P, OP" Ratio No. P" ft ft ft in' K K mP° LI 116.084- TP12.16x11.26x0.188 5.000 0.000 0.0 7.228 -0.577 422.861 0.001 111.084(1) L2 111.084- TP13.06x12.16x0.188 5.000 0.000 0.0 7.772 -0.855 454.649 0.002 106.084(2) L3 106.084- TP13.96x13.06x0.188 5.000 0.000 0.0 8.315 -1.036 486.436 0.002 101.084(3) L4 101.084- TP14.14x13.96x0.188 1.000 0.000 0.0 8.424 -1.074 492.794 0.002 100.084(4) L5 100.084- TP15.039x14.14x0.219 5.000 0.000 0.0 10.439 -4.839 610.702 0.008 95.084(5) L6 95.084- TP15.939x15.039x0.219 5.000 0.000 0.0 11.073 -5.115 647.766 0.008 90.084(6) L7 90.084- TP16.838x15.939x0.219 5.000 0.000 0.0 11.707 • -5.413 684.830 0.008 85.084(7) L8 85.084- TP17.738x16.838x0.219 5.000 0.000 0.0 12.340 -6.353 721.894 0.009 80.084(8) L9 80.084- TP18.637x17.738x0.219 5.000 0.000 0.0 12.974 -7.022 758.958 0.009 Job Page tnxTower 78875.013.01 - Progress, OR (BU# 874140) 32 of 36 B+T Group Project Date 1717S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)587-4630 Vinayak Section Elevation Size L L„ Kb A P„ ¢P„ Ratio No. P„ R ft R in2 K K gyp„ 75.084(9) LIO 75.084- TP19.537x18.637x0.219 5.000 0.000 0.0 13.607 -13.079 796.022 0.016 70.084(10) L11 70.084- TPI9.983x19.537x0.219 2.480 0.000 0.0 13.922 -13.302 814.406 0.016 67.604(II) L12 67.604- TP20,028x19.983x0.694 0.250 0.000 0.0 43.190 -13.355 2526.630 0.005 67.354(12) L13 67.354- TP20.927x20.028x0.669 5.000 0.000 0.0 43.625 -14.373 2552.040 0.006 62.354(13) L14 62.354- TP21.827x20.927x0.644 5.000 0.000 0.0 43.910 -15.313 2568.750 0.006 57.354(14) L15 57.354- TP22.94x21.827x0.631 6.187 0.000 0.0 43.944 -15.763 2570.710 0.006 51.167(15) L16 51.167-50 TP22.712x21.813x0.694 5.000 0.000 0.0 49.186 -17.426 2877.350 0.006 (16) L17 50-45(17) TP23.611x22.712x0.669 5.000 0.000 0.0 49.402 -18.635 2890.040 0.006 L18 45-40(18) TP24.509x23.611x0.656 5.000 0.000 0.0 50.405 -19.725 2948.680 0.007 L19 40-35(19) TP25.408x24.509x0.631 5.000 0.000 0.0 50.362 -20.834 2946.200 0.007 L20 35-32.27(20) TP25.899x25.408x0.631 2.730 0.000 0.0 51.360 -21.449 3004.550 0.007 L21 32.27-32.02 TP25.944x25.899x0.756 0.250 0.000 0.0 61.335 -21.519 3588.110 0.006 (21) L22 32.02-27.02 TP26.843x25.944x0.744 5.000 0.000 0.0 62.504 -22.821 3656.480 0.006 (22) L23 27.02-22.02 TP27.742x26.843x0.719 5.000 0.000 0.0 62.541 -24.145 3658.650 0.007 (23) L24 22.02-17.02 TP28.64x27.742x0.706 5.000 0.000 0.0 63.526 -25.488 3716.260 0.007 (24) L25 17.02-12.02 TP29.539x28.64x0.694 5.000 0.000 0.0 64.437 -26.851 3769.580 0.007 • (25) L26 12.02-7.02 TP30.438x29.539x0.669 5.000 0.000 0.0 64.104 -28.232 3750.110 0.008 (26) L27 7.02-2.02(27) TP31.337x30.438x0.656 5.000 0.000 0.0 64.832 -29.631 3792.670 0.008 L28 2.02-0(28) TP31.7x31337x0.656 2.020 0.000 0.0 65.599 -30.204 3837.560 0.008 Pole Bending Design Data 1 Section Elevation Size M,,_ 409„, Ratio !.L,,, it Al„, Ratio ft kip ft kip-fl QM kiV ft k-fi SMm, LI 116.084- TP12.16x11.26x0.188 2.288 128.968 0.018 0.000 128.968 0.000 111.084(I) L2 111.084- TP13.06x12.16x0.188 6.441 149.247 0.043 0.000 149.247 0.000 106.084(2) L3 106.084- TPI3.96x13.06x0.188 11.607 171.006 0.068 0.000 171.006 0.000 101.084(3) L4 101.084- TP14.14x13.96x0.188 12.790 175.536 0.073 0.000 175.536 0.000 100.084(4) L5 100.084- 1P15.039x14.14x0.219 28.169 230.771 0.122 0.000 230.771 0.000 95.084(5) L6 95.084- TP15.939x15.039x0.219 49.008 259.849 0.189 0.000 259.849 0.000 90.084(6) L7 90.084- TP16.838x15.939x0.219 70.967 290.652 0.244 0.000 290.652 0.000 85.084(7) L8 85.084- TP17.738x16.838x0.219 95.587 323.179 0.296 0.000 323.179 0.000 80.084(8) L9 80.084- TP18.637x17.738x0.219 121.661 354.696 0.343 0.000 354.696 0.000 tnxTower Job Page 78875.013.01 - Progress, OR (BU# 874140) 33 of 36 B+T Group Project Date I717S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)587-4630 Vinayak Section Elevation Size M,,,. (1)A4,,, Ratio M M. 01,, Ratio Mr Al, ft k.Pit l-fi 04r kip-n lap-.Il OM„, 75.084(9) L10 75.084- TP19.537x18.637x0.219 171.008 384.625 0.445 0.000 384.625 0.000 70.084(10) LI I 70.084- TP19.983x19.537x0.219 194.933 399.699 0.488 0.000 399.699 0.000 67.604(11) L12 67.604- TP20.028x19.983x0.694 197.357 1220.125 0.162 0.000 1220.125 0.000 67.354(12) L13 67.354- TP20.927x20.028x0.669 246.713 1294.917 0.191 0.000 1294.917 0.000 62.354(13) L14 62.354- TP21.827x20.927x0.644 298.673 1366.333 0.219 0.000 1366.333 0.000 57.354(14) L15 57.354- TP22.94x21.827x0.631 323.632 1397.133 0.232 0.000 1397.133 0.000 51.167(15) L16 51.167-50 TP22.712x21.813x0.694 377.826 1589.075 0.238 0.000 1589.075 0.000 (16) L17 50-45(17) 1P23.611 x22.712x0.669 433.834 1666.858 0.260 0.000 1666.858 0.000 L18 45-40(18) TP24.509x23.611x0.656 491.646 1771.058 0.278 0.000 1771.058 0.000 L19 40-35(19) TP25.408x24.509x0.631 550.758 1841.750 0.299 0.000 1841.750 0.000 L20 35-32.27(20) TP25.899x25.408x0.631 583.577 1916.350 0.305 0.000 1916.350 0.000 L21 32.27-32.02 TP25.944x25.899x0.756 586.602 2270.133 0.258 0.000 2270.133 0.000 (21) L22 32.02-27.02 TP26.843x25.944x0.744 647.795 2400.650 0.270 0.000 2400.650 0.000 (22) L23 27.02-22.02 TP27.742x26.843x0.719 710.278 2491.708 0.285 0.000 2491.708 0.000 (23) L24 22.02-17.02 TP28.64x27.742x0.706 773.970 2619.650 0.295 0.000 2619.650 0.000 (24) L25 17.02-12.02 TP29.539x28.64x0,694 838.783 2747.225 0.305 0.000 2747.225 0.000 (25) L26 12.02-7.02 TP30.438x29.539x0.669 904.658 2824.950 0.320 0.000 2824.950 0.000 (26) L27 7.02-2.02(27) TP3I.337x30.438x0.656 973.608 2947.567 0.330 0.000 2947.567 0.000 L28 2.02-0(28) TP31.7x31.337x0.656 1002.342 3018.492 0.332 0.000 3018.492 0.000 Pole Shear Design Data Section Elevation Size Actual 11)i., Ratio Actual 01;, Ratio I;, Yu T„ 71, ft K K iv,, kip-ft lapf (1)T LI 116.084- TPI2.16x11.26x0.188 0.662 126.858 0.005 0.000 133.599 0.000 111.084(1) L2 111.084- TPI3.06x12.16x0.188 0.924 136.395 0.007 0.078 154.440 0.001 106.084(2) L3 106.084- TPI3.96x13.06x0.188 1.163 145.931 0.008 0.052 176.791 0.000 I 101.084(3) L4 101.084- TPI4.14x13.96x0.188 1.207 147.838 0.008 0.052 181.443 0.000 100.084(4) L5 100.084- TPI5.039x14.14x0.219 4.054 183.211 0.022 0.223 238.848 0.001 95.084(5) L6 95.084- TP15.939x15.039x0.219 4.287 194.330 0.022 0.116 268.718 0.000 90.084(6) L7 90.084- TP16.838x15.939x0.219 4.502 205.449 0.022 0.116 300.350 0.000 85.084(7) L8 85.084- TPI7.738x16.838x0.219 5.038 216.568 0.023 0.115 333.740 0.000 80.084(8) L9 80.084- TP18.637x17.738x0.219 5.795 227.688 0.025 0.212 368.890 0.001 tnxToweY Job Page 78875.013.01 - Progress, OR (BU# 874140) 34 of 36 B+T Group Project Date 1717S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX.•(918)587-4630 Vinayak Section Elevation Size Actual 4)r Ratio Actual OT, Ratio No. V„ V T„ 3T K K OV„ kip-ft kip-ft $T, 75.084(9) LI0 75.084- TP19.537x18.637x0.219 9.608 238.807 0.040 1.016 405.800 0.003 70.084(10) L11 70.084- TP19.983x19.537x0.219 9.692 244.322 0.040 1.016 424.760 0.002 67.604(11) L12 67.604- 1F20.028x19.983x0.694 9.694 757.990 0.013 1.016 1289.117 0.001 67.354(12) L13 67.354- TP20.927x20.028x0.669 10.242 765.613 0.013 1.635 1364.342 0.001 62.354(13) L14 62.354- TP21.827x20.927x0.644 10.529 770.624 0.014 1.635 1435.933 0.001 57.354(14) L15 57.354- TP22.94x21.827x0.631 10.663 771.213 0.014 1.635 1466.608 0.001 51.167(15) L16 51.167-50 TP22.712x21.813x0.694 10.991 863.206 0.013 1.635 1671.833 0.001 (16) L17 50-45(17) TP23.611x22.712x0.669 11.423 867.012 0.013 1.476 1749.658 0.001 L18 45-40(18) TP24.509823.611x0.656 11.689 884.603 0.013 1.475 1856.067 0.001 L19 40-35(19) TP25.408x24.509x0.631 11.944 883.859 0.014 1.475 1926.333 0.001 L20 35-32.27(20) TP25.899x25.408x0.631 12.089 901.366 0.013 1.475 2003.400 0.001 L21 32.27-32.02 TP25.944x25.899x0.756 12.094 1076.430 0.011 1.475 2384.925 0.001 (21) L22 32.02-2702 TP26.843x25.944x0.744 12.364 1096.940 0.011 1.475 2518.300 0.001 (22) L23 27.02-22.02 TP27.742x26.843x0.719 12.614 1097.590 0.011 1.475 2608.992 0.001 (23) L24 22.02-17.02 TP28.64x27.742x0.706 12.848 1114.880 0.012 1.474 2739 442 0.001 (24) L25 17.02-12.02 1P29.539x28.64x0.694 13.063 1130.870 0.012 1.474 2869.400 0.001 (25) . L26 12.02-7.02 TP30.438x29.539x0.669 13.273 1125.030 0.012 1.474 2946.008 0.001 (26) • L27 7.02-2.02(27) TP31.337x30.438x0.656 14.188 1137.800 0.012 0.411 3070.650 0.000 L28 2.02-0(28) TP31.7x31.3377(0.656 14.283 1151.270 0.012 0.411 3143.767 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P, M„ M,, l,, l;, Strews Stress ,1i 4)p„ 01 0 4)V n Ratio Ratio LI 116.084- 0.001 0.018 0.000 0.005 0.000 0.0/19 1.050 4 8 2 111.084(1) V L2 111.084- 0.002 0.043 0.000 0.007 0.001 0.045 1.050 4 8 2 1/ 106.084(2) V L3 106.084- 0.002 0.068 0.000 0.008 0.000 0.070 1.050 4 8 2 101.084(3) VI L4 101.084- 0.002 0.073 0.000 0.008 0.000 0.075 1.050 4 8 2 100.084(4) V L5 100.084- 0.008 0.122 0.000 0.022 0.001 0.131 1.050 4 8 2 95.084(5) r L6 95.084- 0.008 0.189 0.000 0.022 0.000 0.197 1.050 4 8 2 I✓ 90.084(6) V L7 90.084- 0.008 0.244 0.000 0.022 0.000 0.253 1.050 4.8.2 85.084(7) y/ tnxl ower Job Page 78875.013.01 - Progress, OR (BU# 874140) 35 of 36 B+T Group Project Date 1717 S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vinayak FAX:(918)587-4630 Y Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P. M,,,. M. V T. Stress Stress 1i QP„ .... 91)I,;,. 11)M„, 4)V 4)T Ratio Ratio L8 85.084- 0.009 0.296 0.000 0.023 0.000 0.305 1.050 4.8.2 10# • 80.084(8) V L9 80.084- 0.009 0.343 0.000 0.025 0.001 0.353 1.050 4.8.2 ✓ 75.084(9) ✓ • • L 10 75.084- 0.016 0.445 0.000 0.040 0.003 0.463 1.050 4.8.2 ✓ 70.084(10) ✓ L 11 70.084- 0.016 0.488 0.000 0.040 0.002 0.506 1.050 4.8.2 ✓ 67.604(11) ✓ L 12 67.604- 0.005 0.162 0.000 0.013 0.001 0.167 1.050 4.8.2 ✓ 67.354(12) ✓ L13 67.354- 0.006 0.191 0.000 0.013 0.001 0.196 1.050 4.8.2 ✓ 62.354(13) ✓ L14 62.354- 0.006 0.219 0.000 0.014 0.001 0.225 1.050 4.8.2 ✓ 57.354(14) ✓ L15 57.354- 0.006 0.232 0.000 0.014 0.001 0.238 1.050 4.8.2 1/ 51.167(15) ✓ L16 51.167-50 0.006 0.238 0.000 0.013 0.001 0.244 1.050 4.8.2 1/1 (16) ✓ L17 50-45(17) 0.006 0.260 0.000 0.013 0.001 0.267 1.050 4.8.2 V L18 45-40(18) 0.007 0.278 0.000 0.013 0.001 0.284 1.050 4.8.2 4/# Vi L19 40-35(19) 0.007 0.299 0.000 0.014 0.001 0.306 1.050 4.8.2 ✓ L20 35-32.27(20) 0.007 0.305 0.000 0.013 0.001 0.312 1.050 4.8.2 ✓ L21 32.27-32.02 0.006 0.258 0.000 0.011 0.001 0.265 1.050 4.8.2 11# (21) ✓ L22 32.02-27.02 0.006 0.270 0.000 0.011 0.001 0.276 1.050 4.8.2 ✓ (22) V L23 27.02-22.02 0.007 0.285 0.000 0.011 0.001 0.292 1.050 4.8.2 ✓ (23) V L24 22.02-17.02 0.007 0.295 0.000 0.012 0.001 0.302 1.050 4.8.2 ✓ (24) ✓ L25 17.02-12.02 0.007 0.305 0.000 0.012 0.001 0.313 1.050 4.8.2 11"" '.. (25) ✓ L26 12.02-7.02 0.008 0.320 0.000 0.012 0.001 0.328 1.050 4.8.2 V (26) ✓ L27 7.02-2.02(27) 0.008 0.330 0.000 0.012 0.000 0.338 1.050 4.8.2 1°.. L28 2.02-0(28) 0.008 0.332 0.000 0.012 0.000 0.340 1.050 4.8.2 ✓ tnxTower Job Page 78875.013.01 - Progress.. OR (BU# 874140) 36 of 36 B+TGroup Project Date 1717S.Boulder,Suite 300 14:16:10 03/15/21 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vina ak FAX.-(918)587-4630 Y Section Capacity Table Section Elevation Component ,S'-e Critical P oP„u„„ % Pass No. .11 Type Element K K Capacity Fail LI 116.084-111.084 Pole TP12.16x11.26x0.188 I -0577 -- ** ** L2 111.084-106.084 Pole TP1306x12.16x0.188 2 -0.855 477.381 ** ** L3 106.084-101.084 Pole TP13.96x13.06x0.188 3 -1.036 510.758 ** ** L4 101.084-100.084 Pole TP14.14x13.96x0.188 4 -1.074 517.434 ** ** L5 100.084-95.084 Pole TPI5.039x14.14x0.219 5 -4.839 641.237 ** ** L6 95.084-90.084 Pole TP15.939x15.039x0.219 6 -5.115 680.154 ** ** L7 90.084-85.084 Pole TP16.838x15.939x0.219 7 -5.413 719.071 ** ** L8 85.084-80.084 Pole TP17.738x16.838x0.219 8 -6.353 757.989 ** ** L9 80.084-75.084 Pole TP18.637x17.738x0.219 9 -7.022 796.906 ** ** LIO 75.084-70.084 Pole TP19.537x18.637x0.219 10 -13.079 835.823 •* ** LIl 70.084-67.604 Pole TP19.983x19.537x0.219 II -13.302 855.126 ** ** L12 67.604-67.354 Pole TP20.028x19.983x0.694 12 -13.355 2652.961 ** ** L13 67.354-62.354 Pole TP20.927x20.028x0.669 13 -14.373 2679.642 ** ** L14 62.354-57.354 Pole TP21.827x20.927x0.644 14 -15.313 2697.187 ** ** L15 57.354-51.167 Pole TP22.94x21.827x0.631 15 -15.763 2699.245 ** ** L16 51.167-50 Pole TP22.712x21.813x0.694 16 -17.426 3021.217 ** ** L17 50-45 Pole TP23.611x22.712x0.669 17 -18.635 3034.542 ** ** LI8 45-40 Pole TP24.509x23.611x0.656 18 -19.725 3096.114 ** ** L19 40-35 Pole TP25.408x24.509x0.631 19 -20.834 3093.510 ** ** L20 35-32.27 Pole TP25.899x25.408x0.631 20 -21.449 3154.777 ** ** L21 32.27-32.02 Pole TP25.944x25.899x0.756 21 -21.519 3767.515 ** ** L22 32.02-27.02 Pole TP26.843x25.944x0.744 22 -22.821 3839.304 ** ** L23 27.02-22.02 Pole TP27.742x26.843x0.719 23 -24.145 3841.582 ** ** L24 22.02-17.02 Pole TP28.64x27.742x0.706 24 -25.488 3902.073 ** ** L25 17.02-12.02 Pole TP29.539x28.64x0.694 25 -26.851 3958.059 ** ** L26 12.02-7.02 Pole TP30.438x29.539x0.669 26 -28.232 3937.615 ** ** L27 7.02-2.02 Pole TP31.337x30.438x0.656 27 -29.631 3982.303 ** ** L28 2.02-0 Pole TP31.7x31.337x0.656 28 -30.204 4029.438 ** ** Summary Pole(L1l) ** ** RATING= ** ** **Check Additional Calculations Program Version 8.0.7.5 `OTHER CONSIDERED EOUIPMENI) (6) 7/8' TO 97 TT LEVEL (1) 1-1/2'TO 97 FT LEVEL. (1) 1-3/5'1O 97 FT LEVEL (OTHER CONSIDERED EQUPMENT) (1)3/8'TO 114 FT LEVEL (6) 1-5/8'TO 114 FT LEVEL CLIMBING PEGS .. W/SAFETY CUM • // \ / i_ \ (PROPOSED EQUPMENf CONFIGURATION) / \ \CONFIGURATION)(4) 1-I/4-TO 75 FT LEVEL . / / \ 1 (1) 2"TO 75 FT LEVEL I 1 0414 J o, 1 (4)P 1ROP/O2SEDGE UP65�M CONOUln 1LEVEL ` 1\ of I 1 �\ \\`__�/ / \� _�� / (OTHER CONSIDERED EQUIPMENT) J (1) 1/2'TO 47 FT LEVEL BUSINESS J \IIT: 8741 L0 c cfl0 oaQ per T1A-222-H Site Btl: 874140 "'"' CROWN Work Order: 1934193 IL':CASTLE Pole Geometry Copyright®2019 Crown Castle Pole Height Above Section Length Lap Splice Length Top Diameter Bottom Diameter Bend Radius Base(ft) (ft) (ft) Number of Sides Wall Thickness(in) Pole Material (in) (in) (In) 1 116.084 16 0 12 11.26 14.14 0.1875 Auto A572-65 2 100.084 48.917 3.833 12 14.14 22.94 0.21875 Auto A572-65 3 55 55 0 12 21.81 31.7 0.28125 Auto A572-65 Reinforcement Configuration Bottom Effective Top Effective Elevation(ft) Elevation(ft) Type Model Number 1 2 3 4 5 6 7 8 9 10 11 12 1 0 32.27 plate CCI-WSFP-065125 4 E E E E 2 32.27 67.604 plate Ca-MP-060100 4 E E E 'E 3 4 5 6 7 8 9 10 Reinforcement Details Gross Bottom Top Pole Face to Bottom Termination Net Area Bolt Hole Size Reinforcement B(in) H(in) Area Termination Top Termination Type Termination Lu(In) Centrdd in (in') ( ) Type Length(in) Length(in) (in2) On) Material 1 6.5 1.25 8.125 0.625 Welded n/a PC 8.8-M20(100) 33.000 19.000 6.563 1.1875 A572-65 2 6 1 6 0.5 PC 8.8-M20(100) 30 PC8.8-M20(100) 30.000 16.000 4.750 1.1875 A572-65 CClpole-version 4.5.4 Page 1 Analysis Date: 15-03-2021 TNX Geometry Input • Increment(ft): 5 Ex00G to TNX Lap Splice Length Bottom Diameter Tapered Pole Weight Section Height(ft) Section Length(ft) (H) Humber of Sides Top Diameter(in) (In) Wail Thickness(In) Grade - Multiplier 1 116.084 - 111.084 5 12 11.260 12.160 0.1875 4572-65 1.000 2 111,084 - 106.084 5 12 12.160 13.060 0.1875 4572-65 1.000 3 106.084 - 101.084 5 12 13.060 13.960 0.1875 4572-65 1.000 4 101.084 - 100.084 1 0 12 13.960 14.140 0.1875 4572-65 1.000 5 100.084 - 95.084 5 12 14.140 15.039 0.21875 A572-65 1.000 6 95.084 - 90.084 5 12 15.039 15.939 0.21875 4572-65 1.000 7 90.084 - 85.084 5 12 15.939 16.838 0.21875 4572-65 1.000 8 85.084 - 80.084 5 12 16.838 17.738 0.21875 4572-65 1.000 9 80.084 - 75.084 5 12 17.738 18.637 0.21875 4572-65 1.000 10 75.084 - 70.084 5 12 18.637 19.537 0.21875 4572-65 1.000 11 70.084 - 67.604 2.48 12 19.537 19.983 0.21875 4572-65 1.000 12 67.604 - 67.354 0.25 12 19.983 20.028 0.69375 4572-65 0.880 13 67.354 - 62.354 5 12 20.028 20.927 0.66875 4572-65 0.885 14 62.354 - 57.354 5 12 20.927 21.827 0.64375 4572-65 0.894 15 57.354 - 55 6.187 3.833 12 21.827 22.940 0.63125 4572-65 0.900 16 55 - 50 5 12 21.813 22.712 0.69375 4572-65 0.902 17 50 - 45 5 12 22.712 23.611 0.66875 4572-65 0.914 18 45 - 40 5 12 23.611 24.509 0.65625 4572-65 0.912 19 40 - 35 5 12 24.509 25.408 0.63125 4572-65 0.929 20 35 - 32.27 2.73 12 25.408 25.899 0.63125 4572-65 0.920 21 32.27 - 32,02 0.25 12 25.899 25.944 0.75625 4572-65 0.910 22 32.02 - 27.02 5 12 25.944 26.843 0.74375 4572-65 0.906 23 27.02 - 22.02 5 12 26.843 27.742 0.71875 4572-65 0.975 24 22.02 - 17.02 5 12 27.742 28.640 0.70625 4572-65 0.917 25 17.02 - 12.02 5 12 28.640 29.539 0.69375 4572-65 0.916 26 12.02 - 7.02 5 12 29.539 30.438 0.66875 4572-65 0.934 27 7.02 - 2.02 5 12 30.438 31.337 0.65625 4572-65 0.936 28 2.02 - 0 2.02 12 31.337 31.700 0.65625 4572-65 0.930 CClpole -version 4.5.4 Page 2 Analysis Date: 15-03-2021 TNX Section Forces Increment(ft): 5 TNX Output Mix (kip- Section Height(ft) P (K) ft) V (K) 1 116.084 - 111.084 0.58 2.29 0.66 2 111.084 - 106.084 0.86 6.44 0.92 3 106.084 - 101.084 1.04 11.61 1.16 4 101.084 - 100.084 1.07 12.79 1.21 5 100.084 - 95.084 4.84 28.17 4.05 6 95.084 - 90.084 5.11 49.01 4.29 7 90.084 - 85.084 5.41 70.97 4.50 8 85.084 - 80.084 6.35 95.59 5.04 9 80.084 - 75.084 7.02 121.66 5.79 10 75.084 - 70.084 13.08 171.01 9.61 11 70.084 - 67.604 13.30 194.93 9.69 12 67.604 - 67.354 13.36 197.36 9.69 13 67.354 - 62.354 14.37 246.71 10.24 14 62.354 - 57.354 15.31 298.67 10.53 15 57.354 - 55 15.76 323.63 10.66 16 55 - 50 17.43 377.83 10.99 17 50 - 45 18.64 433.83 11.42 18 45 - 40 19.72 491.65 11.69 19 40 - 35 20.83 550.76 11.94 20 35 - 32.27 21.45 583.58 12.09 21 32.27 - 32.02 21.52 586.60 12.09 22 32.02 - 27.02 22.82 647.80 12.36 23 27.02 - 22.02 24.15 710.28 12.61 24 22.02 - 17.02 25.49 773.97 12.85 25 17.02 - 12.02 26.85 838.78 13.06 26 12.02 - 7.02 28.23 904.66 13.27 27 7.02 - 2.02 29.63 973.61 14.19 28 2.02 - 0 30.20 1002.34 14.28 CClpole-version 4.5.4 Page 3 Analysis Date: 15-03-2021 Analysis Results Elevation ft Component I Type Size Critical Element %Capacity Pass/Fail 116.08-111.08 Pole TP12.16x11.26x0.1875 Pole 1.8% Pass 111.08-106.08 Pole TP13.06x12.16x0.1875 Pole 4.2% Pass 106.08-101.08 Pole TP13.96x13.06x0.1875 Pole 6.6% Pass 101.08-100.08 Pole TP14.14x13.96x0,1875 Pole 7.1% Pass 100.08-95.08 Pole TP15.039x14.14x0.2188 Pole 12.2% Pass 95.08-90.08 Pole TP15.939x15.039x0.2188 Pole 18.5% Pass 90.08-85.08 Pole TP16.838x15.939x0.2188 Pole 23.8% Pass 85.08-80.08 Pole TP17.738x16.838x0.2188 Pole 28.8% Pass 80.08-75.08 Pole TP18.637x17.738x0.2188 Pole 33.3% Pass 75.08-70.08 Pole TP 19.537x18.637x0.2188 Pole 43.5% Pass 70.08-67.6 Pole TP19.983x19.537x0.2188 Pole 47.6% Pass 67.6-67.35 Pole+Reinf. TP20.028x19.983x0.6938 Reinf.2 Tension Rupture 24.8% Pass 67.35-62.35 Pole+Reinf. TP20.927x20.028x0.6688 Reinf.2 Tension Rupture 29.2% Pass 62.35-57.35 Pole+Reinf. TP21.827x20.927x0,6438 Reinf.2 Tension Rupture 33.4% Pass 57.35-55 Pole+Reinf. TP22.94x21,827x0.6313 Reinf.2 Tension Rupture 35.2% Pass 55-50 Pole+Reinf. TP22.712x21.813x0,6938 Reinf.2 Tension Rupture 36.2% Pass 50-45 Pole+ Reinf. TP23.611 x22.712x0.6688 Reinf.2 Tension Rupture 39.3% Pass 45-40 Pole+Reinf. TP24.509x23.611x0.6563 Reinf.2 Tension Rupture 42.2% Pass 40-35 Pole+Reinf. TP25.408x24.509x0.6313 Reinf.2 Tension Rupture 44.8% Pass 35-32.27 Pole+Reinf. TP25.899x25.4D8x0.6313 Reinf.2 Tension Rupture 46.2% Pass 32.27-32.02 Pole+Reinf. TP25.944x25.899x0.7563 Reinf. 1 Tension Rupture 38.1% Pass 32.02-27.02 Pole+Reinf. TP26.843x25.944x0.7438 Reinf. 1 Tension Rupture 40.1% Pass 27.02-22.02 Pole+ Reinf. TP27.742x26.843x0.7188 Reinf. 1 Tension Rupture 42.1% Pass 22.02-17.02 Pole+Reinf. TP28.64x27.742x0.7063 Reinf. 1 Tension Rupture 43.8% Pass 17.02-12.02 Pole+Reinf. TP29.539x28.64x0.6938 Reinf. 1 Tension Rupture 45.5% Pass 12.02-7.02 Pole+Reinf. TP30.438x29.539x0.6688 Reinf. 1 Tension Rupture 47.0% Pass 7.02-2.02 Pole+Reinf. TP31.337x30.438x0.6563 Reinf. 1 Tension Rupture 48.5% Pass 2.02-0 Pole+Reinf. TP31.7x31.337x0.6563 Reinf. 1 Tension Rupture 49.1% Pass Summary Pole 47.6% Pass Reinforcement 49.1% Pass Overall 49.1% Pass CCIpole-version 4.5.4 Page 4 Analysis Date: 15-03-2021 Additional Calculations Section Moment of Inertia(inn) Area(in2) l %Capacity* Elevation(ft) Pole Reinf. Total Pole Reinf. Total Pole R1 R2 116.08-111.08 132 n/a 132 7.22 n/a 7.22 1.8% 111.08-106.08 165 n/a 165 7.76 n/a 7.76 4.2% 106.08-101.08 202 n/a 202 8.30 n/a 8.30 6.6% 101.08-100.08 210 n/a 210 8.41 n/a 8.41 7.1% 100.08-95.08 293 n/a 293 10.42 n/a 10.42 12.2% 95.08-90.08 350 n/a 350 11.06 n/a 11.06 18.5% 90.08-85.08 413 n/a 413 11.69 n/a 11.69 23.8% 85.08-80.08 484 n/a 484 12.32 n/a 12.32 28.8% 80.08-75.08 563 n/a 563 12.96 n/a 12.96 13.3% 75.08-70.08 649 n/a 649 13.59 n/a 13.59 43.5% 70.08.67.6 695 n/a 695 13.90 n/a 13.90 47.6% 67.6-67.35 700 1364 2063 13.93 24.00 37.93 15.9% 24.8% 67.35-62.35 800 1479 2279 j 14.57 24.00 38.57 19.0% 29.2% 62.35-57.35 908 1600 2509 15.20 24.00 39.20 22.1% 33.4% 57.35-55 963 1659 2622 15.50 24.00 39.50 23.6% 35.2% 55-50 1306 1724 3030 20.28 24.00 44.28 22.6% 36.2% 50-45 1470 1854 3324 21.10 24.00 45.10 24.6% 39.3% 45-40 1646 1989 3635 21.91 24.00 45.91 26.8% 42.2% 40-35 1836 2129 3965 22.72 24.00 46.72 28.8% 44.8%, 35-32.27 1946 2208 4154 23.17 24.00 47.17 29.9% 46.2% 32.27-32.02 1956 3064 5020 23.21 32.50 55.71 24.9% 38.1% 32.02-27.02 2169 3265 5435 24.02 32.50 56.52 26.6% 40.1% 27.02-22.02 2397 3474 5871 24.83 32.50 57.33 28.2% 42.1% 22.02-17.02 2640 3689 6329 25.65 32.50 58.15 29.8% 43.8% 17.02-12.02 2899 3910 6810 26.46 32.50 58.96 31.4% 45.5% 12.02-7.02 3175 4139 7313 27.27 32.50 59.77 32.9% 47.0% 7.02-2.02 3467 4373 7840 28.08 32.50 60.58 34.4% 48.5% 2.02-0 3590 4470 8060 28.41 32.50 60.91 35.0% 49.1% Note:Section capacity checked using 5 degree increments. Rating per TIA-222-H Section 15.5. CCIpole -version 4.5.4 Page 5 Analysis Date: 15-03-2021 Monopole Flange Plate Connection Elevation=100.084 ft. CROWN .,:CASTLE BU# 874140 Applied Loads Site Name Progress,OR Moment(kip-ft) 12.79 Order# 540579 Rev#2 Axial Force(kips) 1.07 Shear Force(kips) 1.21 TIA-222 Revision! H I 'TIA-222-H Section 15.5 Applied Top Plate-External Bottom Plate-External 0 O U OO Co; O OO L o o j'J n >71°) Connection Properties Bolt Data (10)1"0 bolts(A325 N;Fy=92 ksi,Fu=120 ksi)on 17.75"BC Top Plate Data Bottom Plate Data 20.375"OD x 1.5"Plate(A36;Fy=36 ksi,Fu=58 ksi) 20.375"0D x 1.5"Plate(A36;Fy=36 ksi,Fu=58 ksi) Top Stiffener Data Bottom Stiffener Data N/A N/A Top Pole Data Bottom Pole Data 14.14"x 0.1875"12-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) 14.14"x 0.21875"12-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) Analysis Results Bolt Capacity Max Load(kips) 3.35 Allowable(kips) 54.54 Stress Rating: 5.8% Pass Top Plate Capacity Bottom Plate Capacity Max Stress(ksi): 1.54 (Flexural) Max Stress(ksi): 1.54 (Flexural) Allowable Stress(ksi): 32.40 Allowable Stress(ksi): 32.40 Stress Rating: 4.5% Pass Stress Rating: 4.5% Pass Tension Side Stress Rating: 1.8% Pass Tension Side Stress Rating: 1.8% Pass CCIp late-Version 4.0.1 Analysis Date:3/17/2021 Monopole Base Plate Connection a^CROWN CASTLE Site Info BU#.... 874140 Site Name Progress,OR Order# 540579 Rev#2 ,5D Analysis Considerations `J O O TIA-222 Revision H Grout Considered: See Custom Sheet (in) See Custom Sheet Moment(kip-ft) 1002.34 Axial Force(kips) 30.20 Shear Force(kips) 14.28 •7I4-122-H Section 15.5 Applied ({�)\� O Connection Properties Analysis Results Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) GROUP 1: (8)2-1/4"0 bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 39.32"BC GROUP 1: GROUP 2: (1)1-3/4"0 bolts(A193 Gr.B7 N;Fy=105 ksi,Fur-125 ksi)on 47"BC Pu_c=126.1 •Pn_c=268.39 Stress Rating pos.(deg): 30 Vu=1.79 iVn=120.77 44.8% Mu=n/a ¢Mn=n/a P GROUP 3: (2)1-3/4"0 bolts(A193 Gr.B7 N;Fy=105 ksi,Fu=125 ksi)on 46.3"BC pos.(deg): 150,258 GROUP 2: Pu_c=79.81 d,Pn_c=227.3 Stress Rating Base Plate Data Vu=0 4'Vn=102.28 33.4% 45.32'OD x 2.25"Plate(5-128;Fy=60 ksi,Fu=80 ksi) Mu=0 cltMn=84.41 Stiffener Data GROUP 3: N/A Pu_c=81.68 4 Pn_c=227.3 Stress Rating Vu=0 rpVn=102.28 34.2% Pole Data Mu=0 4Mn=84.41 Pass 31.7"x 0.28125"12-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) Base Plate Summary Max Stress(ksi): 18.14 (Flexural) Allowable Stress(ksi): 54 Stress Rating: 32.0% Pass CClplate-Version 4.0.1 Analysis Date:3/17/2021 CCUpOote Elevation(n)) 0 :(Base) note:Bending interaction not considered Mom Grout Considered a"Yes" Bolt Group Resin Arial Resist Sneer Induce Plate Grout Apply at BARB BARB CL Elevation Bending Considered Elevation (R) 1 Yes Yes Yes Yes No 2 No No No No No 3 No No No No No Custom Bolt Connection Bolt Group Location Area Override, BOG ID (�) Diameter(in) Material Bolt Circle(in) Eta Factor,n: Iw On): Thread Type leg Area Only 1 0 225 A615-75 39.32 0.5 1.125 N-Included No 2 45 2.25 A615-75 39.32 0.5 1.125 N-Included No 3 90 2.25 A615-75 39.32 0.5 1.125 N-Included No 4 135 2.25 A615-75 39.32 0.5 1.125 N-Included No 5 180 2.25 A615-75 39.32 0.5 1.125 N-Included No 6 225 2.25 A615.75 39.32 0.5 1.125 N-Included No 7 270 2.25 A615-75 39.32 0.5 1.125 N-Included No 8 315 2.25 A615-75 39.32 0.5 1.125 N-Included No 9 30 1.75 A193 Gr.B7 47 0.5 4.375 N-Included No 10 150 1.75 A193 Gr.B7 46.3 0.5 4.375 N-Included No 11 258 1.75 A193 Gr.67 46.3 0.5 4,375 N-Included No Plot Graphic 0 r G L� c� © to CClplate-Version 4.0.1 Analysis Date:3/17/2021 PROJECT 78875.013.01 - Progress,OR SUBJECT Anchor Rod Bracket Analysis B+T ( ('r, 1717 S.Boulder,Suite 300 Tulsa74119 DATE 03/17/21 TIA 222 Rev. H (918) OK 4630 (918)567-4630 v4.6 1 Apply TIA 222 H Section 15 5? Yes ..�.�. .. a r.iu�.�r. ..I.nrnnF.% .....mro...m: ,...ne-... m..wu.m,�xo�w -nmw.wme ...�....a... ..anm�u. um- w+..w.:ur msu I Analysis Criteria Post-Installed Adhesive AR Mod. Anchor Rod Bracket Analysis Checks s Design/Analysis Analysis ARB Type Welded Tube Bearing Load Type Current Load Size 1.75 in Tube Compression Current load 81.68 kips Gusset Shear AR Capacity 227.3 kips Gusset Flexure N/A - w Gusset to Tower and BP • Tower Type Monopole Grade A193 Gr B7 tu Gusset to Tube - Fy 105 ksi Geometry N/A • Fu 125 ksi Tower Punching I Manufacturers Tower Prop. Tube Punching - 1 Pole Thickness 0.28125 in Pole Grade A572-65 • Fy 65 ksi s Fu 80 ksi • 1 • I Base Plate Gr. A572-60 Fy 60 ksi d Fu 75 ksi I. X • • • • i Utilization — Bracket Properties Gusset Pipe/Tube Weld-Gusset to Pipe/Tube Thickness 1.25 in Size HSS4x4x1/2 FEXX 70 ksi Width at Tube 5 in Total Length 27 in Weld Type Double Fillet d Height at Pole 30 in Length above Gusset 3 in Fillet Size 5/16 in I Height at Tube 24 in Length below Gusset 0 in i Grade A572-65 Grade A500 Grade B(Square) Fy 65 ksi Fy 46 ksi E Fu 80 ksi Fu 58 ksi • • • d Weld-Gusset to Tower Weld-Gusset to Base Plate • FEXX[.. 70 ksi FEXX 70 ksi Weld Type Double Fillet Weld Type P]P-Double Bevel Fillet Size 5/16 in Fillet Size 9/16 in • Bevel Depth 9/16 in Gap 0 in Notch(horiz) 0.75 in Notch(vert) 0.75 in Pipe/Tube Welded to Yes Base/Footpad? Fillet Size 1/2 in • Drilled Pier Foundation CROWN e"p:87Pro Progre ,�>• CASTLE Site Name: ress,OR Order Number:540579 Revile 2 TIA-222 Revison: H Tower Type: Monopole Check Limitation Analysis Results yYa'(.4{'Tu.TS6T./1111p111 Applied Loads Rog lateral Check Compassion Uplift 1.1.11111 Comp. Uplift D„b(ft from TOC) 733 - Shear Design Options Moment(kip-ft) 1002 Soil Safety Factor 3.32 - Chetic She elon.De* of Pier Axial Force(kips, 30� a LBO Mao Moment(kip-R) 1094.35 - Utilize Shear-Friction Methodolo.l:LMI Sheer Force(kips) 14 Rating. 38.2% - Override Critical D-•th:IMES Soil Ventral Check Compassion Uplift Go to Soil Calculations Skin Friction(kips) 53.46 Concrete Strength,fc: 4 ksi End gearing(klps) 88.38 - ReberStrength,FY: 60ksi Weight ofConcrete(kips) 58.06 - Tie Yield Strength,Fyt: 40 ksi Total Capacity(kips) 141.82 - _ Axial(kips) 88.06 - e geeara Fier Outlaw Rating* 59.1%9.1% Depth 25 ft Reinforced Concrete Flexure Compression Uplift Ext Above Grade 1 R Erohakialtak re. Critical Depth(R from TOC) 7.18 - Pier Section 1 i Rcgeil0ierinpms Critical Moment(klp-ft) 1094.28 , - Rom i'enove pone to35'below rode Critical Moment Capacity 2799.69 - Pier Diameter, 5 ft Rating' 37.2% - Reber Quantity[ 20 Reinforced Concrete sheer Compression Uplift Reber Size, 10 Critical Depth(ft from TOC) 19.87 Clear Cover to Ties 3 in Critical shear(kip) 128.52 Tie Size 5 Cntkal Shear Capacity 335.34 - Tie Spacing in Rating. 365% - Soli Interaction Rating' 58.1% Structural Foundation Rating' 37.2% 'Rating per TIA-222-H Section 15.5 Groundwater Depth I 2 I I 8 of Layers I 5 Calculated Cakutated Ultimate Skin Ult.Gross Top Bottom Thickness Ando of Ultimate Skin Y,w Y..rr Cohesion Ultimate Skin Ultimate Skin Friction Comp Bearing SPT Blow Layer Friction Friction Uplift SoBT MI (ft) MI (pal (Pc0 (ks0 Friction Comp Friction Uplift Override Capacity Count Type (degrees) (MO (k� Ron (WI Dot) (hall 1 0 2.5 2.5 55 87.8 0 0 0.000 0.000 0.00 C 00 Cohesloniess 2 2.5 5 2.5 60 87.6 32 0.000 0.000 0.01 0.01 - Cohesionless 3 5 14 9 60 87.6 31 0.000 0.000 00 0.01 Cohesionless 4 14 20 6 60 87.6 31 0.000 0,000 04; 0.27 Cohesionless 5 20 25 5 60 87,6 34 0.000 0000 0 4:! 0.27 6 Coheeioreas Version 4.2.3 ASCE ASCE 7 Hazards Report AMERICAN SCC!EIY OFCML ENGINEERS Address: Standard: ASCE/SEI 7-16 Elevation: 181.07 ft(NAVD 88) No Address at This Risk Category: II Latitude: 45.446528 Location Soil Class: D- Default (see Longitude: -122.783483 Section 11.4.3) /_/ - L Il , I \ \ 5 t'..• I 2G V -Q , a �r1,• "` . �` • ' Brdt' ,1 . �► -[ clot, T ^� _•• i,V 1 � •A/: :tom .1 t '*I t``! a; -: r r • + .. . • , f . ::Grecsr "4 .: " i"Ia ' ,Gt n\. . v.r. :..ate-+-- httos://asce7hazardtool.online/ Page 1 of 3 Fri Mar 12 2021 ASCE. AMEAICAN SGCIEN OF EMI ENGINEERS Seismic Site Soil Class: D - Default(see Section 11.4.3) Results: Ss : 0.862 Sol : N/A Si : 0.397 TL : 16 Fe : 1.2 PGA : 0.393 F, : N/A PGA M : 0.474 SMs : 1.035 FPGA 1.207 SM, : N/A le : 1 Sos : 0.69 C„ : 1.231 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Fri Mar 12 2021 Date Source: USGS Seismic Design Maps https:Uasce7hazardtool.online/ Page 2 of 3 Fri Mar 12 2021 ASCE. AM611CAN SOCIETY OF CN0..ENGINEFAS 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: Fri Mar 12 2021 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability, currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement, affiliation,relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https://asce7hazardtool.online/ Page 3 of 3 Fri Mar 12 2021 CrCROWN BU: 874140 Structure: A CASTLE WO. 1934193 % 0 Order: 540579 Rev: 2 Location Decimal Degrees Deg Min Sec Lat: 45.446528 1 + 45 26 47.50 Long: -122.783483 - I 122 I 47 0.54 Code and Site Parameters Seismic Design Code: TIA-222-H Site Soil: D(Determined) Stiff Soil Risk Category: II USGS Seismic Reference Ss: 0.8620 g Si: 0.3970 g Ti: 16 s Seismic Design Category Determination Importance Factor,le: 1 Acceleration-based site coefficient,F,: 1.1552 Velocity-based site coefficient,F,.: 1.9030 Design spectral response acceleration short period,SOS: 0.6639 g Design spectral response acceleration 1 s period,SDI: 0.5037 g Seismic Design Category Based on S05: D Seismic Design Category Based on SOI: D Seismic Design Category Based on Si: N/A Controlling Seismic Design Category: D CCISeismic 3.3.6 Page 1 Analysis Date: 15-03-2021 r CROWN BU: 874140 Structure: A jva% CROWN WO: 1934193 CASTLE Order: 540579 Rev: 2 Tower Details Tower Type: Tapered Monopole Height,h: 116.084 ft Effective Seismic Weight,W: 25.15 kips Amplification Factor,A,: 1.0 2.7.8.1 Seismic Base Shear Response Modification Factor,R: 1.5 Discrete Appurtenance Weight in Top 1/3 of Structure,W,,: 4.08584 kips WL: 21.06848209 kips E: 29000.0 ksi g: 386.088 in/s2 Average Moment of Inertia,1, : 2833.299474 in° F,: 0.313778031 hz Approximate Fundamental Period Monopole,T,: 3.1870 s 2.7.7.1.3.3 Seismic Response Coefficient,C, 0.4426 2.7.7.1.1 Seismic Response Coefficient Max 1,C,.,,, 0.1054 2.7.7.1.1 Seismic Response Coefficient Max 2,C,„,„ N/A 2.7.7.1.1 Seismic Response Coefficient Min 1,C,,,,;,, 0.0300 2.7.7.1.1 Seismic Response Coefficient Min 2,C,,,,;,, N/A 2.7.7.1.1 Controlling Seismic Response Coefficient,C,, 0.1054 Seismic Base Shear,V kips 2.7.7.1.1 Vertical Distribution Fast.,[, Period Related Exponent,k: 2.000 2.7.7.1.2 Sum of w,h,k 104670.19 2.7.7.1.2 CCISeismic 3.3.6 Page 2 Analysis Date: 15-03-2021 ',rat,Section Locals Section Length TopHeight Mid Height,h, Section Number 8 g g Weight,w, w,h," CK F,� F„„ 1-1 5.00 116.08 113.58 0.1182 1524,82 0.0146 0.0385 0.0157 2-1 5.00 111.08 108.58 0.1274 1502.38 00144 0.0380 0.0169 3-1 5.00 106.08 103.58 0.1367 1466.26 0.0140 0.0371 0.0181 4•1 1.00 101.08 100.58 0.0284 287.72 0 D027 0.0073 0.0033 5-1 5.00 100.08 97.58 0.1720 1637.68 0,0156 0.0415 0.0228 6.1 3D0 9508 92.58 0.1827 1566.43 0 0150 0 0397 0.0243 7-1 5.00 90,08 87.58 0.1935 1484.38 0.0142. 0.0376 0.0257 8-1 5.00 85.08 82,58 0.2043 1393.15 0.0133 0.0353 0.0271 9-1 5.00 80.08 77.58 0.2150 1294,35 0,0124 0.0328 0.0286 1G-1 5.00 75.08 7258 0.2253 1189.50 0.0114 0.0301 0,0300 11•1 2,48 70.08 68.84 0.1160 549.73 0.0053 0.0139 0.0154 12-1 0.25 67.60 67.48 0.0322 146.77 0.0014 0.0037 0.0043 13-1 5.00 67.35 64.85 0,6416 2698.55 00258 0.0683 0.0852 14•1 5D0 62.35 59.85 0.6528 2338.51 0.0223 0.0592 0.0867 15-1 6.19 57.35 54.26 0.8366 2463.22 0.0235 0.0624 0.1111 16-1 5.00 55.00 52.50 07381 2034.32 00194 0.0515 0.0580 17-1 5.00 50.00 47.50 0.7523 1697.27 0.0162 10430 0.0999 18-1 5.00 45.00 42.50 0.7664 1384.30 0.0132 0.0351 0.1018 19-1 5.00 40.00 37.50 0.7805 1097.61 0.0105 0.0278 0.1036 20•1 2.73 35.00 33.64 0.4339 490.88 0.0047 0 0124 00576 21-1 0.25 32.27 32.15 0.0473 48.92 0.0005 0.0012 0.0063 22-1 5.00 32.02 29.52 0.9451 823 56 0.0079 0.0209 0.1255 23-1 5.00 27.02 24.52 0.9592 576.72 0.0055 0.0146 0.1274 24.1 S.00 22.02 19.52 0.9734 370.89 C.0035 0.0094 0.1292 25-1 5.00 17,02 14.52 0.9875 208.19 0.0020 0.0053 0.1311 26-1 5.00 12.02 9.52 1.0016 90.78 0.0009 0.0023 0.1330 27-1 5.00 7.02 4.52 1.0157 20.75 0,0002 0.0005 0.1349 28-1 2.02 2.02 1.01 0.4162 0.42 0 0000 0.0000 0.0553 m CCISeismic 3.3.6 Page 3 Analysis Date: 15-03-2021 Discrete Lou,s Name 6, or, w,h,' C„ F,., F,,, tower mounts Lightning Rod 5/8"x 6' 119.08 0.0060 65.09 0.0008 0.0022 0.0008 kmw communications HB-X-ID-19-65-00T 114.00 0.0290 376.88 0.0036 0.0095 0,0039 kmw communications HB-X-10-19-65-00T 114,00 0.0290 376.88 0.0036 0.0095 0.0039 kmw communications HB-X-10-19-65-00'F 114.00 0 0290 37688 0.0036 0,0095 0.0039 axxcelera AB-ACCESS 114.00 0,0110 142.96 0.0014 0.0036 0.0015 tower mounts Pipe Mount[PM 602-31 114.00 0 2790 3625.88 0.0346 0.0918 0.0370 tower mounts Pipe Mount[PM 602-1] 110,00 0.0930 1125.30 0.0108 0.0285 0.0123 andrew TMOXX-6516-A2M w,t Mount Pipe 97.00 0.0536 505.22 0.0048 0,0128 0.0071 andrew TM0X0(-6516-42M w/Mount Pipe 97.00 0.0538 505.92 00048 0.0128 0.0071 i andrew TMBXX-651S-A2M w/Mount Pipe 97.00 0.0538 505.92 0.0048 0.0128 0.0071 nokia AEHC w/Mount Pipe 97.00 0.1140 1072.63 0.0102 0.0272 0.0151 nokia AEHC w/Mount Pope 97.00 0.1140 1072.63 0.0102 0,0272 00151 npkto AEHC w/Mount Pipe 97.00 0.1140 1072.63 0.0102 0.0272 0.0151 commscope FFHH-65C-63 w/Mount Pipe 97.00 0.1605 1510.24 0,0144 0.0382 0.0213 commscape FFH61-65C-R3 w/Mount Pipe 97.00 0.1605 1510.24 0,0144 0.0382 0,0213 commscope FFHH-65C-R3 w/Mount Pipe 97.00 0,1605 1510.24 0.0144 0.0382 00213 commscope HCS 2.0 97.00 0.0010 9.41 0.0001 0.0002 0.0001 raycap RNSOC-7771-PF-48 97.00 0.019C 178.77 0.0017 0.0045 0.0025 nokia AHFIG 97.00 0.0790 743.31 0.0071 0.0188 0.0105 nokia SHAG 97.00 0.0790 743.31 00071 0.0188 0.0105 nokla AHFIG 97.00 0.079C 743.31 0.0071 0,0188 0.0105 nokia AHLOA 97.00 0.0840 790.36 0.0076 0.0200 00112 nokia AHLOA 97.00 0.0840 790.36 0.0076 0,0200 0.0112 nokia AHLOA 97.00 0.0840 790.36 00076 0.0200 0.0112 tower mounts 8'x 2"Mount Pipe 97.00 0.0290 272.86 0,0026 0.0069 0.0039 tower mounts 8'x 2"Mount Pipe 97.00 0.0290 272.86 0 0026 0.0069 0.0039 tower mounts 8'x 2"Mount Pipe 97.00 0.0290 272.86 0,0026 0.0069 00039 tower mounts Platform Mount[LP 303-1_HR-1) 97.00 1.4950 14066.46 0.1344 0.3562 0.1985 tower mounts 9'x 2"Pipe Mount _ 85.00 0.0650 469.63 0,0045 0.0119 00086 tower mounts 9'x 2"Pipe Mount 85.00 0.0650 469.63 0.0045 00119 0.0086 tower mounts 9'x 2"Pipe Mount 85.00 0.0650 469,63 0,0045 0.0119 0.0086 tower mounts T-Arm Mount[CA 702.3] 85.00 0.3390 2449.28 0.0234 0.0620 0,0450 r0ycapTME-RCMDC-3315-PF-48 76.00 0.0320 184.83 0.0018 0.0047 0.0642 r00capTME-RCMDC-3315-PF-48 76.0G 0.0320 184.83 0.0018 0,0047 0.0042 (2)raycap TME-RCMDC-3315-PF-48 76.00 0.0640 369.66. 0.0035 0.0094 0.0085 tower mounts S x 2"Pipe Mount 76.00 0.0180 103.97 0.0010 0,0026 00024 tower mounts 5'x 2"Pipe Mount 76.00 0.0180 103.97 0.0010 0.0026 0.0024 (2)tower mounts 5'x 2"Pipe Mount 76.00 0.0360 207.94 0.0020 0,0053 0.0048 tower mounts Side Arm Mutant[SO.102-11 76.00 0.0250 144.40 0.0014 0.0037 0.0033 tower mounts Side Arm Mount[50102-3] 76.00 0.0750 433.20 0.0941 0.0110 0.0100 ericsson RRUS 32 82 75.00 0.0530 298.13 0.0028 0.0075 0,0070 ericsson RRUS 3232 75.00 0.0530 298.13 0.0028 0.0075 0.0070 (2)ericsson RRUS 32 B2 75.00 0.1060 596.25 0.0057 0.0151 0.0141 ericsson RRUS 32 E166 75.00 0,0530 298.13 0.0023 0.0075 0.0070 ericsson RRU5321366 75.00 0.0530 298.13 0.0028 0.0075 0.0070 (2)ericsson RRUS 32 B66 75.0D 0.1060 596.25 0.0057 0.0151 0.0141 row Sub6 Antenna w/Mount Pipe 75.00 0.0940 528,75 0.0051 0.0134 0.0125 vow Sub6 Antenna w/Mount Pipe 75.00 0,0940 528.75 0.0051 0.0134 0.0125 row Sub6 Antenna w/Mount Pipe 75,00 0.0940 528.75 0,0051 0.0134 0.0125 (3)jma wireless MX06FRO840-02 w/Mount Pipe 75.00 0.3776 2124.23 0 0203 0.0538 0.0501 (2)jma wireless MX06FR0840.02 w/Mount Pipe 75.00 0.2518 1416.15 0.0135 0.0359 0.0334 (3)jma wireless MX06FR0840-02 w/Mount P.pe 75.00 0.3776 2124.23 0.0203 0.0538 0.0501 ericsson STREETMACRO 6701 w/Mount Pipe. 75.00 0.0390 219.38 0.0021 0.0056 0.0052 ericsson STREETMACRO 6701 w/Mount Pipe 75,00 0.0390 219.38 0.0021 0.0086 0.0052 ericsson STREETMACRO 6701 w/Mount Pipe 75.00 0.0390 219.38 0.0021 0.0056 0.0052 ericsson 4449 75.00 (./.0710 399.38 0 0038 0.0101 0.0094 ericsson 4449 75.00 0.0710 399.38 0.0038 0.0101 0.0094 12)ericsson 4449 75.00 0.1420 79875 0.0076 0.0202 0.0189 raycap RV2DC-6627-PF-48 75.00 0,0320 180.00 0,0017 0.0046 0.0042 tower mounts 8'x 2"Mount Pipe 75.00 0.0290 163.13 0 0016 0.0041 0.0039 tower mounts 8'x 2"Mount Pipe 75.00 0,0290 163.13 0,0016 0.0041 0.0039 tower mounts Platform Mount[LP 1304-1_HR-1] 75.00 26268 14775.58 0 1412 0.3741 0.3483 (2)akatel lucent 95MPR11-C128840-220 65.00 0.0240 101.40 0.0010 0.0026 0.0032 tower mounts Pipe Mount[PM 601-1) 65,00 0.0650 274.63 0.0026 0.0070 0.0086 sigfox 361900-31W 47.00 0.0010 2,21 0.0000 0,0001 0.0001 sigfax CAVITY FILTER 47,00 0.0020 4.42 0.0000 0 0001 0.0003 sigfox LNA 47.00 0.0020 4,42 0,0000 0.0001 0.0003 lower mounts 3'x 2"Pipe Mount 47.00 0.0110 24.30 00002 00006 0.001S tower mounts Side Arm Mount 150305-1] 47.00 0.0300 66.27 0.0006 0,0017 0.0040 tower mounts Side Arm Mount(60102-3] 47.00 0.0750 165 68 0.0016 0 0042 0.0100 Rediuwares SP1-5.2 65.00 0.0150 63,33 0.0006 0.0016 0.0020 Sum G "L- J rfx'"d. CCISeismic 3.3.6 Page 4 Analysis Date: 15-03-2021 Linear Loads Name Mart Height End Height 6, w, w,h,' C,„ F,r, andrew LDF2.50(3/8")From 0 to 114 106.08 114.00 110.04 0.0006 7.67 0.0001 0.0002 0.0001 andrew LDF2-50(3/8")From 000114 96.08 106.0E 101.08 0.0008 9.17 0.0001 0.0002 0.0001 andrew 11F2-50(3/8")From 0 to 114 96.08 96.0E 91.08 0.0008 6.64 0.0001 0.0002 0.0001 andrew LDF2-50(3/8")From 0 to 114 75.08 86.08 81.08 0.0008 5.25 0.0001 0.0001 0.0001 andrew LDF2-50(3/8")From 0 to 114 66.08 76.08 71.0E 0.0008 4.04 0.0000 0,0001 0.0001 andrew 112F2-50(318")From 0 to 114 5609 6608 5108 0.0008 2.99 0.0000 0.0001 0.0001 andrew 10F2-50(3/8")From 0 to 114 46.08 56.08 51.08 0.0008 2.09 0.0000 0.0001 0.0001 andrew L12F2-50(3/8")From 0 to 114 36.08 46.08 41,0E 0.0006 1.35 0.0000 0.0000 0.0001 andrew L002-50(3/8")From 0 to 114 26,08 36.08 31.08 0.0008 0.77 0.0000 0.0000 0.0001 andrew LDF2-50(3/8")From 0 to 114 16.08 26.08 21.08 0.0008 0.36 0.0000 0.0000 0.0001 andrew LDF2.50(3/8")From 0 to 114 6.08 160E 11.08 0.0008 0.10 0.0000 0.0000 0.0001 andrew LDF2-50(3/8")From 0 to 114 0 00 6.08 3,04 0.0005 0.00 0.0000 00000 0.0001 (6)andrew L1.67-508(1.5/8")From Ito 114 106.0E 114.00 110.04 0.0389 471.62 0.0045 0.0119 0.0052 (5)andrew LDF7-504(1-5/8")From 0 to 114 96.08 106.09 101.08 0 0492 502.72 0.0048 0.0127 0 0065 (6)andrew 10F7-50A(1-5/8")From 0 to 114 66.08 96.08 91,08 0.0492 408.18 0.0039 0.0103 0.0065 (6)andrew LDF7-50A(1-5/8")From Oto 114 76.08 86.03 81.08 0 0492 323.47 0.0031 0.0082 0 0065 (6)andrew L0F7-506(1-5/81 From 0 to 114 66.08 76.08 71.08 0.0492 248.60 0.0024 0.0063 0.0065 16)andrew LDF7-504(1.5/e")From 0 to 114 56.08 56.08 61.08 0.0492 183.58 0.0018 0.0046 0.0065 (6)andrew 113F7-504(1-5/81 From 0 to 114 46.08 56.08 51.08 0.0492 128.39 0.0012 0.0033 0.0065 (6)andrew LDF7-50A(1-5/8")From 0 to 114 36.08 46.08 41.08 0.0492 9304 0.0008 0.0021 0.0065 (6)andrew LDF7-50A(1-5/8")From 0 to 114 26.08 36.08 31.08 0.0492 47.54 0.0005 0.0012 0.0065 (6)andrew LDF7-50A(1-5/8")From 0 to 114 15.08 26.08 2108 0.0492 21.07 0.0002 0.0006 0.0065 (6)andrew LDF7-50A(1-5/8")from 0 to 114 608 16.08 11.08 00492 604 0.0001 0.0002 0.0065 (6)andrew LDF7-50A(1.5;81 From 0 to 114 0,00 6.08 3.04 0.0299 0.23 0 0000 0.0000 0.0040 nokia ASU93257YP01(1.3/5)From 0 to 97 96.08 97.00 96.54 0.0015 13,78 0.0001 0.0003 0.0002 I nokia A51/932515'P01(1-3/5)From 0 to 97 36.08 96.09 91.08 0.0161 133.90 0.0013 0.0034 0.0021 nokia 45139325TYP01(1-3/5)From 0 to 97 76.08 86.08 81.08 0.0161 106.11 0.0010 0.0027 0.0021 nokia ASU9325TYPOL)1-3/5)From 0 to 97 6608 76.08 71.08 0.0161 81.55 0.0008 0.0021 0.0021 nokia 55U932578P01(1-3/5)Front to 97 56,08 66.08 61.08 0.0161 60.22 0.0006 0.0015 0.0021 nckia AS1)9325TYP01(1-3/5)From 0 to 97 46.03 55.08 51.08 0.0161 42.12 0.0004 0.0011 00021 nokia 453932517P01(1-3/5)From 0 to 97 36.08 46,08 41.08 0.0161 27,24 0.0003 0.0007 0.0021 nokia A5U932503P01(1-3/5)From 0 to 97 26.08 36.08 31.08 00161 15.59 0.0001 0.0004 0.0021 nokia A519325T3P01(1.3/5)From 0 to 97 16.0E 26.08 21.08 0,0161 7.17 0.0001 0.0002 0 0021 nokia ASU9325TY901(1-3/S)From 0 to 97 6.08 16.08 I1.08 00151 198 0.0000 0.0001 0.0021 nokia A039325T10,01(1-3/5)From 0 to 97 0.00 6.08 3.04 0.0098 0.09 0-0000 0.0000 0.0013 6)andrew LDFS-50A(7/8")From 0 to 97 96.0E r, 97.00 96.54 0.001E 16.90 0.0002 0.0009 0.0002 6)andrew lOF5.50A(7/8")From 0 to 97 86.08 96.08 91.08 0.0198 164.27 0.0015 0.0042 0.0026 6)andrew LDF5-508(7/81 From 0 to 97 76.08 86.08 81.08 0.0199 130.18 0.0012 0.0053 0.0026 6)andrew LDF5506(7/8")From 0 to 97 66.08 76.08 71.08 0,0198 100.05 0.0010 0.0025 0,0026 6)andrew LDFS-S0A(7/8'(From 0 to 97 56.0E r, 66,08 61.08 0.0199 73.88 0.0007 0.0019 0.0026 6)andrew LDFS-50A(7/e")From 0 to 97 46.0E 56.08 51.08 0.0198 51.67 0.0005 0.0013 0.0026 6)andrew LDFS-50A(7/8")From 0 to 97 35.08 46.0E 41.08 0.0198 33,42 00003 0.0008 0.0026 6)andrew LDFS-50A)7/8")From 0 to 97 26,08 36.08 31.08 0.0198 19,13 0.0002 0.0005 0.0026 6)andrew LDF5-50A)7/8")From 0 to 97 16.08 26,08 21.08 0.0198 8.80 0.0001 0.0002 0.0026 6)andrew LOF5-50A(7/8")From Ito 97 6.08 16.0E 11.08 0.019E 2.43 0.0000 0,0001 0.0026 . 6)andrew LDFS.50A(7/8"(From U to 97 0.00 5.08 3.04 0.0120 0.11 0.0000 0.0000 0.0015 nokia HCS 2.0 Part 3(1-1/2)From 0 to 97 96.08 97.00 96.54 0.0016 14.60 0.0001 0.0004. 0.0002 nokia HIS 2.0 Fart 311.1/2)From 0 to 97 86.08 95.08 91.08 0.0171 141.87 0.0014 0.0036 0.0023 nokia HCS 2.0 Part 3(1-1/2)From 0 to 97 76.0E 86,08 81.08 0.0171 112.43 0.0011 0.0028 0.0023 nokia HIS 2.0 Part 3(1-1/2)From 0 to 97 66.0E 76.03 71.08 0,0171 86.41 0.0008 00022 0.0023 nokia HCS 2.0 Part 3(1-1/2)From 0 to 97 56.08 66.08 61.08 0.0171 63.80 0.0006 0.0016 0.0023 nokia HCS 2.0 Part 3(1.1/2)From 0 to 97 46.08 56.08 51.08 0.0171 44.62 00004 00011 00023 nokia HCS 2.0 Part 3(1-1/2)From 0 to 97 36.08 46.08 41.08 0.0171 28.86 0,0003 0.0007 0,0023 nokia 311 2.0 Part 3(1-1/2)From 0 to 97 26.08 36.08 31.08 0.0171 16.52 0.0302 0.0004 0,0023 nokia HCS 2.0 Part 3(1-1/2)From 0 to 97 16.08 26.08 21.06 0,0171 7.60 0.0001 0.0002 00023 nokia HCS 2.0 Part 3(1-1/2)From 0 to 97 6.08 16.08 11.03 0.0171 2.10 0.0000 0.0001 0,0023 nokia HCS 2.0 Part 3(1-1/2)From 0 to 97 0.00 6.08 3.04 0.0104 0.10 0.0000 0.0000 0.0014 (4)commscope RFA1205-24526-XXXI1-1/41 From C to 75 66.08 75.00 70.54 0.0527 252.12 0.002S 0.0066 0.0070 (4)commscope 5FA1206-24526-XXX(1-1/4)From 0 to 75 56.08 66.08 51,08 0.0591 220.44 0.0021 0,0055 0.0078 (4)commscope 1/F41206-24526-XXX11-1/4)From 0 to 75 46.08 56.0E 51..08 0.0591 154.17 0.0015 0.0039 0.0078 (4)commscope 8F61206-24526.XXX(1-1/4)From 01075 36.08 46.08 41.08 0,0591 99.72 0.0010 0.0025 00078 (4)cornmscooe RFA1205'24526-XXX)1-1/4(From 0 to 75 26.08 36.08 31.08 0.0591 57_08 C.0005 0.0014 0.0078 14)commscope RF41206-24526400((1.1/4(From 0 to 75 16.08 26.08 21.08 0-0591 26-26 00003 0,0007 0.0078 (4)commscope RFA1206-24526-XXX(1-1/4)From 0 to 75 6.08 16.08 11.08 0.0591 7.26 0 0001 0.0002 0.0078 (4)commscope RFA1206.24526-X00((1.1/4)From 0 to 75 0,00 6.08 3.04 0.0359 0,33 0.0000 0.0000 0.0048 huber and suhner MLCH 12/24 LOW INDUCTION(2)From 0 to 75 66.0E 75.00 70.54 0.0271 134.8E 0.0013 0.0034 0.0036 Sober and suhner MLCH 12/24 LOW INOUCTION(2)From 0 to 75 56.06 65,08 61.08 0.0304 113.43 0.0011 0.0029 030040 huber and suhner MLCH 12/24 LOW INDUCTION(2)From 0to 75 460E 56.08 51.08 0.0304 79.33 0.000E 0.0020 0.0040 huber and suhner MLCH 12/24 LOW INOUCTION)2)From 0 to 75 36,08 46,08 41.08 0.0304 51.31 0.0005 0,0013 0.0040 huber and suhner MLCH 12/24 LOW INDUCTION(2)From 0 to 75 26.08 36.08 31.0E 0.0304 29.37 0.0008 00007 0.0040 huber and suhner MLCH 12/24 LOW INDUCTION(2)From 0to 75 16.08 26.08 21.08 0.0304 13.51 0,0001 0.0003 0.0040 huber and suhner MLCH 12/24 LOW INDUCTION(2)From 0 to 75 5.0E 16.08 11.08 0.0304 3.73 0.0000 0.0001 0.0040 huber and suhner MLCH 12/24 LOW INDUCTION(2(From 0 to 75 0,00 6.08 3.04 0.0185 0.17 0.0000 0.0000 0.0025 (4)eupen E04-50(1/2)From 0 to 65 56.08 65.00 60.54 0.0057 20.92 0.0002 0.0005 0 0008 (4)eupen EC4-50(1/2)From 0 to 65 46.08 56,08 51.08 0.0064 16.70 0,0002 0.0004 0.0008 14)eupen EC4-50(1/2)From 0 to 6.5 360E 46.08 41.08 0.0064 10,80 0 0001 0.0003 0.0008 14)eupen E04-50(1/2)From 0 to 65 26.08 36,08 31.08 0.0064 6.1E 0.0001 0.0002 0.0008 14)eupen E04-50(1/2)From 0 to 65 16.08 26.08 21.08 00064 2.85 0.0000 0-001 0.0008 (4)eupen E04-50(1/2)From 0 to 65 6.0E 16.08 11.08 0.0064 0.79 0.0000 0.0000 0.0008 (4)eupen E1430(1/2)From 0 to 65 0.00 6.08 3.04 0.0039 0.04 0.0000 0.0000 0.0005 tniscl 2"Rigid Conduit From 0 to 65 56.08 65.00 50.54 0.0250 91.50 0.0009 0.0023 0.0033 CCISeismic 3.3.6 Page 5 Analysis Date: 15-03-2021 ii miscl 2"Rigid Conduit From 0 to 65 46.08 56.08 5108 _ 0.0280 73.07 0.0007 0 0019 0.0037 miscl 2"Rigid Conduit From 0 to 65 36.08. 46.08 41,08 0.0280 47,26 0.0005 0.3012 0.0037 miscl 2"Rigid Conduit From 0 to 65 26.08 3608 31.08 C.0280 27.05 0.0003 0.0007 6.0037 miscl 2"Rigid Conduit From 0 to 65 16.08 26.08 21.08 0.0280 12.45 0.0001 0.0003 0.0037 misd 2"Rigid Conduit From 0 to 55 6,08 16.08 11.08 0.0280 3.44 0.0000 0.0001 0,0037 miscl 2"Rigid Conduit From 0 to 65 0.00 6.08 3,04 0.0170 0.16 0.0000 0.0000 0.0023 eupen EC4-50(1/2)From 0 to 47 46.08 47.00 46.54 0.0001 0.32 0.0000 0.0000 0.0000 eupen EC4-5011/2)From 0 to 47 36.08 46.08 41.08 0.0016 2,70 0.0000 0.0001 0.0002 eupen EC4-5011/2)From 0 to 47 26.08 36.08 31.08 0.0016 1.55 0.0000 0.0000 0,0002 capon EC4-50)1/2)From 0 to 47 16.08 26.08 21.08 0,0016 0.71 0.0000 0.0000 0.0002 eupen EC4-50(1/2)From C to 47 5.08 16.08 11.08 0.0016 0.20 0.0000 0.0000 0.0002 eupen EC4-50)1/2)From 0 to 47 0.00 6.08 3.04 0.0010 0.01 0.0000 0.0000 0.0001 misd Safety line 3/8 From 0 to 116.084 106.08 116.08 11108 0.0022 27,15 0.0003 0.0007 0.0003 mitt)Safety Line 3/8 From 0 to 116.084. 96.08 106.08 /01.08 0.0022 22.48 0.0002 0.0006 0.0003 miscl Safety Line 3/8 From 0 to 116.084 86.08 96.08 91 08 0.0022 18.25 0.0002 0.0005 0.0003 mini Safety Line 3/8 From 0 to 116.084 76.08 86.08 81.08 0.0022 14.46 0.0001 0.0004 0.0003 miscl Safety Line 3/8 From 0 to 116.084 66.08 76 D8 71.08 0.0022 11.12 0.0001 0.0003 0.0003 miscl Safety Line 3/8 From 0 to 116.084 56.08 66,08 61.08 0.0022 8.21 0.0001 0.0002 0.0003 miscl Safety Line 3/8 From 0 to 116.084 46.08 56.08 51.08 0.0022 5,74 0.0001 0.0001 0 0003 misd Safety Line 3/8 From 0 to 115.084 36.08 46.08 41.08 0.0022 3.71 0.0000 0.0001 0.0003 miscl Safety Line 3/8 From 0 to 116.084 26 08 36.08 31.08 0.0322 2.13 0.0000 0.0001 0.0003 misclsafety Line 3/8 From 0 to 116.084 16.08 26.08 21.08 0.0022 0.98 0.0000 0.0000 0.0003 miscl Safety Line 3/8 From 0 to 116.084 6.08 16.08 11.08 0.0022 0.27 0.0000 00000 0.0003 • misd Safety Line 3/8.From 0 to 116.084 0.00 6.08 3.04 0.0013 0,01 0.0000 0.0000 0.0002 I cum CCISeismic 3.3.6 Page 6 Analysis Date: 15-03-2021 116.t n MATERIAL STRENGTH 8 N 12 N r c 0 7 N __GRADE I Fy T Fu GRADE Fy Fu 111.1tt A572-65 85 km 60 ksi J 0 m b § N O ' 0 1081 n TOWER DESIGN NOTES 1. Tower is located in Washington County,Oregon. M 8 W - I 2. Tower designed for Exposure C to the TIA-222-H Standard. g N m e 8 ions 11 J', 3. Tower designed for a 97 mph basic wind in accordance with the TIA-222-H Standard. ro, N N m `e -_� 1 4. Tower is also designed for a 30 mph basic wind with 1.50 in ice.Ice is considered to increase _ m s 0 9 in thickness with height. N o ��{.. 5. Deflections are based upon a 60 mph wind. 35.111 LIA 6. Tower Risk Category II. 7. Topographic Category 1 with Crest Height of 0.000 ft c 8 ' n m o JJ1�I8. TIA-222-H Annex S so_1 fl 9. TOWER RATING:49.1% 10. CCISelsmic Note:Seismic loads generated by CCISeismic 3.3.6 :. N e g r 8 ' N '� 11. CCISeismic Note Seismic calculations are in accordance with TIA-222-H , o 00 ,00 '.. 85.1,ft. 8 m 0 ' n N 30.1 n O1 S N N '`,2_ N I 1 1 II j ^ I II I 11 I I75.1 ft1 I�2 { V G 8 7a1fl I� i 0 1 81 67,611, 00 o e e II m c3 1'1 N � ryp q .O r 0 ii e INN 62.4n < ' O V N N Na M1 N '018 4 8 O '° 1 u57.4 fl_ 6 0 Q nl N N 51.2fl `^ ' `4 ,q o m n ^o I 5006 In 5 0 m a 2 4c 45.0 fl I '.. ALL REACTIONS 2 2 :28 8 m ARE FACTORED 83 0 4 A 40.0ft I:' AXIAL a ^ 8 34K 8 V 2 - o 0 0 N N 35.0ft 0 2 - a i - - SHEAR MOMENT r N i 1. 1 g 32 3 fl I 1 3 K / 230 kip-ft N N ., 1- y id O Y ll L1' o I 0! 4 "., o 1, TORQUE 0 kip-ft u" G 4 8 27.en j'',II,, SEISMIC N E. iL, F Sb g. 0_ AXIAL 0 0 N N 22.0 fl �`�`K 8 = g ---- SHEAR MOMENT N 17.9 it III. 2 K_1 , 149 kip-ft 0 n „ _ e ° " I '''.; TORQUE 0 kip-ft N :I 12.011_ I4 30 mph WIND-1.500 in ICE 0 w '.. 73 2 ill'll A V N S N .1G I AXIAL N 0 8 n 0 7_03 IIII 30K 8 N N SHEAR MOMENT 8 i zoo 14 K ( 1002 k!p-ft P 00 a M M I o.en_ :I m TORQUE 2 kip-ft ',2 - REACTIONS-97 mph WIND m - - g i 1 ya C Y 1 2 O D gQ B+T Group J°" 78875.013.01-Progress, OR(BU#874140) 1717 S. Boulder, Suite 300 P 0``=---- B•T Tulsa, OK 74119 clN°t.Crown Castle m."brVinayak "°°° Phone:(918)587-4630 cad°: TIA-222-H rm." e'03/15/21 s"I°; NTS FAX:(918)587-463D Path: - -.,.N,„...-�__m.-..`,,.__._ D'°B N°.E-1 Step 1: Determining Seismic AR capacity Monopole Base Plate Connection " CROWN ,„.CASTLE Site Info BU d 874140 Site Name Progress,OR Order d 540579 Revd 2 r>) Analysis Considerations > - - GrouTIA-t Co Revision t \/ Grout Considered: See Custom Sheet / I,,(in) See Custom Sheet Applied Loads Moment ki.-ft 3689.27 Axial Force ki.s 41.56 Shear Force(ki.$) 3.67 •TIA-222-H Section 15.5 Applied \c Connection Properties Analysis Results Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) GROUP 1: (8)2-1/4"0 bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 39.32"BC GROUP 1: GROUP 2: (1)1-3/4"0 bolts(A193 Gr.B7 N;Fy=105 ksi,Fu=125 ksi)on 47"BC Pu_t=445.03 4,Pn_t=243.75 Stress Rating pos.(deg): 30 GROUP 3: (2)1-3/4"0 bolts(A193 Gr.B7 N;Fy=105 ksi,Fu=125 ksi)on 46.3"BC pos.(deg): 150,258 &nuur e: Pu_t=293.74 rpPn_t=178.13 Stress Rating Base Plate Data 45.32"OD x 2.25"Plate(5-128;Fy=60 ksi,Fu=80 ksi) Stiffener Data GROUP 3: N/A Pu_t=300.65 rbPn t=178.13 ress Rating Pole Data 31.7"x 0.28125"12-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) Seismic Anchor rod capacity. CClplate-Version 4.0.1 Analysis Date:3/17/2021 Monopole Base Plate Connection Step 2 : Seismic AR analysis /`�'/�O CROWN ",CASTLE Site Info BUa 874140 Site Name Progress,OR r, Order a 540579 Rev#2 Analysis Considerations 7-12, TIA-222 Revision Grout Considered See Custom Sheet la,(in) See Custom Sheet Applied Loads AMMO Moment(kip-ft) 345.00 Axial Farce(kips) 51.00 Shear Force(kips) 4.50 'TIA-222-H Section 15.5 Applied (� `(l Connection Properties Analysis Results Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) GROUP 1: (8)2-1/4"0 bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 39.32"BC GROUP 1: GROUP 2: (1)1-3/4"p bolts(A193 Gr.B7 N;Fy=105 ksi,Fu=125 ksi)on 47"BC Pu_c=48.48 4sPn_c=268.39 Stress Rating pos.(deg): 30 Vu=0.56 t.Vn=120.77 17.2% Mu=n/a 4,Mn=n/a Pa GROUP 3: (2)1-3/4"0 bolts(A193 Gr.B7 N;Fy=105 ksi,Fu=125 ksi)on 46.3"BC pos.(deg): 150,258 GROUP 2: Pu_c=27.47 4'Pn_c=227.3 Stress Rating Base Plate Data Vu=0 4.Vn=102.28 11.5% 45.32"OD x 2.25"Plate(S-128;Fy=60 ksi,Fu=80 ksi) Mu=n/a 4,Mn=n/a Stiffener Data GROUP 3: N/A Pu_c=28.11 'Pn_c=227.3 Stress Rating Vu=0 QiVn=102.28 11.8% Pole Data Mu=n/a ctiMn=n/a 31.7"x 0.28125"12-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) CClplate-Version 4.0.1 Analysis Date:3/17/2021