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1'OPY RECEIVED sw AUG 2 4 2020 CITY OF TIGARD dm? B+T GRP Date: July 06, 2020 BUILDING DIVISION Stephanie Lipscomb B+T Group Crown Castle 1717 S. Boulder, Suite 300 370 Mallory Station Rd Tulsa, OK 74119 Franklin, TN 37067 (918) 587-4630 Subject: Structural Analysis Report Carrier Designation: T-Mobile Co-Locate Carrier Site Number: P001339B Carrier Site Name: N/A Crown Castle Designation: Crown Castle BU Number: 874140 Crown Castle Site Name: Progress Crown Castle JDE Job Number: 615582 Crown Castle Work Order Number: 1867254 Crown Castle Order Number: 525395 Rev. 0 Engineering Firm Designation: B+T Group Project Number: 78875.012.01 Site Data: 10185 Sw Cascade Avenue, Portland,Washington County, OR Latitude 45°26'47.5", Longitude-122°47'0.54" 116.1 Foot-Monopole Tower Dear Stephanie Lipscomb, 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: LC7: 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: Jacob Johnson, E.I.T. Respectfully submitted by: B+T Engineering, Inc. eittait tqf JP I. 4. 90767PE p A aPP' 'TM ,/N 7 L xs Expires: 6130/2021 John W. Kelly, P.E., S.E. tnxTower Report-version 8.0.5.0 July 06, 2020 116.084 Ft Monopole Tower Structural Analysis CC/BU No 874140 Project Number 78875.012.01, Order 525395, Revision 0 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—LC7 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 8.0.5.0 July 06, 2020 116.084 Ft Monopole Tower Structural Analysis CCI BU No 874140 Project Number 78875.012.01, Order 525395, Revision 0 Page 3 1) INTRODUCTION This tower is a 116.1 ft. Monopole designed by Valmont in May 1997. 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 Mounting Center Line Number Antenna Number Feed Elevation of Antenna Model of Feed Line Level (ft) (ft) Antennas Manufacturer Lines Size (in) 102.0 1 i Raycap j RNSDC-7771-PF-48 3 Andrew 1 TMBXX-6516-A2M - T 1 I Commscope HCS 2.0 100.0 r 3 I�- Nokia AEHC 1 1-3/5 97.0 � 3 Nokia AHFIG 1 1-1/2 �.3 Nokia AHLOA 6 7/8 1 Nokia FXFB T-MOBILE ! 98.0 Tr. a 3 Commscope — FFHH-65C-R3 97.0 1 -- Platform Mount[LP 303-1_HR-1] i Table 2-Other Considered Equipment Center Line Number Number Feed Mounting Elevation of Antenna Antenna Model of Feed Line Level (ft) (ft) Antennas Manufacturer Lines Size (in) 117.0 1 Axxcelera AB-ACCESS 6 1-5/8 114.0 115.0 3 Kmw Comm. HB-X-ID-19-65-00T 1 3/8 I- 114.0 1 I -- Pipe Mount[PM 602-3] 110.0 T 110.0 1 -- Pipe Mount [PM 602-1] I -- I -- 85.0 85.0 1 -- T-Arm Mount[TA 702-3] -- -- - 4 Ericsson RRUS 32 B2 76.0 4 Ericsson RRUS 32 B66 4 I Ericsson 4449 r— 3 Ericsson RADIO 4408 ' 75.0 7 3 Ericsson I STREETMACRO 6701 4 1-1/4 75.0 r 4 Jma Wireless I MX06FRO840-02_CCIV2 r 4 Jma Wireless r MX10FRO840-XX Ir 4 i Raycap T- RCMDC-3315-PF-48 r 1 I -- J Platform Mount[LP 1304-1_HR-1] tnxTower Report-version 8.0.5.0 -. ._. ,of July 06, 2020 116.084 Ft Monopole Tower Structural Analysis CCI BU No 874140 Project Number 78875.012.01, Order 525395, Revision 0 Page 4 Mounting Center Line Number Antenna Number Feed Elevation of Antenna Model of Feed Line Level (ft) Manufacturer in Size (ft) Antennas Lines (in) 1 1 I Rad iowaves j_. SP 1-5.2 j 65.0 65.0 T 2 Alcatel Lucent 95MPR11-C128F40-220 4 1/2 r 1 j 1 Pipe Mount [PM 601-1] 1 Sigfox CAVITY FILTER 50.0 r 1 Sigfox CXL 900-3LW 47.0 I - 1 e Sigfox T LNA 1 1/2 1 -- T Side Arm Mount[SO 102-3] 47.0 1 I -- I Side Arm Mount [SO 305-1] 3)ANALYSIS PROCEDURE Table 3- Documents Provided Document Remarks Reference Source i Online Order Information T-Mobile Co-Locate Rev#0 j 525395 CCI Sites i "Tower Manufacturer Drawing ] Valmont, Order No. 12317-95 1353528 I CCI Sites Tower Modification Drawing j Valmont, Date: 08/09/2006 2248976 [CCI Sites Post Modification Inspection TEP, Date: 10/02/2006 1956214 - CCI Sites Tower Modification Drawing B+T Group, Project No. 78875.003.01 5629547 CCI Sites Post Modification Inspection TEP, Date: 09/11/2015 , 5885121 I CCI Sites Foundation Drawing Portland General Electric Co., Date: 03/20/1990 1354428 I CCI Sites Geotech Report Northwest Geotech Inc.. Project No. 705.2.1 1353413 -I CCI Sites Package ..._ g - _ � Antenna Configuration Crown CAD Packa e Date: 07/01/2020 CCI Sites 3.1)Analysis Method tnxTower (version 8.0.5.0), 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. 4)ANALYSIS RESULTS Table 4-Section Capacity (Summary) I 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 tnxTower Report-version 8.0.5.0 July 06, 2020 116.084 Ft Monopole Tower Structural Analysis CCI BU No 874140 Project Number 78875.012.01, Order 525395, Revision 0 Page 5 Section Component Critical SF*P allow I No. Elevation(ft) Type Size Element P(K) (K) Capacity Pass I Fail L2 111.08-106.08 Pole TP13.06x12.16x0.188 2 -0.855 -- 4.2% Pass 7 L3 I. 106.08-101.08 I Pole TP13.96x13.06x0.188 3 -1.035 -- 6.6% I Pass r-L4 101.08-100.08 Pole TP14.14x13.96x0.188 4 , -1.073 I -- 7.1% Pass L5 I 100.08-95.08 Pole TP15.039x14.14x0.219 5 1 -5.052 -- 12.5% I Pass • L6 95.08-90.08 Pole TP15.939x15.039x0.219 6 -5.310 -- 18.9% Pass L7 90.08-85.08 Pole TP16.838x15.939x0.219 7 -5.587 I -- 24.2% Pass j L8 I 85.08-80.08 Pole TP17.738x16.838x0.219 I 8 -6.507 -- 29.2% Pass I L9 T 80.08-75.08 Pole TP18.637x17.738x0.219 9 -7.015 -- 133.6% Pass 1L10 75.08-70.08 Pole TP19.537x18.637x0.219 I 10 -13.296 -- T44.1% Pass L11 1 70.08-67.6 Pole I TP19.983x19.537x0.219 11 -13.496 -- 48.1% Pass j L12 I 67.6-67.35 Pole+Reinf. I TP20.028x19.983x0.694 ! 12 -13.547 -- 25.1% Pass FL13 T 67.35-62.35 Pole+Reii TP20.927x20.028x0.669 13 -14.535 -- 129.5% Pass L14 1 62.35-57.35 Pole+Reinf. I TP21.827x20.927x0.644 14 -15.435 -- T 33.6% Pass L15 57.35-55 I Pole+Reinf. , TP22.94x21.827x0.631 I 15 -15.867 -- -T 35.5% Pass L16 55-50 I Pole+ Reinf. TP22.712x21.813x0.694 16 -17.490 -- T36.4/° 1- Pass L17 50-45 I Pole+Reinf. I TP23.611x22.712x0.669 17 -18.659 -- 39.5% r Pass L18 45-40 Pole+Reinf. I TP24.509x23.611x0.656 18 -19.708 -- 42.3% Pass L19 40-35 Pole+Reinf. ' TP25.408x24.509x0.631 19 -20.778 -- 144.9% Pass L20 35-32.27 Pole+Reinf. TP25.899x25.408x0.631 20 -21.371 -- 46.3% Pass L21 r 32.27-32.02 Pole+Reinf. TP25.944x25.899x0.756 21 -21.439 -- I 38.2% Pass L22 32.02-27.02 Pole+Reinf. 1 TP26.843x25.944x0.744 j 22 -22.701 -- -T 40.2% , Pass 1 L23 27.02-22.02 Pole+ReinfTTP27.742x26.843x0.719 I 23 -23.985 -- -T42.1% ( Pass i L24 I 22.02-17.02 Pole+Reinf. TP28.64x27.742x0.706 24 -25.289 -- T43.9% Pass L25 17.02-12.02 i Pole+Reinf. l TP29.539x28.64x0.694 25 -26.611 -- T 45 5% Pass L26 12.02-7.02 Pole+Reinf. I TP30.438x29.539x0.669 26 -27.953 -- 7 47.1% Pass L27 7.02-2.02 Pole+Reinf. TP31.337x30.438x0.656 27 -29.314 -- 48.5% Pass L28 2.02-0 ; Pole+Reinf. I 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-LC7 Notes Component Elevation (ft) % Capacity Pass/Fail 1,2 Flange Connection 100 5.9 Pass r- 1,2 Anchor Rods I Base 44.7 I Pass r1,2 Base Plate I Base 32.0 Pass 1,2 Base Foundation (Structural) Base 37.2 Pass L._ 1,2 Base Foundation (Soil Interaction) Base ®j __ 38.2 Pass Structure Rating (max from all components) = 49.1% 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 4.1) Recommendations The tower and its foundations have sufficient capacity to carry the proposed load configuration. No modifications are required at this time tnxTower Report-version 8.0.5.0 • APPENDIX A TNXTOWER OUTPUT r 116.1 ft MATERIAL STRENGTH :2GRADE Fy Fu GRADE Fy I Fu °, c o 111.1 ft A572-65 65 ksi 80 ksi 1061 ft TOWER DESIGN NOTES 1. Tower is located in Washington County,Oregon. � lain RR 0 2. Tower designed for Exposure C to the TIA-222-H Standard. 101.1 ft 3. Tower designed for a 97 mph basic wind in accordance with the TIA-222-H Standard. il 4. Tower is also designed for a 30 mph basic wind with 1.50 in ice.Ice is considered to increase MU NU in thickness with height. `.;1i)� 'i 5. Deflections are based upon a 60 mph wind. 95.15 I 6. Tower Risk Category II. 7. I 8111 DO so 1 n 9. TOWER RATING: 9.10�0 with Crest Height of 0.000 ft ID ID c 85.1 9 loll Di 0 80.1 ftii 1111111 11111 0 75.1 ft III ; MIS Si c 70.15 it fHHM Fin S 67.6fl 11 o 1U1I01 OD c 62.4 ft I°... DODD al to N c 57.4 ft 1 O r3 1 0 1 m ,,, 51.2 ft RiMAE KAM , ::: . • o1110 UN 0 I DODD 0 40.0 ft I 1011 Dig 0 35.011 I ' 13110111 nil q 32.31t I_ Duly DO 0 27.0 n I ALL REACTIONS ARE FACTORED 1111111 Di o. 22.0 ft I �I K 1:111118 SG 2 SHEAR MOMENT 17.0 ft 2 K ( , 148 kip-ft 1 018 BD 2 TORQUE 0 kip-ft 12.0 ft 30 mph WINDS 1.500 in ICE ©®®® D® 2 7.0 ft AXI 30 KL loin IN 0 2.0 ft S4 KA, MOMENT 1001 kip-ft N N ry O •- d • r G 0.0ft l TORQUE 3 kip-ft REACTIONS-97 mph WIND c (I) m 3 - g y m m m i°- IS 2 . rn .2 m 5 3 Job: B+T Group 78875.012.01-Progress, OR(BU#874140) j 1717 S. Boulder, Suite NO pro B'*T c>Fir' Tulsa, OK 74119 client Crown Castle Drawn by:Vinayak APP'd: Phone:(918)587-4630 code: TIA-222-H Date:07/05/20 Scale- NTS FAX:(918)587-4630 Path: Dwg N°.E-1 • 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 1 I I 116.084 • I 1 I I 1 1 111.084 1 111.084 I 106.084 _L._-4_-L._- _-_.L_ a i -I106.084 --__t - -. ---. ___. _i_ _r. - __ J_ _ - 1 I 1 t 101.084 J 1 1 1 1 _ J L 1 L 101.084 I 1 1 1 95.084 J_-L_J-- - ---.- J_ ___1 ___ 1 ..__-1 _ L _ _ /95.084 1 1 1 90.084 I 90.084 1 85.084 I 85.084 I I '\-- I 80.084 1 80.084 I I 75.084 1 1 I - - _ 75.084 1 I 70.084 70.084 67.604 67.604 J--L__1__L____L_J____1 ___.!.____1_____ L 1 4 J E 62.354 - 62.354 0 0 57.354 57.354 as ww,, . I I III 51.167 1 _ _ _ _ 51.167 r_.J ._ -- -- .- l_. -_ - l - -__l -_ --7.- -- --J-- - -- - _._ - 1 - _. - .. _ -- -1 I 1 45.000 I I t 45.000 -1'-r-1--r---'r-Y----1---- -r-'t----- 7---r--- Y r -1 I I I I I 1 40.000 40.000 35.000 1 1 J__L_J--L__ L_1____1____ J._ -11 I- 1 L. -1 35.000 1 I I 32.270 _ _ I - - - -__ _1. _:_- _ ___ _ _._._ _ _ _ -.__ _ 32.270 I I 1 1 1 27.020 1 I I 27.020 --t -r- r-'--r-�----7-----t-----r----- , r r 1 -r 1 1 22.020 221 I 1 1 - -- - - - - .020 I 1 I 17.020 __-- 17.020 _J L J L J J 1 J 1 1 1- J I 1 I 1 I 1 1 12.020 J- Li1_-._.:-__ -__._1_--. ._ 1_____ 1_.___1_.._._ _ -. __ __.J_ _ --_ _-_ _ _._ _- l_ _. . _- __ J _ 12.020 1 1 7.020 --_- --_ 7.020 2.020 - - _ __ 2.020 0.000 0.000 , 0 5 10 15 0 500 1000 Job: B+T Group 78875.012.01-Progress, OR(BU#874140) 1-- 1717 S. Boulder, Suite 300 Pr°I°°' Client Crown Castle Drawn by:Vinayak App d: B-T ,,,,, Tulsa,OK 74119 Code: TIA-222-H Date:07/05/20 Scale: NTS Phone:(918)587-4630 FAX:(918)587-4630 Path: -..w. a-.,,,,,.,-Praim 012 0,16.76 9,2 w.-.rr a.CM.0411,0,fleilDwg No.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 0.05 0.1 116.084r 116.084 1II I1 I I I I 1 1 111.084 I I I I I I I I I I I I I I I 111.084 +--�+-- --- +---+- +- 7 1 Y- -I--I-1- r 7 t Y I I Y r l r 1 t r 1 11 1 1 1 1 1 1 1 1 1 1 1 1 I 11 I I 1 I I I 1 1 1 I I 1 106.084 1 L 1L.1_._L___L1_..-. 1 __ _a_ I_ _I I 1 I 1 I 1 I I I I I I I I I 1 I 1 106.084 I I I I I I I I I I I I 1 I 1 I I I I I I I I I I I I I I I 101.084 1--Li _IL i__L___LE 01 084 l_ _1__Li_ -I--I -1 F I +-1- -1-+-H-I - ---I--+--I---I--- --I---I--+--I 1 1 1 I I 1 I I I I I I I I 11 1 1 I I I I I I I 1 " ' I I I I I I I I I I I 1 I I 1 I I I I 1 1 I 95.084 1--L 1- L L' _---1---1- ---1- 1- -- .. - _4---F-- - -I- - -_- --_I-_ -- -__ - - __ 1-_ -1--1-- - 95.084 I I I I I I I I I I 11 1 1 I I I I I I I ' ' 1 1 I I I I I I I I I I I I I I I I I I 90.0e4 I r r 11 T r 17 r L r I I T I 90.084 1 I I I I I I I I 1 1 I 1 I I I I I I I I e5.084,- ___- -- I I L11L .._.IL1 L-_ _ J_1 L-I__ _ _ _I_ _ 1_ _L_J. ... _ _1._ I__ 1_ _L_ 45.084 1 1 1 I I I I I I I I I I I I I I I I I I I 1 I I I 1 80.084 1 I 80.084 7 r1 -I- r r7 T- r7 I -I t_Y_ -I y t r 1 t r I I Y r r 1 t r I 1 I I I I t 1 1 1 11 I I I I I I I 1 I I I I I I 75.084 1I I 1 I 1 1 1 a 1 75.084 t- -rt--r--r -r- --r-t --- t--rt-- I 11 1 I I I I I I I I I I I I I I I ! I ' I I I I I I 1 I I I 1 I I I I I I I I I I 70.084 1 1 1 1 1 1- + 1- 1-4- I-+ I--1 +-F I-r t-+ I I I -I I- -I -7 I---I--+--I---7o.oaa 67.604 11 1___1 1_ I I I L I I I I I j 1 I I j I I I I 37.604 I 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 I I E62.354 --I--I-4-t---I-4- -1----1-+-F-I-- I +--I- I I---I--+--I---32.354 C I I I I I I I I I 11 I I I I I I I I I CO I t I I I I I I I I I I I I I I I I :N 57.354 ------- -_------'---- - - ------- --- - _ 57.354 CO I I I I I I I I I I I I I 1 I I 1 I I d I I l 1 I I I l 1 i I I I I I I I I 1 IJJ 51167 I I I I I I I I I I I I I I I I 51.167 r1 -1--7 1 r --1 -1--T -r- I1 r r 1 1 1 I 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 I I I 45.000 1 ' 1 45.000 r� r7 r r7 r rt -I -1 + I-+-F- -I -t- I I- F I + i_ -- 1 1 I 1 I I I I I I I I I I I I I I I 1 I I I 40.000 1 F F ' I -I 11 1 1 I I I I 1 I I I I I 1 40.000 1 1 1 I I I I I 1 1 I I I I I I I I I I I I I I 1 1 1 I I I 1 1 I I I I I I I I I I I I I 1-_ 35.000 1 1LL _ -'_1- __1_-I_1 1_a_1_ t_I__ I 1.- t 1 i_ 35.000 I I I I I I I I I I I I I I I I I I 32.270 32.270 1 1 1 _ _ _ 1 I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I 27.02C rT--r?--I- .-r t---T--r.Y _1 L____J_1_L__J_1_L_I__ I 1 L I L I 1 L 27.020 1 1 1 1 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 1 1 I 1 I I I I I I I 22.020 F 1 + _F. .+ - 22.020 1 1 r 11 t r 1 t r 1 t r r t r I I 1 I 1 11 1 I t i l l 1 1 1 1 I I I I I I 17.020 t- __�;__�_ _,_-;__- ,_ I I I I I I I I I I I I I I I I I tZ020 I I I I I I 1 1 I 1 I I I I I I I I I I I I I I I 1 I 11 I I I I I I I 12.02C 1- 1L1 t - -1--L1 I---r L -- 1 4 t -1 . - {- +- 4 1-- - --1---4- -F- _I-- --F--I-- +__F _.12.020 II I I I 1 I 11 1 I 1 1 I I I I I I II 7 02 I I I I I I I I I I I I I I I I I I 7.020 I I I I 1 I 11 I I I I I I I I I I I 1 I I I 1 1 I L 1 I 11 I I I I I I 2.02 L_ J_1 _L__ _I. J_ 1-L -_J-1_L _I- _ _ - .1. 1 I L-J_ _1_ -L - -2.020 0.00 1 1 I I I I 1 I I I I I I I I 1 I I I I I 0.000 0 5 10 15 20 0 0.5 1 1.5 0 0.05 0.1 r B+T Group '°' 78875.012.01-Progress, OR(BU#874140) C� 1717 S. Boulder, Suite 300 Plient: B*T Tulsa, OK74119 Client:Crown Castle Drawn ny:Vinayak App'd: Phone:(918)587-4630 code: TIA-222-H Date:07/05/20 scale: NTS FAX:(918)587-4630 path: ow9 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 116.084 116.084 _-. 114.000 114.000 111.084 ---- 111.084 106.084 - - _ _ 106.084 101.084 _____ 101.084 97.000 97.000 , 95.084 _ __ _ - _ - - - _ - - 95.084 90.084 __ 90.084 85.084 _. _ -. _ -. - -. _ _- -. . _ _ 85.084 80.084 80.084 75.084 75.000 75.000 - 75.084 70.084 _ 70.000 70.000 70.084 67.604 __67.604 65.000 65.000 VI'- 62.354 __-_ _,___62.354 LS co m 7i+ 57.354 Lli_.a0. -o _ _ T _. _ _. - .... 57.35- R `. EL m ^ 0 N LL LL LL W W 51.167 4 X x x 51.167 o Q -L m o 47.000 47.000 45.000 " -r v -.. 45.000 o Q = 1 5 40.000 40.000 N ^ 0) v r 5 35.000 35.000 35.00D o- 35.000 32.270 LL_ , -. 32.270 w 3 B, w ce F. 27.020 N 27.020 6. Li 22.020 -_ 22.020 illa id a a a LL in N t. . 17.020 ._. °. _ ____ _ _ _ _ ; rx 1 12.020 N 12.020 li 1 7.020 _ 7.020 i i 2.020. _ 2.020 0.000 _ _ 0.000 S i I Job d� B+T Group 78875.012 01-Progress, OR(BU#874140) 1717 S. Boulder, Suite 300 PfOfeC` --- sir r Client: Crown Castle [Drawn by:Vmayak App'a: TUISB,OK 74119 code oate scale Phone:(918)587-4630 TIA 222 H 07/05/20 NTS FAX:(918)587-4630 Path: Dwg No.E-7 s 9 Job ob Page 78875.012.01 - Progress, OR (BU#874140) 1 of 34 B+T Group Project Date 1717 S.Boulder,Suite 300 23:13:15 07/05/20 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:Kes(Fw)=0.95,Kes(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- g Diagonals 4 Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification ' 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 Ai Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice ' Bypass Mast StabilityChecks ' Consider Feed Line To rque e d Always Use Max Kz 4 Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile AI 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 Comer Radii Are Known Job Page tnxTower 78875.012.01 - Progress, OR(BU#874140) 2 of 34 B+T Group Project Date 1717 S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vinayak FAX:(918)587-4630 Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides 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) LIO 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) L 17 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) lP , Job Page tnxTower 78875.012.01 - Progress, OR(BU#874140) 3 of 34 Project Date B+T Group 1717 S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)587-4630 Vinayak Tapered Pole Properties Section Tip Dia. Area I r C 1/C J It/Q w w/t in in2 in' in in in' in' in" in Ll 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 L10 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 LII 20.149 13.607 648.166 6.916 10.120 64.047 1313.360 6.697 4.650 21.255 1 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 21.257 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 LI4 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 L16 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 7.329 L19 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 .W r . Job Page tnxTower 78875.012.01 -Progress, OR (BU#874140) 4 of 34 B+T Group Project Date 1717 S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vinayak FAX:(918)587-4630 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 ft ft' in in in in LI 1 1 1 116.084-111.0 84 L2 1 1 1 111.084-106.0 84 L3 1 1 106.084-101.0 84 L4 I 1 1 101.084-100.0 84 L5 1 1 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 1 70.084-67.604 L12 1 1 0.879538 67.604-67.354 L13 1 1 0.885305 67.354-62.354 L14 1 1 0.893977 62.354-57.354 L15 1 1 0.900082 57.354-51.167 L16 1 1 0.901649 51.167-50.000 L17 1 1 0.914167 50.000-45.000 L18 1 1 0.912137 45.000-40.000 L19 1 1 0.929068 40.000-35.000 L20 1 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 1 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 Job Page m xTower 78875.012.01 - Progress, OR(BU#874140) 5 of 34 Project Date B+T Group 1717 S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vina ak FAX:(918)587-4630 y 1 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. 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 ft ft' 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 Number Start/End Width or Perimeter Weight From Type Number Per Row Position Diameter Torque ft in in klf Calculation LDF2-50(3/8") A No Surface Ar 114.000- 1 1 0.030 0.440 0.000 (CaAa) 0.000 0.040 LDF7-50A(1-5/8") A No Surface Ar 114.000- 6 6 0.050 1.980 0.001 (CaAa) 0.000 0.350 * • RFA1206-24S26-XXX(1 C No Surface Ar 75.000- 4 4 0.350 1.320 0.001 -1/4) (CaAa) 0.000 0.500 * 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 1.25"x6.5"FP C No Surface Af 35.000- 1 1 0.250 6.500 15.500 0.000 (CaAa) 0.000 0.250 * 1"x6"FP A No Surface Af 70.000- 1 1 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 Allow Exclude Component Placement Total CAAA Weight or Shield From Type Number Leg Torque ft ftZ/ft klf Calculation * ASU9325TYP01(1- A No No Inside Pole 97.000-0.000 1 No Ice 0.000 0.002 ,,•,,bhk......1riiNltdla.1.••.,....w.tt/d.i...0 rtNWlkNiHi3W......,...YtN••....tio..:4144•.••3iktdt.4.4.•6Y4fiGht4f••••••ifanal,.... - .4, .....4 rr.i ..uremia '....,....•. ......4}ksH•..........“,• ...y0y#af}•4.. µjft4.•if....k. .i..H.....wiiatlhLl#4oikkr•04.MtiM......+,.i.... Job Page tttxTower 78875.012.01 - Progress, OR (BU#874140) 6 of 34 Project Date B+T Group 1717 S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vinayak FAX. (918)587-4630 Description Face Allow Exclude Component Placement Total CAAA Weight or Shield From Type Number Leg Torque ft ftZ/ft klf Calculation 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 1"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 1/2"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 AR AR CAAA CAAA Weight Section Elevation In Face Out Face ft ft2 f2 ft' ft2 K 1,i 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 jj 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 fi 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 r:. 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 B 0.000 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 0.000 1'; Job Page tnxTower 78875.012.01 - Progress, OR (BU#874140) 7 of 34 Project Date B+T Group 1717 S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by 1 Phone:(918)587-4630 Crown Castle Vina ak FAX:(918)587-4630 Y Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face ft ft2 ft2 ft2 ft2 K L10 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 2.596 0.000 0.029 L 11 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 6.101 0.000 0.015 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 0.632 0.000 0.001 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 13.169 0.000 0.039 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 13.640 0.000 0.047 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 16.878 0.000 0.058 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 3.184 0.000 0.011 - 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 13.640 0.000 0.047 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 13.640 0.000 0.047 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 13.640 0.000 0.047 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 7.902 0.000 0.026 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 0.724 0.000 0.002 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 14.473 0.000 0.047 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 14.473 0.000 0.047 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 14.473 0.000 0.047 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 14.473 0.000 0.047 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 14.473 0.000 0.047 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 14.473 0.000 0.047 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 5.847 0.000 0.019 • Job Page tnxTower 78875.012.01 - Progress, OR(BU#874140) 8 of 34 B+T Group Project Date 1717 S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vinayak FAX:(918)587-4630 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Section Elevation or Thickness In Face Out Face fi Leg in ft2 ft2 ft2 ft2 K Ll 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 1.406 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 L I 0 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 4.940 0.000 0.074 L I I 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 8.595 0.000 0.086 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 0.888 0.000 0.009 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 18.984 0.000 0.201 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 20.051 0.000 0.220 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 24.742 0.000 0.270 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 4.667 0.000 0.051 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 19.920 0.000 0.215 • L18 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 19.857 0.000 0.213 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 • C 0.000 0.000 19.788 0.000 0.210 L20 35.000-32.270 A 1.277 0.000 0.000 10.198 0.000 0.116 tnxTower Job Page 78875.012.01 -Progress, OR (BU#874140) 9 of 34 II Project Date B+T Group 1717 S.Boulder,Suite 300 23:13:15 07/05/20 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 CAAA Weight Section Elevation or Thickness In Face Out Face ft Leg in ft2 ft2 ft2 fie K B 0.000 0.000 3.655 0.000 0.028 C 0.000 0.000 11.227 0.000 0.118 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 1.027 0.000 0.011 L22 32.020-27.020 A 1.261 0.000 0.000 18.608 0.000 0.210 B 0.000 0.000 6.677 0.000 0.050 C 0.000 0.000 20.492 0.000 0.213 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 20.393 0.000 0.209 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 20.275 0.000 0.204 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 20.125 0.000 0.199 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 19.918 0.000 0.191 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 19.574 0.000 0.179 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 7.658 0.000 0.063 Feed Line Center of Pressure Section Elevation CPx CPZ CPX CPz Ice Ice ft in in in in L1 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 -3.588 -2.196 -3.424 -2.012 L11 70.084-67.604 -2.012 -2.592 -2.367 -2.536 L12 67.604-67.354 -2.011 -2.629 -2.369 -2.573 L13 67.354-62.354 -2.109 -2.526 -2.506 -2.393 L14 62.354-57.354 -2.230 -2.476 -2.672 -2.280 L15 57.354-51.167 -2.302 -2.559 -2.767 -2.368 L16 51.167-50.000 -2.319 -2.578 -2.789 -2.388 L17 50.000-45.000 -2.357 -2.623 -2.839 -2.436 • L18 45.000-40.000 -2.419 -2.695 -2.921 -2.513 L19 40.000-35.000 -2.480 -2.765 -3.001 -2.589 L20 35.000-32.270 -2.468 -2.865 -3.007 -2.684 L21 32.270-32.020 -2.487 -2.888 -3.031 -2.707 • L22 32.020-27.020 -2.517 -2.925 -3.070 -2.747 L23 27.020-22.020 -2.575 -2.994 -3.144 -2.823 L24 22.020-17.020 -2.631 -3.061 -3.216 -2.898 L25 17.020-12.020 -2.686 -3.128 -3.283 -2.972 Job Page tnxT©wer 78875.012.01 - Progress, OR(BU#874140) 10 of 34 B+T Group Project Date 1717 S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vina ak FAX:(918)587-4630 Section Elevation CPx CPz CPX CPz Ice Ice ft in in in in L26 12.020-7.020 -2.740 -3.193 -3.345 -3.047 L27 7.020-2.020 -2.794 -3.257 -3.395 -3.124 1r L28 2.020-0.000 -2.830 -3.302 -3.400 -3.186 Note:For pole sections,center of pressure calculations do not consider feed line shielding. Shielding Factor Ka Tower Feed Line Description Feed Line Ka K, Section Record No. Segment Elev. No Ice Ice LI 1 LDF2-50(3/8") 111.08- 1.0000 1.0000 114.00 L1 2 LDF7-50A(1-5/8") 111.08- 1.0000 1.0000 114.00 LI 17 Safety Line 3/8 111.08- 1.0000 1.0000 116.08 L2 1 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 17 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 17 Safety Line 3/8 101.08- 1.0000 1.0000 106.08 L4 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 17 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 L5 2 LDF7-50A(1-5/8") 95.08-100.08 1.0000 1.0000 L5 17 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 17 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 17 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 17 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 17 Safety Line 3/8 75.08-80.08 1.0000 1.0000 L 10 1 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 RFA1206-24S26-XXX(1-1/4) 70.08-75.00 1.0000 1.0000 L10 17 Safety Line 3/8 70.08-75.08 1.0000 1.0000 L11 1 LDF2-50(3/8") 67.60-70.08 1.0000 1.0000 tnxTower Job Page 78875.012.01 - Progress, OR (BU#874140) 11 of 34 i Project Date ' B+T Group 1717S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)587-4630 Vinayak Tower Feed Line Description Feed Line Ka K Section Record No. Segment Elev. No Ice Ice L11 2 LDF7-50A(1-5/8") 67.60-70.08 1.0000 1.0000 L11 8 RFA1206-24526-XXX(1-1/4) 67.60-70.08 1.0000 1.0000 L11 17 Safety Line 3/8 67.60-70.08 1.0000 1.0000 Ll 1 24 1"x6"FP 67.60-70.00 1.0000 1.0000 L 11 25 I"x6"FP 67.60-70.00 1.0000 1.0000 L 11 26 1"x6"FP 67.60-70.00 1.0000 1.0000 L 11 27 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(I-5/8") 67.35-67.60 1.0000 1.0000 L12 8 RFA1206-24526-30CX(1-1/4) 67.35-67.60 1.0000 1.0000 L12 17 Safety Line 3/8 67.35-67.60 1.0000 1.0000 L12 24 1"x6"FP 67.35-67.60 1.0000 1.0000 L12 25 1"x6"FP 67.35-67.60 1.0000 1.0000 L12 26 1"x6"FP 67.35-67.60 1.0000 1.0000 L12 27 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 1 L13 2 LDF7-50A(1-5/8") 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 12 2"Rigid Conduit 62.35-65.00 1.0000 1.0000 L13 17 Safety Line 3/8 62.35-67.35 1.0000 1.0000 L13 24 1"x6"FP 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 L14 1 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 RFA1206-24526-XXX(1-1/4) 57.35-62.35 1.0000 1.0000 L14 12 2"Rigid Conduit 57.35-62.35 1.0000 1.0000 L14 17 Safety Line 3/8 57.35-62.35 1.0000 1.0000 L14 24 1"x6"FP 57.35-62.35 1.0000 1.0000 L14 25 1"x6"FP 57.35-62.35 1.0000 1.0000 L14 26 I"x6"FP 57.35-62.35 1.0000 1.0000 L14 27 1"x6"FP 57.35-62.35 1.0000 1.0000 L15 1 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 RFA1206-24526-XXX(1-1/4) 51.17-57.35 1.0000 1.0000 L15 12 2"Rigid Conduit 51.17-57.35 1.0000 1.0000 L15 17 Safety Line 3/8 51.17-57.35 1.0000 1.0000 L15 24 1"x6"FP 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 L17 1 LDF2-50(3/8") 45.00-50.00 1.0000 1.0000 L17 2 LDF7-50A(1-5/8") 45.00-50.00 1.0000 1.0000 L17 8 RFA1206-24S26-XXX(1-1/4) 45.00-50.00 1.0000 1.0000 L17 12 2"Rigid Conduit 45.00-50.00 1.0000 1.0000 L17 17 Safety Line 3/8 45.00-50.00 1.0000 1.0000 L17 24 1"x6"FP 45.00-50.00 1.0000 1.0000 L17 25 1"x6"FP 45.00-50.00 1.0000 1.0000 L17 26 1"x6"FP 45.00-50.00 1.0000 1.0000 L17 27 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(1-5/8") 40.00-45.00 1.0000 1.0000 L18 8 RFA1206-24526-XXX(1-1/4) 40.00-45.00 1.0000 1.0000 L18 12 2"Rigid Conduit 40.00-45.00 1.0000 1.0000 L18 17 Safety Line 3/8 40.00-45.00 1.0000 1.0000 L18 24 1"x6"FP 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 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 Job Page tuxTower 78875.012.01 - Progress, OR (BU#874140) 12 of 34 B+T Group Project Date 1717 S.Boulder,Suite 300 23:13:15 07/05/20 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 Ka Ka Section Record No. Segment Elev. No Ice Ice L19 8 RFA1206-24S26-XXX(1-1/4) 35.00-40.00 1.0000 1.0000 L19 12 2"Rigid Conduit 35.00-40.00 1.0000 1.0000 L19 17 Safety Line 3/8 35.00-40.00 1.0000 1.0000 L19 24 1"x6"FP 35.00-40.00 1.0000 1.0000 L 19 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 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 RFA1206-24526-XXX(1-1/4) 32.27-35.00 1.0000 1.0000 L20 12 2"Rigid Conduit 32.27-35.00 1.0000 1.0000 L20 17 Safety Line 3/8 32.27-35.00 1.0000 1.0000 L20 19 1.25"x6.5"FP 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 L21 1 LDF2-50(3/8") 32.02-32.27 1.0000 1.0000 L21 2 LDF7-50A(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 12 2"Rigid Conduit 32.02-32.27 1.0000 1.0000 L21 17 Safety Line 3/8 32.02-32.27 1.0000 1.0000 L21 19 1.25"x6.5"FP 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 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 L22 8 RFA1206-24526-XXX(1-1/4) 27.02-32.02 1.0000 1.0000 L22 12 2"Rigid Conduit 27.02-32.02 1.0000 1.0000 L22 17 Safety Line 3/8 27.02-32.02 1.0000 1.0000 L22 19 1.25"x6.5"FP 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 L23 1 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 12 2"Rigid Conduit 22.02-27.02 1.0000 1.0000 L23 17 Safety Line 3/8 22.02-27.02 1.0000 1.0000 L23 19 1.25"x6.5"FP 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 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 RFA1206-24526-XXX(1-1/4) 17.02-22.02 1.0000 1.0000 L24 12 2"Rigid Conduit 17.02-22.02 1.0000 1.0000 L24 17 Safety Line 3/8 17.02-22.02 1.0000 1.0000 L24 19 1.25"x6.5"FP 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 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 RFA1206-24526-XXX(1-1/4) 12.02-17.02 1.0000 1.0000 L25 12 2"Rigid Conduit 12.02-17.02 1.0000 1.0000 L25 17 Safety Line 3/8 12.02-17.02 1.0000 1.0000 L25 19 1.25"x6.5"FP 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 L26 I LDF2-50(3/8") 7.02-12.02 1.0000 1.0000 Page m xTower Job 78875.012.01 - Progress, OR(BU#874140) 13 of 34 B+T Group Project Date 1717 S.Boulder,Suite 300 23:13:15 07/05/20 i Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX. (918)587-4630 Vlnayak Tower Feed Line Description Feed Line K K Section Record No. Segment Elev. No Ice Ice 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 12 2"Rigid Conduit 7.02-12.02 1.0000 1.0000 L26 17 Safety Line 3/8 7.02-12.02 1.0000 1.0000 L26 19 1.25"x6.5"FP 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 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 12 2"Rigid Conduit 2.02-7.02 1.0000 1.0000 L27 17 Safety Line 3/8 2.02-7.02 1.0000 1.0000 L27 19 1.25"x6.5"FP 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 L27 22 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-X)041-1/4) 0.00-2.02 1.0000 1.0000 L28 12 2"Rigid Conduit 0.00-2.02 1.0000 1.0000 L28 17 Safety Line 3/8 0.00-2.02 1.0000 1.0000 L28 19 1.25"x6.5"FP 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 Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0ft ft2 f2 K ft ft 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 4 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 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 1"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 Job Page tnxTower 78875,012.01 - Progress, OR (BU#874140) 14 of 34 B+T Group Project Date 1717 S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vinayak FAX:(918)587-4630 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ° ft ft2 ft2 K ft ft 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 1"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 1"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 1"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 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 1"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 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 RNSDC-7771-PF-48 A From Leg 4.000 0.000 97.000 No Ice 3.178 1.196 0.020 0.000 1/2"Ice 3.399 1.346 0.043 5.000 1"Ice 3.627 1.502 0.069 2"Ice 4.106 1.844 0.131 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 3.000 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 3.000 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 3.000 1"Ice 2.623 1.720 0.123 2"Ice 3.048 2.082 0.175 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 Page tnxTower Job 9 78875.012.01 - Progress, OR (BUff 874140) 15 of 34 B+T Group Project Date 1717 S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX•(918)587-4630 Vinayak Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert , ft ° ft ft2 ft1 K ft ft 0.000 1/2"Ice 7.345 3.932 0.168 3.000 I"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 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 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 1"Ice 3.552 1.775 0.125 2"Ice 4.052 2.175 0.183 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 FXFB_T-MOBILE B From Leg 4.000 0.000 97.000 No Ice 3.554 1.020 0.055 0.000 1/2"Ice 3.788 1.170 0.077 3.000 ' 1"Ice 4.029 1.327 0.103 2"Ice 4.534 1.663 0.165 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-1] 1/2"Ice 21.470 21.470 1.881 1"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 • 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 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 1"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 Job Page tnxTower 78875.012.01 - Progress, OR (BU#874140) 16 of 34 B+T Group Project Date 1717S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vinayak FAX:(918)587-4630 Description Face Offset Offsets: Azimuth Placement CAAA CAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft2 ft2 K ft ft 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 5'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 102-1] 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 (2)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 RRUS 32 B2 C 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)RCMDC-3315-PF-48 A From Leg 4.000 0.000 75.000 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 RCMDC-3315-PF-48 B From Leg 4.000 0.000 75.000 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 RCMDC-3315-PF-48 C From Leg 4.000 0.000 75.000 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)RRUS 32 B66 A 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 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 Page t 'Tower Deb 78875.012.01 - Progress, OR (BU#874140) 17 of 34 B+T Group Project Date 1717 S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX. (918)587-4630 Vinayak Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft2 ft2 K ft ft 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 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 1"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 j 0.000 1"Ice 1.997 2.035 0.079 I 2"Ice 2.500 2.738 0.134 (2) A From Leg 4.000 0.000 75.000 No Ice 10.010 6.390 0.157 MX06FRO840-02_CCIV2 w/ 0.000 1/2"Ice 10.610 6.950 0.279 Mount Pipe 0.000 1"Ice 11.220 7.530 0.415 2"Ice 12.470 8.700 0.731 MX06FRO840-02_CCIV2 w/ B From Leg 4.000 0.000 75.000 No Ice 10.010 6.390 0.157 Mount Pipe 0.000 1/2"Ice 10.610 6.950 0.279 0.000 1"Ice 11.220 7.530 0.415 2"Ice 12.470 8.700 0.731 MX06FRO840-02_CCIV2 w/ C From Leg 4.000 0.000 75.000 No Ice 10.010 6.390 0.157 Mount Pipe 0.000 1/2"Ice 10.610 6.950 0.279 0.000 1"Ice 11.220 7.530 0.415 2"Ice 12.470 8.700 0.731 (2)MX 10FRO840-XX w/ A From Leg 4.000 0.000 75.000 No Ice 11.870 5.890 0.170 Mount Pipe 0.000 1/2"Ice 12.580 6.540 0.280 0.000 1"Ice 13.310 7.200 0.403 2"Ice 14.790 8.560 0.693 MXI0FRO840-XX w/Mount B From Leg 4.000 0.000 75.000 No Ice 11.870 5.890 0.170 Pipe 0.000 1/2"Ice 12.580 6.540 0.280 0.000 1"Ice 13.310 7.200 0.403 2"Ice 14.790 8.560 0.693 li MX IOFRO840-XX w/Mount C From Leg 4.000 0.000 75.000 No Ice 11.870 5.890 0.170 Pipe 0.000 1/2"Ice 12.580 6.540 0.280 0.000 1"Ice 13.310 7.200 0.403 2"Ice 14.790 8.560 0.693 (2)RADIO 4408 A From Leg 4.000 0.000 75.000 No Ice 0.552 0.289 0.010 0.000 1/2"Ice 0.646 0.363 0.015 0.000 1"Ice 0.748 0.444 0.022 2"Ice 0.974 0.627 0.040 RADIO 4408 B From Leg 4.000 0.000 75.000 No Ice 0.552 0.289 0.010 0.000 1/2"Ice 0.646 0.363 0.015 0.000 1"Ice 0.748 0.444 0.022 2"Ice 0.974 0.627 0.040 (2)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 1"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 4449 C From Leg 4.000 0.000 75.000 No Ice 1.969 1.402 0.071 LJob Page m xTower 78875.012.01 - Progress, OR (BU#874140) 18 of 34 B+T Group Project Date 1717 S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vinayak FAX:(918)587-4630 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ° ft ft2 ft2 K ft 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 (3)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 B 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 HR-1] 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 (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 B 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 1"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-I] 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 1"Ice 4.750 4.750 0.135 2"Ice 5.900 5.900 0.195 tnxTower Job Page 78875.012.01 - Progress, OR (BU#874140) 19 of 34 B+T Group Project Date 1717S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX•(918)587-4630 Vinayak Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert ft ft ft ft2 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,I Load Combinations Comb. Description No. 1 Dead Only 2 1.2Dead+1.0 Wind o deg-NoIce 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+l.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+1.0 Wind 210 deg-No Ice 17 0.9Dead+1.o Wind 210 deg-NoIce 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+1.0 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+l.0 Temp . 27 1.2 Dead+1.0 Wind 0 deg+I.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+l.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+l.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+1.0 Ice+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+1.0 Ice+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 • Job Page tnxTower 78875.012.01 -Progress, OR (BU#874140) 20 of 34 B+T Group Project Date 1717 S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vinayak FAX:(918)587-4630 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 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 kap ft LI 116.084- Pole Max Tension 2 0.000 0.000 -0.000 111.084 Max.Compression 26 -1.406 -0.019 -0.003 Max.Mx 8 -0.577 -2.238 -0.086 Max.My 14 -0.578 -0.092 -2.138 Max.Vy 8 0.654 -2.238 -0.086 Max.Vx 2 -0.638 0.079 2.132 Max.Torque 4 -0.029 • L2 111.084- Pole Max Tension 1 0.000 0.000 0.000 106.084 Max.Compression 26 -2.032 0.063 0.252 Max.Mx 20 -0.857 6.292 0.279 Max.My 2 -0.856 0.168 6.227 Max.Vy 8 0.917 -6.276 -0.039 Max.Vx 2 -0.900 0.168 6.227 Max.Torque 10 0.078 L3 106.084- Pole Max Tension 1 0.000 0.000 0.000 101.084 Max.Compression 26 -2.486 0.149 0.323 Max.Mx 20 -1.042 11.336 0.369 Max.My 2 -1.041 0.259 11.181 Max.Vy 8 1.096 -11.285 -0.097 Max.Vx 2 -1.079 0.259 11.181 Max.Torque 10 0.078 1.4 101.084- Pole Max Tension 1 0.000 0.000 0.000 100.084 Max.Compression 26 -2.579 0.167 0.337 Max.Mx 20 -1.080 12.454 0.387 Max.My 2 -1.079 0.278 12.280 Max.Vy 8 1.133 -12.396 -0.108 Max.Vx 2 -1.116 0.278 12.280 Max.Torque 10 0.078 L5 100.084- Pole Max Tension 1 0.000 0.000 0.000 95.084 Max.Compression 26 -11.220 -0.300 0.724 Max.Mx 8 -4.912 -28.149 -0.335 _ Max.My 2 -4.905 0.246 27.903 Max.Vy 8 4.012 -28.149 -0.335 Max.Vx 2 -4.025 0.246 27.903 Max.Torque 22 -0.265 L6 95.084- Pole Max Tension 1 0.000 0.000 0.000 90.084 Max.Compression 26 -11.775 -0.201 0.879 tnacTower Job Page 78875.012.01 - Progress, OR (BU#874140) 21 of 34 B+T Group Project Date 1717S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)587-4630 Vinayak Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip ft kip ft Max.Mx 8 -5.194 -48.653 -0.515 Max.My 2 -5.187 0.480 48.505 Max.Vy 8 4.202 -48.653 -0.515 Max.Vx 2 -4.215 0.480 48.505 Max.Torque 22 -0.265 L7 90.084- Pole Max Tension 1 0.000 0.000 0.000 85.084 Max.Compression 26 -12.350 -0.096 1.038 Max.Mx 8 -5.494 -70.110 -0.693 Max.My 2 -5.487 0.715 70.063 Max.Vy 8 4.394 -70.110 -0.693 Max.Vx 2 -4.408 0.715 70.063 Max.Torque 22 -0.265 L8 85.084- Pole Max Tension 1 0.000 0.000 0.000 80.084 Max.Compression 26 -14.113 0.014 1.210 Max.Mx 8 -6.436 -94.116 -0.868 Max.My 2 -6.427 0.951 94.180 Max.Vy 8 4.910 -94.116 -0.868 Max.Vx 2 -4.926 0.951 94.180 Max.Torque 22 -0.265 - L9 80.084- Pole Max Tension 1 0.000 0.000 0.000 75.084 Max.Compression 26 -15.185 0.280 1.297 Max.Mx 8 -6.965 -119.287 -1.076 • Max.My 2 -6.956 1.250 119.494 Max.Vy 8 5.367 -119.287 -1.076 Max.Vx 2 -5.384 1.250 119.494 Max.Torque 22 -0.264 L10 75.084- Pole Max Tension 1 0.000 0.000 0.000 70.084 Max.Compression 26 -29.589 0.277 10.485 Max.Mx 8 -13.285 -164.564 2.086 Max.My 2 -13.257 1.459 169.975 Max.Vy 8 9.123 -164.564 2.086 Max.Vx 2 -9.470 1.459 169.975 Max.Torque 20 -2.802 LI1 70.084- Pole Max Tension 1 0.000 0.000 0.000 67.604 Max.Compression 26 -30.048 0.335 10.544 Max.Mx 8 -13.494 -187.306 1.979 Max.My 2 -13.468 1.587 193.578 Max.Vy 8 9.247 -187.306 1.979 Max.Vx 2 -9.592 1.587 193.578 Max.Torque 20 -2.801 L12 67.604- Pole Max Tension 1 0.000 0.000 0.000 67.354 Max.Compression 26 -30.119 0.341 10.550 Max.Mx 8 -13.545 -189.616 1.968 Max.My 2 -13.520 1.599 195.975 Max.Vy 8 9.253 -189.616 1.968 Max.Vx 2 -9.603 1.599 195.975 Max.Torque 20 -2.800 L13 67.354- Pole Max Tension 1 0.000 0.000 0.000 62.354 Max.Compression 26 -31.799 0.459 10.992 Max.Mx 8 -14.556 -236.855 1.943 • Max.My 2 -14.531 1.851 245.215 Max.Vy 8 9.655 -236.855 1.943 Max.Vx 2 -10.032 1.851 245.215 Max.Torque 20 -2.919 [ ' Job Page tnxTower 78875.012.01 - Progress, OR (BU#874140) 22 of 34 - B+T Group Project Date 1717 S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK74119 Client Designed by Phone:(918)587-4630 Crown Castle Vinayak FAX::(918)587-4630 Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip ft kip ft L14 62.354- Pole Max Tension 1 0.000 0.000 0.000 57.354 Max.Compression 26 -33.286 0.581 11.032 Max.Mx 8 -15.475 -285.875 1.730 Max.My 2 -15.450 2.099 296.111 Max.Vy 8 9.973 -285.875 1.730 Max.Vx 2 -10.350 2.099 296.111 Max.Torque 20 -2.919 L15 57.354- Pole Max Tension 1 0.000 0.000 0.000 51.167 Max.Compression 26 -33.994 0.640 11.045 Max.Mx 8 -15.915 -309.501 1.629 Max.My 2 -15.892 2.217 320.620 Max.Vy 8 10.122 -309.501 1.629 Max.Vx 2 -10.499 2.217 320.620 Max.Torque 20 -2.919 L16 51.167-50 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -36.368 0.765 11.069 Max.Mx 20 -17.557 360.982 6.239 Max.My 2 -17.535 2.466 373.967 Max.Vy 8 10.479 -360.971 1.413 Max.Vx 2 -10.856 2.466 373.967 - Max.Torque 20 -2.918 1.17 50-45 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -38.295 0.535 10.876 Max.Mx 8 -18.745 -414.511 1.137 - Max.My 2 -18.724 2.589 429.206 Max.Vy 8 10.929 -414.511 1.137 Max.Vx 2 -11.316 2.589 429.206 Max.Torque 20 -2.918 L18 45-40 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -39.918 0.664 10.875 Max.Mx 8 -19.812 -469.851 0.958 Max.My 2 -19.794 2.795 486.468 Max.Vy 8 11.232 -469.851 0.958 Max.Vx 14 11.619 -2.867 -479.174 Max.Torque 20 -2.839 L19 40-35 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -41.557 0.796 10.861 Max.Mx 8 -20.900 -526.687 0.775 Max.My 2 -20.884 3.001 545.218 Max.Vy 8 11.529 -526.687 0.775 Max.Vx 14 11.914 -3.007 -538.011 Max.Torque 20 -2.838 L20 35-32.27 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -42.469 0.868 10.846 Max.Mx 8 -21.503 -558.344 0.675 Max.My 2 -21.488 3.113 577.916 Max.Vy 8 11.692 -558.344 0.675 Max.Vx 14 12.078 -3.083 -570.759 Max.Torque 20 -2.838 L21 32.27-32.02 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -42.562 0.875 10.844 Max.Mx 8 -21.571 -561.265 0.665 - Max.My 2 -21.557 3.123 580.933 Max.Vy 8 11.700 -561.265 0.665 Max.Vx 2 -12.088 3.123 580.933 Max.Torque 20 -2.838 . L22 32.02-27.02 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -44.409 1.008 10.806 Max.Mx 20 -22.852 620.507 6.857 Job ob Page 78875.012.01 - Progress, OR (BU#874140) 23 of 34 Project Date B+T Group 1717S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)587-4630 Vinayak Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip ft kip ft Max.My 2 -22.839 3.329 642.041 Max.Vy 8 12.005 -620.473 0.479 Max.Vx 14 12.390 -3.226 -634.985 Max.Torque 20 -2.838 L23 27.02-22.02 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -46.267 1.142 10.758 Max.Mx 20 -24.155 681.252 6.984 Max.My 2 -24.145 3.534 704.616 Max.Vy 8 12.295 -681.154 0.290 Max.Vx 14 12.678 -3.359 -697.662 Max.Torque 20 -2.837 L24 22.02-17.02 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -48.134 1.277 10.699 Max:Mx 20 -25.478 743.406 7.106 Max.My 2 -25.469 3.739 768.589 Max.Vy 8 12.570 -743.244 0.099 Max.Vx 14 12.952 -3.491 -761.742 Max.Torque 20 -2.837 L25 17.02-12.02 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -50.005 1.410 10.620 Max.Mx 20 -26.819 806.894 7.223 - Max.My 2 -26.813 3.943 833.882 Max.Vy 8 12.828 -806.665 -0.095 Max.Vx 14 13.209 -3.619 -827.148 Max.Torque 20 -2.837 L26 12.02-7.02 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -51.873 1.540 10.526 Max.Mx 20 -28.180 871.671 7.335 Max.My 2 -28.176 4.147 900.451 Max.Vy 8 13.086 -871.373 -0.291 Max.Vx 14 13.465 -3.745 -893.836 Max.Torque 20 -2.837 L27 7.02-2.02 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -53.720 1.665 10.432 Max.Mx 20 -29.559 937.739 7.441 Max.My 2 -29.558 4.350 968.295 1 Max.Vy 8 13.345 -937.370 -0.489 Max.Vx 14 13.721 -3.869 -961.805 Max.Torque 20 -2.837 L28 2.02-0 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -54.443 1.712 10.397 Max.Mx 20 -30.124 964.798 7.482 Max.My 2 -30.124 4.432 996.067 Max.Vy 8 13.450 -964.399 -0.569 Max.Vx 14 13.825 -3.918 -989.628 Max.Torque 20 -2.836 1 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal Z Load K K K Comb. Pole Max.Vert 26 54.443 0.000 0.000 Max.Hx 20 30.128 13.440 0.031 Max.H, 2 30.128 0.033 13.810 Max.Ms 2 996.067 0.033 13.810 Max.Mz 8 964.399 -13.441 -0.029 Job Page tnxTower 78875.012.01 - Progress, OR (BU#874140) 24 of 34 B+T Group Project Date 1717 S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Vinayak FAX:(918)587-4630 Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Max.Torsion 8 2.832 -13.441 -0.029 Min.Vert 7 22.596 -11.810 6.992 Min.H. 8 30.128 -13.441 -0.029 Min.Hz 15 22.596 -0.032 -13.816 Min.M. 14 -989.628 -0.032 -13.816 Min.M. 20 -964.798 13.440 0.031 Min.Torsion 20 -2.836 13.440 0.031 Tower Mast Reaction Summary Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M Moment,Al, K K K kip ft lap ft kip ft Dead Only 25.107 0.000 -0.000 -2.782 0.184 0.000 1.2 Dead+1.0 Wind 0 deg-No 30.128 -0.033 -13.810 -996.067 4.432 0.202 Ice 0.9 Dead+1.0 Wind 0 deg-No 22.596 -0.033 -13.810 -984.865 4.318 0.199 Ice 1.2 Dead+1.0 Wind 30 deg-No 30.128 6.688 -11.941 -875.057 -486.326 -1.280 Ice 0.9 Dead+1.0 Wind 30 deg-No 22.596 6.688 -11.941 -865.053 -481.294 -1.272 Ice 1.2 Dead+1.0 Wind 60 deg-No 30.128 11.810 -6.992 -507.444 -851.735 -2.347 Ice 0.9 Dead+1.0 Wind 60 deg-No 22.596 11.810 -6.992 -501.303 -842.896 -2.329 Ice 1.2 Dead+1.0 Wind 90 deg-No 30.128 13.441 0.029 0.569 -964.399 -2.832 Ice 0.9 Dead+1.0 Wind 90 deg-No 22.596 13.441 0.029 1.417 -954.415 -2.810 Ice 1.2 Dead+1.0 Wind 120 deg- 30.128 11.655 6.943 499.525 -841.145 -2.590 No Ice 0.9 Dead+1.0 Wind 120 deg- 22.596 11.655 6.943 495.204 -832.446 -2.569 No Ice 1.2 Dead+1.0 Wind 150 deg- 30.128 6.744 11.984 858.892 -485.348 -1.586 d No Ice 0.9 Dead+1.0 Wind 150 deg- 22.596 6.744 11.984 850.844 -480.337 -1.572 No Ice 1.2 Dead+1.0 Wind 180 deg- 30.128 0.032 13.816 989.628 -3.918 -0.206 No Ice 0.9 Dead+1.0 Wind 180 deg- 22.596 0.032 13.816 980.230 -3.915 -0.202 No Ice 1.2 Dead+1.0 Wind 210 deg- 30.128 -6.689 11.947 868.627 486.875 1.277 i No Ice 0.9 Dead+1.0 Wind 210 deg- 22.596 -6.689 11.947 860.431 481.734 1.269 No Ice 1.2 Dead+1.0 Wind 240 deg- 30.128 -11.811 6.997 500.956 852.219 2.348 No Ice 0.9 Dead+1.0 Wind 240 deg- 22.596 -11.811 6.997 496.622 843.271 2.330 , No Ice _ 1.2 Dead+1.0 Wind 270 deg- 30.128 -13.440 -0.031 -7.482 964.798 2.836 No Ice 0.9 Dead+1.0 Wind 270 deg- 22.596 -13.440 -0.031 -6.520 954.703 2.814 No Ice 1.2 Dead+1.0 Wind 300 deg- 30.128 -11.657 -6.940 -506.164 841.710 2.599 s No Ice 0.9 Dead+1.0 Wind 300 deg- 22.596 -11.657 -6.940 -500.035 832.898 2.578 1 Job Page tnxTower 78875.012.01 - Progress, OR (BU#874140) 25 of 34 B+T Group Project Date 1717 S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK74119 Client Designed by Phone:(918)587-4630 Crown Castle Vina ak FAX:(918)587-4630 y Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M Moment,M ` K K K kip ft kip ft kipft No Ice 1.2 Dead+1.0 Wind 330 deg- 30.128 -6.744 -11.979 -865.381 485.783 1.586 No Ice 0.9 Dead+1.0 Wind 330 deg- 22.596 -6.744 -11.979 -855.525 480.660 1.572 • No Ice 1.2 Dead+1.0 Ice+1.0 Temp 54.443 -0.000 -0.000 -10.397 1.712 0.001 1.2 Dead+1.0 Wind 0 deg+1.0 54.443 -0.003 -1.744 -148.367 2.157 0.044 Ice+1.0 Temp ' 1.2 Dead+1.0 Wind 30 deg+1.0 54.443 0.846 -1.501 -130.060 -65.554 -0.171 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 deg+1.0 54.443 1.475 -0.870 -79.066 -114.851 -0.324 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 deg+1.0 54.443 1.706 0.002 -10.025 -133.172 -0.400 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 54.443 1.505 0.891 60.066 -117.163 -0.371 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 54.443 0.855 1.513 109.318 -66.070 -0.235 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 54.443 0.003 . 1.745 127.557 1.287 -0.042 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 54.443 -0.846 1.502 109.251 69.003 0.173 - deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 54.443 -1.475 0.871 58.248 118.291 0.326 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 54.443 -1.706 -0.002 -10.852 136.600 0.402 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 54.443 -1.505 -0.890 -80.904 120.614 0.374 li deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 54.443 -0.855 -1.512 -130.135 69.502 0.238 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 25.107 -0.012 -4.980 -358.588 1.689 0.073 Dead+Wind 30 deg-Service 25.107 2.412 -4.306 -315.238 -174.214 -0.460 Dead+Wind 60 deg-Service 25.107 4.259 -2.521 -183.469 -305.172 -0.845 Dead+Wind 90 deg-Service 25.107 4.847 0.011 -1.393 -345.541 -1.019 Dead+Wind 120 deg-Service 25.107 4.203 2.503 177.436 -301.367 -0.931 Dead+Wind 150 deg-Service 25.107 2.432 4.322 306.239 -173.845 -0.570 Dead+Wind 180 deg-Service 25.107 0.011 4.982 353.098 -1.294 -0.073 Dead+Wind 210 deg-Service 25.107 -2.412 4.308 309.753 174.624 0.460 Dead+Wind 240 deg-Service 25.107 -4.259 2.523 177.961 305.559 0.844 Dead+Wind 270 deg-Service 25.107 -4.847 -0.011 -4.268 345.895 1.019 Dead+Wind 300 deg-Service 25.107 -4.203 -2.503 -182.998 301.779 0.934 Dead+Wind 330 deg-Service 25.107 -2.432 -4.320 -311.746 174.211 0.570 Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error I Comb. K K K K K K 1 0.000 -25.107 0.000 0.000 25.107 0.000 0.000% 2 -0.033 -30.128 -13.810 0.033 30.128 13.810 0.000% • 3 -0.033 -22.596 -13.810 0.033 22.596 13.810 0.000% 4 6.688 -30.128 -11.941 -6.688 30.128 11.941 0.000% 5 6.688 -22.596 -11.941 -6.688 22.596 11.941 0.000% 6 11.810 -30.128 -6.992 -11.810 30.128 6.992 0.000% 7 11.810 -22.596 -6.992 -11.810 • 22.596 6.992 0.000% 8 13.441 -30.128 0.029 -13.441 30.128 -0.029 0.000% 9 13.441 -22.596 0.029 -13.441 22.596 -0.029 0.000% 10 11.655 -30.128 6.943 -11.655 30.128 -6.943 0.000% - - Niko. Job Page l Tower 78875.012.01 - Progress, OR (BU#874140) 26 of 34 B+T Group Project Date 1717 S.Boulder,Suite 300 23:13:15 07/05/20 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 11.655 -22.596 6.943 -11.655 22.596 -6.943 0.000% 12 6.744 -30.128 11.984 -6.744 30.128 -11.984 0.000% 13 6.744 -22.596 11.984 -6.744 22.596 -11.984 0.000% 14 0.032 -30.128 13.816 -0.032 30.128 -13.816 0.000% 15 0.032 -22.596 13.816 -0.032 22.596 -13.816 0.000% 16 -6.689 -30.128 11.947 6.689 30.128 -11.947 0.000% 17 -6.689 -22.596 11.947 6.689 22.596 -11.947 0.000% 18 -11.811 -30.128 6.997 11.811 30.128 -6.997 0.000% 19 -11.811 -22.596 6.997 11.811 22.596 -6.997 0.000% 20 -13.440 -30.128 -0.031 13.440 30.128 0.031 0.000% 21 -13.440 -22.596 -0.031 13.440 22.596 0.031 0.000% 22 -11.657 -30.128 -6.940 11.657 30.128 6.940 0.000% 23 -11.657 -22.596 -6.940 11.657 22.596 6.940 0.000% 24 -6.744 -30.128 -11.979 6.744 30.128 11.979 0.000% 25 -6.744 -22.596 -11.979 6.744 22.596 11.979 0.000% 26 0.000 -54.443 0.000 0.000 54.443 0.000 0.000% 27 -0.003 -54.443 -1.744 0.003 54.443 1.744 0.000% 28 0.846 -54.443 -1.501 -0.846 54.443 1.501 0.000% 29 1.475 -54.443 -0.870 -1.475 54.443 0.870 0.000% 30 1.706 -54.443 0.002 -1.706 54.443 -0.002 0.000% 31 1.505 -54.443 0.891 -1.505 54.443 -0.891 0.000% 32 0.855 -54.443 1.513 -0.855 54,443 -1.513 0.000% 33 0.003 -54.443 1.745 -0.003 54.443 -1.745 0.000% 34 -0.846 -54.443 1.502 0.846 54.443 -1.502 0.000% 35 -1.475 -54.443 0.871 1.475 54.443 -0.871 0.000% 36 -1.705 -54.443 -0.002 1.706 54.443 0.002 0.000% . 37 -1.505 -54.443 -0.890 1.505 54.443 0.890 0.000% 38 -0.855 -54.443 -1.512 0.855 54.443 1.512 0.000% 39 -0.012 -25.107 -4.980 0.012 25.107 4.980 0.000% 40 2.412 -25.107 -4.306 -2.412 25.107 4.306 _ 0.000% 41 4.259 -25.107 -2.521 -4.259 25.107 2.521 0.000% 42 4.847 -25.107 0.011 -4.847 25.107 -0.011 0.000% 43 4.203 -25.107 2.503 -4.203 25.107 -2.503 0.000% 44 2.432 -25.107 4.322 -2.432 25.107 -4.322 0.000% 45 0.011 -25.107 4.982 -0.011 25.107 -4.982 0.000% 46 -2.412 -25.107 4.308 2.412 25.107 -4.308 0.000% 47 -4.259 -25.107 2.523 4.259 25.107 -2.523 0.000% 48 -4.847 -25.107 -0.011 4.847 25.107 0.011 0.000% 49 -4.203 -25.107 -2.503 4.203 25.107 2.503 0.000% 50 -2.432 -25.107 -4.320 2.432 25.107 4.320 0.000% Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00078774 3 Yes 4 0.00000001 0.00043388 4 Yes 6 0.00000001 0.00007904 5 Yes 5 0.00000001 0.00073043 - 6 Yes 6 0.00000001 0.00010744 7 Yes 6 0.00000001 0.00003967 8 Yes 5 0.00000001 0.00070546 9 Yes 5 0.00000001 0.00036024 10 Yes 6 0.00000001 0.00007236 11 Yes 5 0.00000001 0.00067667 Job ob Page 78875.012.01 - Progress, OR (BU#874140) 27 of 34 Project Date B+T Group 1717S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)587-4630 1 Vlnayak 12 Yes 6 0.00000001 0.00009474 13 Yes 5 0.00000001 0.00088542 14 Yes 5 0.00000001 0.00006663 15 Yes 4 0.00000001 0.00079142 16 Yes 6 0.00000001 0.00009562 17 Yes 5 0.00000001 0.00089328 18 Yes 6 0.00000001 0.00007411 19 Yes 5 0.00000001 0.00069233 20 Yes 5 0.00000001 0.00074110 21 Yes 5 0.00000001 0.00037817 22 Yes 6 0.00000001 0.00010643 23 Yes 5 0.00000001 0.00099190 24 Yes 6 0.00000001 0.00007586 25 Yes 5 0.00000001 0.00070138 26 Yes 5 0.00000001 0.00013064 27 Yes 5 0.00000001 0.00093883 28 Yes 5 0.00000001 0.00093771 29 Yes 5 0.00000001 0.00089085 30 Yes 5 0.00000001 0.00080225 31 Yes 5 0.00000001 0.00075432 32 Yes 5 0.00000001 0.00070839 33 Yes 5 0.00000001 0.00067861 34 Yes 5 0.00000001 0.00071461 35 Yes 5 0.00000001 0.00075543 36 Yes 5 0.00000001 0.00082002 37 Yes 5 0.00000001 0.00092141 I 38 Yes 5 0.00000001 0.00095009 39 Yes 4 0.00000001 0.00021030 40 Yes 5 0.00000001 0.00006169 41 Yes 5 0.00000001 0.00011380 42 Yes 5 0.00000001 0.00007572 43 Yes 5 0.00000001 0.00006829 44 Yes 5 0.00000001 0.00008934 45 Yes 4 0.00000001 0.00021473 46 Yes 5 0.00000001 0.00008781 47 Yes 5 0.00000001 0.00006658 48 Yes 5 0.00000001 0.00007698 49 Yes 5 0.00000001 0.00011475 50 Yes 5 0.00000001 0.00006073 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L1 116.084-111.084 19.126 40 1.472 0.013 L2 111.084-106.084 17.585 40 1.469 0.013 L3 106.084-101.084 16.054 40 1.454 0.013 L4 101.084-100.084 14.543 40 1.430 0.012 L5 100.084-95.084 14.245 40 1.424 0.012 L6 95.084-90.084 12.770 40 1.388 0.012 L7 90.084-85.084 11.347 40 1.326 0.012 L8 85.084-80.084 10.000 40 1.244 0.011 L9 80.084-75.084 8.746 40 1.149 0.011 L 10 75.084-70.084 7.599 40 1.042 0.010 L 11 70.084-67.604 6.574 40 0.913 0.008 . L12 67.604-67.354 6.118 40 0.841 0.006 L13 67.354-62.354 6.074 40 0.839 0.006 L14 62.354-57.354 5.224 40 0.785 0.005 L 15 57.354-51.167 4.433 40 0.724 0.005 1 nnr► Job Page tnxTower 78875.012.01 -Progress, OR(BU#874140) 28 of 34 B+T Group Project Date 1717 S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)587-4630 Vinayak • Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L16 55-50 4.083 40 0.695 0.004 L17 50-45 3.374 40 0.655 0.004 L18 45-40 2.723 40 0.588 0.003 L19 40-35 2.143 40 0.519 0.003 L20 35-32.27 1.637 40 0.448 0.002 L21 32.27-32.02 1.392 40 0.408 0.002 L22 32.02-27.02 1.371 40 0.405 0.002 L23 27.02-22.02 0.978 40 0.344 0.002 L24 22.02-17.02 0.651 40 0.281 0.001 L25 17.02-12.02 0.390 40 0.218 0.001 L26 12.02-7.02 0.194 40 0.155 0.001 L27 7.02-2.02 0.066 40 0.090 0.000 L28 2.02-0 0.005 40 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 ° ft 119.084 Lightning Rod 5/8"x 6' 40 19.126 1.472 0.013 32284 114.000 HB-X-ID-19-65-00T 40 18.483 1.471 0.013 32284 110.000 Pipe Mount[PM 602-1] 40 17.252 1.467 0.013 25572 97.000 TMBXX-6516-A2M w/Mount Pipe 40 13.331 1,404 0.012 7133 85.000 9'x 2"Pipe Mount 40 9.979 1.243 0.011 3207 76.000 5'x 2"Pipe Mount 40 7.801 1.062 0.011 2528 75.000 (2)RRUS 32 B2 40 7.581 1.040 0.010 2445 65.000 Radiowaves SPl-5.2 40 5.667 0.815 0.006 4434 47.000 CXL 900-3LW 40 2.975 0.618 0.003 4431 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° LI 116.084-111.084 52.923 4 4.070 0.035 L2 111.084-106.084 48.669 4 4.062 0.035 L3 106.084-101.084 44.439 4 4.023 0.035 L4 101.084-100.084 40.265 4 3.955 0.034 L5 100.084-95.084 39.440 4 3.939 0.034 L6 95.084-90.084 35.365 4 3.841 0.033 L7 90.084-85.084 31.433 4 3.669 0.032 L8 85.084-80.084 27.709 4 3.442 0.031 L9 80.084-75.084 24.245 4 3.175 0.030 L10 75.084-70.084 21.076 4 2.877 0.029 L 11 70.084-67.604 18.243 4 2.526 0.021 L12 67.604-67.354 16.981 4 2.332 0.017 - J' L13 67.354-62.354 16.860 4 2.325 0.017 L14 62.354-57.354 14.503 4 2.176 0.015 L15 57.354-51.167 12.311 4 2.010 0.013 $' L16 55-50 11.341 4 1.927 0.012 L17 50-45 9.371 4 1.818 0.010 L18 45-40 7.564 4 1.633 0.009 1, l`t1x�'UWe1' Job Page 78875.012.01 - Progress, OR (BU#874140) 29 of 34 Project Date B+T Group 1717 S.Boulder,Suite 300 23:13:15 07/05/20 - Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX•(918)587-4630 Vinayak Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L19 40-35 5.954 4 1.442 0.007 L20 35-32.27 4.548 4 1.243 0.006 L21 32.27-32.02 3.868 4 1.135 0.005 L22 32.02-27.02 3.809 4 1.126 0.005 L23 27.02-22.02 2.719 4 0.956 0.004 L24 22.02-17.02 1.809 4 0.782 0.003 L25 17.02-12.02 1.083 4 0.606 0.002 L26 12.02-7.02 0.540 4 0.430 0.002 L27 7.02-2.02 0.184 4 0.251 0.001 L28 2.02-0 0.015 4 0.072 0.000 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 119.084 Lightning Rod 5/8"x 6' 4 52.923 4.070 0.036 11818 114.000 HB-X-ID-19-65-00T 4 51.148 4.069 0.036 11818 110.000 Pipe Mount[PM 602-1] 4 47.749 4.056 0.036 9388 97.000 TMBXX-6516-A2M w/Mount Pipe 4 36.914 3.885 0.034 2612 85.000 9'x 2"Pipe Mount 4 27.649 3.438 0.031 1161 76.000 5'x 2"Pipe Mount 4 21.633 2.932 0.030 922 75.000 (2)RRUS 32 B2 4 21.025 2.872 0.029 894 65.000 Radiowaves SP1-5.2 4 15.731 2.259 0.016 1622 47.000 CXL 900-3LW 4 8.265 1.715 0.010 1604 Compression Checks Pole Design Data Section Elevation Size L L Kl/r A P. (613" Ratio No. P. ft ft ft in' K K 4)Pn LI 116.084- TP12.16x11.26x0.188 5.000 0.000 . 0.0 7.228 -0.576 422.861 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- TPI3.96x13.06x0.188 5.000 0.000 0.0 8.315 -1.035 486.436 0.002 101.084(3) L4 101.084- TP14.14x13.96x0.188 1.000 0.000 0.0 8.424 -1.073 492.794 0.002 100.084(4) L5 100.084- TP15.039x14.14x0.219 5.000 0.000 0.0 10.439 -4.898 610.702 0.008 95.084(5) L6 95.084- TP15.939x15.039x0.219 5.000 0.000 0.0 11.073 -5.179 647.766 0.008 90.084(6) L7 90.084- TP16.838x15.939x0.219 5.000 0.000 0.0 11.707 -5.477 684.830 0.008 85.084(7) II L8 85.084- TP17.738x16.838x0.219 5.000 0.000 0.0 12.340 -6.418 721.894 0.009 80.084(8) L9 80.084- TP18.637x17.738x0.219 5.000 0.000 0.0 12.974 -6.947 758.958 0.009 Job Page m xTower 78875.012.01 - Progress, OR (BU#874140) 30 of 34 B+T Group Project Date 1717 S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX. (918)587-4630 Vinayak Section Elevation Size L Lu Kl/r A P. 9P„ Ratio No. P. ft ft ft in2 K K 4)Pu 75.084(9) L10 75.084- TP19.537x18.637x0.219 5.000 0.000 0.0 13.607 -13.248 796.022 0.017 70.084(10) L11 70.084- TP19.983x19.537x0.219 2.480 0.000 0.0 13.922 -13.459 814.406 0.017 67.604(11) L12 67.604- TP20.028x19.983x0.694 0.250 0.000 0.0 43.190 -13.511 2526.630 0.005 67.354(12) L13 67.354- TP20.927x20.028x0.669 5.000 0.000 0.0 43.625 -14.520 2552.040 0.006 62.354(13) L14 62.354- TP21.827x20.927x0.644 5.000 0.000 0.0 43.910 -15.442 2568.750 0.006 57.354(14) L15 57.354- TP22.94x21.827x0.631 6.187 0.000 0.0 43.944 -15.884 2570.710 0.006 51.167(15) L16 51.167-50 TP22.712x21.813x0.694 5.000 0.000 0.0 49.186 -17.528 2877.350 0.006 (16) L17 50-45(17) TP23.61 Ix22.712x0.669 5.000 0.000 0.0 49.402 -18.719 2890.040 0.006 L18 45-40(18) TP24.509x23.611x0.656 5.000 0.000 0.0 50.405 -19.790 2948.680 0.007 L19 40-35(19) TP25.408x24.509x0.631 5.000 0.000 0.0 50.362 -20.881 2946.200 0.007 L20 35-32.27(20) TP25.899x25.408x0.631 2.730 0.000 0.0 51.360 -21.485 3004.550 0.007 L21 32.27-32.02 TP25.944x25.899x0.756 0.250 0.000 0.0 61.335 -21.554 3588.110 0.006 (21) L22 32.02-27.02 TP26.843x25.944x0.744 5.000 0.000 0.0 62.504 -22.838 3656.480 0.006 _ (22) L23 27.02-22.02 TP27.742x26.843x0.719 5.000 0.000 0.0 62.541 -24.144 3658.650 0.007 (23) L24 22.02-17.02 TP28.64x27.742x0.706 5.000 0.000 0.0 63.526 -25.469 3716.260 0.007 . (24) L25 17.02-12.02 TP29.539x28.64x0.694 5.000 0.000 0.0 64.437 -26.813 3769.580 0.007 (25) L26 12.02-7.02 TP30.438x29.539x0.669 5.000 0.000 0.0 64.104 -28.176 3750.110 0.008 (26) L27 7.02-2.02(27) TP31.337x30.438x0.656 5.000 0.000 0.0 64.832 -29.558 3792.670 0.008 L28 2.02-0(28) TP31.7x31.337x0.656 2.020 0.000 0.0 65.599 -30.124 3837.560 0.008 Pole I3ending Design Data Section Elevation Size M. (kM Ratio M,, 04i, Ratio No. M, MY ft kipft tapft OM lap- kiPft +Mv 1,1 116.084- TP12.16x11.26x0.188 2.289 128.968 0.018 0.000 128.968 0.000 111.084(1) L2 111.084- TP13.06x12.16x0.188 6.443 149.247 0.043 0.000 149.247 0.000 106.084(2) L3 106.084- TP13.96x13.06x0.188 11.620 171.006 0.068 0.000 171.006 0.000 11 101.084(3) ,€€ L4 101.084- TPI4.14x13.96x0.188 12.804 175.536 0.073 0.000 175.536 0.000 1 100.084(4) L5 100.084- TP15.039x14.14x0.219 28.920 230.771 0.125 0.000 230.771 0.000 95.084(5) L6 95.084- TP15.939x15.039x0.219 49.981 259.849 0.192 0.000 259.849 0.000 ' 90.084(6) L7 90.084- TP16.838x15.939x0.219 72.121 290.652 0.248 0.000 290.652 0.000 85.084(7) L8 85.084- TP17.738x16.838x0.219 96.922 323.179 0.300 0.000 323.179 0.000 . 80.084(8) L9 80.084- TP18.637x17.738x0.219 122.968 354.696 0.347 0.000 354.696 0.000 • tTlaC�'®WL'1' Job Page 78875.012.01 - Progress, OR (BU#874140) 31 of 34 B+T Group Project Date 1717 S.Boulder,Suite 300 23:13:15 07/05/20 '' Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 FAX:(918)587-4630 Crown Castle Vinayak Section Elevation Size M. +M Ratio M. OM. Ratio No. M. M,� ft laP-ft laP ft GM. Pit laPft +Mr 75.084(9) L10 75.084- TP19.537x18.637x0.219 173.187 384.625 0.450 0.000 384.625 0.000 70.084(10) L11 70.084- TP19.983x19.537x0.219 197.048 399.699 0.493 0.000 399.699 0.000 67.604(11) L12 67.604- TP20.028x19.983x0.694 199.474 1220.125 0.163 0.000 1220.125 0.000 67.354(12) L13 67.354- TP20.927x20.028x0.669 249.387 1294.917 0.193 0.000 1294.917 0.000 62.354(13) L14 62.354- TP21.827x20.927x0.644 301.022 1366.333 0.220 0.000 1366.333 0.000 57.354(14) L15 57.354- TP22.94x21.827x0.631 325.836 1397.133 0.233 0.000 1397.133 0.000 51.167(15) L16 51.167-50 TP22.712x21.813x0.694 379.736 1589.075 0.239 0.000 1589.075 0.000 (16) L17 50-45(17) TP23.611x22.712x0.669 435.478 1666.858 0.261 0.000 1666.858 0.000 L18 45-40(18) TP24.509x23.611x0.656 493.072 1771.058 0.278 0.000 1771.058 0.000 L19 40-35(19) TP25.408x24.509x0.631 552.035 1841.750 0.300 0.000 1841.750 0.000 L20 35-32.27(20) TP25.899x25.408x0.631 584.798 1916.350 0.305 0.000 1916.350 0.000 L21 32.27-32.02 TP25.944x25.899x0.756 587.818 2270.133 0.259 0.000 2270.133 0.000 (21) - L22 32.02-27.02 TP26.843x25.944x0.744 648.946 2400.650 0.270 0.000 2400.650 0.000 (22) L23 27.02-22.02 TP27.742x26.843x0.719 711.419 2491.708 0.286 0.000 2491.708 0.000 (23) L24 22.02-17.02 TP28.64x27.742x0.706 775.177 2619.650 0.296 0.000 2619.650 0.000 (24) I L25 17.02-12.02 TP29.539x28.64x0.694 840.142 2747.225 0.306 0.000 2747.225 0.000 I (25) L26 12.02-7.02 TP30.438x29.539x0.669 906.283 2824.950 0.321 0.000 2824.950 0.000 (26) L27 7.02-2.02(27) TP31.337x30.438x0.656 973.592 2947.567 0.330 0.000 2947.567 0.000 L28 2.02-0(28) TP31.7x31.337x0.656 1001.117 3018.492 0.332 0.000 3018.492 0.000 Pole Shear Design Data Section Elevation Size Actual dV Ratio Actual 4T Ratio No. V. V. T. T. ft K K 4)y 1p ft kip ft 40T L1 116.084- TP12.16x11.26x0.188 0.662 126.858 0.005 0.000 133.599 0.000 111.084(1) 1 L2 111.084- TP13.06x12.16x0.188 0.925 136.395 0.007 0.078 154.440 0.001 106.084(2) L3 106.084- TPI3.96x13.06x0.188 1.165 145.931 0.008 0.052 176.791 0.000 101.084(3) L4 101.084- TP14.14x13.96x0.188 • 1.208 147.838 . 0.008 0.052 181.443 0.000 100.084(4) L5 100.084- TP15.039x14.14x0.219 4.108 183.211 0.022 0.130 238.848 0.001 95.084(5) - L6 95.084- TP15.939x15.039x0.219 4.325 194.330 0.022 0.130 268.718 0.000 90.084(6) L7 90.084- TP16.838x15.939x0.219 4.541 205.449 0.022 0.130 300.350 0.000 85.084(7) • L8 85.084- TP17.738x16.838x0.219 5.078 216.568 0.023 0.129 333.740 0.000 80.084(8) L9 80.084- TP18.637x17.738x0.219 5.551 227.688 0.024 0.129 368.890 0.000 1 Pageb tnxTowerJ 78875.012.01 - Progress, OR (BU#874140) 32 of 34 B+T Group Project Date 1717 S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX(918)587-4630 Vinayak Section Elevation Size Actual 4iV Ratio Actual 4iT Ratio No. V V. T T ft K K (1)17„ kip ft lap ft (OT 75.084(9) LIO 75.084- TP19.537x18.637x0.219 9.564 238.807 0.040 1.341 405.800 0.003 70.084(10) L11 70.084- TP19.983x19.537x0.219 9.710 244.322 0.040 1.353 424.760 0.003 67.604(11) L12 67.604- TP20.028x19.983x0.694 9.719 757.990 0.013 1.355 1289.117 0.001 67.354(12) L13 67.354- TP20.927x20.028x0.669 10.194 765.613 0.013 1.441 1364.342 0.001 62.354(13) L14 62.354- TP21.827x20.927x0.644 10.487 770.624 0.014 1.441 1435.933 0.001 57.354(14) L15 57.354- TP22.94x21.827x0.631 10.623 771.213 0.014 1.441 1466.608 0.001 51.167(15) L 16 51.167-50 TP22.712x21.813x0.694 10.956 863.206 0.013 1.440 1671.833 0.001 (16) L17 50-45(17) TP23.611x22.712x0.669 11.396 867.012 0.013 1.281 1749.658 0.001 L18 45-40(18) TP24.509x23.611x0.656 11.674 884.603 0.013 1.281 1856.067 0.001 L19 40-35(19) TP25.408x24.509x0.631 11.946 883.859 0.014 1.281 1926.333 0.001 L20 35-32.27(20) TP25.899x25.408x0.631 12.095 901.366 0.013 1.281 2003.400 0.001 L21 32.27-32.02 TP25.944x25.899x0.756 12.100 1076.430 0.011 1.281 2384.925 0.001 (21) L22 32.02-27.02 TP26.843x25.944x0.744 12.381 1096.940 0.011 1.281 2518.300 0.001 (22) L23 27.02-22.02 TP27.742x26.843x0.719 12.645 1097.590 0.012 1.281 2608.992 0.000 (23) L24 22.02-17.02 TP28.64x27.742x0.706 12.896 1114.880 0.012 1.281 2739.442 0.000 (24) L25 17.02-12.02 TP29.539x28.64x0.694 13.131 1130.870 0.012 1.280 2869.400 0.000 (25) L26 12.02-7.02 TP30.438x29.539x0.669 13.366 1125.030 0.012 1.280 2946.008 0.000 (26) L27 7.02-2.02(27) TP31.337x30.438x0.656 13.600 1137.800 0.012 1.280 3070.650 0.000 L28 2.02-0(28) TP31.7x31.337x0.656 13.696 1151.270 0.012 1.280 3143.767 0.000 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P. V.M V T Stress Stress ft ipP,, iM 404, +V, $T, Ratio Ratio LI 116.084- 0.001 0.018 0.000 0.005 0.000 0.019 1.050 4.8.2 111.084(1) V _J L2 111.084- 0.002 0.043 0.000 0.007 0.001 0.045 1.050 4 8 2 Y • 106.084(2) V L3 106.084- 0.002 0.068 0.000 0.008 0.000 0.070 1.050 4 8 2 V 101.084(3) V '/ L4 101.084- 0.002 0.073 0.000 0.008 0.000 0.075 1.050 4 8 2 y 100.084(4) yf -} L5 100.084- 0.008 0.125 0.000 0.022 0.001 0.134 1.050 4 8 2 y 95.084(5) V L6 95.084- 0.008 0.192 0.000 0.022 0.000 0.201 1.050 4 8 2 V 90.084(6) V 1.7 90.084- 0.008 0.248 0.000 0.022 0.000 0.257 1.050 4 8 2 V 85.084(7) V tnxTower Job Page 78875.012.01 -Progress, OR (BU#874140) 33 of 34 B+T Group Project Date 1717 S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)587-4630 Vinayak Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. Pu Mu, M V T. Stress Stress ft dpn 4)M +MY (OV (1)T Ratio Ratio L8 85.084- 0.009 0.300 0.000 0.023 0.000 0.309 1.050 4 8 2 80.084(8) y/ L9 80.084- 0.009 0.347 0.000 0.024 0.000 0.356 1.050 4 8 2 V 75.084(9) V I,10 75.084- 0.017 0.450 0.000 0.040 0.003 0.469 1.050 4 8 2 V 70.084(10) V I} L11 70.084- 0.017 0.493 0.000 0.040 0.003 0.511 1.050 4 8 2 y 67.604(11) V L12 67.604- 0.005 0.163 0.000 0.013 0.001 0.169 1.050 4 8 2 V 67.354(12) V L13 67.354- 0.006 0.193 0.000 0.013 0.001 0.198 1.050 4 8 2 V 62.354(13) V L14 62.354- 0.006 0.220 0.000 0.014 0.001 0.227 1.050 4 8 2 V 57.354(14) V L15 57.354- 0.006 0.233 0.000 0.014 0.001 0.240 1.050 4 8 2 V 51.167(15) V L16 51.167-50 0.006 0.239 0.000 0.013 0.001 0.245 1.050 4 8 2 V (16) V L17 50-45(17) 0.006 0.261 0.000 0.013 0.001 0.268 1.050 4 8 2 V L18 45-40(18) 0.007 0.278 0.000 0.013 0.001 0.285 1.050 4 8 2 V V L19 40-35(19) 0.007 0.300 0.000 0.014 0.001 0.307 1.050 4 8 2 V V L20 35-32.27(20) 0.007 0.305 0.000 0.013 0.001 0.313 1.050 4 8 2 V V L21 32.27-32.02 0.006 0.259 0.000 0.011 0.001 0.265 1.050 4 8 2 V (21) V L22 32.02-27.02 0.006 0.270 0.000 0.011 0.001 0.277 1.050 4 8 2 V (22) V L23 27.02-22.02 0.007 0.286 0.000 0.012 0.000 0.292 1.050 4 8 2 V (23) V ./ L24 22.02-17.02 0.007 0.296 0.000 0.012 0.000 0.303 1.050 4 8 2 1� (24) V L25 17.02-12.02 0.007 0.306 0.000 0.012 0.000 0.313 1.050 4 8 2 V (25) V L26 12.02-7.02 0.008 0.321 0.000 0.012 0.000 0.328 1.050 4 8 2 V (26) V L27 7.02-2.02(27) 0.008 0.330 0.000 0.012 0.000 0.338 1.050 4 8 2 V V L28 2.02-0(28) 0.008 0.332 0.000 0.012 0.000 0.340 1.050 4 8 2 V V . Page tnx over Job 7gg75.012.01 -Progress, OR(BU#874140) 34 of 34 B+T Group Project Date 1717 S.Boulder,Suite 300 23:13:15 07/05/20 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)587-4630 Vinayak Section Capacity Table Section Elevation Component Size Critical P BPauow % Pass No. ft Type Element K K Capacity Fail L1 116.084-111.084 Pole TP12.16x11.26x0.188 1 -0.576 -- ** ** fl L2 111.084-106.084 Pole TP13.06x12.16x0.188 2 -0.855 -- ** ** L3 106.084-101.084 Pole TP13.96x13.06x0.188 3 -1.035 -- ** ** L4 101.084-100.084 Pole TP14.14x13.96x0.188 4 -1.073 -- ** ** L5 100.084-95.084 Pole TP15.039x14.14x0.219 5 -4.898 -- ** ** L6 95.084-90.084 Pole TP15 939x15.039x0.219 6 -5.179 -- ** ** L7 90.084-85.084 Pole TP16.838x15.939x0.219 7 -5.477 -- ** ** L8 85.084-80.084 Pole TP17.738x16.838x0.219 8 -6.418 -- ** ** L9 80.084-75.084 Pole TPI8.637x17.738x0.219 9 -6.947 -- ** ** LIO 75.084-70.084 Pole TP19.537x18.637x0.219 10 -13.248 -- ** ** L11 70.084-67.604 Pole TP19.983x19.537x0.219 11 -13.459 -- ** ** L12 67.604-67.354 Pole TP20.028x19.983x0.694 12 -13.511 -- ** ** L13 67.354-62.354 Pole TP20.927x20.028x0.669 13 -14.520 -- ** ** L14 62.354-57.354 Pole TP21.827x20.927x0.644 14 -15.442 -- ** ** L15 57.354-51.167 Pole TP22.94x21.827x0.631 15 -15.884 -- ** ** L16 51.167-50 Pole TP22.712x21 813x0.694 16 -17.528 -- ** ** 'i L17 50-45 Pole TP23.611x22.712x0.669 17 -18.719 -- ** ** L18 45-40 Pole TP24.509x23.611x0.656 18 -19.790 -- ** ** L19 40-35 Pole TP25.408x24.509x0.631 19 -20.881 -- ** ** L20 35-32.27 Pole TP25.899x25.408x0.631 20 -21.485 -- ** ** ** ** • L21 32.27-32.02 Pole TP25.944x25.899x0.756 21 -21.554 -- L22 32.02-27.02 Pole TP26.843x25 944x0.744 22 -22.838 -- ** ** L23 27.02-22.02 Pole TP27.742x26.843x0.719 23 -24.144 -- ** ** ** ** L24 22.02-17.02 Pole TP28.64x27.742x0.706 24 -25.469 -- L25 17.02-12.02 Pole TP29.539x28.64x0.694 25 -26.813 -- ** ** L26 12.02-7.02 Pole TP30.438x29.539x0.669 26 -28.176 -- ** ** L27 7.02-2.02 Pole TP31.337x30.438x0.656 27 -29.558 -- ** ** L28 2.02-0 Pole TP31.7x31.337x0.656 28 -30.124 -- ** ** Summary Pole(L11) ** ** if RATING= ** ** 'i ,i **Above stress ratios for reinforced sections are approximate.More exact calculations are presented in Appendix C. Program Version 8.0.5.0- • I 1. ;l ';1 APPENDIX B BASE LEVEL DRAWING (PROPOSED EQUIPMENT CONFIGURATION) (6) 7/8" TO 97 FT LEVEL (1) 1-1/2" TO 97 FT LEVEL (1) 1-3/5" TO 97 FT LEVEL (OTHER CONSIDERED EQUIPMENT) (1) 3/8" TO 114 FT LEVEL (6) 1-5/8" TO 114 FT LEVEL (OTHER CONSIDERED EQUIPMENT) (1) 1/2" TO 47 FT LEVEL 1 4 • • CLIMBING PEGS / W/ SAFETY CLIMB • / \ (OTHER CONSIDERED EQUIPMENT-IN CONDUIT) 1 (4) 1/2" TO 65 FT LEVEL f I ,37,, '0(OTHER4) ICON/4"TIGERS FfQIIEVELNT) I1 � 1 1 cl, P \ i / \ / B , S \ I- SS �, \ 0 8 / 1 40 F If r � J3 APPENDIX C ADDITIONAL CALCULATIONS CC_- per TIA-222-H Site BU: 874140 CI% CROWN Work Order: 1867254 _ i./ CASTLE Pole Geometry Copyright©2019 Crown Castle Pole Height Above Lap Splice Length Bottom Diameter Base(ft) Section Length(ft) (ft) Number of Sides Top Diameter(in) (in) Wall Thickness(in) Bend Radius(in) Pole Material 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 CCI-AFP-060100 4 E E E E 3 4 . 5 . 6 7 8 9 10 Reinforcement Details Bottom Top Pole Face to Termination Termination Reinforcement B(in) H(in) Gross Area(in2) Centroid(in) Length(in) Length(in) L„(in) Net Area(in2) Bolt Hole Size(in) Material 1 6.5 1.25 8.125 0.625 n/a 33.000 19.000 6.563 1.1875 A572-65 2 6 1 6 0.5 30.000 30.000 16.000 4.750 1.1875 A572-65 CClpole-version 4.4.1 Page 1 Analysis Date: 05-07-2020 TNX Geometry Input Increment(ft): 5 Export to TNX Lap Splice Length I Bottom Diameter Tapered Pole Weight Section Height(ft) Section Length(ft) (ft) Number of Sides Top Diameter(in) (in) Wall Thickness(in) Grade Multiplier 1 116.084 - 111.084 5 12 11.260 12.160 0.1875 A572-65 1.000 2 111.084 - 106.084 5 12 12.160 13.060 0.1875 A572-65 1.000 3 106.084 - 101.084 5 12 13.060 13.960 0.1875 A572-65 1.000 4 101.084 - 100.084 1 0 12 13.960 14.140 0.1875 A572-65 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 A572-65 1.000 7 90.084 - 85.084 5 12 15.939 16.838 0.21875 A572-65 1.000 8 85.084 - 80.084 5 12 16.838 17.738 0.21875 A572-65 1.000 9 80.084 - 75.084 5 12 17.738 18.637 0.21875 A572-65 1.000 10 75.084 - 70.084 5 12 18.637 19.537 0.21875 A572-65 1.000 11 70.084 - 67.604 2.48 12 19.537 19.983 0.21875 A572-65 1.000 12 67.604 - 67.354 0.25 12 19.983 20.028 0.69375 A572-65 0.880 13 67.354 - 62.354 5 12 20.028 20.927 0.66875 A572-65 0.885 14 62.354 - 57.354 5 12 20.927 21.827 0.64375 A572-65 0.894 15 57.354 - 55 6.187 3.833 12 21.827 22.940 0.63125 A572-65 0.900 16 55 - 50 5 12 21.813 22.712 0.69375 A572-65 0.902 17 50 - 45 5 12 22.712 23.611 0.66875 A572-65 0.914 18 45 - 40 5 12 23.611 24.509 0.65625 A572-65 0.912 19 40 - 35 5 12 24.509 25.408 0.63125 A572-65 0.929 20 35 - 32.27 2.73 12 25.408 25.899 0.63125 A572-65 0.920 21 32.27 - 32.02 0.25 12 25.899 25.944 0.75625 A572-65 0.910 22 32.02 - 27.02 5 12 25.944 26.843 0.74375 A572-65 0.906 23 27.02 - 22.02 5 12 26.843 27.742 0.71875 A572-65 0.918 24 22.02 - 17.02 5 12 27.742 28.640 0.70625 A572-65 0.917 25 17.02 - 12.02 5 12 28.640 29.539 0.69375 A572-65 0.916 26 12.02 - 7.02 5 12 29.539 30.438 0.66875 A572-65 0.934 27 7.02 - 2.02 5 12 30.438 31.337 0.65625 A572-65 0.936 28 2.02 - 0 2.02 12 31.337 31.700 0.65625 A572-65 0.930 CClpole-version 4.4.1 Page 2 Analysis Date: 05-07-2020 TNX Section Forces Increment(ft): 5 TNX Output M. (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 1.03 11.62 1.16 4 101.084 - 100.084 1.07 12.80 1.21 5 100.084 - 95.084 4.90 28.92 4.11 6 95.084 - 90.084 5.18 49.98 4.33 7 90.084 - 85.084 5.48 72.12 4.54 8 85.084 - 80.084 6.42 96.92 5.08 9 80.084 - 75.084 6.95 122.97 5.55 10 75.084 - 70.084 13.25 173.19 9.56 11 70.084 - 67.604 13.46 197.05 9.71 12 67.604 - 67.354 13.51 199.47 9.72 13 67.354 - 62.354 14.52 249.39 10.19 14 62.354 - 57.354 15.44 301.02 10.49 15 57.354 - 55 15.88 325.84 10.62 16 55 - 50 17.53 379.74 10.96 17 50 - 45 18.72 435.48 11.40 18 45 - 40 19.79 493.07 11.67 19 40 - 35 20.88 552.03 11.95 20 35 - 32.27 21.49 584.80 12.09 21 32.27 - 32.02 21.55 587.82 12.10 22 32.02 - 27.02 22.84 648.95 12.38 23 27.02 - 22.02 24.14 711.42 12.65 24 22.02 - 17.02 25.47 775.18 12.90 25 17.02 - 12.02 26.81 840.15 13.13 26 12.02 - 7.02 28.18 906.28 13.37 27 7.02 - 2.02 29.56 973.59 13.60 28 2.02 - 0 30.12 1001.12 13.70 CCIpole-version 4.4.1 Page 3 Analysis Date: 05-07-2020 Analysis Results Elevation(ft) Component Size Critical Element %Capacity Pass I Fail ' Type 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 i 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 12.5% Pass - 95.08-90.08 Pole TP15.939x15.039x0.2188 Pole 18.9% Pass 90.08-85.08 Pole ems: TP16.838x15.939x0.2188 Pole 24 2% Pass 85.08 80.08 Pole TP17.738x16.838x0.2188 Pole 29.2% Pass 80.08-75.08 Pole TP18.637x17.738x0.2188 Pole 33.6% Pass 75.08-70.08 Pole TP19.537x18.637x0.2188 Pole 44.1% Pass 70.08-67.6 Pole . ,.-,.,.,:. TP19.983x19.537x0.2188 Pole 48.1% Pass 67.6-67.35 Pole+Reinf. TP20.028x19.983x0.6938 Reinf.2 Tension Rupture 25.1% Pass 67.35 62.35 Pole+Reinf. TP20.927x20.028x0.6688 Reinf.2 Tension Rupture 29.5% Pass 62.35-57.35 Pole+Reinf. TP21.827x20.927x0.6438 Reinf.2 Tension Rupture 33 6% Pass 57.35-55 Pole+Reinf. TP22.94x21 827x0.6313 Reinf.2 Tension Rupture 35 5% Pass 55-50 Pole+Reinf. TP22.712x21.813x0.6938 Reinf.2 Tension Rupture • 36.4% Pass 50-45 Pole Reinf. TP23.611x22.712x0.6688 Reinf.2 Tension Rupture 39.5% Pass ' 45-40 Pole+Reinf. TP24.509x23.611x0.6563 Reinf.2 Tension Rupture 42.3% Pass 40-35 Pole+Reinf. TP25.408x24.509x0.6313 Reinf.2 Tension Rupture 44.9% Pass 35-32.27 Pole+Reinf. TP25.899x25.408x0.6313 Reinf.2 Tension Rupture 46.3% Pass 32.27-32.02 Pole+Reinf. TP25 944x25.899x0.7563 Reinf. 1 Tension Rupture 38.2% Pass 32.02-27.02 Pole+Reinf. TP26.843x25 944x0 7438 Reinf. 1 Tension Rupture 40.2% Pass 27.02-22.02 Pole+Reinf. TP27.742x26.843x0.7188 Reinf. 1 Tension Rupture 42.1% Pass 22.02.1. . __ 7.02 ' Pole+Reinf. TP28.64x27.742x0.7063 Reinf. 1 Tension Rupture 43.9% 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 47.1% Pass 7.02-2.02 Pole+ ein Rf. TP31.337x30.438x0.6563 Reinf.1 Tension Ruptu re 48.5% Pass 2.02-0 Pole+Reinf. TP31.7x31.337x0.6563 Reinf. 1 Tension Rupture 49.1% Pass Summary Pole 48.1% _Pass Reinforcement 9 491% Pass r:::�..,- vim,, - Overall 49.1% Pass CClpole -version 4.4.1 Page 4 Analysis Date: 05-07-2020 .. - .. Additional Calculations Section Moment of Inertia(in4) _ Area(in2) %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 I 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 12.5% 95.08-90.08 350 n/a 350 11.06 n/a 11.06 18.9% 90.08-85.08 413 n/a 413 11.69 n/a 11.69 24.2% 85.08-80.08 484 n/a 484 12.32 n/a 12.32 29.2% 80.08-75.08 563 n/a 563 12.96 n/a 12.96 33.6% 75.08-70.08 649 n/a 649 13.59 n/a 13.59 44.1% 70.08-67.6 695 n/a 695 13.90 n/a 13.90 48.1% 67.6-67.35 700 1364 2063 13.93 24.00 37.93 16.1% 25.1% 67.35-62.35 800 1479 2275 14.57 24.00 38.57 19.2% 29.5% 62.35-57.35 908 1600 2509 15.20 24.00 39.20 22.3% 33.6% 57.35-55 963 1659 2622 15.50 24.00 39.50 23.7% 35.5% 55-50 1306 1724 3030 20.28 24.00 44.28 22.7% 36.4% 50-45 1470 1854 3324 21.10 24.00 45.10 24.7% 39.5% 45-40 1646 1989 3635 21.91 24.00 45.91 26.8% 42.3% 40-35 1836 2129 3965 22.72 24.00 46.72 28.9% 44.9% 35-32.27 1946 2208 4154 23.17 24.00 47.17 29.9% 46.3% 32.27-32.02 1956 3064 5020 23.21 32.50 55.71 25.0% 38.2% 32.02-27.02 2169 3265 5435 24.02 32.50 56.52 26.7% 40.2% 27.02-22.02 2397 3474 5871 24.83 32.50 57.33 28.3% 42.1% 22.02-17.02 2640 3689 6329 25.65 32.50 58.15 29.9% 43.9% 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% 47.1% 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 in 5 degree increments. Rating per TIA-222-H Section 15.5. CCIpole -version 4.4.1 Page 5 Analysis Date: 05-07-2020 ;xar.r.u.urrr.. .. Monopole Flange Plate Connection Elevation=100.084 ft. CROWN `,, CASTLE BU# 874140 Applied Loads Site Name Progress,OR Moment(kip-ft) 12.80 Order# 525395 Rev#0 Axial Force(kips) 1.07 Shear Force(kips) 1.21 TIA-222 Revision H *TIA-222-H Section 15.5 Applied Top Plate-External Bottom Plate-External © © CD) n V O © 0% 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"OD 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: 5.9% 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 CClplate -version 3.6.1 Analysis Date:05-07-2020 Monopole Base Plate Connection CROWN C4,:, CASTLE BU# 874140 Site Name Progress,OR 0Order# 525395 Rev#0 Analysis Considerations O CO) © o TIA-222 Revision H Grout Considered: No lar(in) 1.125 © 0 Moment(kip-ft) 1001.12 Axial Force(kips) 30.12 Shear Force(kips) 13.70 *TIA-222-H Section 15.5 Applied n 0 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_c=125.94 4Pn_c=268.39 Stress Rating pos.(deg): 30 Vu=1.71 On=120.77 44.7% Mu=n/a 4Mn=n/a Pass 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=79.71 4Pn_c=227.3 Stress Rating Base Plate Data Vu=0 ckVn=102.28 33.4% 45.32"OD x 2.25"Plate(S-128;Fy=60 ksi,Fu=80 ksi) Mu=n/a 4Mn=n/a Pass Stiffener Data GROUP 3: N/A Pu_c=81.58 4Pn_c=227.3 Stress Rating Vu=0 4Vn=102.28 34.2% Pole Data Mu=n/a (1)Mn=n/a Pass 31.7"x 0.28125"12-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) Base Plate Summary Max Stress(ksi): 18.12 (Flexural) Allowable Stress(ksi): 54 Stress Rating: 32.0% Pass CCiplate-version 3.6.1 Analysis Date:05-07-2020 PROJECT 78875.012.01 - Progress,OR I GRP SUBJECT Anchor Rod Bracket Analysis B 171+7 T S.Boulder,Suite 300 Tulsa,OK 74119 DATE 07-05-20 TIA-222 Rev. H (918)587-4630 v4.6.0 Apply TIA-222-H Section 15.5? Yes Analysis Criteria Post-Installed Adhesive AR Mod. Anchor Rod Bracket Analysis Checks Design/Analysis Analysis ARB Type Welded Tube Bearing Load Type Current Load Size 1.75 in Tube Compression Current load 81.58 kips Gusset Shear AR Capacity 227.3 kips Gusset Flexure N/A ,,, Gusset to Tower and BP Tower Type Monopole Grade A193 Gr B7 Gusset to Tube Fy 105 ksi Geometry N/A { Fu 125 ksi Tower Punching - Manufacturers Tower Prop. Tube Punching Pole Thickness 0.28125 in Pole Grade A572-65 Fy 65 ksi Fu 80 ksi Base Plate Gr. A572-60 Fy 60 ksi Fu 75 ksi Utilization 31.2% Bracket Properties Gusset Pipe/Tube Weld-Gusset to Pipe/Tube Thickness 1.25 in Size HSS4x4x1/2 FEXX 80 ksi Width at Tube 5 in Total Length 27 in Weld Type Double Fillet Height at Pole 30 in Length above Gusset 3 in Fillet Size 5/16 in Height at Tube 24 in Length below Gusset 0 in Grade A572-65 Grade A500 Grade B(Square) Fy 65 ksi Fy 46 ksi Fu 80 ksi Fu 58 ksi Weld-Gusset to Tower Weld-Gusset to Base Plate FEXX 80 ksi FEXX 80 ksi Weld Type Double Fillet Weld Type OP-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 e i Drilled Pier Foundation CROWN BU#: 874140 CASTLE , Site Name: Progress,OR Order Number: 525395 Rev#0 i TIA-222 Revison: H Tower Type: Monopole Analysis Results Check Limitation Applied Loads Soil Lateral Check Compression Uplift A••I TIA-222-H Section 15.5: 2 i Comp. Uplift D„=o(ft from TOC) 7.33 - N/A`■111 Moment(kip-ft) 1001 Soil Safety Factor 3.32 - Axial Force(kips) 30 Max Moment(kip-ft) 1094.35 - t Shear Force(kips) 14 Rating* 38.2% - Soil Vertical Check Compression Uplift Material Properties Skin Friction(kips) 227.83 - Concrete Strength,fc: 4 ksi End Bearing(kips) 88.36 - Rebar Strength, Fy: 60 ksi Weight of Concrete(kips) 53.66 - Total Capacity(kips) 316.18 - i Pier Design Data itebar&Pier Ontion, Axial(kips) 83.66 - r Depth 25 ft Rating* 25.2% - I Ext.Above Grade 1 ft Fmhedded Pole Input Reinforced Concrete Check Compression Uplift i Pier Section 1 Belled Pier Inputs Critical Depth(ft from I OC)' 7.20 - From 1'above grade to 25'below grade Critical Moment(kip-ft) 1094.31 - Pier Diameter 5 ft Critical Moment Capacity 2799 09 - Rebar Quantity 20 Rating* 37.2% - Rebar Size 10 Clear Cover to Ties 3 in Soil Interaction Rating* 38.2% LTie Size 5 Structural Foundation Rating* 37.2% `Rating per TIA-222-H Section 15.5 Soil Profile Groundwater Depth 2 #of Layers 5 Angle of Calculated Calculated Ultimate Skin Ult.Gross Ultimate Skin Top Bottom Thickness Ysmi ycorar Cohesion Ultimate Skin Ultimate Skin Friction Comp Bearing SPT Blow Layer Friction Friction Uplift Soil Type (ft) (ft) (ft) (pcf) (pcf) (ksf) Friction Comp Friction Uplift Override Capacity Count (degrees) Override(ksf) (ksf) (ksf) (ksf) (ksf) 1 0 2.5 2.5 55 87.6 0 0 0.000 0.000 0.00 0.00 Cohesionless E 2 2.5 5 2.5 60 87.6 32 0.000 0.000 0.05 0.03 Cohesionless 3 5 14 9 60 87.6 31 0.000 0.000 0.11 0.08 Cohesionless 4 14 20 6 60 87.6 31 0.000 0.000 1.20 0.80 Cohesionless 5 20 25 5 60 87.6 34 0.000 0.000 2.20 1.47 6 Cohesionless t i Version 3.0 1 116.1 ft MATERIAL STRENGTH S 0 o N , 0 GRADE Fy Fu GRADE Fy Fu o 111.1 ft A572-65 65 ksi 80 ksi IBID ID 106 1 ft TOWER DESIGN NOTES In1 n DR ^ I 1. Tower is located in Washington County,Oregon. 2. Tower designed for Exposure C to the TIA-222-H Standard. tot 1 ft M. 66 J I 3. Tower designed for a 97 mph basic wind in accordance with the TIA-222-H Standard. lriil, 4. Tower is also designed for a 30 mph basic wind with 1.50 in ice.Ice is considered to increase I BID VU I in thickness with height. o 1I; 5. Deflections are based upon a 60 mph wind. 95.1 8 6. Tower Risk Category II. I BID II 7. Topographic Category 1 with Crest Height of 0.000 ft 8. TIA-222-H Annex S 9. TOWER RATING:49.1% .1 fl 10. CCISeismic Note:Seismic loads generated by CCISeismic 3.2.3 IBID o 85I11. CCISeismic Note:Seismic calculations are in accordance with TIA-222-H 85.1 ft DIII 0 80.1 ft Ill�i o I■1 i DIII 75.1 ft ■I : til I u a UU 0 70.19 I Blinn Fin 0 67.6 9 IHIB DV 0 62.4ft I1 IBID la : o 57.4ft _ O 2 in < 6 51.2 8 II BOOM MIMI c 50.0 ft _ lB IV c 45.0ft _ Iglu �� o ALL REACTIONS ARE FACTORED ao.o ft 11 AXIAL 1011 DV 0 35.0 ft 33 K BIIN _ 32.3 ft 3 SHEARK _aMOM MOMENT •w•w 11 0 - TORQUE 0 kip ft z7 o fl SEISMIC IgIø DI o zz.o rt 54 KL DIII II 2 '- SHEAR MOMENT 17.o ft 2 K ' 148 kip-ft ®®n so UE 0 kip-ft 12.0 ft 30 mph WITORN ND-1 500 in ICE DIII Di 2 AXIAL 7.0 ft K DIII OP SHEAR_a� 1 01 kipft 2.0 a 14 K 1001 kip-ft N o 3 0.0 ft F o TORQUE 3 kip-ft a REACTIONS-97 mph WIND U) - C Y n Z r n a3 B+T Group Job i r 78875.012 01-Progress, OR(BU#874140) 1717 S. Boulder, Suite 300 PfaJeCt B gient- Draw'"'T'��� ' Tulsa, OK 74119 Crown Castle Vinayak Appd: Phone:(918)587-4630 code. TIA-222-H 1'Date 07/05/20 scale NTS FAX.(918)587-4630 Path .JDw5 No E-1 -01111% CROWN BU: 874140 Structure: A WO: 1867254 %.I CASTLE Order: 525395 Rev: 0 Location Decimal Degrees Deg Min Sec 7.50 Long: -122.783483 - I 122 I 47 I 40.54 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 TL: 16 s Seismic Design Category Determination Importance Factor,le: 1 Acceleration-based site coefficient,Fa: 1.1552 Velocity-based site coefficient,F,,: 1.9030 , Design spectral response acceleration short period,Sps: 0.6639 g Design spectral response acceleration 1 s period,SD1: 0.5037 g Seismic Design Category Based on Sps: D Seismic Design Category Based on Sp,: D Seismic Design Category Based on Si: N/A Controlling Seismic Design Category:i D -I t „4 Vpp il CCISeismic 3.2.3 Page 1 Analysis Date:05-07-2020 ?f iW .� ... .. i+. CROWN BU: 874140 Structure: A e C WO: 1867254 CASTLE Order: 525395 Rev: 0 Tower Details Tower Type: Tapered Monopole Height,h: 116 ft Effective Seismic Weight,W: 25.09 kips Amplification Factor,As: 1.0 2.7.8.1 cLmic lsa,e Shea Response Modification Factor, R: 1.5 Discrete Appurtenance Weight in Top 1/3 of Structure,Wu: 4.14184 kips Wi: 20.94506361 kips E: 29000.0 ksi g: 386.088 in/s2 Average Moment of Inertia,Ia„g: 2833.299474 in4 F,: 0.313653992 hz Approximate Fundamental Period Monopole,T : 3.1882 s 2.7.7.1.3.3 Seismic Response Coefficient,Cs 0.4426 2.7.7.1.1 Seismic Response Coefficient Max 1,Csmax 0.1053 2.7.7.1.1 Seismic Response Coefficient Max 2,Csmax N/A 2.7.7.1.1 Seismic Response Coefficient Min 1,Cs„„ 0.0300 2.7.7.1.1 Seismic Response Coefficient Min 2,CSm,5 N/A 2.7.7.1.1 Controlling Seismic Response Coefficient,Csc 0.1053 Seismic Base Shear,V .642 kips 2.7.7.1.1 oc o F ai_-ors Period Related Exponent,k: 2.000 2.7.7.1.2 Sum of w,h;k 105340.14 2.7.7.1.2 CCISeismic 3.2.3 Page 2 Analysis Date: 05-07-2020 Tower Section Loads Section Section Number length Top Height Mid Height,h„ Weight w„ 'h"" c, F,,, F. 1-1 5.00 116.08 113-58 0.1182 1521132 00115 0.033'2 0C157 2-1 5.00 16, - 3-1 5.00 706.0E 10358 0.1367 '1456.26 0-01 13 0 2 I(3: 0.0131 -1 1()0 101 06 100.58 0.0284 287.72 (1.0025 5-1 5.00 100.08 97.58 0.1720 1637.68 0.0155 510 111 0 0228 5.00 95.08 92.58 0,1827 15115 43 0.0149 7-1 5.00 90.08 8758 0.1935 14)3438 0.0141 1 0(72 0 0257 8-1 5OD 85.08 82.58 0, 22'. 119315 0(1132 9-1 5.00 80.08 77.58 0.2.141 1024.35 0.0123 011325 10-1 500 75.08 72.58 022-3 1139.60 0-1: 9s _ 11-1 2.48 70.08 68.84 0.1160 519.73 0.6052 0.0131 5.016 1_ 1)25 67.60 (7.48 0-0322 „. 13-1 5.00 6735 64.85 0 6416 O))1 55 0',2"-; 0 0372 0 01332 4 I 5.00 02.35 59 85 31.36-' 2 ...i 2 ., 15-1 6.19 57.35 54.26 0.8366 2,163.22 0.0211 0.O11.18 0.1111 16-1 5.00 55.00 52.50 0 _i 2,J3a.7e .,_1„ .. -. 17-1 5.00 50.00 47.50 0.7523 1697.27 0.016; 0.13426 0.0....>, 18-1 5.00 45.00 4250 0.7664 131430 0LI. .� ... 19 1 5.00 40.00 37.50 0.7805 1097.61 01)104 ((0275 O 20-1 273 35.00 33.64 0 4339 49088 0.00'17 0.0123 C.CS 21-1 0.25 32.27 32.15 0.0473 43.92 0.0005 0.0012 0.0063 22-1 5.00 32.02 29.52 0.9151 813.56 0.0078 0.0207 0-1253 23-1 5 00 27.02 24.52 0.9592 576.72 0.0055 0.0145 0.1274 24-1 5 00 22.02 19.52 0)9734 370 F9 (1 0015 0.0093 01292 25-1 5.00 17.02 14.52 0.9875 208.19 0.0020 0.0052 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 0.1319 .. - 2.02 2.(12 101 134152 (142 0.0000 0.0001) Sum 13.7004 30388.1S CCISeismic 3.2.3 Page 3 Analysis Date: O5-07-2020 III. Disc,"- r1,,,,.. h:. ';Il t+Sf'32 . ot7': La z(s is ,. 119 - ro,Fiti:1`r; '.";i 'u axilt '.'i` 1 iii8 ri 4m,v commur r, (iris HB-X-92 1,65(h 14 r 1 0 029f1 375 88 00(136 kmw communications Hl3-X-i0-.19-65-00T 114.00 0.0290 376.88 00036 0.0095 0:019 kn v common r,Ions HB-X-IL 1 3 Ei5 OM 11.1.00 00290 376 00035 00095 l .,.- ax,celera AB-ACCESS 114.00 0.0110 142.96 0.0014 0.0036 00015 t,0,,mounts Pipe N'cu3,t "602 114.00 0.2790 3625.88 0.03.11 0.0909 tower mounts Pipe Mount(PM 602-11 110.09 0.0930 1125.30 0.0107 0.0282 0.0123 I-vw TMBXX-fi51,3-A2Muse;Mount P.,,- 97.. 0.0538 505.10 0ln to (70127 00071 Andrew TMBXX-6516-A2M wf Mount Pipe 97 00 0.0538 505.92 0.0(748 0.0127 0.0071 Andrew TMBXX-6516-A2(viw/Mount)' t_ 0.0538 505.92 C:0078 0.0127 012071 commscope FFHH-65C-R3 w/Mount Pipe 07.00 0.1605 1510.24 0.0143. 0.0379 0.0213 ;.ommscope FFH:-65C-R3 w(mount Pips ,,oC P 1505 1510.24 r 0543 0L0379 00213 commscape FFHH-65C-133 a'/Mount Pipe 97CO 0.1E705 151(7.24 0.0143 0.0379 0-021.3 rayc.,p 12NS11(7771-PF-48 A, 5)5)200 13Y.1ri r. ,.,n 0.0047 0.0027 nokia AHLOA 97.00 0.0840 790.36 0.0075 0.0198 00112 crckla 7111,0A 0.0810 79036 0Od75 0.0193 0.0112 nokia AHLOA 97 O0 0.0840 790.36 0-0075 0.0198 0.0112 nokia AFHC w/Mount Pipe s 7 r(: 9"I111) 1072.6.3 (1 7'i',72 0.0269 00151 nokia AEHC vf/Mount Pipe 9700 (71140 1072.63 0.0102 00269 0.0151 nokia ACHC w/Mount Pipe 97.,,i, __ _ 1072.63 0.01!)2 0.0269 0.0151 nokia AHFIG 97.00 0.0790 743.31 0.0071 0.0186 0.0105 nokia AHFIG 97 00 713.31 OOC71 0.01866 0.0105 nokia AHFIG 97.00 0-0790 743.31 0.0071 0.0186 0.0105 c mmscope H(S 2.(' ,7(=(1 l0il; 9.41 0I:.0 0.0002 0()001 nulls FXPB.T-MOB)LE. 97.00 0.0550 517.50 0.0049 0.0130 0.0073 tower mounts 8'x 2'Mount Plpe 77(70 .;0290 272-86 0.0068 0 0039 tower mounts 8'x 2"Mount Pipe 97.00 0.0290 272.86 0.0026 0.0068 0.0039 r-cu nt� a 2"Mount Prpe 777.00 0 0290 272 86 0 002f; 0.0068 00039 ,tower mounts Platform Mount(LP 303-1 HIt-11 97,00 1.4950 14066.46 0.1235 (73.528 0.1985 tower mounts 9'x2"Pipe Moun! .500 00650 46953 0 C .15 .0-13 0.0085 tOiwitr mounts 9'x 2"Pipe Mount 85,00 0.0650 469.63 0.00045 0.011.3 0.0086 tower mounts 9 x 2"Pipe Mount 35.0G 0.0650 469 63 0 00,15 0.011,3 0.008.3 towel mounts T-Arm Mount 702-37 85.00 0,3390 24412_28 0-0233 0.01,14 0.0450 tower mounts 5 x ' Pipe Mount 760(7 0.0180 103..97 ,i r010 007, 0 002.1 t r,;mite 5'x 2"Pip^Mount t. 76.00 0.0180 103.97 00010 0.0026 00024 (27 tower n7ounts 5 x2 (75,7,7t,1oc 77. 76.00 0.0360 (70029 00052 )('18 o tower mounts Side ArmMourkt f50102-1j 76.00. 0,0250 177140 0.0014 0.0036 0.0033 tower mounts Side Arm Mount I,1,1,. 7,:00 0.075(1 49'20 0.0041 0 I '' I?0100 (2(ericuuon88U5 32 B2 75.00. 0.1060 5977 715 0.0057 0(7150 00141 ericsrm7 RRU77;32 , -�i00 0(75170 _ 0 0028 0.0075 r,0,70 ' ericsson RRUS 32 62 75.00 0.0530 293.13 0.0028 0.0075 0.0070 0 OE,10 ^00 0.0031 O 0090 0 0.33� raycap PC7.17G335-PF-48 73.00 0.0320 180.00 00017 0.0045 00042 ,Ay ,( 7:Mli.-3317-177547, 7500 0.0320 ',801)(I 00(l17 0.0045 (70012 12)ericsson18U532866 75.00 0.1060 596.25 0.0057 0.0150 00141 ericsson 27RUS32 B66 709.7 0.0530 _, 0.0022 0.0075 00070 ericsson.RRUS32166 75.00 0.0530 293.13 0.0028 0.0075 0.0070 ericsson STREETMACRO 6701 s/ttip2r1 Pipe is20 00390 6.0021 0.0053 ericsson STREETMACRO 6701 w:Mount Pipe 75.00 0.0390 219_38 0.002) 0.0055 0.0052 ericsson STI)E ITMACRO 6701 w/Mount Pipe ,,_ (7 02,0 .19.,s', 0(1021 00055 (.in7752 (2)jma Wireless MX06FR0840-02_CCIV2 w/Mount Pipe 7.5.(70 03128 1764.90 0.0168 00443 (7.0417 Oa wireless MX06FR0810-02 CCIV2 w,Mount Roe ,1 5r. 0-008,1 00221 (102,8) jma wireless MX06PR0840.02 CCIV2 WI Mount Pipe 75.00 0,1569 28245 0.0084 0.0221 0.0208 O)-u vireless MXI01920840-XX w/Mount Pipe ('9Inn ^.91555 0.0182 'l0180 7.0152 jma wireless MX10FROEtOO 9X w!Mount Pipe 75.00 0.1703 957.83 7 OD091 0-0240 (7.0226 jrnd Wire1,5:MX101(1)0840-X\v/1,1' I 1 P;pe ,.. 0 1703 _-,,,r s 00091 ()0240 0,'2?6 (2)ericsson RADIO 4408 75.00 0.0200 112.00 0.0011 0.0028 0.0027 ericsson RADIO 4408 _ rI0100 5 2 C 0005 00014 0.o013, (2)ericsson 4449 75.00 0.1420 798.75 0.0076 0.0200 (1-0189 eric8son4449 0.001)8 0.0100 00091 ericsson 4449' 75.00 0.0710 39938 00038 0.0100 00094 (3)tower mounts 8'x 2'Mount Fri, n'h V 753'3 0 0075 0.0123 0.0116 tower mounts 8'x 2"Mount Pipe 75.00 0.0290 163.13 0.0015 0.0041 0.0039 tower mounts 8 x 2"Mount Pipe 02290 OP..13 0-0015 00041 0.0039 tower mounts Platform Mount(LP 1304-1_Hlf-1j 75-00 26268 14775.58 (1-1403 03706. 0.3488 (2)Alcatel luc t _✓IPR11 r k' -1'1-22n -.., r]V,GO 0.°MO 0.0025 (7.0032 tower mounts P .no))t'-17 601-17 65.00 0.0650 274.,53 0.0026 0.0069 0.0086 sig ox(,XL 900 0„ 2.21 0.0000 0.0001 00001 siEfox:CAVITO FILTER 4700 0.0020 4.42 0.0000 0.0001 0.0003 8181-28 INA 0 337 . -_ (7.0000 0.0001 0.0003 47.00 00110 2430 (7.0002 0-0006 0.0015 tower rr o acts Srdc r.m Nl ount '1 icy-i!. 7 ;3(,) 66.27 0.0006 0.0017 0.0040 tower mounts Side Arm Mount[SO 102-3) 47.00 0.0750 165.68 0.0%6 0.0042 0.0100 Radiowaves SP1-5.2 [tE.c)0 63?S 0.0006 0.0016 0.0020 9.6023 69617_3.5 CCISeismic 3.2.3 Page 4 Analysis Date: 05-07-2020 Linear Loads Name Start Height End Height h„ w, w,h,' C„„ 1,a, F,,, andrew LDF2-50(3/8")From 0 to 114 106.00 114.00 110.00 0.0006 7.71 C.0001 0.0002 0.0001 Or-.v LDFS SP(3/8")From 0 to 114 96.00 106(I0 101.(70 0 0008 8 1 F, C 0001 (7110,2 0.0001 Andrew 1012-90(3(8")From 0 to 114 86.0C 96.00 91.00 0.0003 6.62 00001 0.0002 0)001 r]rld-.ai LDF2 C!3,8")Ram 0 in 114 76(-C. 8 i.0f) 8,1 00 0 0(708, .5.25 0.000() 0.0001 (1') 3 andrew 0382-50(3/8")From 0 to 114 66.01. 76.00 71.00 0.0008 4.03 0.0000 0.0001 0.0001 andrew LDF2-50(3/81 prom 0 to 111 56.00 66.00 61.00 0 0008 298 0.0000 0.0001 0.((C0= n ndrew LDF2.50(3/8")From 0 to 114 46.00 56.00 51.00 0.0008 2.08 0.0000 0 0001 0 000, vr LDF2 0'3/"')from 0 to 11,1 36.Cf 4',60 41 00 0 0008 1.34 (7.(1000 0 0000 0000' andrew LDF2-50(3/8")From 0to 114 26.00 36.00 3100 0.0008 0 77 00000 00000 0.0001 r d_v CDF2 5r)3!8")From 0 to 111 16.Cu 26-00 21.00 O 0008 0.3S 0.0000 0.0000 00001 and ew LDF2 50(3/8")From 0 to 114 - 6.00 16.00 11.00 0.0008 0.10 0.0000 0.0000 0.0001 in 1 'v LD-_ (. /8)Rom(7 to 114 0.00 (i.(1(1 3.00 017(705 0.0(1 00000 C,0000 (..0(7(;; (6)andrew LDF7-5OA(1-5/8")From 0 to 114 106.00 114.00. 110 00 0.0394 476.26 0-0045 0-0119. 0.(1052 3ndrow LI r, S(r;,(l-5,'81 From(1 to 124 96.00 10500 10100 0.0492 51,1 8,1 I,0048, 0()126 6)andrew LDF7•50A(1 5/8")From 0 to 114 86.0(1 96.00 91.00 0.0492 407.43 00039 0.0102 andrew LDF7-50AI1 5 3')Frem 0 to 111 76 00 86.00 81.00 0.0192 322.80 0.0031 0 C081 (6)andrew LDF7-50A(1-5/8")From 0 to 114 6600 76.00 71.00 03)492 248.02 00024 0 0062 (Li L5 'i Andrew LUF 5's(1-S 8')From(1 t'114 56.0i7 66.CO 61 00 'Cl)). 183.07 0 0017 '6)andrew L1)F7 50A(1-5/8")From 0 to 114 46.00 56.00 51-00 0.0492 127.97 00012 0.0032 (''(0:S 6 f and,,,,,,LD57 50A(1-5/8')Frcm 0 to 11,1 36.00 46.00 41.00 0.0192 82 71 0.ea08 0 0021 C 006', (6)andrew LDF7.50A(1-5/8")From 0 to 114 26.00 36.00 3100 0.0492 47.28. 0.0004 0.0012 0.0065 (6)andrew LDF7-50A(1-5/8")From 0 to 11,1 16.00 26.CC 21.0) 0.0192 21.70 0.0002 0.0005 0.0065 a a, ,fi,r. -.'.,4 om 0 to 114 600 i(i:00 11-00 0.0492 5.95 0.0001 0.0001 0.0065 (6)andrew LDF7-50A(1-5/8")From 0 to 11.1 0(31 60o i 00 0 0295 0 27 0 0000 0 WOO 0 OM b 97 96.00 97.00 96.50 0.0016 15.03 0.0001 0.0004 0.0002 nokia ASU9325TYP01(1-3/5)From 0 to 97 86.00 9600 91.00 00,161 133.66 0.0013 0.0031 00021 D97 76.00. 86:00 81.00 0.0161 105.89 0.0010 0.0027 00021 nokia ASU9325TYP01(1-3/5)From 0 to 97 66.0) 7600 7100 0 0161 81 36 0-0008 0.0020 0.0021 '!97 56.00 66.00 61.00 00)61 6006 0.0006 00015 0.0021 nokia ASU9325TYP01(1-3/5)From 0 to 97 46.0I) 56.00 51.00 00151 4198 0.0004 0.0011 01002", k 36.00 46.00 41.00 0.0161 27.13 0.0003 0.0007 0.0021 ' nokia A5U93251'YP01(1-3/5)From 0 to 97 26.00 36-00 31.00 0.0161 1551 0.0001 0.000-( 0.0021 T '16.00 26.00 21.00 0.0161 7.12 0,0001 0.0002 0.0021 nokia ASU9325TYP01(1-3/5)From 0 to 97 600 lc,0011-00 00161 1_95 0 0000 (10000 00021 0.00 6.00 300 0.0097 0.09 0.0000 0.0000 0.0013 6)andrew LDFS-50A(7/8")From O to 97 96.03 97.00 96.50 0.0020 18.14 0.0002 00005 0.0003 86.00 96,00. 91.00 0.0198 163.96 0.0016 0.0041 00026 6 andrew LDFS-50A(7/8")From 0 to 97 76 0.) 8,,00 8100 00108 129 91 (10012 00033 0 0026 " , 66.00 76.00 71.00 0.0198 9981 0.0009 0.0025 0.0026 (6)andrew LDFS-50A(7/8")From 0 to 97 56.00 66.00 61 00 0.0198 73.68 0.0007 00018 0(.02(S 46.00 56.00 51.00 0.0198 51.50 0.0005 0.0013 0,0026 , (6)andrew LDFS-50A(7/8")From 0 to 97 36-00 46.00 41.00 0.0198 33.28 0 C003 0.0008 O.o026 ?r37 26.00 36.00 31.00 0.0198 1903 0.0002 0.0005 00026 (6)andrew LDFS-50A(7/8")From 0 to 97 16.C(7 26.00 21 DO 0.0198 8.73 00001 00002 00026 IIIIIIIIIIIIIIIIIIIIB'4j.'7 6.00 16.00 11.00 0.0198 2.40 0.0000 0.0001 0.002), 6 andrew LDFS-50A 7/8" From 0 to 97 0.00 6.00 3.00 0.0119 0 11 0.0000 00000 0. 016 97 96.00 97.00 96.50 0.0017 15.92 0.0002 0.0004 0.0002 nokia HCS 2.0 Part 31-1/2)From 0to 97 86.00 96.00 9100 00171 11.61 0.0013 0.0036 0003 7 7600 86.00 81.00 0.0171 112.19 0.0011 0.0028 0.0023 nokia Ha 2.0 Part 8 1.1J2)F'on,O to 97 F,G.00 7(i.00 71(70 00171 86.20 (10008 0 0022 0 002 3 56.10 6600 61.00 0.0171 63.63 0.0006 ' 00016 •0.0023 nokia HCS 2.0Part3From 0'to 97 46.00 S6.00 51.00 0.0171 IA8 0.0001 0 0011 0 0023 36.00 46.00 41.00 0.0171 28.75 i 0,0003 0.0007 0.0023 nokia HCS 2.0 Part 3(1.1/2 From 0 to 97 26 0' 36.00 31.00 00171 16.43 ().0002 0 0004 (1 0(12-i to 97 16_000 25-00 21.0C) 0.0171 754 0.0001 0.0002 0 0023 nokia HCS 2.0 Part 3 14/2 From 0 to 97 6.00 16 00 11 00 0_0,71 2.07 O 0000 0.0001 0 0023 9.00 6.00 3.00 0.0103 0.09 0.0000 0.0000 0.0014 (4 commscope RFA12 0 6-245 26-)00(1.1/4)From 0 to 75 66-00 75.00 70.50 0.0532 264 28 C 0025 0.006E 0-0071 ' " rra. 56.00 6600 6100 0[)591 219.84 0.0021 0.0055 0007, (4)comm54ope RFA1206-245264000.1/4)From 0 to 75 4600 65 00 S 1.00 0.0591 153.67 0.0015 0.00 ii) (1.0071' 30.00 40.00 41.00 0.0591 99.31 0.0009 0.0025 00073 4 commsco a RFA1206-24526-)6CX(1 1/4)From 0 to 75 26.00 36.00 31.00 0 0591 56 78 0.0005 0.001.1 0 0072 1/08,24S2b` 9' M 575 16.00 26.00 21.00 0.0591 20.05 0.0002 0.0007 00078 (4)commsco•e RFA1206 21 26-XXX(1 1";)From 0 to 73 6.00 15.00 1100 0.0591 71' 0.0001 0.0002 0 00,8 -,-.11 7"'"'')3.1 4(y. /)From 0 to 75 0.00 6.00 3.00 0.0354 0.32 0.0000 0.0000 0 0047 (4)euen EC4-501 FromDtd65 56 O0 6500 6050 ODCSR 1.8,, 00002 10(l05 )(ll08 � ,, 46,00 56.00 51.00 0.0064 16.65 0.0002 0.0004 0.0008 (4)eu en EC4-501/2 Fromot065 36.00 46.Oe 41.00 0-0061 1).75 0.0001 0.0003 0008 i` 26))0 36.00 31.00 0.0064 6.15 0.0001 0.0002 00008 (4)eu enEC4.50Y2 FromOto.65 16Lm 26.00 2100 ,,0064 272 0.000o i;.o0o1 L.uo)r 6.00 16 00 11.00 0.0064 0 77 00001) 0.0000 0.0038 4 eu en EC4-50 1 2 Fmm O to 65 0.00 6.00 3.00 0-0038 003 00051' 0 0000 0.0005 56.00 65.00 60.50 0.0252 92.24 0.0009 0.0023 0.0033 mind 2"RI id Conduit From 0 to 65 16 00 56.00 5100 0.0280 72.83 0.0007 0.0018 0 C037 36.00 46.00 41.00 0.0280 •47 07 0.0004 0.0012 0,0037 miscl 2"RI id Conduit From 0to 65 2600 360., 3100 0.0280 26.91 0 0003 0 0007 0.CO i7 16.00 26.00 21_00 0.0280 12.35 0.0001 0.003 0-0037 miscl 2"Ri id Conduit From 0 to 65 6.00 16.00 11 03 00280 339 0-0000 00001 0.0037 5 0.00 6.00 3.00 0.0168 0.15 0.0000 0.0000 0.0022 eu en EC4 50(1/2)From 0 to 47 10 1700 4650 0 L102 0 35 0.0000 0 0000 0 0000 0'(t/2)From 0 to 47 3600 46.00 4100 00010 2-69 0.0000 0.0001 00002 CCISeismic 3.2.3 Page 5 Analysis Date:05-07-2020 eupen EC4-50(1/2)From 0 to 47 26 00 36.00 31.00 0.0016 1.54 0.0000 0.C600 0.00o0 n, eupen fC4•7, '''bni 0 to 42 16.00 26.00 21.00 0.0016 0 71 0,0000 0.0000 0.0002 eupen EC4-50(1/2)From 0 t:,47 r.f10 1-,00 1'.00 F 001N 019 0 CCM 0(000 0 000, eupen£C4-5081/2)From 0 to 47 0.00 600 1 00 0.0010 0 01 0 0000 0.0000 0 0001 misc.)Safety Line 3/8 From)to 116.Or1.1 ,�d.00 115.00 11`..00 0':122 27111 0 000O 00007 0000,. mist)Safety Line 3/3 From 0 to 116.03,1 96.00 106.00 101.00 0.0022 22.44 0.0002 0,0006 0.0003 mist)Safety Line 3/8 From 0 to 116.081 ,,.C, 95.00 ,r_ (;r 3,27 3.22 O 6002 0.0005 0.0003 miscf Safety Line 3/8 from 0 to 116.034 76.00 86.00 81.00 0.0022 51.43 0.0001 0.0004 0.0003 mist)Satety Line 3/8 From 0 to 116.084 66 60 71 00 7,.., ., .._. 11 06 (,0001 0.0003 0 7ID3 oust)Safety line 3/8 From 0 to 116.084 56.00 66 00 61.00 0.Ot)22 .4.19 0-0001 0 0002 0-O003 mist)Safety Lin 3/8 Fro.m2 116.0�I S00 0',,2"' � -'�001 1,0001 000(.3 mist)Safety Line 3/8 From()tto 116 D,^4 36.00 46.00 •)1.00 0.0022 3.70 0.0000 0 0001 0.0003 mist)Safety Line 3/8 From 0 to 116 131 2.5.00 30 00 0.,566,512 2.11 _00.M 0.0001 0.0653 mesa S4fetyline 3/8 From O to 116.034 16.00 26.00 21.00 0.0022 0 97 0 0000 0.0000 0.0003 moot Safety Line 3/8 From O to 116"1-.1 ntl 1-JO -..�- 0'i''76.27 ,0710 '11'1 0 0003 miter Safety Line 3/8 From 0 to 116 684 0 00 6.00 300 (10013 11 3) 011)0)0 0.0000 0,0002 1.7842 5331.64 CCISeismic 3.2.3 Page 6 Analysis Date: 05-07-2020 , , . E. ASCE 7 Hazards Report AMERICAN SOCIETY OF CIVIL 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) ' i'; I�2'iEt Eft '�"� N---,\,:„ ),i C j -- ��r Ott,:• 1 . 1 0 _ : _ ,.. . r xa.od f. 1 7..�) Iti\, z 1t aa/ �s I 5t\ f 'fi „ e t _ • role, i -^ igy IS '.1*• r• ',..---1 . ,-', Td4w [ p. Y• -f--._.E:` ,1*". ''' ' i L 52 "''°'+� to ` t .I. ._ ..: ,�im�Im1 ti , . Y'r 1 I ,r-x'r,C, it �.. + L. � cr A.N "r 21.:;',11e:,1 5II'n�llk,G 11, Ilk /. ' •!4 ._,. "'�3!T' �' 'ai iliti H-�6-I I YY!C 6 A ME t if VAL LE Y 4D,.rro https://asce7hazardtool.online/ Page 1 of 3 Fri Jul 03 2020 s ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS Seismic • Site Soil Class: D-Default(see Section 11.4.3) Results: Ss : 0.862 Sol : N/A Si : 0.397 TL : 16 Fa : 1.2 PGA : 0.393 Fy : 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 Jul 03 2020 Date Source: USGS Seismic Design Maps https://asce7hazardtool.online/ Page 2 of 3 Fri Jul 03 2020 ASCE. AMERICAN SOCIETY OF CIVIL ENGINEERS Ice Results: Ice Thickness: 1.50 in. Concurrent Temperature: 25 F Gust Speed: 30 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Fri Jul 03 2020 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. i1 { https://asce7hazardtool.online/ Page 3 of 3 Fri Jul 03 2020 • "'j