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Report di= B+T GRP December 03,2015 Katie Stana B+T Group Crown Castle 1717 S. Boulder, Suite 300 2055 S. Stearman Drive Tulsa, OK 74119 Chandler,AZ 85286 (918)587-4630 (602)845-1747 btwo©btgrp.com Subject: Structural Analysis Report Carrier Designation: Verizon Wireless Co-Locate Carrier Site Number: N/A Carrier Site Name: N/A Crown Castle Designation: Crown Castle BU Number: 874140 Crown Castle Site Name: Progress Crown Castle JDE Job Number: 357986 Crown Castle Work Order Number: 1161709 Crown Castle Application Number: 322464 Rev. 1 Engineering Firm Designation: B+T Group Project Number: 78875.004.01 Site Data: 10185 Sw Cascade Avenue, Portland,Washington County,OR Latitude 45°26'48.46", Longitude-122°47'2.41" 116 Foot-Monopole Tower Dear Katie Stana, B+T Group is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower, This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 851593, in accordance with application 322464, revision 1. 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: Existing+Reserved+Proposed Equipment Sufficient Capacity Note:See Table 1 and Table 2 for the proposed and existing/reserved loading,respectively. This analysis has been performed in accordance with the 2012 International Building Code based upon an ultimate 3-second gust wind speed of 120 mph converted to a nominal 3-second gust wind speed of 93 mph per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category C and Risk Category II were used in this analysis. All equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We at B+T Group appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Respectfully submitted by: c\c\- PRpFC,ss B+T Engineering, Inc. �� ,�GIN6F9 o,Agile :?. 6PE I�� Leena Kantheti, E.I.T. Chad E.Tuttle, P.E. .'i; • 13.2po� ... Project Engineer Engineer of Record • A'AD TU11‘. tnxTower Report-version 6.1.4.1 [Expiration Dats / /pc .' December 03, 2015 116 Ft Monopole Tower Structural Analysis Report CCI BU No. 874140 Project Number 78875.004.01,Application 322464, Revision 1 Page 2 TABLE OF CONTENTS 1)INTRODUCTION 2)ANALYSIS CRITERIA • Table 1 -Proposed Antenna and Cable Information Table 2-Existing and Reserved Antenna and Cable Information Table 3-Design Antenna and Cable Information 3)ANALYSIS PROCEDURE Table 4-Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 5-Section Capacity (Summary) Table 6—Tower Components vs. Capacity 4.1) Recommendations Table 7—Proposed Loading Tilt-Sway Results 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 6.1.4.1 December 03, 2015 116 Ft Monopole Tower Structural Analysis Report CCI BU No. 874140 Project Number 78875.004.01,Application 322464, Revision 1 Page 3 1)INTRODUCTION This tower is a 116 ft. Monopole tower designed by Valmont in May of 1997. The tower was originally designed for a wind speed of 85 mph per TIA/EIA-222-E. This tower has been modified multiple times and those modifications are incorporated in this analysis. 2)ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3-second gust wind speed of 93 mph with no ice, 30 mph with 1 inch ice thickness and 60 mph under service loads, exposure category C with topographic category 1 and crest height of 0 feet. Table 1 -Proposed Antenna and Cable Information Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Note Level(ft) Elevation Antennas Manufacturer Lines Size(in) . (ft) 7 Amphenol WBX045T19X000 8 Css X7C-FRO-840-V 3 Ericsson RRUS 12 B2 4 Ericsson RRUS 12 B4 ' 4 Ericsson RRUS A2 B13 75.0 75.0 4 1-1/4 – 3 Ericsson RRUS A2 B2 4 Ericsson RRUS A2 B4 4 Ericsson RRUS B13 4 Raycap RCMDC-3315-PF-48 1 – Platform Mount[LP 301-1] 1 Radiowaves SP1-5.2 TH 65.0 65.0 1 – Pipe Mount[PM 601-1] 1 1/2 Table 2 -Existing and Reserved Antenna and Cable Information 1 Center Number Number Feed Mounting Lineof Antenna Antenna Model of Feed Line Note Level(ft) Elevation Antennas Manufacturer (ft) Lines Size(in) 117.0 1 1 1 Axxcelera AB-ACCESS 114.0I. 115.0 1 3 -1 Kmw Comm. 1 HB-X-ID-19-65-00T 1 13-5/8 1 i 114.0 1 – Pipe Mount[PM 601-3] 110.0 110.0 1 – Pipe Mount[PM 601-1] – – 3 - 3 Commscope SBNH-1 D65C – – 2 3 Nokia FRLB 3 Andrew ETW200VS12UB 97.0 100.0 6 Andrew TMBXX-6516-R2M 3 Nokia FRIG 18 7/8 2 Nokia FXFB 1 1-1/4 1 1 1 Raycap 1 RNSDC-7771-PF-48 1 97.0 1 – Platform Mount[LP 713-1] 2 Radiowaves HP2-23 6 5/16 85.0 1 85.0 r 1 1 1 Side Arm Mount[SO 103-3] 2 1/2 1 tnxTower Report-version 6.1.4.1 December 03, 2015 116 Ft Monopole Tower Structural Analysis Report CCI BU No. 874140 Project Number 78875.004.01,Application 322464, Revision 1 Page 4 Center Number Number Feed Mounting Lineof Antenna Antenna Model of Feed Line Note Level(ft) Elevation Antennas Manufacturer Lines Size(in) (ft) _ 3 Kathrein 1 840 10057 83.0 3 Nextnet I BTS-2500 Wireless Notes: 1) Existing Equipment 2) Reserved Equipment 3) Empty Mount;Considered In This Analysis Table 3-Design Antenna and Cable Information Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Level(ft) Elevation Antennas Manufacturer Lines Size (in) (ft) 97 97 I 12 1 Decibel DB978 — — -- 1 Generic Platform 85 85 1 Unknown 4'Dish — -- 75 75 1 Generic Platform _ — -- _ 9 Swedcom SP9014-DIN r-- 50 50 1 1 1 Unknown 1-- 4' Dish -- -- 3)ANALYSIS PROCEDURE Table 4-Documents Provided Document Remarks Reference Source Online Application Verizon Wireless, Co-Locate Revision#1 1 322464 1 CCI Sites Tower Manufacturer Drawing Valmont, Order No: 12317-95 1353528 CCI Sites Tower Modification Drawing Valmont, Order No: 19351-06 2248976 CCI Sites Post Modification Inspection TEP, Project No: 061169 1956214 CCI Sites Tower Modification Drawing B+T Group, Date: 04/08/2015 5629547 CCI Sites Post Modification Inspection 1 TEP, Date: 09/11/2015 1 5885121 1 CCI Sites Portland General Electric Co., Foundation Drawing Dated: 03/20/1990 1354428 CCI Sites —Geotech Report Northwest Geotech, Inc., 1353413 CCI Sites Project No: 705.2.1 Antenna Configuration Crown CAD Package 1 Date: 12/02/2015 CCI Sites 3.1) Analysis Method tnxTower(version 6.1.4.1), 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. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. tnxTower Report-version 6.1.4.1 December 03, 2015 116 Ft Monopole Tower Structural Analysis Report CC!BU No. 874140 Project Number 78875.004.01,Application 322464, Revision 1 Page 5 3) The configuration of antennas,transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 4) Mount areas and weights are assumed based on photographs provided. 5) The existing base plate grout was not considered in this analysis. 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 5-Section Capacity(Summary) Section Component Critical SF'P_allow % No Elevation(ft) Type Size Element P(K) (K) Capacity Pass/Fall L1 116-100 Pole TP14.14x11.26x0.188 1 -0.873 620.920 13.4 Pass L2 100-67.5 Pole TP19.987x14.14x0.219 2 -9.933 1014.200 98.7 Pass L3 67.5- Pole TP22.94x19.987x0.631 3 -12.608 2079.210 51.0833 74.5 Pass L4 51.0833- Pole TP25.894x21.798x0.625 4 -18.613 2424.170 97.8 Pass 32.25 L5 32.25-0 Pole TP31.7x25.894x0.655 5 -28.081 3180.790 102.7 Pass2 Summary Pole(L5) 102.7 Pass2 Rating= 102.7 Pass2 Table 6-Tower Component Stresses vs. Capacity—LC7 Notes Component Elevation (ft) % Capacity Pass I Fail 1 1 Flange Connection f 100 11.4 Pass 1 EAnchor Rods Base 99.4 Pass 1 Base Plate Base 66.7 Pass 1 Base Foundation (Structure) Base 78.3 I Pass 1 I Base Foundation(Soil Interaction) Base 79.5 Pass Structure Rating (max from all components)= 102.7%2 Notes: 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed. 2) Capacities up to 105%are considered acceptable based on analysis methods used. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the existing, reserved, and proposed loads. No modifications are required at this time. Table 7—Proposed Loading Tilt-Sway Results for 60 mph Service Wind—LC7 1 Elevation Dish Model Diameter Tilt (°) Twist (ft) (ft) C) 65.0 I SP1-5.2 I 1.000 I 1.104 I 0.003 tnxTower Report-version 6,1.4.1 if? ' Sn � APPENDIX A TNXTOWER OUTPUT ile.o+L II DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION II LIphtnlnp Rod sirs B(E) 119 84010057 WI Mount Pips(ever 85 14B-X-18-1945.00T w/Mount Pipe(E) 114 gide) FHB-X-10.19.65407 w/Mount Pipe(E) 114 1378-2500(E) 85ett ,� o HB-X-10. 19-65-007 w/Mount Pipe(E) 114 878-2500(E) 83 o • ' i. AB-ACCESS(E) 114 ITS-2500(E) 85 Pipe Meant IPM 601-3](E) 114 8'xTMount Pipe(E) 85 I I Pipe Mount IPM 601-11(E-Empty Per 110 '6'x T Mount Pipe(E) 1 --85 Photo) 5'x T I. iM Pipe(E) 85 1444 ((2)2)IMOXX 6516 R2M wV Mount Pipe 97 Ride Arm Mount(SO 103-3(E) 85 j Ii�,111'1 _ _ - (q HP2-23(E) 85 -- (2)TMBXX-8518-R2M w/Mount Pips 97 i�2-23(q 85 � 7MBXX-8516-R2M wt Mount Pipe 1.97. (3)1903)(045719X000(P) 75 i. (2)X7C-FRO-810-V(P) 73 ETW200VS12UB(E) 97 (4)X7C-FRO.610•V(P) 75 ;1) ETW20ovsI2U8(E) 97 (2)X7GFRO-840•V(P) 75 ETW200VS12UB(E) -.. 97 - (Z)RRU812B4(P) 75 .1i1 FRIG(E) 97 RRUS 1284(P) 75 ,�(.:;, -RRU812134(P) 75 r. FRIG(E) 97 N ' F1 g s I I�'' FRIG(E) 97 '(2)RCMDG3315•PP-46(P)RCMOC-3315-PF-46(P) 7573 Il.' FXNSDC-7771-PF-48(E1 97 _ RCMDG3315-PF-48(P) 75 FXFB(E) 97 (2)RRUSA2 B4(P) 75 1 1 1 1 I. '1 I I II I" I11SBNH-1D85C w/Mount Pipe(R) 97 —I! 11�I SS -10(6C w!Mount Pipe(R) 97 - �RRUS A23(()P) 75 SBNH-1086C W/Mount Pipe((R) 97 RRUS A2 B4(P) 75 I I I! I I 1 I FRLB(R) B7 - (2)RRUS 813(P) 75 75 FRLB(R) -- - 97 RRUS B13(P) 75 FRLB(R) 97 RRUS A2B13(P) 75 61.5E -- --- (2)RRU8A2 813(P) __ _ 75 (4)C x 7 Mount Pipe(E) 97 RRUSA2 813(P) --- 75 13-0 (4)S x?Mount Pipe(E) 97 — 11 (4)6 x 2"Mount Pipe(E) 97 RRU812 B2(P) 75 -_-- 6'x 2"Mount Pipe(E-H Offset Per 97 (2)RRUS 12 82(P) 75 h. 11.11 Photo) RRUBA2 82(P) 75 rn . N g Z tR ,_ 6 x T Mount Pipe(6H.Offset Per 97 (2)RRUS A2 82(P) 75 o rJ I;,',i,' O Photo) Pletfoml Mount(LP 301-11(P-4 M.P .75 6'x 2"Mount Pipe(EH.OtTal Per 97 per soler) ;:.-� Photo) (3)WBXO45T19X0t10(P) 75 / Platform Manz I LP 7131)I E) 97 WBX045T19X000(P) 75 840 10067 w/Mount Pipe(E•per 899577 5 Pie Mount(PM 801.11(P) 65 —� 51.1 R phao)__ Redlowevn 8P1.5.2(P-Leg Par 1. 840 70067 w/Mont Pipe(E-per 85 I�pp9Ce6an) I photo)st 1 11 11 q0 ..•'il MATERIAL STRENGTH ' GRADE I Fy J Fu 1 GRADE 1 Fy Fu A572-65 85 ksl 00 kei 42.0134o 32kei 42 kit 57 Li 41.768524kei 42 kit 57 ksi 43 85114ksi 43 kit 66 kit TOWER DESIGN NOTES 323E 1. Tower is located in Washington County,Oregon. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 93 mph basic wind in accordance with the TIA-222-G Standard. S I ALL REACTIONS 4. Tower is also designed for a 30 mph basic wind with 1.00 in ice.Ice is considered to increase ARE FACTORED in thickness with height. Zil 5. Deflections are based upon a 60 mph wind. AXIAL 6. Tower Structure Class II. 7. Topographic Category 1 with Crest Height of 0.000 ft 66 K 8. TOWER RATING:102.7% ) i SHEARMOMENT o I N I § i g r 3 K .. } ' 246 kip-ft rio TORQUE 0 kip-ft 30 mph)MND-1.0001n ICE AXIAL 28 K SIJ 41 SHEA MOMENT 27 27 K � 2025 k!p-ft 0.0 9 si TORQUE 2 kip-ft i sC i 2. , REACTIONS-93 mph WIND ; 1 11111i B+7'Group >ao:78875.004.01-Progress, OR(BU#87414( ) ' 1717 S. Boulder, Suite 300 vasa 1 Tulsa, OK 74119 pent. Crown Castle rnwn°y Ikantheti AO" Phone:(918)587-4630 Code TIA-222-G Date 12/03/15 scale' NTS FAX:(918)295-0265 Pith: Y Gwg No.E-1 • TIA-222-G -93 mph/30 mph 1.000 in Ice Exposure C Maximum Values — Vx — Vz — — Mx Mz Global Mast Shear(K) Global Mast Moment (kip ft) 0 5 10 15 20 25 0 500 1000 1500 2000 116.000 . I 116.000 I 100.00 _J_ J_L_ __1__1__J __1_____1__1__ __L__ ___ __L .1 1 L L J 1 100.000 _--1- I 1 \ \ ,i \ 1 I I 6�.5 . .J_L 1___ __1__1__1__1__ __ __ 1,_ __t__ J L L .1 1 L L J 1 67.500 \ ,, 0 w a) W 51.06? -�-- --' �-' --- \ 61.083 r 7 '-r \� I \ \_ , \ 32.250 pI \ 32.250 II \ 1 \ \ II I 0.000 I I, , 0.000 0 5 10 15 20 25 0 500 1000 1500 2000 B+T Group 1ob Z78875.004.01-Progress, OR(BU#87414( j 1717 S. Boulder, Suite 300ff0Jea: B.T '<' Tulsa, OK 74119 ()lent'Crown Castle Drawn by Ikantheti APP'd' Phone:(918)587-4630 Cede' TIA-222-G Date'12/03/15 Scale: NTS FAX:(918)295-0265 Path, < ._ D"'9 Ne•E-4 TIA-222-G -Service-60 mph Maximum Values Deflection (in) Tilt (deg) Twist(deg) 0 50 0 0.5 1 1.5 2 0 0.05 0.1 116`000 116.000 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 11 1 1 1 1 1 1 1I I I I I I I I1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 / 100,000 1 L 1 11 I I X100.000 III 1 I I I I I I I I I I 1 I 1 1 1 1 1 1 1 1 I II 1 I 11 1111 I I I I I I I I I /I i I I I 1 I 11 I I 1 1 I I 1 1 / 1 t I I I I I I I I I 1 I 1 111 /I 1 1 1 1 1 1 I I I I I I I I I I 11/ 1 1 ' I 11 I I I I 1 i l l I I I II I 1 II I I I I I II ' 1 I I I I I 1 1 1 I 1 1 1 1 1 1 1 1 I I I I I I I I I ) I I I I 1 I , I 67.500 i j I I I 1 /1 I j l l l J 1 I 1 1 67.500 iF 1 , 1 1 1 1 1 !t1 1 ' 1 I 1 — 1 1 1 1 1 1 / I I 1 I 1 I 1 1I I I /1 1 1 1 1 1 1 I I I I I 1 C 1 1 1 1 1 1 1 1 1 1 1 1 I I II I I I I 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I I I cu 1 1 1 1 1 1 1 1 I I I I 1 1 I 1 1 II 1 1 1 1 1 1 1 1 1 1 I 1 1 co uJ 51.083 I I I I I ir- r "7-I-I-1 -r'T-1--"1-I-T'1' 1 '1-I'T- I 1 I I I- 1 T I 51.0&3 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 1 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 1/1 1 1 1 1 1 1 1 1 1 1 1 1 1 1�1 1 1 1 1 1 1 1 1 1 32.250_ / I I 1 I .2.250 I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 , 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 1 I I 11 I I I I I I I I I/ I I 1 1 I I I I I I I I I 1 I 1 1 I I I I 11, 11 1 I I I I I 11 1 I I 1 1 I I II 1 1 1 1 1 1 1 1 i 1 I I 1 I I I 1 1 1 1 I/I I I I I I I I I I I I I I I 1 1 I I 1 I I ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I I lI I I I I I 1 1 1 1 I I I I I 1 1 1 1 I I I I I I I I I I I I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 / 1 1 I I I I 1 1 1 1 1 1 1 1 i I 1 1 .I 1 1 1 1/1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 ! 1111 11111 1 ! ! ! 1 1 /IIII III II 1 1 / 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 1 0 000 - 1 1 1 1 1 1 1 1 1 1 1 1I I 1 1 1 I I 1 I I 1 I 110.000 I 0 50 0 0.5 1 1.5 2 0 0.05 0.1 B+T Group '°b Z. 78875.004.01-Progress,OR(BU#87414( jl 1717 S. Boulder, Suite 300 ag0°' ¢'T ' Tulsa, OK 74119 Olen': Crown Castle c""by.Ikantheti AP"' Phone:(918)587-4630 Code: TIA-222-G Date'12/03/15 Scale: NTS FAX:(918)295-0265 Peth'.. __.__.Y.__.. WCWg No.E-5 Feed Line Distribution Chart 0' - 116' Round F:at App In Face App Out Pace ,., Truss Log __. Face A Face B Face C 118.000 ---- -- — —._. 116.000 114.000 114.000 --- I I 100.000 - _ _ .100.000 97.000 97.000 85.000 85.000 75.000 75.000 70.000 70.000 67.500 1 87.500 65000 , 65.000_ - - IE a o 1.1.151.063 - 1Q + - _ t_ - , w 51.063 ..6-- 8 g m ggg 35.000 �. -- - 35.000.----_ -- 32.250 - - - - _. - - I_ ._ _ . .- - - -- - - C .'32.250 LL 1 Gal ,, sa G Gaa LL 4 E LL N N N 8 6 Y 1 1 0.000. B+T Group kb:78875.004.01-Progress,OR(BU8 87414( ` j' 1717 S. Boulder, Suite 300 1- Tulsa, OK 741 19 ager':crown Castle Dm""by vab Ikantheti ^ ' Phone:(918)587-4630 Code: 11A-222•G fie'12/03/15 fie: NTS FAX:(918)295-0265 Path: Dwy Na E-7 th.x L ®wer Job Page 78875.004.01 -Progress,OR(BU#874140) 1 of 27 B+T Group Project Date 1717 S.Boulder.Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)295-0265 Ikantheti Tower Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Washington County,Oregon. Basic wind speed of 93 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0.000 ft. Nominal ice thickness of 1.000 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. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. 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 Treat Feedline Bundles As Cylinder Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments-Diagonals I Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification 4 Use Clear Spans For Wind Area Ignore Redundant Members in FEA Use Code Stress Ratios Use Clear Spans For KL/r SR Leg Bolts Resist Compression Use Code Safety Factors•Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable Escalate Ice Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz I Use Azimuth Dish Coefficients Consider Feedline Torque Use Special Wind Profile .4 Project Wind Area of Appurt. Include Angle Block Shear Check Include Bolts In Member Capacity Autocale Torque Arm Areas Poles Leg Bolts Are At Top Of Section SR Members Have Cut Ends J Include Shear-Torsion Interaction Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC.6D+W Combination Use TIA-222-G Tension Splice Capacity Exemption 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 Ll 116.000-100.00 16.000 0.000 12 11.260 14.140 0.188 0.750 A572-65 0 (65 ksi) L2 100.000-67.500 32.500 0.000 12 14.140 19.987 0.219 0.875 A572-65 (65 ksi) Job Page tnxTower� 78875.004.01 -Progress,OR(BU#874140) 2 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Ikanthet. FAX:(918)295-0265 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 L3 67.500-51.083 16.417 3.917 12 19.987 22.940 0.631 2.524 41.768524ksi (42 ksi) LA 51.083-32.250 22.750 0.000 12 21.798 25.894 0.625 2.501 42.013432ksi (42 ksi) L5 32.250-0.000 32.250 12 25.894 31.700 0.655 2.619 42.85114ksi (43 ksi) Tapered Pole Properties Section Tip Dia. Area 1 r C 1/C J It/Q w w/t in in' in° in in in' in' in' in Ll 11.657 6.685 104.612 3.964 5.833 17.935 211.972 3.290 2.515 13.414 14.639 8.424 209.314 4.995 7.325 28.577 424.128 4.146 3.287 17.531 L2 14.639 9.806 242.563 4.984 7.325 33.117 491.498 4.826 3.203 14.644 20.692 13.924 694.502 7.077 10.353 67.082 1407.249 6.853 4.770 21.807 L3 20.692 39.328 1880.637 6.929 10.353 181.650 3810.681 19.356 3.665 5.809 23.749 45.329 2879.521 7.987 11.883 242.324 5834.691 22.309 4.457 7.063 L4 23.297 42.634 2439.430 7.580 11.291 216.045 4942.946 20.983 4.166 6.662 26.807 50.882 4146.704 9.046 13.413 309.156 8402.347 25.042 5.264 8.417 L5 26.807 53.215 4326.791 9.036 13.413 322.583 8767.252 26.191 5.185 7.918 32.818 65.458 8052.570 11.114 16.421 490.394 16316.690 32.216 6.741 10.294 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Diagonals Horizontals ---ft /12 in in in L1 1 1 1 116.000-100.0 00 L2 1 1 1 100.000-67.50 0 L3 1 1 0.898782 67.500-51.083 L4 1 1 0.925866 51.083-32.250 L5 1 1 0.929768 32.250-0.000 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Component Placement Total Number Start/End Width or Perimeter Weight Type Number Per Row Position Diameter ft in in klf LDF7-50A(1-5/8") A Surface Ar 114.000-0.000 6 6 0.000 1.980 0.001 (E) (CaAa) 0.350 *&&* RFA1206-24526-XXX(1-1/4") A Surface Ar 75.000-0.000 4 4 -0.200 1.310 0.001 (P) (CaAa) -0.050 *&&* LDF4-50A(1/2) A Surface Ar 65.000-0.000 1 1 -0.220 0.625 0.000 Job Page tnxTower 78875.004.01 -Progress,OR (BU#874140) 3 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Ikantheti FAX:(918)295-0265 Description Sector Component Placement Total Number Start/End Width or Perimeter Weight Type Number Per Row Position Diameter /1 in in klf (P) (CaAa) -0.210 *&&* Safety Line 3/8 C Surface Ar 116.000-0.000 1 1 0.000 0.375 0.000 (E) (CaAa) 0.000 *&&* CCI-1.25"x6.5"-FP A Surface Al 35.000-0.000 1 1 0.000 6.500 15.500 0.000 (E) (CaAa) 0.000 CCI-1.25"x6.5"-FP B Surface Af 35.000-0.000 1 1 -0.250 6.500 15.500 0.000 (E) (CaAa) -0.250 CCI-1.25"x6.5"-FP C Surface Af 35.000-0.000 1 1 -0.500 6.500 15.500 0.000 (E) (CaAa) -0.500 CCI-1.25"x6.5"-FP C Surface Al 35.000-0.000 1 1 0.250 6.500 15.500 0.000 (E) (CaAa) 0.250 *&&* CCI-1"x6"-FP A Surface Af 70.000-35.000 1 1 0.000 6.000 14.000 0.000 (E) (CaAa) 0.000 CCI-1"x6"-FP B Surface Af 70.000-35.000 1 1 -0.250 6.000 14.000 0.000 (E) (CaAa) -0.250 CCI-1"x6"-FP C Surface Al 70.000-35.000 1 1 -0.500 6.000 14.000 0.000 (E) (CaAa) -0.500 CCI-1"x6"-FP C Surface Af 70.000-35.000 1 1 0.250 6.000 14.000 0.000 (E) (CaAa) 0.250 *&&* Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg fl /J[ klf LDF2-50(3/8") B No Inside Pole 114.000-0.000 1 No Ice 0.000 0.000 (E) 1/2"Ice 0.000 0.000 1"Ice 0.000 0.000 *&&* LDF5-50A(7/8") A No Inside Pole 97.000-0.000 18 No Ice 0.000 0.000 (E) 1/2"Ice 0.000 0.000 1"Ice 0.000 0.000 ASU9323TYP01(1-1/4) A No Inside Pole 97.000-0.000 1 No Ice 0.000 0.001 (E) 1/2"Ice 0.000 0.001 1"Ice 0.000 0.001 *&&* 2"Rigid Conduit C No Inside Pole 85.000-0.000 3 No Ice 0.000 0.003 (E) 1/2"Ice 0.000 0.003 1"Ice 0.000 0.003 LDF4-50A(1/2") C No Inside Pole 85.000-0.000 2 No Ice 0.000 0.000 (E(Inside Conduit)) 1/2"Ice 0.000 0.000 1"Ice 0.000 0.000 9207(5/16") C No Inside Pole 85.000-0.000 6 No Ice 0.000 0.001 (E(Inside Conduit)) 1/2"Ice 0.000 0.001 1"Ice 0.000 0.001 *&&* Feed Line/Linear Appurtenances Section Areas tn.xT®wer Job Page 78875.004.01 -Progress,OR(BU#874140) 4 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Ikantheti FAX:(918)295-0265 Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face ft f f ft2 f K L1 116.000-100.000 A 0.000 0.000 16.632 0.000 0.069 B 0.000 0.000 0.000 0.000 0.001 C 0.000 0.000 0.600 0.000 0.004 L2 100.000-67.500 A 0.000 0.000 45.040 0.000 0.410 B 0.000 0.000 2.500 0.000 0.003 C 0.000 0.000 6.219 0,000 0.222 L3 67.500-51.083 A 0.000 0.000 45.392 0.000 0.295 B 0.000 0.000 16.417 0.000 0.001 C 0.000 0.000 33.449 0.000 0.206 L4 51.083-32.250 A 0.000 0.000 52.482 0.000 0.338 B 0.000 0.000 19.062 0.000 0.002 C 0.000 0.000 38.831 0.000 0.236 L5 32.250-0.000 A 0.000 0.000 92.165 0.000 0.579 B 0.000 0.000 34.938 0.000 0.003 C 0.000 0.000 71.084 0.000 0.404 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 ft Leg in g ft2 fP IP K L1 116.000-100.000 A 2.251 0.000 0.000 28.669 0.000 0.497 B 0.000 0.000 0.000 0.000 0.001 C 0.000 0.000 7.804 0.000 0.119 L2 100.000-67.500 A 2.193 0.000 0.000 78.704 0.000 1.547 B 0.000 0.000 3.597 0.000 0.050 C 0.000 0.000 22.668 0.000 0.541 L3 67.500-51.083 A 2.120 0.000 0.000 82.681 0.000 1.420 B 0.000 0.000 23.377 0.000 0.299 C 0.000 0.000 54.331 0.000 0.908 L4 51.083-32.250 A 2.046 0.000 0.000 96.477 0.000 1.653 B 0.000 0.000 27.048 0.000 0.347 C 0.000 0.000 62.787 0.000 1.048 L5 32.250-0.000 A 1.860 0.000 0.000 159.957 0.000 2.513 B 0.000 0.000 46.935 0.000 0.528 C 0.000 0.000 107.077 0.000 1.619 Feed Line Center of Pressure Section Elevation CPx CPz CPx CPz Ice Ice ,ft in in in in Ll 116.000-100.000 -0.559 -0.662 -0.470 -0.401 L2 100.000-67.500 -0.688 -0.786 -0.637 -0.545 L3 67.500-51.083 -0.622 -0.871 -0.708 -0.707 L4 51.083-32.250 -0.676 -0.948 -0.789 -0.777 L5 32.250-0.000 -0.746 -1.074 -0.887 -0.916 i�'d.�7'O�Vei' Job Page 78875.004.01 -Progress,OR(BU#874140) 5 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Ikantheti FAX:(918)295-0265 Shielding Factor Ka Tower Feed Line Description Feed Line Ko K, Section Record No. Segment Elev. No Ice Ice L1 2 LDF7-50A(1-5/8") 100.00- 1.0000 1.0000 114.00 Ll 15 Safety Line 3/8 100.00- 1.0000 1.0000 116.00 L2 2 LDF7-50A(1-5/8") 67.50-100.00 1.0000 1.0000 L2 11 RFA1206-24526-XXX(1-1/4 67.50-75.00 1.0000 1.0000 .,) L2 15 Safety Line 3/8 67.50-100.00 1.0000 1.0000 L2 22 CCI-1"x6"-FP 67.50-70.00 1.0000 1.0000 L2 23 CCI-1"x6"-FP 67.50-70.00 1.0000 1.0000 L2 24 CCI-1"x6"-FP 67.50-70.00 1.0000 1.0000 L2 25 CCI-1"x6"-FP 67.50-70.00 1.0000 1.0000 L3 2 LDF7-50A(1-5/8") 51.08-67.50 1.0000 1.0000 L3 11 RFA1206-24S26-XXX(1-1/4 51.08-67.50 1.0000 1.0000 u) L3 13 LDF4-50A(1/2) 51.08-65.00 1.0000 1.0000 L3 15 . Safety Line 3/8 51.08-67.50 1.0000 1.0000 L3 22 CCI-1"x6"-FP 51.08-67.50 1.0000 1.0000 L3 23 CCI-1"x6"-FP 51.08-67.50 1.0000 1.0000 L3 24 CCI-1"x6"-FP 51.08-67.50 1.0000 1.0000 L3 25 CCI-1"x6"-FP 51.08-67.50 1.0000 1.0000 L3 17 CCI-1.25"x6.5"-FP 51.08-35.00 1.0000 1.0000 L3 18 CCI-1.25"x6.5"-FP 51.08-35.00 1.0000 1.0000 L3 19 CCI-1.25"x6.5"-FP 51.08-35.00 1.0000 1.0000 L3 20 CCI-1.25"x6.5"-FP 51.08-35.00 1.0000 1.0000 L5 2 LDF7-50A(1-5/8") 0.00-32.25 1.0000 1.0000 L5 11 RFA1206-24S26-XXX(1-1/4 0.00-32.25 1.0000 1.0000 L5 13 LDF4-50A(1/2) 0.00-32.25 1.0000 1.0000 L5 15 Safety Line 3/8 0.00-32.25 1.0000 1.0000 L5 17 CCI-1.25"x6.5"-FP 0.00-32.25 1.0000 1.0000 L5 18 CCI-1.25"x6.5"-FP 0.00-32.25 1.0000 1.0000 L5 19 CCI-1.25"x6.5"-FP 0.00-32.25 1.0000 1.0000 L5 20 CCI-1.25"x6.5"-FP 0.00-32.25 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 ft ft' f 2 K ft Lightning Rod 5/8"x 6' C None 0.000 119.000 No Ice 0.375 0.375 0.033 (E) 1/2"Ice 0.989 0.989 0.037 1"Ice 1.619 1.619 0.045 HB-X-ID-19-65-00T w/ A From Leg 1.000 0.000 114.000 No Ice 4.880 4.880 0.056 Mount Pipe 0.000 1/2"Ice 6.066 6.066 0.104 (E) 1.000 1"Ice 7.035 7.035 0.158 HB-X-ID-19-65-00T w/ B From Leg 1.000 0.000 114.000 No Ice 4.880 4.880 0.056 Job Page tnx.Tower 78875.004.01 -Progress,OR (BU#874140) 6 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Ikantheti FAX:(918)295-0265 Description Face Offset Offsets: Azimuth Placement CAAA C,4AA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ° ft ft2 .f2 K ft ,? Mount Pipe 0.000 1/2"Ioe 6.066 6.066 0.104 (E) 1.000 1"Ice 7.035 7.035 0.158 I-IB-X-ID-19-65-00T w/ C From Leg 1.000 0.000 114.000 No Ice 4.880 4.880 0.056 Mount Pipe 0.000 1/2"Ice 6.066 6.066 0.104 (E) 1.000 1"Ice 7.035 7.035 0.158 AB-ACCESS B From Leg 1.000 0.000 114.000 No Ice 1.944 0.622 0.011 (E) 0.000 1/2"Ice 2.143 0.777 0.022 3.000 1"Ice 2.351 0.940 0.035 Pipe Mount[PM 601-3] C None 0.000 114.000 No Ice 4.390 4.390 0.195 (E) 1/2"Ice 5.480 5.480 0.237 1"Ice 6.570 6.570 0.280 *&&* Pipe Mount[PM 601-1] A From Leg 0.500 0.000 110.000 No Ice 3.000 0.900 0.065 (E-Empty Per Photo) 0.000 1/2"Ice 3.740 1.120 0.079 0.000 1"Ice 4.480 1.340 0.093 *&&* (2)TMBXX-6516-R2M w/ A From Leg 4.000 0.000 97.000 No Ice 6.176 4.525 0.054 Mount Pipe 0.000 1/2"Ice 6.655 5.205 0.103 (E) 3.000 1"Ice 7.137 5.899 0.158 (2)TMBXX-6516-R2M w/ B From Leg 4.000 0.000 97.000 No Ice 6.176 4.525 0.054 Mount Pipe 0.000 1/2"Ice 6.655 5.205 0.103 (E) 3.000 1"Ice 7.137 5.899 0.158 (2)TMBXX-6516-R2M w/ C From Leg 4.000 0.000 97.000 No Ice 6.176 4.525 0.054 Mount Pipe 0.000 1/2"Ice 6.655 5.205 0.103 (E) 3.000 1"Ice 7.137 5.899 0.158 ETW200VS12UB A From Leg 4.000 0.000 97.000 No Ice 0.184 0.472 0.011 (E) 0.000 1/2"Ice 0.248 0.567 0.015 3.000 1"Ice 0.322 0.670 0.019 ETW200VS12UB B From Leg 4.000 0.000 97.000 No Ioe 0.184 0.472 0.011 (E) 0.000 1/2"Ice 0.248 0.567 0.015 3.000 1"Ice 0.322 0.670 0.019 ETW200VS12UB C From Leg 4.000 0.000 97.000 No Ice 0.184 0.472 0.011 (E) 0.000 1/2"Ice 0.248 0.567 0.015 3.000 1"Ice 0.322 0.670 0.019 FRIG A From Leg 4.000 0.000 97.000 No Ice 2.797 1.096 0.048 (E) 0.000 1/2"Ice 3.023 1.261 0.065 3.000 1"Ice 3.257 1.435 0.085 FRIG B From Leg 4.000 0.000 97.000 No Ice 2.797 1.096 0.048 (E) 0.000 1/2"Ioe 3.023 1.261 0.065 3.000 1"Ice 3.257 1.435 0.085 FRIG C From Leg 4.000 0.000 97.000 No Ice 2.797 1.096 0.048 (E) 0.000 1/2"Ice 3.023 1.261 0.065 3.000 1"Ice 3.257 1.435 0.085 RNSDC-7771-PF-48 A From Leg 4.000 0.000 97.000 No Ice 3.708 1.376 0.020 (E) 0.000 1/2"Ice 3.965 1.557 0.043 3.000 1"Ice 4.231 1.746 0.069 FXFB A From Leg 4.000 0.000 97.000 No Ice 4.128 1.123 0.050 (E) 0.000 1/2"Ice 4.400 1.304 0.072 3.000 1"Ice 4.681 1.493 0.098 FXFB B From Leg 4.000 0.000 97.000 No Ice 4.128 1.123 0.050 (E) 0.000 1/2"Ice 4.400 1.304 0.072 3.000 1"Ice 4.681 1.493 0.098 SBNH-1D65C w/Mount Pipe A From Leg 4.000 0.000 97.000 No Ice 11.683 9.842 0.083 (R) 0.000 1/2"Ice 12.404 11.366 0.172 3.000 1"Ice 13.135 12.914 0.272 SBNH-1D65C w/Mount Pipe B From Leg 4.000 0.000 97.000 No Ice 11.683 9.842 0.083 (R) 0.000 1/2"Ice 12.404 11.366 0.172 Job _ Page tnxTower 78875.004.01 -Progress, OR(BU#874140) 7 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Ikantheti FAX:(918)295-0265 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Hort Adjustment Front Side Leg Lateral Vert �z ft ft .112 fl K ft ft 3.000 1"Ice 13.135 12.914 0.272 SBNH-1D65C w/Mount Pipe C From Leg 4.000 0.000 97.000 No Ioe 11.683 9.842 0.083 (R) 0.000 1/2"Ice 12.404 11.366 0.172 3.000 1"Ice 13.135 12.914 0.272 FRLB A From Leg 4.000 0.000 97.000 No Ice 2.412 0.903 0.060 (R) 0.000 1/2"Ice 2.620 1.048 0.075 3.000 1"Ice 2.837 1.201 0.093 FRLB B From Leg 4.000 0.000 97.000 No Ice 2.412 0.903 0.060 (R) 0.000 1/2"Ice 2.620 1.048 0.075 3.000 1"Ice 2.837 1.201 0.093 FRLB C From Leg 4.000 0.000 97.000 No Ice 2.412 0.903 0.060 (R) 0.000 1/2"Ice 2.620 1.048 0.075 3.000 1"Ice 2.837 1.201 0.093 (4)6'x 2"Mount Pipe A From Leg 4.000 0.000 97.000 No Ice 1.425 1.425 0.022 (E) 0.000 1/2"Ice 1.925 1.925 0.033 0.000 1"Ice 2.294 2.294 0.048 (4)6'x 2"Mount Pipe B From Leg 4.000 0.000 97.000 No Ice 1.425 1.425 0.022 (E) 0.000 1/2"Ice 1.925 1.925 0.033 0.000 1"Ice 2.294 2.294 0.048 (4)6'x 2"Mount Pipe C From Leg 4.000 0.000 97.000 No Ioe 1.425 1.425 0.022 (E) 0.000 1/2"Ice 1.925 1.925 0.033 0.000 1"Ice 2.294 2.294 0.048 6'x 2"Mount Pipe A From Leg 1.000 0.000 97.000 No Ioe 1.425 1.425 0.022 (E-H.Offset Per Photo) 0.000 1/2"Ice 1.925 1.925 0.033 0.000 1"Ice 2.294 2.294 0.048 6'x 2"Mount Pipe B From Leg 1.000 0.000 97.000 No Ice 1.425 1.425 0.022 (E-H.Offset Per Photo) 0.000 1/2"Ice 1.925 1.925 0.033 0.000 1"Ice 2.294 2.294 0.048 6'x 2"Mount Pipe C From Leg 1.000 0.000 97.000 No Ice 1.425 1.425 0.022 (E-H.Offset Per Photo) 0.000 1/2"Ice 1.925 1.925 0.033 0.000 1"Ice 2.294 2.294 0.048 Platform Mount[LP 713-1] C None 0.000 97.000 No Ice 31.270 31.270 1.510 (E) 1/2"Ice 39.680 39.680 1.929 1"Ice 48.090 48.090 2.348 *&&* 840 10057 w/Mount Pipe A From Leg 2.000 0.000 85.000 No Ice 2.718 2.351 0.026 (E-per photo) 0.000 1/2"Ice 3.095 2.883 0.053 -2.000 1"Ice 3.483 3.431 0.084 840 10057 w/Mount Pipe B From Leg 2.000 0.000 85.000 No Ice 2.718 2.351 0.026 (E-per photo) 0.000 1/2"Ice 3.095 2.883 0.053 -2.000 1"Ice 3.483 3.431 0.084 840 10057 w/Mount Pipe C From Leg 2.000 0.000 85.000 No Ice 2.718 2.351 0.026 (E-per photo) 0.000 1/2"Ice 3.095 2.883 0.053 -2.000 1"Ice 3.483 3.431 0.084 BTS-2500 A From Leg 2.000 0.000 85.000 No Ice 2.120 0.957 0.035 (E) 0.000 1/2"Ice 2.323 1.119 0.048 -2.000 1"Ice 2.534 1.291 0.064 BTS-2500 B From Leg 2.000 0.000 85.000 No Ice 2.120 0.957 0.035 (E) 0.000 1/2"Ice 2.323 1.119 0.048 -2.000 1"Ice 2.534 1.291 0.064 BTS-2500 C From Leg 2.000 0.000 85.000 No Ice 2.120 0.957 0.035 (E) 0.000 1/2"Ice 2.323 1.119 0.048 -2.000 1"Ice 2.534 1.291 0.064 6'x 2"Mount Pipe A From Leg 2.000 0.000 85.000 No Ice 1.425 1.425 0.022 (E) 0.000 1/2"Ice 1.925 1.925 0.033 0.000 1"Ice 2.294 2.294 0.048 6'x 2"Mount Pipe B From Leg 2.000 0.000 85.000 No Ice 1.425 1.425 0.022 in.�L ower Job Page 78875.004.01 -Progress,OR(BU#874140) 8 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Ikantheti FAX:(918)295-0265 Description Face Offset Offsets: Azimuth Placement CAAA C..AA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft2 ji2 K ft ft (E) 0.000 1/2"Ice 1.925 1.925 0.033 0.000 1"Ice 2.294 2.294 0.048 6'x 2"Mount Pipe C From Leg 2.000 0.000 85.000 No Ice 1.425 1.425 0.022 (E) 0.000 1/2"Ice 1.925 1.925 0.033 0.000 1"Ice 2.294 2.294 0.048 Side Arm Mount[SO 103-3] C None 0.000 85.000 No Ice 9.500 9.500 0.224 (E) 1/2"Ice 11.800 11.800 0.317 1"Ice 14.100 14.100 0.410 r&8ca (3)WBX045T19X000 A From Leg 4.000 0.000 75.000 No Ice 7.996 0.576 0.037 (P) 0.000 1/2"Ice 8.437 0.708 0.074 0.000 1"Ice 8.887 0.848 0.116 WBX045T19X000 B From Leg 4.000 0.000 75.000 No Ice 7.996 0.576 0.037 (P) 0.000 1/2"Ice 8.437 0.708 0.074 0.000 1"Ice 8.887 0.848 0.116 (3)WBX045T19X000 C From Leg 4.000 0.000 75.000 No Ice 7.996 0.576 0.037 (P) 0.000 1/2"Ice 8.437 0.708 0.074 0.000 1"Ice 8.887 0.848 0.116 (2)X7C-FRO-840-V A From Leg 4.000 0.000 75.000 No Ice 17.267 9.056 0.057 (P) 0.000 1/2"Ice 18.013 9.655 0.152 0.000 1"Ice 18.768 10.263 0.255 (4)X7C-FRO-840-V B From Leg 4.000 0.000 75.000 No Ice 17.267 9.056 0.057 (P) 0.000 1/2"Ice 18.013 9.655 0.152 0.000 1"Ice 18.768 10.263 0.255 (2)X7C-FRO-840-V C From Leg 4.000 0.000 75.000 No Ice 17.267 9.056 0.057 (P) 0.000 1/2"Ice 18.013 9.655 0.152 0.000 1"Ice 18.768 10.263 0.255 (2)RRUS 12 B4 A From Leg 4.000 0.000 75.000 No Ice 3.667 1.483 0.049 (P) 0.000 1/2"Ice 3.924 1.668 0.073 0.000 1"Ice 4.189 1.861 0.099 RRUS 12 B4 B From Leg 4.000 0.000 75.000 No Ice 3.667 1.483 0.049 (P) 0.000 1/2"Ice 3.924 1.668 0.073 0.000 1"Ice 4.189 1.861 0.099 RRUS 12 B4 C From Leg 4.000 0.000 75.000 No Ice 3.667 1.483 0.049 (P) 0.000 1/2"Ice 3.924 1.668 0.073 0.000 1"Ice 4.189 1.861 0.099 (2)RCMDC-3315-PF-48 A From Leg 4.000 0.000 75.000 No Ice 4.326 2.557 0.032 (P) 0.000 1/2"Ice 4.609 2.794 0.062 0.000 1"Ice 4.901 3.040 0.097 RCMDC-3315-PF-48 B From Leg 4.000 0.000 75.000 No Ice 4.326 2.557 0.032 (P) 0.000 1/2"Ice 4.609 2.794 0.062 0.000 1"Ice 4.901 3.040 .0.097 RCMDC-3315-PF-48 C From Leg 4.000 0.000 75.000 No Ioe 4.326 2.557 0.032 (P) 0.000 1/2"Ice 4.609 2.794 0.062 0.000 1"Ice 4.901 3.040 0.097 (2)RRUS A2 B4 A From Leg 4.000 0.000 75.000 No Ice 2.562 0.578 0.022 (P) 0.000 1/2"Ice 2.777 0.716 0.035 0.000 1"Ice 3.000 0.861 0.051 RRUS A2 B4 B From Leg 4.000 0.000 75.000 No Ice 2.562 0.578 0.022 (P) 0.000 1/2"Ice 2.777 0.716 0.035 0.000 1"Ioe 3.000 0.861 0.051 RRUS A2 B4 C From Leg 4.000 0.000 75.000 No Ice 2.562 0.578 0.022 (P) 0.000 1/2"Ice 2.777 0.716 0.035 0.000 1"Ice 3.000 0.861 0.051 RRUS B13 A From Leg 4.000 0.000 75.000 No Ice 3.256 1.379 0.051 (P) 0.000 1/2"Ice 3.498 1.558 0.072 0.000 1"Ice 3.749 1.745 0.096 in.�T®wer Job Page 78875.004.01 -Progress,OR(BU#874140) 9 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Ikanthe4 FAX:(918)295-0265 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft .ft .f2 • ii2 K ft ,/1 _ (2)RRUS B13 B From Leg 4.000 0.000 75.000 No Ice 3.256 1.379 0.051 (P) 0.000 1/2"Ice 3.498 1.558 0.072 0.000 1"Ice 3.749 1.745 0.096 RRUS B13 C From Leg 4.000 0.000 75.000 No Ice 3.256 1.379 0.051 (P) 0.000 1/2"Ice 3.498 1.558 0.072 0.000 1"Ice 3.749 1.745 0.096 RRUS A2 B13 A From Leg 4.000 0.000 75.000 No Ice 3.256 2.011 0.074 • (P) 0.000 1/2"Ice 3.498 2.211 0.099 0.000 1"Ice 3.749 2.420 0.127 (2)RRUS A2 B13 B From Leg 4.000 0.000 75.000 No Ice 3.256 2.011 0.074 (P) 0.000 1/2"Ice 3.498 2.211 0.099 0.000 1"Ice 3.749 2.420 0.127 RRUS A2 B13 C From Leg 4.000 0.000 75.000 No Ice 3.256 2.011 0.074 (P) 0.000 1/2"Ice 3.498 2.211 0.099 0.000 1"Ice 3.749 2.420 0.127 RRUS 12 B2 A From Leg 4.000 0.000 75.000 No Ice 3.667 1.483 0.049 (P) 0.000 1/2"Ice 3.924 1.668 0.073 0.000 1"Ice 4.189 1.861 0.099 (2)RRUS 12 B2 C From Leg 4.000 0.000 75.000 No Ice 3.667 1.483 0.049 (P) 0.000 1/2"Ice 3.924 1.668 0.073 0.000 1"Ice 4.189 1.861 0.099 RRUS A2 B2 A From Leg 4.000 0.000 75.000 No Ice 2.562 0.578 0.022 (P) 0.000 1/2"Ice 2.777 0.716 0.035 0.000 1"Ice 3.000 0.861 0.051 (2)RRUS A2 B2 C From Leg 4.000 0.000 75.000 No Ice 2.562 0.578 0.022 (P) 0.000 1/2"Ice 2.777 0.716 0.035 0.000 1"Ice 3.000 0.861 0.051 Platform Mount[LP 301-1] C None 0.000 75.000 No Ice 30.100 30.100 1.589 (P-4 M.P per sector) 1/2"lee 40.800 40.800 2.029 1"Ice 51.500 51.500 2.470 *&&* Pipe Mount[PM 601-1] B From Leg 0.500 0.000 65.000 No Ice 3.000 0.900 0.065 (P) 0.000 1/2"Ice 3.740 1.120 0.079 0.000 1"Ice 4.480 1.340 0.093 *&&* Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Hors Adjustment Beam Diameter Area Leg Lateral Width Vert ,ft 0 0ft ft ft2 K HP2-23 A Paraboloid From 2.000 60.000 85.000 2.042 No Ice 3.274 0.027 (E) w/Shroud(HP) Leg 0.000 1/2"Ice 3.547 0.045 0.000 1"Ice 3.819 0.063 HP2-23 C Paraboloid From 2.000 -80.000 85.000 2.042 No Ice 3.274 0.027 (E) w/Shroud(HP) Leg 0.000 1/2"Ice 3.547 0.045 0.000 1"Ice 3.819 0.063 *&&* Radiowaves SP1-5.2 A Paraboloid From 1.000 90.000 65.000 1.000 No Ice 0.800 0.015 tn.�.T®wer Job Page 78875.004.01 -Progress, OR(BU#874140) 10 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Ikantheti FAX:(918)295-0265 Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert Il ft f _112K (P-Leg Per w/Shroud(HP) Leg 0.000 1/2"Ice 0.921 0.020 Application) 0.000 1"Ice 1.043 0.024 *&&* Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg-No Ice 3 0.9 Dead+1.6 Wind 0 deg-No Ice 4 1.2 Dead+1.6 Wind 30 deg-No Ice 5 0.9 Dead+1.6 Wind 30 deg-No Ice 6 1.2 Dead+1.6 Wind 60 deg-No Ice 7 0.9 Dead+1.6 Wind 60 deg-No Ice 8 1.2 Dead+1.6 Wind 90 deg-No Ice 9 0.9 Dead+1.6 Wind 90 deg-No Ice 10 1.2 Dead+1.6 Wind 120 deg-No Ice 11 0.9 Dead+1.6 Wind 120 deg-No Ice 12 1.2 Dead+1.6 Wind 150 deg-No Ice 13 0.9 Dead+1.6 Wind 150 deg-No Ice 14 1.2 Dead+1.6 Wind 180 deg-No Ice 15 0.9 Dead+1.6 Wind 180 deg-No Ice 16 1.2 Dead+1.6 Wind 210 deg-No Ice 17 0.9 Dead+1.6 Wind 210 deg-No Ice 18 1.2 Dead+1.6 Wind 240 deg-No Ice 19 0.9 Dead+1.6 Wind 240 deg-No Ice 20 1.2 Dead+1.6 Wind 270 deg-No Ice 21 0.9 Dead+1.6 Wind 270 deg-No Ice 22 1.2 Dead+1.6 Wind 300 deg-No Ice 23 0.9 Dead+1.6 Wind 300 deg-No Ice 24 1.2 Dead+1.6 Wind 330 deg-No Ice 25 0.9 Dead+1.6 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+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 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 in.�T®wer Job Page 78875.004.01 -Progress, OR(BU#874140) 11 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)295-0265 Ikantheti Comb. Description No. 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 lap-ft LI 116-100 Pole Max Tension 20 0.000 -0.000 -0.001 Max.Compression 26 -3.610 0.084 0.306 Max.Mx 20 -0.882 22.888 0.590 Max.My 2 -0.874 0.493 23.110 Max.Vy 20 -2.006 22.888 0.590 Max.Vx 2 -2.031 0.493 23.110 Max.Torque 12 0.063 L2 100-67.5 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -36.532 -1.452 2.633 Max.Mx 20 -10.055 388.534 3.544 Max.My 2 -10.001 2.263 396.398 Max.Vy 20 -19.816 388.534 3.544 Max.Vx 2 -20.139 2.263 396.398 Max.Torque 14 1.968 L3 67.5-51.0833 Pole Max Tension 1 0,000 0.000 0.000 Max.Compression 26 -41.478 -0.933 3.373 Max.Mx 20 -12.748 643.577 4.428 Max.My 2 -12.710 2.673 654.840 Max.Vy 20 -20.926 643.577 4.428 Max.Vx 2 -21.183 2.673 654.840 Max.Torque 14 2.015 L4 51.0833- Pole Max Tension 1 0.000 0.000 0.000 32.25 Max.Compression 26 -51.730 0.476 4.824 Max.Mx 20 -18.749 1140.046 6.265 Max.My 2 -18.726 3.785 1157.049 Max.Vy 20 -22.633 1140.046 6.265 Max.Vx 2 -22.888 3.785 1157.049 Max.Torque 14 2.012 L5 32.25-0 Pole Max Tension 1 0.000 0.000 0.000 Max.Compression 26 -66.156 2.551 6.766 Max.Mx 20 -28.085 1901.290 8.836 Max.My 2 -28.085 5.433 1926.194 Max.Vy 20 -24.517 1901.290 8.836 Max.Vx 2 -24.762 5.433 1926.194 Max.Torque 14 2.006 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 28 66.156 -1.443 2.533 Max.H, 20 28.108 24.490 0.070 Max.K 2 28.108 0.036 24.735 Max.Mx 2 1926.194 0.036 24.735 Max.Mz 8 1896.331 -24.446 -0.060 in.x.L ®wer Job Page 78875.004.01 -Progress,OR(BU#874140) 12 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Ikantheti FAX:(918)295-0265 Location Condition Gov. Vertical Horizontal.X Horizontal,Z Load K K K Comb. Max.Torsion 15 2.003 0.002 -24.703 Min.Vert 11 21.081 -21.161 -12.391 Min.H, 9 21.081 -24.446 -0.060 Min.HL 14 28.108 0.002 -24.703 Min.M■ 14 -1921.103 0.002 -24.703 Min.K 20 -1901.290 24.490 0.070 Min.Torsion 3 -1.951 0.036 24.735 Tower Mast Reaction Summary Load Vertical Shear, Shears Overturning Overturning Torque Combination Moment,M Moment,Ad, K K K kip-ft kip ft kip�t Dead Only 23.424 0.000 0.000 -0.933 0.506 0.000 1.2 Dead+1.6 Wind 0 deg-No 28.108 -0.036 -24.735 -1926.194 5.433 1.950 Ioe 0.9 Dead+1.6 Wind 0 deg-No 21.081 -0.036 -24.735 -1906.698 5.203 1.951 Ice 1.2 Dead+1.6 Wind 30 deg-No 28.108 13.304 -23.423 -1763.996 -994.856 1.380 Ice 0.9 Dead+1.6 Wind 30 deg-No 21.081 13.304 -23.423 -1746.408 -985.296 1.382 Ice 1.2 Dead+1.6 Wind 60 deg-No 28.108 21.232 -12.387 -965.105 -1647.347 1.361 Ice 0.9 Dead+1.6 Wind 60 deg-No 21.081 21.232 -12.387 -955.190 -1631.099 1.364 Ice 1.2 Dead+1.6 Wind 90 deg-No 28.108 24.446 0.060 5.622 -1896.331 0.439 Ice 0.9 Dead+1.6 Wind 90 deg-No 21.081 24.446 0.060 5.839 -1877.596 0.442 Ioe 1.2 Dead+1.6 Wind 120 deg- 28.108 21.161 12.391 964.872 -1641.071 -0.797 No Ice 0.9 Dead+1.6 Wind 120 deg- 21.081 21.161 12.391 955.521 -1624.883 -0.795 No Ice 1.2 Dead+1.6 Wind 150 deg- 28.108 12.265 21.401 1665.035 -952.087 -1.789 No Ice 0.9 Dead+1.6 Wind 150 deg- 21.081 12.265 21.401 1648.710 -942.752 -1.788 No Ice 1.2 Dead+1.6 Wind 180 deg- 28.108 -0.002 24.703 1921.103 -0.639 -2.003 No Ice 0.9 Dead+1.6 Wind 180 deg- 21.081 -0.002 24.703 1902.237 -0.769 -2.003 No Ice 1.2 Dead+1.6 Wind 210 deg- 28.108 -13.353 23.415 1761.076 1000.263 -1.387 No Ice 0.9 Dead+1.6 Wind 210 deg- 21.081 -13.353 23.415 1744.102 990.341 -1.389 No Ice 1.2 Dead+1.6 Wind 240 deg- 28.108 -21.272 12.418 965.448 1651.882 -1.223 No Ice 0.9 Dead+1.6 Wind 240 deg- 21.081 -21.272 12.418 956.120 1635.286 -1.226 No Ice 1.2 Dead+1.6 Wind 270 deg- 28.108 -24.490 -0.070 -8.836 1901.290 -0.351 No Ice 0.9 Dead+1.6 Wind 270 deg- 21.081 -24.490 -0.070 -8.434 1882.214 -0.354 No Ice 1.2 Dead+1.6 Wind 300 deg- 28.108 -21.213 -12.395 -967.484 1646.691 0.800 No Ice 0.9 Dead+1.6 Wind 300 deg- 21.081 -21.213 -12.395 -957.528 1630.149 0.797 ijZX�'OtiVL'�' Job Page. 78875.004.01 -Progress, OR(BU#874140) 13 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Ikantheti FAX:(918)295-0265 Load Vertical Shears Shears Overturning Overturning Torque Combination Moment,M Moment,Ms K K K kip-ft kip- kip ft No Ice 1.2 Dead+1.6 Wind 330 deg- 28.108 -12.258 -21.451 -1671.851 952.586 1.616 No Ice 0.9 Dead+1.6 Wind 330 deg- 21.081 -12.258 -21.451 -1654.882 942.942 1.615 No Ice 1.2 Dead+1.0 Ioe+1.0 Temp 66.156 0.000 -0.000 -6.766 2.551 -0.000 1.2 Dead+1.0 Wind 0 deg+1.0 66.156 -0.003 -2.741 -237.379 2.962 0.151 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 deg+1.0 66.156 1.443 -2.533 -217.113 -116.568 0.053 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 deg+1.0 66.156 2.328 -1.356 -124.728 -199.205 0.081 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 deg+1.0 66.156 2.777 0.005 -6.243 -234.171 0.006 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 66.156 2.250 1.314 107.058 -191.438 -0.087 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 66.156 1.263 2.202 186.068 -107.709 -0.154 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 66.156 -0.000 2.738 223.452 2.513 -0.153 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 66.156 -1.447 2.532 203.396 122.121 -0.053 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 66.156 -2.331 1.359 111.332 204.677 -0.070 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 66.156 -2.781 -0.006 -7.501 239.685 -0.001 deg+1.0 Ica+1.0 Temp 1.2 Dead+1.0 Wind 300 66.156 -2.254 -1.315 -120.749 197.015 0.086 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 66.156 -1.262 -2.206 -200.161 112.788 0.140 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 23.424 -0.008 -5.757 -446.999 1.624 0.463 Dead+Wind 30 deg-Service 23.424 3.097 -5.452 -409.488 -230.186 0.426 Dead+Wind 60 deg-Service 23.424 4.942 -2.883 -224.300 -381.310 0.319 Dead+Wind 90 deg-Service 23.424 5.690 0.014 0.608 -438.983 0.101 Dead+Wind 120 deg-Service 23.424 4.926 2.884 222.854 -379.852 -0.189 Dead+Wind 150 deg-Service 23.424 2.855 4.981 385.090 -220.231 -0.421 Dead+Wind 180 deg-Service 23.424 -0.000 5.750 444.424 0.219 -0.470 Dead+Wind 210 deg-Service 23.424 -3.108 5.450 407.422 232.173 -0.426 Dead+Wind 240 deg-Service 23.424 -4.951 2.890 222.995 383.101 -0.290 Dead+Wind 270 deg-Service 23.424 -5.700 -0.016 -2.740 440.878 -0.085 Dead+Wind 300 deg-Service 23.424 -4.938 -2.885 -224.854 381.897 0.188 Dead+Wind 330 dem-SService 23.424 -2.853 -4.993 -388.067 221.084 0.384 Solution Summary Sum ofApplied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 1 0.000 -23.424 0.000 0.000 23.424 0.000 0.000% 2 -0.036 -28.108 -24.735 0.036 28.108 24.735 0.000% 3 -0.036 -21.081 -24.735 0.036 21.081 24.735 0.000% 4 13.304 -28.108 -23.423 -13.304 28.108 23.423 0.000% 5 13.304 -21.081 -23.423 -13.304 21.081 23.423 0.000% 6 21.232 -28.108 -12.387 -21.232 28.108 12.387 0.000% 7 21.232 -21.081 -12.387 -21.232 21.081 12.387 0.000% 8 24.446 -28.108 0.060 -24.446 28.108 -0.060 0.000% 9 24.446 -21.081 0.060 -24.446 21.081 -0.060 0.000% 10 21.161 -28.108 12.391 -21.161 28.108 -12.391 0.000% inx.ry, L ®�� Job Page 78875.004.01 -Progress,OR(BU#874140) 14 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)295-0265 IkanthetI Sum ofApplied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 11 21.161 -21.081 12.391 -21.161 21.081 -12.391 0.000% 12 12.265 -28.108 21.401 -12.265 28.108 -21.401 0.000% 13 12.265 -21.081 21.401 -12.265 21.081 -21.401 0.000% 14 -0.002 -28.108 24.703 0.002 28.108 -24.703 0.000% 15 -0.002 -21.081 24.703 0.002 21.081 -24.703 0.000% 16 -13.353 -28.108 23.415 13.353 28.108 -23.415 0.000% 17 -13.353 -21.081 23.415 13.353 21.081 -23.415 0.000% 18 -21.272 -28.108 12.418 21.272 28.108 -12.418 0.000% 19 -21.272 -21.081 12.418 21.272 21.081 -12.418 0.000% 20 -24.490 -28.108 -0.070 24.490 28.108 0.070 0.000% 21 -24.490 -21.081 -0.070 24.490 21.081 0.070 0.000% 22 -21.213 -28.108 -12.395 21.213 28.108 12.395 0.000% 23 -21.213 -21.081 -12.395 21.213 21.081 12.395 0.000% 24 -12.258 -28.108 -21.451 12.258 28.108 21.451 0.000% 25 -12.258 -21.081 -21.451 12.258 21.081 21.451 0.000% 26 0.000 -66.156 0.000 -0.000 66.156 0.000 0.000% 27 -0.003 -66.156 -2.741 0.003 66.156 2.741 0.000% 28 1.443 -66.156 -2.532 -1.443 66.156 2.533 0.000% 29 2.328 -66.156 -1.356 -2.328 66.156 1.356 0.000% 30 2.777 -66.156 0.005 -2.777 66.156 -0.005 0.000% 31 2.250 -66.156 1.314 -2.250 66.156 -1.314 0.000% 32 1.263 -66.156 2.202 -1.263 66.156 -2.202 0.000% 33 -0.000 -66.156 2.738 0.000 66.156 -2.738 0.000% 34 -1.447 -66.156 2.532 1.447 66.156 -2.532 0.000% 35 -2.331 -66.156 1.359 2.331 66.156 -1.359 0.000% 36 -2.781 -66.156 -0.006 2.781 66.156 0.006 0.000% 37 -2.254 -66.156 -1.315 2.254 66.156 1.315 0.000% 38 -1.262 -66.156 -2.206 1.262 66.156 2.206 0.000% 39 -0.008 -23.424 -5.757 0.008 23.424 5.757 0.000% 40 3.097 -23.424 -5.452 -3.097 23.424 5.452 0.000% 41 4.942 -23.424 -2.883 -4.942 23.424 2.883 0.000% 42 5.690 -23.424 0.014 -5.690 23.424 -0.014 0.000% 43 4.926 -23.424 2.884 -4.926 23,424 -2.884 0.000% 44 2.855 -23.424 4.981 -2.855 23.424 -4.981 0.000% 45 -0.000 ' -23.424 5.750 0.000 23.424 -5.750 0.000% 46 -3.108 -23.424 5.450 3.108 23.424 -5.450 0.000% 47 -4.951 -23.424 2.890 4.951 23.424 -2.890 0.000% 48 -5.700 -23.424 -0.016 5.700 23.424 0.016 0.000% 49 -4.938 -23.424 -2.885 4.938 23.424 2.885 0.000% 50 -2.853 -23.424 -4.993 2.853 23.424 4.993 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 5 0.00000001 0.00011729 3 Yes 5 0.00000001 0.00004980 4 Yes 6 0.00000001 0.00007812 5 Yes 5 0.00000001 0.00071654 6 Yes 6 0.00000001 0.00007089 7 Yes 5 0.00000001 0.00065356 8 Yes 5 0.00000001 0.00004168 9 Yes 4 0.00000001 0.00056203 10 Yes 6 0.00000001 0.00007122 11 Yes 5 0.00000001 0.00065727 - Job Page tnxTower 78875.004.01 -Progress,OR(BU#874140) 15 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Ikanthet' FAX:(918)295-0265 12 Yes 6 0.00000001 0.00007712 13 Yes 5 0.00000001 0.00071132 14 Yes 5 0.00000001 0.00014075 15 Yes 5 0.00000001 0.00005944 16 Yes 6 0.00000001 0.00007241 17 Yes 5 0.00000001 0.00066396 18 Yes 6 0.00000001 0.00007545 19 Yes 5 0.00000001 0.00069603 20 Yes 4 0.00000001 0.00075009 21 Yes 4 0.00000001 0.00036000 22 Yes 6 0.00000001 0.00007503 23 Yes 5 0.00000001 0.00069205 24 Yes 6 0.00000001 0.00007015 25 Yes 5 0.00000001 0.00064635 26 Yes 4 0.00000001 0.00017251 27 Yes 5 0.00000001 0.00067043 28 Yes 5 0.00000001 0.00075227 29 Yes 5 0.00000001 0.00073262 30 Yes 5 0.00000001 0.00066648 31 Yes 5 0.00000001 0.00066018 32 Yes 5 0.00000001 0.00065212 33 Yes 5 0.00000001 0.00061541 34 Yes 5 0.00000001 0.00069684 35 Yes 5 0.00000001 0.00069078 36 Yes 5 0.00000001 0.00066455 37 Yes 5 0.00000001 0.00070019 38 Yes 5 0.00000001 0.00070204 39 Yes 4 0.00000001 0.00023290 40 Yes 5 0.00000001 0.00004470 41 Yes 4 0.00000001 0.00076842 42 Yes 4 0.00000001 0.00007517 43 Yes 4 0.00000001 0.00076314 44 Yes 4 0.00000001 0.00094135 45 Yes 4 0.00000001 0.00024152 46 Yes 4 0.00000001 0.00080766 47 Yes 4 0.00000001 0.00088111 48 Yes 4 0.00000001 0.00006859 49 Yes 4 0.00000001 0.00087985 50 Yes 4 0.00000001 0.00075486 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. 0 0 L1 116-100 25.750 40 1.956 0.005 L2 100-67.5 19.261 40 1.897 0.005 L3 67.5-51.0833 8.344 40 1.150 0.003 L4 55-32.25 5.582 40 0.955 0.002 L5 32.25-0 1.879 40 0.565 0.001 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in 0 0 ft Job Page tnxTower 78875.004.01 -Progress,OR(BU#874140) 16 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)295-0265 IkanthetI Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ° ° ft 119.000 Lightning Rod 5/8"x 6' 40 25.750 1.956 0.006 18251 114.000 HB-X-ID-19-65-00T w/Mount Pipe 40 24.928 1.957 0.006 18251 110.000 Pipe Mount[PM 601-1] 40 23.287 1.955 0.006 15209 97.000 (2)TMBXX-6516-R2M w/Mount 40 18.087 1.854 0.006 4770 Pipe 85.000 HP2-23 40 13.658 1.586 0.005 2874 75.000 (3)WBX045T19X000 40 10.417 1.321 0.004 2156 65.000 Radiowaves SP1-5.2 40 7.732 1.104 0.003 2123 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load in Comb. 0 0 Ll 116-100 110.485 4 8.408 0.024 L2 100-67.5 82.748 4 8.155 0.022 L3 67.5-51.0833 35.946 4 4.957 0.013 L4 55-32.25 24.057 4 4.118 0.008 L5 32.25-0 8.103 4 2.438 0.004 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb, in o ° .t 119.000 Lightning Rod 5/8"x 6' 4 110.485 8.408 0.026 4494 114.000 HB-X-ID-19-65-00T w/Mount Pipe 4 106.972 8.412 0.026 4494 110.000 Pipe Mount[PM 601-1] 4 99.964 8.405 0.026 3744 97.000 (2)TMBXX-6516-R2M w/Mount 4 77.728 7.973 0.024 1165 Pipe 85.000 HP2-23 4 58.757 6.828 0.019 692 75.000 (3)WBX045T19X000 4 44.851 5.692 0.015 515 65.000 Radiowaves SPI-5.2 4 33.311 4.761 0.012 503 Compression Checks Pole Design Data Section Elevation Size L L„ Kl/r A P„ 4iP„ Ratio No. P„ .1 .R it in K K e„ Ll 116-115 TP14.14x11.26x0.188 16.000 0.000 0.0 6.794 -0.062 500.763 0.000 115-114 6.902 -0.087 508.774 0.000 114-113 7.011 -0.427 516.784 0.001 113-112 7.120 -0.454 524.795 0.001 112-111 7.228 -0.482 532.805 0.001 Job Page tnxTower 78875.004.01 -Progress,OR(BU#874140) 17 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Ikantheti FAX:(918)295-0265 Section Elevation Size L L„ Kl/r A P„ V„ Ratio No. P„ /1 ft ft irrz K K V,• 111 -110 7.337 -0.510 540.816 0.001 110-109 7.446 -0.605 548.826 0.001 109-108 7.554 -0.634 556.836 0.001 108-107 7.663 -0.656 564.847 0.001 107-106 7.772 -0.686 572.857 0.001 106-105 7.880 -0.716 580.868 0.001 105-104 7.989 -0.746 588.878 0.001 104-103 8.098 -0.777 596.889 0.001 103-102 8.206 -0.808 604.899 0.001 102-101 8.315 -0.840 612.910 0.001 101-100 8.424 -0.873 620.920 0.001 L2 100-98.375 TP19.987x14.14x0.219 32.500 0.000 0.0 10.012 -0.964 737.962 0.001 98.375-96.75 10.218 -3.736 753.140 0.005 96.75-95.125 10.424 -3.838 768.318 0.005 95.125-93.5 10.629 -3.944 783.495 0.005 93.5-91.875 10.835 -4.054 798.673 0.005 91.875-90.25 11.041 -4.168 813.851 0.005 90.25-88.625 11.247 -4.285 829.029 0.005 88.625-87 11.453 -4.405 844.207 0.005 87-85.375 11.659 -4.498 859.385 0.005 85.375-83.75 11.865 -5.089 874.562 0.006 83.75-82.125 12.071 -5.221 889.740 0.006 82.125-80.5 12.277 -5.357 904.918 0.006 80.5-78.875 12.483 -5.497 920.096 0.006 78.875-77.25 12.689 -5.639 935.274 0.006 77.25-75.625 12.894 -5.785 950.451 0.006 75.625-74 13.100 -9.145 965.629 0.009 74-72.375 13.306 -9.331 980.807 0.010 72.375-70.75 13.512 -9.525 993.708 0.010 70.75-69.125 13.718 -9.726 1004.030 0.010 69.125-67.5 13.924 -9.933 1014.200 0.010 L3 67.5-66.4583 TP22.94x19.987x0.631 16.417 0.000 0.0 39.709 -10.169 1880.830 0.005 66.4583- 40.090 -10.372 1898.860 0.005 65.4167 65.4167- 40.470 -10.668 1916.900 0.006 64.375 64.375- 40.851 -10.875 1934.930 0.006 63.3333 63.3333- 41.232 -11.085 1952.970 0.006 62.2917 62.2917- 41.613 -11.296 1971.000 0.006 61.25 61.25- 41.993 -11.510 1989.040 0.006 60.2083 60.2083- 42.374 -11.725 2007.070 0.006 59.1667 59.1667- 42.755 -11.943 2025.110 0.006 58.125 58.125- 43.136 -12.163 2043.140 0.006 57.0833 57.0833- 43.516 -12.384 2061.180 0.006 56.0417 56.0417-55 43.897 -12.608 2079.210 0.006 55-51.0833 45.329 -7.142 2147.020 0.003 L4 55-51.0833 TP25.894x2I.798x0.625 22.750 0.000 0.0 44.054 -6.896 2098.870 0.003 51.0833- 44.433 -14.289 2116.940 0.007 50.037 50.037- 44.813 -14.528 2135.020 0.007 48.9907 48.9907- 45.192 -14.769 2153.090 0.007 Page Job tnx.Tower 78875.004.01 -Progress, OR(BU#874140) 18 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Ikantheti FAX:(918)295-0265 Section Elevation Size L L Kl/r A P. 4,P„ Ratio No. ft ft ft irr2 K K (hp,, 47.9444 47.9444- 45.571 -15.012 2171.160 0.007 46.8981 46.8981- 45.951 -15.257 2189.230 0.007 45.8519 45.8519- 46.330 -15.504 2207.300 0.007 44.8056 44.8056- 46.709 -15.753 2225.380 0.007 43.7593 43.7593- 47.089 -16.003 2243.450 0.007 42.713 42.713- 47.468 -16.256 2261.520 0.007 41.6667 41.6667- 47.847 -16.511 2279.590 0.007 40.6204 40.6204- 48.226 -16.767 2297.660 0.007 39.5741 39.5741- 48.606 -17.025 2315.730 0.007 38.5278 38.5278- 48.985 -17.285 2333.810 0.007 37.4815 37.4815- 49.364 -17.547 2351.880 0.007 36.4352 36.4352- 49.744 -17.811 2369.950 0.008 35.3889 35.3889- 50.123 -18.076 2388.020 0.008 34.3426 34.3426- 50.502 -18.344 2406.090 0.008 33.2963 33.2963- 50.882 -18.613 2424.170 0.008 32.25 L5 32.25- TP31.7x25.894x0.655 32.250 0.000 0.0 53.827 -19.039 2615.650 0.007 30.6375 4.8.2(1.03 CR)-5/19 30.6375- 54.440 -19.477 2645.390 0.007 29.025 4.8.2(1.03 CR)-5/18 29.025- 55.052 -19.920 2675.140 0.007 27.4125 4.8.2(1.03 CR)-5/17 27.4125-25.8 55.664 -20.368 2704.880 0.008 4.8.2(1.03 CR)-5/16 25.8-24.1875 56.276 -20.819 2734.630 0.008 4.8.2(1.03 CR)-5/15 24.1875- 56.888 -21.275 2764.370 0.008 22.575 4.8.2(1.03 CR)-5/14 22.575- 57.500 -21.734 2794.110 0.008 20.9625 4.8.2(1.03 CR)-5/13 20.9625- 58.112 -22.198 2823.860 0.008 19.35 4.8.2(1.03 CR)-5/12 19.35- 58.724 -22.666 2853.600 0.008 17.7375 4.8.2(1.03 CR)-5/11 17.7375- 59.336 23.138 2883.350 0.008 16.125 4.8.2(1.03 CR)-5/10 16.125- 59.949 -23.614 2913.090 0.008 tnxTower Job Page 78875.004.01 -Progress, OR(BU#874140) 19 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Ikantheti FAX:(918)295-0265 Section Elevation Size L L„ Kl/r A P„ iP„ Ratio No. P„ ft ft ft in2 K K dip „ 14.5125 4.8.2(1.03 CR)-5/9 14.5125-12.9 60.561 -24.095 2942.840 0.008 4.8.2(1.03 CR)-5/8 12.9-11.2875 61.173 -24.579 2972.580 0.008 4.8.2(1.03 CR)-5/7 11.2875- 61.785 -25.067 3002.320 0.008 9.675 4.8.2(1.03 CR)-5/6 9.675-8.0625 62.397 -25.560 3032.070 0.008 4.8.2(1.03 CR)-5/5 8.0625-6.45 63.009 -26.056 3061.810 0.009 4.8.2(1.03 CR)-5/4 6.45-4.8375 63.621 -26.556 3091.560 0.009 4.8.2(1.03 CR)-5/3 4.8375-3.225 64.233 -27.061 3121.300 0.009 4.8.2(1.03 CR)-5/2 3.225-1.6125 64.845 -27.569 3151.050 0.009 4.8.2(1.03 CR)-5 1.6125-0 65.457 -28.081 3180.790 0.009 4.8.2(1.03 CR)-5 Pole Bending Design Data Section Elevation Size M,� (t1I24. Ratio M„,, 4th'iv Ratio No. M„� _:Y_ ft kip-ft kip-ftOir kip- laP-f 4Mar Ll 116-115 TP14.14x11.26x0.188 0.107 113.810 0.001 0.000 113.810 0.000 115-114 0.215 117.510 0.002 0.000 117.510 0.000 114-113 2.281 121.270 0.019 0.000 121.270 0.000 113-112 3.478 125.089 0.028 0.000 125.089 0.000 112-111 4.729 128.968 0.037 0.000 128.968 0.000 111-110 6.035 132.905 0.045 0.000 132.905 0.000 110-109 7.516 136.902 0.055 0.000 136.902 0.000 109-108 9.018 140.958 0.064 0.000 140.958 0.000 108-107 10.602 145.072 0.073 0.000 145.072 0.000 107-106 12.252 149.247 0.082 0.000 149.247 0.000 106-105 13.959 153.480 0.091 0.000 153.480 0.000 105-104 15.726 157.773 0.100 0.000 157.773 0.000 104-103 17.552 162.124 0.108 0.000 162.124 0.000 103-102 19.438 166.536 0.117 0.000 166.536 0.000 102-101 21.386 171.006 0.125 0.000 171.006 0.000 101-100 23.395 175.536 0.133 0.000 175.536 0.000 L2 100-98.375 TP19.987x14.14x0.219 26.801 212.119 0.126 0.000 212.119 0.000 98.375-96.75 41.567 221.002 0.188 0.000 221.002 0.000 96.75-95.125 54.910 230.067 0.239 0.000 230.067 0.000 95.125-93.5 68.424 239.313 0.286 0.000 239.313 0.000 93.5-91.875 82.109 248.743 0.330 0.000 248.743 0.000 91.875-90.25 95.965 258.354 0.371 0.000 258.354 0.000 90.25-88.625 109.993 268.148 0.410 0.000 268.148 0.000 88.625-87 124.195 278.124 0.447 0.000 278.124 0.000 87-85.375 138.637 288.283 0.481 0.000 288.283 0.000 85.375-83.75 154.122 298.623 0.516 0.000 298.623 0.000 83.75-82.125 171.185 309.145 0.554 0.000 309.145 0.000 82.125-80.5 188.441 319.850 0.589 0.000 319.850 0.000 80.5-78.875 205.890 330.737 0.623 0.000 330.737 0.000 inx.T®wer Job Page 78875.004.01 -Progress, OR(BU#874140) 20 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Ikantheti FAX:(918)295-0265 . Section Elevation Size M„ 04.. Ratio M„0 41111„y Ratio No. M,„ Ma ft kip ft kip ft 4M lap-ft kip-Jt nr 78.875-77.25 223.533 341.806 0.654 0.000 341.806 0.000 77.25-75.625 241.370 353.058 0.684 0.000 353.058 0.000 75.625-74 268.328 364.492 0.736 0.000 364.492 0.000 74-72.375 300.792 376.108 0.800 0.000 376.108 0.000 72.375-70.75 333.427 387.018 0.862 0.000 387.018 0.000 70.75-69.125 366.231 397.064 0.922 0.000 397.064 0.000 69.125-67.5 399.201 407.176 0.980 0.000 407.176 0.000 L3 67.5-66.4583 TP22.94x19.987x0.631 420.451 731.166 0.575 0.000 731.166 0.000 66.4583- 441.829 745.477 0.593 0.000 745.477 0.000 65.4167 65.4167- 463.407 759.926 0.610 0.000 759.926 0.000 64.375 64.375- 485.115 774.514 0.626 0.000 774.514 0.000 63.3333 63.3333- 506.952 789.241 0.642 0.000 789.241 0.000 62.2917 62.2917- 528.919 804.107 0.658 0.000 804.107 0.000 61.25 61.25- 551.016 819.112 0.673 0.000 819.112 0.000 60.2083 60.2083- 573.243 834.258 0.687 0.000 834.258 0.000 59.1667 59.1667- 595.602 849.533 0.701 0.000 849.533 0.000 58.125 58.125- 618.092 864.958 0.715 0.000 864.958 0.000 57.0833 57.0833- 640.716 880.517 0.728 0.000 880.517 0.000 56.0417 56.0417-55 663.471 896.217 0.740 0.000 896.217 0.000 55-51.0833 388.119 956.483 0.406 0.000 956.483 0.000 L4 55-51.0833 TP25.894x21.798x0.625 362.262 916.692 0.395 0.000 916.692 0.000 51.0833- 773.952 932.767 0.830 0.000 932.767 0.000 50.037 50.037- 797.643 948.983 0.841 0.000 948.983 0.000 48.9907 48.9907- 821.452 965.333 0.851 0.000 965.333 0.000 47.9444 47.9444- 845.383 981.833 0.861 0.000 981.833 0.000 46.8981 46.8981- 869.433 998.467 0.871 0.000 998.467 0.000 45.8519 45.8519- 893.608 1015.242 0.880 0.000 1015.242 0.000 44.8056 44.8056- 917.900 1032.150 0.889 0.000 1032.150 0.000 43.7593 43.7593- 942.317 1049.208 0.898 0.000 1049.208 0.000 42.713 42.713- 966.858 1066.400 0.907 0.000 1066.400 0.000 41.6667 41.6667- 991.517 1083.733 0.915 0.000 1083.733 0.000 40.6204 40.6204- 1016.300 1101.208 0.923 0.000 1101.208 0.000 39.5741 39.5741- 1041.208 1118.817 0.931 0.000 1118.817 0.000 38.5278 38.5278- 1066.233 1136.575 0.938 0.000 1136.575 0.000 37.4815 37.4815- 1091.392 1154.467 0.945 0.000 1154.467 0.000 36.4352 36.4352- 1116.667 1172.500 0.952 0.000 1172.500 0.000 tnxTower Job Page 78875.004.01 -Progress,OR(BU#874140) 21 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Ikantheti FAX:(918)295-0265 Section Elevation Size M 0'i= Ratio M„y 4iMny Ratio No. M M.,, ft kip-ft kip-ftj kip-ft kip ftchmny 35.3889 35.3889- 1142.075 1190.667 0.959 0.000 1190.667 0.000 34.3426 34.3426- 1167.600 1208.983 0.966 0.000 1208.983 0.000 33.2963 33.2963- 1193.258 1227.433 0.972 0.000 1227.433 0.000 32.25 L5 32.25- TP3I.7x25.894x0.655 1232.992 1336.883 0.922 0.000 1336.883 0.000 30.6375 30.6375- 1272.942 1367.850 0.931 0.000 1367.850 0.000 29.025 29.025- 1313.092 1399.167 0.938 0.000 1399.167 0.000 27.4125 27.4125-25.8 1353.442 1430.833 0.946 0.000 1430.833 0.000 25.8-24.1875 1393.992 1462.867 0,953 0.000 1462.867 0.000 24.1875- 1434.750 1495.242 0.960 0.000 1495.242 0.000 22.575 22.575- 1475.700 1527.983 0.966 0.000 1527.983 0.000 20.9625 20.9625- 1516.842 1561.075 0.972 0.000 1561.075 0.000 19.35 19.35- 1558.183 1594.517 0.977 0.000 1594.517 0.000 17.7375 17.7375- 1599.717 1628.317 0.982 0.000 1628.317 0.000 16.125 16.125- 1641.442 1662.475 0.987 0.000 1662.475 0.000 14.5125 14.5125-12.9 1683.350 1696.983 0.992 0.000 1696.983 0.000 12.9-11.2875 1725.450 1731.842 0.996 0.000 1731.842 0.000 11.2875- 1767.733 1767.058 1.000 0.000 1767.058 0.000 9.675 9.675-8.0625 1810.192 1802.633 1.004 0.000 1802.633 0.000 8.0625-6.45 1852.850 1838.567 1.008 0.000 1838.567 0.000 6.45-4.8375 1895.700 1874.842 1.011 0.000 1874.842 0.000 4.8375-3.225 1938.733 1911.483 1.014 0.000 1911.483 0.000 3.225-1.6125 1981.942 1948.475 1.017 0.000 1948.475 0.000 1.6125-0 2025.317 1985.817 1.020 0.000 1985.817 0.000 Pole Shear Design Data Section Elevation Size Actual +t;, Ratio Actual cl)T„ Ratio No. V. Y„ T. T. ft K K rpV„ kip ft kip.t 4T„ Ll 116-115 TP14.14x11.26x0.188 0.079 250.382 0.000 0.000 230.771 0.000 115-114 0.135 254.387 0.001 0.000 238.274 0.000 114-113 1.174 258.392 0.005 0.002 245.898 0.000 113-112 1.227 262.397 0.005 0.002 253.642 0.000 112-111 1.281 266.403 0.005 0.002 261.505 0.000 111 -110 1.336 270.408 0.005 0.002 269.489 0.000 110-109 1.471 274.413 0.005 0.045 277.593 0.000 109-108 1.527 278.418 0.005 0.045 285.817 0.000 108-107 1.618 282.423 0.006 0.038 294.161 0.000 107-106 1.676 286.429 0.006 0.038 302.625 0.000 106-105 1.734 290.434 0.006 0.038 311.209 0.000 105-104 1.793 294.439 0.006 0.038 319.913 0.000 104-103 1.853 298.444 0.006 0.038 328.738 0.000 tnx L ®�{'V er Job Page 78875.004.01 -Progress, OR(BU#874140) 22 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)295-0265 Ikantheti Section Elevation Size Actual (1)V Ratto Actual tt)T Ratio No. V V T„ T„ ft K K 4i1/r kip-ll kip-ft AT 103-102 1.914 302.450 0.006 0.038 337.683 0.000 102-101 1.976 306.455 0.006 0.038 346.747 0.000 101-100 2.038 310.460 0.007 0.038 355.932 0.000 L2 100-98.375 TP19.987x14.14x0.219 2.144 368.981 0.006 0.038 430.111 0.000 98.375-96.75 8.155 376.570 0.022 0.359 448.123 0.001 96.75-95.125 8.261 384.159 0.022 0.359 466.503 0.001 95.125-93.5 8.367 391.748 0.021 0.359 485.253 0.001 93.5-91.875 8.473 399.337 0.021 0.359 504.373 0.001 91.875-90.25 8.579 406.926 0.021 0.359 523.862 0.001 90.25-88.625 8.686 414.514 0.021 0.359 543.721 0.001 88.625-87 8.793 422.103 0.021 0.358 563.948 0.001 87-85.375 8.959 429.692 0.021 0.002 584.546 0.000 85.375-83.75 10.447 437.281 0.024 0.690 605.513 0.001 83.75-82.125 10.566 444.870 0.024 0.690 626.850 0.001 82.125-80.5 10.686 452.459 0.024 0.690 648.556 0.001 80.5-78.875 10.805 460.048 0.023 0.691 670.632 0.001 78.875-77.25 10.925 467.637 0.023 0.691 693.077 0.001 77.25-75.625 11.046 475.226 0.023 0.691 715.891 0.001 75.625-74 19.940 482.815 0.041 1.811 739.075 0.002 74-72.375 20.048 490.404 0.041 1.810 762.628 0.002 72.375-70.75 20.154 496.854 0.041 1.809 784.753 0.002 70.75-69.125 20.259 502.014 0.040 1.808 805.122 0.002 69.125-67.5 20.362 507.102 0.040 1.807 825.625 0.002 L3 67.5-66.4583 TP22.94x19.987x0.631 20.467 940.415 0.022 1.807 1482.575 0.001 66.4583- 20.590 949.432 0.022 1.795 1511.592 0.001 65.4167 65.4167- 20.785 958.450 0.022 1.783 1540.892 0.001 64.375 64.375- 20.908 967.467 0.022 1.779 1570.475 0.001 63.3333 63.3333- 21.033 976.485 0.022 1.767 1600.333 0.001 62.2917 62.2917- 21.158 985.502 0.021 1.755 1630.475 0.001 61.25 61.25- 21.283 994.520 0.021 1.742 1660.900 0.001 60.2083 60.2083- 21.409 1003.540 0.021 1.730 1691.608 0.001 59.1667 59.1667- 21.535 1012.550 0.021 1.718 1722.600 0.001 58.125 58.125- 21.662 1021.570 0.021 1.705 1753.867 0.001 57.0833 57.0833- 21.790 1030.590 0.021 1.693 1785.417 0.001 56.0417 56.0417-55 21.918 1039.610 0.021 1.680 1817.250 0.001 55-51.0833 11.752 1073.510 0.011 0.874 1939.450 0.000 L4 55-51.0833 TP25.894x21.798x0.625 10.738 1049.440 0.010 0.793 1858.758 0.000 51.0833- 22.596 1058.470 0.021 1.619 1891.358 0.001 50.037 50.037- 22.710 1067.510 0.021 1.606 1924.233 0.001 48.9907 48.9907- 22.825 1076.540 0.021 1.594 1957.400 0.001 47.9444 47.9444- 22.941 1085.580 0.021 1.581 1990.842 0.001 46.8981 46.8981- 23.056 1094.620 0.021 1.569 2024.575 0.001 45.8519 45.8519- 23.172 1103.650 0.021 1.556 2058.583 0.001 44.8056 44.8056- 23.289 1112.690 0.021 1.543 2092.883 0.001 tnxT®wer Job Page 78875.004.01 -Progress, OR(BU#874140) 23 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Ikantheti FAX:(918)295-0265 Section Elevation Size Actual 4W Ratio Actual 4T Ratio No. V„ V„ T„ T„ ft K K 4W kip-ft kip-ft 4)T„ 43.7593 43.7593- 23.406 1121.720 0.021 1.530 2127.467 0.001 42.713 42.713- 23.523 1130.760 0.021 1.517 2162.325 0.001 41.6667 41.6667- 23.640 1139.800 0.021 1.504 2197.475 0.001 40.6204 40.6204- 23.758 1148.830 0.021 1.491 2232.900 0.001 39.5741 39.5741- 23.877 1157.870 0.021 1.478 2268.617 0.001 38.5278 38.5278- 23.995 1166.900 0.021 1.465 2304.617 0.001 37.4815 37.4815- 24.114 1175.940 0.021 1.451 2340.892 0.001 36.4352 36.4352- 24.233 1184.980 0.020 1.438 2377.458 0.001 35.3889 35.3889- 24.353 1194.010 0.020 1.424 2414.308 0.001 34.3426 34.3426- 24.473 1203.050 0.020 1.410 2451.433 0.001 33.2963 33.2963- 24.593 1212.080 0.020 1.396 2488.850 0.001 32.25 L5 32.25- TP31.7x25.894x0.655 24.729 1307.820 0.019 1.382 2710.783 0.001 30.6375 30.6375- 24.857 1322.700 0.019 1.382 2773.567 0.000 29.025 29.025- 24.984 1337.570 0.019 1.382 2837.067 0.000 27.4125 27.4125-25.8 25.110 1352.440 0.019 1.382 2901.292 0.000 25.8-24.1875 25.234 1367.310 0.018 1.381 2966.233 0.000 24.1875- 25.358 1382.180 0.018 1.381 3031.892 0.000 22.575 22.575- 25.480 1397.060 0.018 1.381 3098.267 0.000 20.9625 20.9625- 25.601 1411.930 0.018 1.381 3165.367 0.000 19.35 19.35• 25.721 1426.800 0.018 1.381 3233.183 0.000 17.7375 17.7375- 25.840 1441.670 0.018 1.381 3301.717 0.000 16.125 16.125- 25.958 1456.550 0.018 1.380 3370.975 0.000 14.5125 14.5125-12.9 26.075 1471.420 0.018 1.380 3440.942 0.000 12.9-11.2875 26.190 1486.290 0.018 1.380 3511.642 0.000 11.2875- 26.304 1501.160 0.018 1.380 3583.050 0.000 9.675 9.675-8.0625 26.418 1516.030 0.017 1.380 3655.183 0.000 8.0625-6.45 26.547 1530.910 0.017 1.387 3728.033 0.000 6.45-4.8375 26.658 1545.780 0.017 1.387 3801.600 0.000 4.8375-3.225 26.768 1560.650 0.017 1.387 3875.892 0.000 3.225-1.6125 26.876 1575.520 0.017 1.387 3950.892 0.000 1.6125-0 26.984 1590.400 0.017 1.387 4026.625 0.000 Pole Interaction Design Data tnxTOWer Job Page 78875.004.01 -Progress,OR(BU#874140) 24 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Ikantheti FAX:(918)295-0265 Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ M,, M,, 1/„ T, Stress Stress fl 4tP, � 4114 OV. (10n Ratio Ratio Ll 116-115 0.000 0.001 0.000 0.000 0.000 0.001 1.000 4.8.2 l,,✓ I/ 115-114 0.000 0.002 0.000 0.001 0.000 0.002 1.000 4.8.2 V' 114-113 0.001 0.019 0.000 0.005 0.000 0.020 1.000 4.8.2 l/ 113-112 0.001 0.028 0.000 0.005 0.000 0.029 1.000 4.8.2 V 112-111 0.001 0.037 0.000 0.005 0.000 0.038 1.000 4.8.2 f 111-110 0.001 0.045 0.000 0.005 0.000 0.046 1.000 4.8.2 le" 110-109 0.001 0.055 0.000 0.005 0.000 0.056 1.000 4.8.2 109-108 0.001 0.064 0.000 0.005 0.000 0.065 1.000 4.8.2 Y 108-107 0.001 0.073 0.000 0.006 0.000 0.074 1.000 4.8.2 d1 107-106 0.001 0.082 0.000 0.006 0.000 0.083 1.000 4.8.2 Y 106-105 0.001 0.091 0.000 0.006 0.000 0.092 1.000 4.8.2 105-104 0.001 0.100 0.000 0.006 0.000 0.101 1.000 48.2 104-103 0.001 0.108 0.000 0.006 0.000 0.110 1.000 4.8.2 V 103-102 0.001 0.117 0.000 0.006 0.000 0.118 1.000 4.8.2 b 102-101 0.001 0.125 0.000 0.006 0.000 0.126 1.000 4.8.2 V 101-100 0.001 0.133 0.000 0.007 0.000 0.135 1.000 4.8.2 V L2 100-98.375 0.001 0.126 0.000 0.006 0.000 0.128 1.000 4.8.2 V 98.375-96.75 0.005 0.188 0.000 0.022 0.001 0.194 1.000 4.8.2 V Y �/ 96.75-95.125 0.005 0.239 0.000 0.022 0.001 0.244 1.000 4.8.2 Y 95.125-93.5 0.005 0.286 0.000 0.021 0.001 0.291 1.000 4.8.2 93.5-91.875 0.005 0.330 0.000 0.021 0.001 0.336 1.000 4.8.2 91.875-90.25 0.005 0.371 0.000 0.021 0.001 0.377 1.000 4.8.2 Y 90.25-88.625 0.005 0.410 0.000 0.021 0.001 0.416 1.000 4.8.2 V 88.625-87 0.005 0.447 0.000 0.021 0.001 0.452 1.000 4.8.2 V V 87-85.375 0.005 0.481 0.000 0.021 0.000 0.487 1.000 4.8.2 V. Y 85.375-83.75 0.006 0.516 0.000 0.024 0.001 0.523 1.000 4.8.2 V mxTower Job Page 78875.004.01 -Progress,OR(BU#874140) 25 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle FAX:(918)295-0265 Ikantheti Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ Al. Mpy V. T Stress Stress ✓1 en 4)m x Au„,. 4V„ 4,T Ratio Ratio Y 83.75-82.125 0.006 0.554 0.000 0.024 0.001 0.560 1.000 4.8.2 V' V 82.125-80.5 0.006 0.589 0.000 0.024 0.001 0.596 1.000 4.8.2 1/ 80.5-78.875 0.006 0.623 0.000 0.023 0.001 0.629 1.000 4.8.2 V V 78.875-77.25 0.006 0.654 0.000 0.023 0.001 0.661 1.000 4.8.2 V 77.25-75.625 0.006 0.684 0.000 0.023 0.001 0.690 1.000 4.8.2 / 75.625-74 0.009 0.736 0.000 0.041 0.002 0.748 1.000 4.8.2 V 74-72.375 0.010 0.800 0.000 0.041 0.002 0.811 1.000 4.8.2 l+f 1/ 72.375-70.75 0.010 0.862 0.000 0.041 0.002 0.873 1.000 4.8.2 V VI 70.75-69.125 0.010 0.922 0.000 0.040 0.002 0.934 1.000 4.8.2 V V 69.125-67.5 0.010 0.980 0.000 0.040 0.002 0.992 1.000 4.8.2 V V ,/ L3 67.5-66.4583 0.005 0.575 0.000 0.022 0.001 0.581 1.000 4.8.2 Y V •, 66.4583- 0.005 0.593 0.000 0.022 0.001 0.599 1.000 4.8.2 Y 65.4167 1/ 65.4167- 0.006 0.610 0.000 0.022 0.001 0.616 1.000 4.8.2 V 64.375 / 64.375- 0.006 0.626 0.000 0.022 0.001 0.632 1.000 4.8.2 i/' 63.3333 / �/ 63.3333- 0.006 0.642 0.000 0.022 0.001 0.649 1.000 4.8.2 V 62.2917 V 62.2917- 0.006 0.658 0.000 0.021 0.001 0.664 1.000 4.8.2 b,'' 61.25 / 61.25- 0.006 0.673 0.000 0.021 0.001 0.679 1.000 4.8.2 V 60.2083 / �/ 60.2083- 0.006 0.687 0.000 0.021 0.001 0.693 1.000 4.8.2 Y 59.1667 / 59.1667- 0.006 0.701 0.000 0.021 0.001 0.707 1.000 4.8.2 / 58.125 v' 58.125- 0.006 0.715 0.000 0.021 0.001 0.721 1.000 4.8.2 V 57.0833 57.0833- 0.006 0.728 0.000 0.021 0.001 0.734 1.000 4.8.2 V 56.0417 / 56.0417-55 0.006 0.740 0.000 0.021 0.001 0.747. 1.000 4.8.2 V Y �/ 55-51.0833 0.003 0.406 0.000 0.011 0.000 0.409 1.000 48.2 t/ L4 55-51.0833 0.003 0.395 0.000 0.010 0.000 0.399 1.000 4.8.2 V 1/ �/ 51.0833- 0.007 0.830 0.000 0.021 0.001 0.837 1.000 4.8.2 V 50.037 V/ 50.037- 0.007 0.841 0.000 0.021 0.001 0.848 1.000 4.8.2 V Job Page tnx.Tower 78875.004.01 -Progress,OR(BU#874140) 26 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Ikantheti FAX:(918)295-0265 Section Elevation Ratio Ratio Ratio • Ratio Ratio Comb. Allow. Criteria No. Pu b1 Mu, V T Stress Stress ft 4P^ 4MilA4 v 4w 4T Ratio Ratio 48.9907 48.9907- 0.007 0.851 0.000 0.021 0.001 0.858 1.000 4.8.2 Y 47.9444 / -f 47.9444- 0.007 0.861 0.000 0.021 0.001 0.868 1.000 4.8.2 Y 46.8981 / 46.8981- 0.007 0.871 0.000 0.021 0.001 0.878 1.000 4.8.2 V 45.8519 10► 45.8519- 0.007 0.880 0.000 0.021 0.001 0.888 1.000 4.8.2 V 44.8056 44.8056- 0.007 0.889 0.000 0.021 0.001 0.897 1.000 4.8.2 43.7593 V/ 43.7593- 0.007 0.898 0.000 0.021 0.001 0.906 1.000 4.8.2 V 42.713 V 42.713- 0.007 0.907 0.000 0.021 0.001 0.914 1.000 4.8.2 41.6667 I✓ 41.6667- 0.007 0.915 0.000 0.021 0.001 0.923 1.000 4.8.2 t/ 40.6204 b/' 40.6204- 0.007 0.923 0.000 0.021 0.001 0.931 1.000 4.8.2 Y 39.5741 V 39.5741- 0.007 0.931 0.000 0.021 0.001 0.938 1.000 4.8.2 V 38.5278 38.5278- 0.007 0.938 0.000 0.021 0.001 0.946 1.000 4.8.2 V 37.4815 / 37.4815- 0.007 0.945 0.000 0.021 0.001 0.953 1.000 4.8.2 36.4352 ✓ 36.4352- 0.008 0.952 0.000 0.020 0.001 0.960 1.000 4.8.2 35.3889 35.3889- 0.008 0.959 0.000 0.020 0.001 0.967 1.000 4.8.2 / 34.3426 34.3426- 0.008 0.966 0.000 0.020 0.001 0.974 1.000 4.8.2 V 33.2963 i✓ �/ 33.2963- 0.008 0.972 0.000 0.020 0.001 0.980 1.000 4.8.2 Y 32.25 / L5 32.25- 0.007 0.922 0.000 0.019 0.001 0.930 1.000 4.8.2 V 30.6375 / 30.6375- 0.007 0.931 0.000 0.019 0.000 0.938 1.000 4.8.2 V 29.025 Y 29.025- 0.007 0.938 0.000 0.019 0.000 0.946 1.000 4.8.2 27.4125 ✓' 27.4125-25.8 0.008 0.946 0.000 0.019 0.000 0.954 1.000 4.8.2 / 25.8-24.1875 0.008 0.953 0.000 0.018 0.000 0.961 1.000 4.8.2 4/ V 24.1875- 0.008 0.960 0.000 0.018 0.000 0.968 1.000 4.8.2 / 22.575 to/ 22.575- 0.008 0.966 0.000 0.018 0.000 0.974 1.000 4.8.2 VI 20.9625 V 20.9625- 0.008 0.972 0.000 0.018 0.000 0.980 1.000 4.8.2 19.35 V 19.35- 0.008 0.977 0.000 0.018 0.000 0.985 1.000 4.8.2 V 17.7375 17.7375- 0.008 0.982 0.000 0.018 0.000 0.991 1.000 4.8.2 V Job Page tnxTower 78875.004.01 -Progress, OR(BU#874140) 27 of 27 B+T Group Project Date 1717 S.Boulder,Suite 300 11:51:20 12/03/15 • Tulsa,OK 74119 Client Designed by Phone:(918)587-4630 Crown Castle Ikantheti FAX:(918)295-0265 Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P. Mw May V„ T„ Stress Stress fl 4tP„ 04„., OM, 4w, 4)T„ Ratio Ratio 16.125 to 16.125- 0.008 0.987 0.000 0.018 0.000 0.996 1.000 4.8.2 b/ 14.5125 14.5125-12.9 0.008 0.992 0.000 0.018 0.000 1.000 X 1.000 4.8.2 X 12.9-11.2875 0.008 0.996 0.000 0.018 0.000 1.005 X 1.000 4.8.2 X 11.2875- 0.008 1.000 0.000 0.018 0.000 1.009 X 1.000 4.8.2 X 9.675 9.675-8.0625 0.008 1.004 0.000 0.017 0.000 1.013 X 1.000 4.8.2 X 8.0625-6.45 0.009 1.008 0.000 0.017 0.000 1.017 X 1.000 4.8.2 X 6.45-4.8375 0.009 1.011 0.000 0.017 0.000 1.020 X 1.000 4.8.2 X 4.8375-3.225 0.009 1.014 0.000 0.017 0.000 1.023 X 1.000 4.8.2 X 3.225-1.6125 0.009 1.017 0.000 0.017 0.000 1.026 X 1.000 4.8.2 X 1.6125-0 0.009 1.020 0.000 0.017 0.000 1.029 X 1.000 4.8.2 X Section Capacity Table Section Elevation Component Size Critical P oPabw % Pass No. fl Type Element K K Capacity Fail Ll 116-100 Pole TP14.14x11.26x0.188 1 -0.873 620.920 ** ** L2 100-67.5 Pole TP19.987x14.14x0.219 2 -9.933 1014.200 ** ** L3 67.5-51.0833 Pole TP22.94x19.987x0.631 3 -12.608 2079.210 ** ** L4 51.0833-32.25 Pole TP25.894x21.798x0.625 4 -18.613 2424.170 ** ** L5 32.25-0 Pole TP31.7x25.894x0.655 5 -28.081 3180.790 ** ** Summary Pole(L5) ** ** RATING= ** ** ** Please see the attached calculations at the end. Program Version 6.1.4.1 //, Vjr APPENDIX B BASE LEVEL DRAWING INSTALLED) 6) 1-5/8' TO 114 FT LEVEL (PROPOSED) (1) 1/2' TO 65 FT LEVEL (4) 1-1/4" TO 75 FT LEVEL . ' A A 4 • 1 (INSTALLED) ••• (18) 7/8' TO 97 FT LEVEL (1) 1-1/4" TO 97 FT LEVEL (INSTALLED) / / _\\ \\ •% (1) 3/8' TO 114 FT LEVEL / / \ \ I I cCtly o, I I I 1 Q 1 I \ / / / /\ ----- /my (INSTALLED-BUNDLED IN (3) 2' CONDUITS) riii (6) 5/16' TO 85 FT LEVEL (2) 1/2' TO 85 FT LEVEL BUSINESS UNIT: 874140 1.1 irg APPENDIX C ADDITIONAL CALCULATIONS St gat ; a1, HBooa Ito. m- 5 46 d d j000c000eo � ^tea it S gsgttg gg } t=§1.1 144'44S444 1.00000000 aQ :� aY .14e as Zt 10 v.0000000 ilige“! g )41T*22 I ag ms 1 ��| ! ], )m,a III t t! s I! kik iiii ] m@R ; 1,11..6 j I 11 t {/ H2 // H. 1Sq §1 � \ |t.|i | „!, •||!| | -- /!! | --•• I | !!!i . | ._.. 11, §; ,m, /|| • E § §� bA /10 . q Vince gp (nom, ,!. !IMP! 19E3!7 )• r 1V1' :i,( B (§ d ii14 H! [m gq §%Q till% II D§ p:&Q )' |&( | },y mN N| ;21 ° ! 11211 1 pB &ƒm I /mz 111 { ti b] @' » )g ;111.1,q11 11v 112,11 Q ' . . | 1 A!{® | § e: | 141.1.4h. !II § M !1 1 [7. d rmw I I 11 \ «& ! }� / I | !| ! | [r\ Reinl Flats(Used for relative orientation only.Actual flat numbers may vary.) Bottom Top Qty Model Position TorT&C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 0 32.25 4:FP-065125 F T&C 1 1 1 1 ;!i','-e.:'' ::;;-'1, -' >i>'.;�a._b,° 32.25 675 4:FP-060100 F T&C 1 1 1 1 ,,. .... ,, - '" `„,�-"" �a�. : ,, "� "mss F T&C 9: 4,' .s&. F T&C ___ _ -ms's._ __ _ _ -"--_ F T&C F T&C F T&C F T&C fit-,-.r Rei n2 Bottom Top Qty Model Position TorT&C 0 F T&C u ”' `. . F T&C �& =xp:- F T&C F T&C i .-5,-',i F T&C ,: - , F T&C - _ F T&C - - F T&C F T&C ..:1„,„-,•,6,1 br , yid FR,_"` A.�y--;y'a ;`; Rein3 Bottom Top Qty Model Position TorT&C • F T&C r '- ,? 0 F T&C F T&C F T&C1 ', a 4'h:: 1:r ) ; 0 ! -. 0; I'!! - !1a_, . 1{222 II{/ k}} ) ) !}*k I {2 t3 j|1!! At" „ $|t|■ .I -- � ss » i-; i I-B § !!}^ 11. a a ll ■; #" k ! }!! - 7 }!] { f$§; \ 0. § / ■e 22 } | Anchor Rod Information for TIA/EIA-222-F and TIA-222-G-2 Site Information Base Reactions Design Information_ ID: 874140 AeroSolutlons LLC Moment: 2025 ft-kip TIA Code: G Name: Progress ........ Axial:4111 28 kip ASIF: 1.000 App.#: 322464 Rev.1 optimizing Your Tower Infrastructure Shear: 27 kip Failure: 105% Base Plate Type: Circular eta Factor: 0.50 Original Anchor Rod Data First Added Anchor Rod Data Second Added Anchor Rod Data Third Added Anchor Rod Data Quantity: 8 Quantity: 3 Quantity: Quantity: Diameter: 2.25 in Diameter: 1.75 in Diameter: in Diameter: in Material: A615 GR 75 Material: F1554 GR 105 Material: Material: Bolt Circle: 39.3 in Bolt Circle: 45.8 in Bolt Circle: in Bolt Circle: in Bolt Spacing: in Bolt Group Area: 31.81 inz Bolt Group Area: 7.22 in' Bolt Group Area: 0.00 in' Bolt Group Area: 0.00 in= Bolt Group MOIx: 6150 in` Bolt Group MOIx: 1628 in' Bolt Group MOIx: 0 in' Bolt Group MOIx: 0 in' Reactions Seen by Original AR Group Reactions Seen by First Added AR Group Reactions Seen by Second Added AR Group Reactions Seen by Second Added AR Group Moment: 1601.4 kip-ft Moment: 423.9 kip-ft Moment: 0.0 kip-ft Moment: 0.0 kip-ft Axial: 28.1 kip Axial: 0.0 kip Axial: 0.0 kip Axial: 0.0 kip Shear: 27.0 kip Shear: 0.0 kip Shear: 0.0 kip Shear: 0.0 kip Original AR Capacity Check First Added AR Capacity Check Second Added AR Capacity Check Second Added AR Capacity Check Combined Load: 258.2 kip Combined Load: 162.4 kip Combined Load: 0.0 kip Combined Load: 0.0 kip Allowable load: 259.8 kip Allowable load: 189.9 kip Allowable load: 0.0 kip Allowable load: 0.0 kip AR Capacity: 99.4% .,•• AR Capacity: 85.5% AR Capacity: 0.0% AR Capacity: 0.0% Stiffened or Unstiffened, Ungrouted, Circular Base Plate - Any Rod Material TIA Rev G Assumption: Clear space between bottom of leveling nut and top of concrete not exceeding (1)*(Rod Diameter) Site Data Reactions BU#: 874140 Mu: 1601.4358 ft-kips Site Name: Progress Axial, Pu: 28.0811 kips App#: 322464 Rev. 1 Shear,Vu: 26.983568 kips Pole Manufacturer:) Other Eta Factor, ri 0.5 TIA G(Fig. 4-4) Anchor Rod Data If No stiffeners,Criteria: I AISC LRFD <-Only Applcable to Unstiffened Cases Qty: 8 Diam: 2.25 in Rod Material: A615-J Anchor Rod Results Rigid Strength (Fu): 100 ksi Max Rod (Cu+ Vu/ri): 254.6 Kips AISC LRFD Yield (Fy): 75 ksi Allowable Axial, m*Fu*Anet: 260,0 Kips c"7n Bolt Circle: 39.32 in Anchor Rod Stress Ratio: 97.9% Plate Data Diam. 45.32 in Base Plate Results Flexural Check Rigid Thick. 2.25 in Base Plate Stress: 36.0 ksi AISC LRFD Grade: 60 _ksi Allowable Plate Stress: 54.0 ksi q"Fy Single-Rod B-eff: 12.74 'in Base Plate Stress Ratio: 66.7% Y.L.Length: 23.26 Stiffener Data(Welding at both sides) Config: 0 * Stiffener Results Weld Type: Horizontal Weld : n/a Groove Depth: in** Vertical Weld: n/a Groove Angle: degrees Plate Flex+Shear,fb/Fb+(fv/Fv)^2: n/a Fillet H. Weld: <--Disregard Plate Tension+Shear,ft/Ft+(fv/Fv)^2:n/a Fillet V. Weld: in Plate Comp. (AISC Bracket): n/a Width: in Height: in Pole Results Thick: in Pole Punching Shear Check: n/a Notch: in Grade: ksi Weld str.: ksi Pole Data Diam: 31.7 in Thick: 0.28125 in Grade: 65 ksi #of Sides: 12 "0"IF Round Fu 80 ksi Reinf. Fillet Weld 0 "0" if None " 0=none,1 =every bolt,2=every 2 bolts,3=2 per bolt ""Note;for complete joint penetration groove welds the groove depth must be exactly 112 the stiffener thickness for calculation purposes CClplate 1.5-Circular Base G 1.3, Effective March 19, 2012 Analysis Date: 12/3/2015 Stiffened or Unstiffened, Exterior Flange Plate - Any Bolt Material TIA Rev G Reactions Bolt Threads: Site Data Mu 23.395 ft-kips X-Excluded BU#: 874140 Axial, Pu: 0.872 kips pVn=cp(0.55*Ab*Fu) Site Name: Progress, OR Shear, Vu: 2.037 kips cp=0.75, cp*Vn (kips): App#: 322464 Rev. 1 Elevation: 100 feet 38.88 Pole Manufacturer:1 Other If No stiffeners,Criteria: j TIA G <-Only Applcable to Unstiffened Cases Flange Bolt Results Rigid Bolt Data _ Bolt Tension Capacity, 9*Tn,B1: 54.54 kips cp*Tn Qty: 10 Adjusted cp*Tn (due to Vu=Vu/Qty), B: 54.54 kips pTn((1-(Vu/cVn)"2]^0.5 Diameter(in.): 1 Bolt Fu: 120 Max Bolt directy applied Tu: 6.24 Kips Bolt Material: A325 Bolt Fy: 92 Min. PL"tc"for B cap. wlo Pry: 1.193 in N/A: <--Disregard Min PL"treq"for actual T w/Prv: 0.304 in N/A: <--Disregard Min PL"t1" for actual T w/o Pry: 0.403 in Circle(in.): 17.75 T allowable w/o Prying: 54.54 kips a'<0 case Prying Force, q: 0.00 kips Plate Data Total Bolt Tension=Tu+q: 6.24 kips Diam 20.375 in Non-Prying Bolt Stress Ratio, Tu/B: 11.4% - Thick, t: 1.5 in Grade(Fy): 36 ksi Exterior Flange Plate Results Flexural Check Rigid Strength, Fu: 50 ksi Compression Side Plate Stress: 2.8 ksi TIA G Single-Rod B-eff: 4.55 in Allowable Plate Stress: 32.4 ksi p*Fy Compression Plate Stress Ratio: 8.6% Past Comp.Y.L.Length: Stiffener Data Welding at Both Sides) No Prying 10.73 Config: 0 * Tension Side Stress Ratio, (treq/t)^2: 4.1% Pass Weld Type: Groove Depth: in ** n/a Groove Angle: degrees Stiffener Results Fillet H. Weld: <--Disregard Horizontal Weld : n/a Fillet V. Weld: in Vertical Weld: n/a Width: in Plate Flex+Shear,fb/Fb+(fv/Fv)^2: n/a Height: in Plate Tension+Shear,ft/Ft+(fv/Fv)^2: n/a Thick: in Plate Comp. (AISC Bracket): n/a Notch: in Pole Results Grade: ksi Pole Punching Shear Check: n/a Weld str.: ksi Pole Data Diam: 14.14 in Thick: 0.1875 in Grade: 65 ksi #of Sides: 12 °o°IF Round Fu 80 ksi Reinf. Fillet Weld 0 "0" if None *0=none, 1 =every bolt,2=every 2 bolts,3=2 per bolt **Note:for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CCIplate 1.5 -Ext Flange G 1.3, Effective March 19, 2012 Analysis Date: 12/3/2015 CCI Foundation Tool Suite-Monopole Pier CCIFTS 1.2.108.14286-Phase 1-2 Date: 12/3/2015 BU: 874140 Site Name_ Progress,OR CROWN App Number: _ 322464 Rev.1 CASTLE Work Order: 1161709 r Monopole Drilled Pier Input 3'C.C. Criteria TIA Revision: G ACI 318 Revision: 2008 Seismic Category: D Forces I Compression 28 kips Shear 27 kips Moment 2025 k-ft Swelling Force 0 kips Foundation Dimensions Pier Diameter: 5 ft e5 Tie Size Ext.above grade: 1 ft Depth below grade: 25 ft (20)-#10 ZO Material Properties N ry Number of Rebar: 20 Rebar Size: 10 Tie Size 5 Rebar tensile strength: 60 ksi Concrete Strength: 4000 psi Ultimate Concrete Strain 0.003 in/in Clear Cover to Ties: 3 in V V Soil Profile: Soil 4 5 Ultimate Ultimate Ultimate Friction Uplift Skin Comp.Skin Bearing Thickness From To Unit Weight Cohesion Angle Friction Friction Capacity SPT'N' Layer (ft) (ft) (ft) (pcf) (psf) (deg) (ksf) (ksf) (ksf) Counts 1 2.5 0 2.5 55 0 0 0 0 2 2.5 2.5 S 60 32 0 3 15 5 20 60 31 0 4 5 20 25 60 34 33 Analysis Results Concrete/Steel Check Soil Lateral Capacity Mu(from soil analysis) 2178.58 k-ft Depth to Zero Shear: 6.26 ft 4iMn 2780.61 k-ft Max Moment,Mu: 2178.58 k-ft RATING: 78.3% Soil Safety Factor: 1.67 Safety Factor Req'd: 1.33 RATING: 79.5% rho provided 0.90 rho required 0.50 OK Soil Axial Capacity Skin Friction(k): 94.75 kips Rebar Spacing 6.82 End Bearing(k): 290.85 kips Spacing required 20,32 OK Comp.Capacity(k),4)Cn: 385.60 kips Comp.(k),Cu: 28.00 kips RATING: 7.3% Dev.Length required 18,49 Dev.Length provided 48.19 OK Overall Foundation Rating: 79.5% Page 1 of 1