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Home My WebLink AboutStructural Analysis Date: October 17, 2022 Tower Engineering Professionals 326 Tryon Road Raleigh, NC 27603 (919) 661-6351 Subject: Structural Analysis Report Carrier Designation: Site Number: L113158C Site Name: NY33XC688 Crown Castle Designation: BU Number: 843211 Site Name: Mattituck JDE Job Number: 716566 Work Order Number: 2162673 Order Number: 616392 Rev. 0 Engineering Firm Designation: TEP Project Number: 218919.750811 Site Data: 415 Elijahs Lane, Mattituck, Suffolk County, NY 11952 Latitude 40059'57.79", Longitude -72030'40.17" 107.5 Foot- Monopole Tower Tower Engineering Professionals 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 128 mph as required by the 2020 New York State Uniform Code. Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria. Structural analysis prepared by: Jonathan D. Bushwty, P.E. / PHX Respectfully submitted by: �� K. pp Matthew K. Lackey, P.E. 09428� '-SSA � Electronic G October 17, 2022 107.5-ft Monopole Tower Structural Analysis Report CCI BU No 843211 TEP Project Number 218919.750811, Order 616392, 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 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations tnxTower Report-version 8.1.1.0 October 17, 2022 107.5-ft Monopole Tower Structural Analysis Report CCI BU No 843211 TEP Project Number 218919.750811, Order 616392, Revision 0 Page 3 1) INTRODUCTION This tower is a 107.5-ft monopole tower designed by Paul J. Ford & Company. The tower has been modified per reinforcement drawings prepared by Paul J. Ford & Company in April of 2019. 2) ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 128 mph Exposure Category: C Topographic Factor: 1.0 Ice Thickness: 1.0 in Wind Speed with Ice: 50 mph Service Wind Speed: 60 mph Table 1 - Proposed Equipment Configuration Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size (in) (ft) 3 Ericsson AIR 6419 B41_TMO w/ Mount Pipe F 3 RFS Celwave APXVLLI F9P_43-C-A20_TMO w/ Mount Pipe 108.0 APXVAALL24_43-U- 107.0 RFS Celwave NA20_TMO w/Mount Pipe 3 1-5/8 Ericsson RADIO 4460 132/1325 B66_TMO �� Ericsson Radio 4480_TMOV2 11 07.0 Tower Mounts Platform Mount [LP 303-1_HR-1] Table 2- Other Considered Equipment Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size (in) (ft) 9 Commscope NNHH-65A-R4 w/ Mount Pipe 1 3 Nokia BAND 5 AHCA RRH4X40 �� Nokia AHLBA 4 3/8 98.0 98.0 I�1 Alcatel Lucent B25 RRH4X30 2 3/4 I L Raycap I DC6-48-60-18-8F 2 7/8 Alcatel Lucent-1 RRH4X25-WCS 12 1-5/8 F—1 —F—Tower Mounts Platform Mount [LP 1201-1_HR-1] JMA Wireless MX08FRO665-21 w/Mount Pipe Fujitsu I TA08025-13605 88.0 88.0 F—3 Fujitsu I TA08025-13604 1 1-3/8 Raycap I RDIDC-9181-PF-48 Tower Mounts I Commscope MC-PK8-DSH tnxTower Report-version 8.1.1.0 October 17, 2022 107.5-ft Monopole Tower Structural Analysis Report CCI BU No 843211 TEP Project Number 218919.750811, Order 616392, Revision 0 Page 4 Center Number F_ Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size (in) (ft) _ 4 CSS X7CQAP-465-VRO I 2 CSS X7CAP-FRO-440-VRO Samsung Telecom. RFV01 U-D1 A 78.0 78.0 � SamsungTelecom. RFV01U-D2A 12 3 Raycap RXXDC-3315-PF-48 3 1--1 1//4 Tower Mounts Platform Mount [LP 301-1_KCKR] F62. Remec S20057A1 Ericsson I RRUS 11 B2 Ericsson I AIR 21 134A 132P w/ Mount Pipe 61.0 APXVAARR24_42-U-1 2 1-5/8 61.0 F RFS Celwave w/ Mount Pipe 6 7/8 Ericsson F RADIO 4449 1312/1371 F Tower Mounts T-Arm Mount [TA 702-3] 3) ANALYSIS PROCEDURE Table 3- Documents Provided Document Reference Source Geotechnical Report 4840866 CCISites Tower Foundation Drawings 4840859 CCISites Tower Manufacturer Drawings 4840867 CCISites Tower Reinforcement Drawings 8373363 CCISites Post-Modification Inspection 8838719 CCISites 3.1) Analysis Method tnxTower (version 8.1.1.0), 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. Tower Engineering Professionals should be notified to determine the effect on the structural integrity of the tower. tnxTower Report-version 8.1.1.0 October 17, 2022 107.5-ft Monopole Tower Structural Analysis Report CCI BU No 843211 TEP Project Number 218919.750811, Order 616392, Revision 0 Page 5 4) ANALYSIS RESULTS Table 4-Section Capacity(Summary)',z Elevation(ft) Co Type ent Size Critical Element %Capacity Pass/Fail 107.5- 102.5 Pole TP24.801 x24x0.2188 I Pole I 5.6% Pass r102.5-97.5 I Pole I TP25.602x24.801 x0.2188 Pole 11.3% Pass 97.5-92.5 Pole TP26.403x25.602x0.2188 Pole 19.6% Pass 92.5-87.5 Pole TP27.203x26.403x0.2188 Pole 28.0% Pass 87.5-82.5 Pole TP28.004x27.203x0.2188 Pole 37.8% Pass 82.5-77.5 Pole TP28.805x28.004x0.2188 Pole 47.7% Pass 77.5-75.5 Pole TP29.726x28.805x0.2188 Pole 52.3% Pass 75.5-70.5 Pole TP29.489x28.688x0.25 Pole 54.4% Pass 70.5-65.5 Pole TP30.289x29.489x0.25 Pole 63.0% Pass 65.5-60.5 Pole TP31.09x30.289x0.25 Pole 71.4% Pass 60.5-55.5 Pole TP31.891 x31.09x0.25 Pole F 80.1% Pass 55.5-53.58 Pole TP32.198x31.891 x0.25 Pole 83.2% Pass 53.58-53.33 Pole+Reinf. TP32.238x32.198x0.4188 Reinf.4 Tension Rupture 69.0% Pass 53.33-48.33 Pole+Reinf. TP33.039x32.238x0.4125 Reinf.4 Tension Rupture 75.6% Pass 48.33-43.33 Pole+Reinf. TP33.84x33.039x0.4125 Reinf.4 Tension Rupture F 81.9% Pass 43.33-40 Pole+Reinf. TP35.094x33.84x0.4063 Reinf.4 Tension Rupture F 85.9% Pass 40-35 Pole TP34.674x33.873x0.3125 Pole 78.9% Pass 35-30 Pole TP35.475x34.674x0.3125 Pole 83.2% Pass 30-27.75 Pole TP35.835x35.475x0.3125 Pole F 85.1% Pass 27.75-27.5 Pole+Reinf. TP35.875x35.835x0.5125 Reinf.3 Tension Rupture 74.4% Pass 27.5-22.5 Pole+Reinf. TP36.676x35.875x0.5 Reinf.3 Tension Rupture 78.0% Pass 22.5- 17.5 Pole+Reinf. TP37.477x36.676x0.5 Reinf.3 Tension Rupture 81.4% Pass 17.5- 12.5 Pole+Reinf. TP38.278x37.477x0.4938 Reinf.3 Tension Rupture 84.6% Pass 12.5-7.5 Pole+Reinf. TP39.079x38.278x0.4875 Reinf.3 Tension Rupture 87.6% Pass 7.5-3.92 Pole+Reinf. TP39.652x39.079x0.4875 Reinf.3 Tension Rupture 89.6% Pass 3.92-3.67 Pole+Reinf. TP39.692x39.652x0.7625 Reinf.3 Tension Rupture 62.1% Pass 3.67-3.25 Pole+Reinf. TP39.759x39.692x0.7625 Reinf.3 Tension Rupture 62.3% Pass 3.25-3 Pole+Reinf. TP39.799x39.759x0.4938 Reinf. 1 Compression 84.5% Pass 3-0 Pole+Reinf. TP40.28x39.799x0.5 Reinf. 1 Compression F 85.9% Pass Summary Pole F 85.1% Pass Reinforcement 89.6% Pass Overall F 89.6% Pass tnxTower Report-version 8.1.1.0 October 17, 2022 107.5-ft Monopole Tower Structural Analysis Report CCI BU No 843211 TEP Project Number 218919.750811, Order 616392, Revision 0 Page 6 Table 5-Tower Component Stresses vs. Capacity- LC7 Notes Component Elevation (ft) %Capacity Pass/Fail 1,2 Anchor Rods - 78.1 Pass 1,2 Base Plate - 85.9 Pass 1,2 Base Foundation Structural - 73.6 Pass 1,2 Base Foundation Soil Interaction - 89.5 Pass Structure Rating (max from all components) = 89.6% Notes: 1) See additional documentation in"Appendix C-Additional Calculations"for calculations supporting the%capacity listed. 2) Rating per TIA-222-H Section 15.5 4.1) Recommendations 1) The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. tnxTower Report-version 8.1.1.0 October 17, 2022 107.5-ft Monopole Tower Structural Analysis Report CCI BU No 843211 TEP Project Number 218919.750811, Order 616392, Revision 0 Page 7 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 8.1.1.0 MATERIAL STRENGTH 107.5 ft GRADE Fy Fu GRADE Fy Fu A607-60 60 ksi 75 ksi A607-65 65 ksi 80 ksi 102.5 ft TOWER DESIGN NOTES 1. Tower is located in Suffolk County,New York. 2. Tower designed for Exposure C to the TIA-222-H Standard. 97.5 ft 3. Tower designed for a 128 mph basic wind in accordance with the TIA-222-H Standard. 4. Tower is also designed for a 50 mph basic wind with 1.00 in ice.Ice is considered to increase PW in thickness with height. 5. Deflections are based upon a 60 mph wind. 92.5 ft 6. Tower Risk Category II. 7. Topographic Category 1 with Crest Height of 0.00 ft a a N 8. Equivalent Thickness Model 875ft 9. TOWER RATING:89.6% a 82.5 ft a 77.5 ft a 71.8 ft a 70.5 ft 0 a 65.5 ft a a 60.5 ft a a 55.5 ft m m 53.6 ft a 48.3 ft N a 43.3 ft a a a 35.5 ft a m y 30.0 ft era 27.8 ft T e ALL REACTIONS ARE FACTORED zzs n AXIAL 56 K 0 17.5 ft SHEAR MOMENT a N ¢ 7 K 547 kip-ft 12.5 ft TORQUE 1 kip-ft 50 mph WIND-1.0000 in ICE a N a 7.5 ft AXIAL 39 K 3.9 ft SHEAR' \ MOMENT 29 K �� "'�� i 2388 kip-ft 0.0 ft m a TORQUE 5 kip-ft REACTIONS-128 mph WIND m - Tower Engineering Professionals in Mattituck(BU 843211) 326 Tryon Road Project:TEP No.218919.750811 Client: Drawn by: App'd: Raleigh, NC 27603 Crown Castle JDB Tower Engineering Professionals Phone: 919 661-6351 code: TIA-222-H Data:09/29/22 scale: NITS FAX: 919 661-6350 Path:c:�cMRP�M3211 MattituckV-Towe M3211 2162673 Lc4 EQT.er;Dwg No.E-1 tnxTower Job Page Mattituck(BU 843211) 1 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX (919)661-6350 ��B 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 Suffolk County,New York. Tower base elevation above sea level: 29.00 ft. Basic wind speed of 128 mph. Risk Category II. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height: 0.00 ft. Nominal ice thickness of 1.0000 in. Ice thickness is considered to increase with height. Ice density of 56.00 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50'F. Deflections calculated using a wind speed of 60 mph. Equivalent Thickness Model. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Tower analysis based on target reliabilities in accordance with Annex S. Load Modification Factors used: K,s(Fw)=0.95, K�Jt,)=0.85. Maximum demand-capacity ratio is: 1.05. Local bending stresses due to climbing loads,feed line supports, and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Diagonals -\1 Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification -\1 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 -\1 Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice -\1 Bypass Mast Stability Checks -\1 Consider Feed Line Torque Always Use Max Kz Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile Project Wind Area of Appurt. Use TIA-222-H Bracing Resist.Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC.6D+W Combination Poles Secondary Horizontal Braces Leg Sort Capacity Reports By Component -\1 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 tnxTower Job Page Mattituck(BU 843211) 2 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B 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 107.50-102.50 5.00 0.00 18 24.0000 24.8008 02188 0.8750 A607-60 (60 ksi) L2 102.50-97.50 5.00 0.00 18 24.8008 25.6017 02188 0.8750 A607-60 (60 ksi) L3 97.50-92.50 5.00 0.00 18 25.6017 26.4025 02188 0.8750 A607-60 (60 ksi) L4 92.50-87.50 5.00 0.00 18 26.4025 272034 02188 0.8750 A607-60 (60 ksi) L5 87.50-82.50 5.00 0.00 18 272034 28.0042 02188 0.8750 A607-60 (60 ksi) L6 82.50-77.50 5.00 0.00 18 28.0042 28.8050 02188 0.8750 A607-60 (60 ksi) L7 77.50-71.75 5.75 3.75 18 28.8050 29.7260 02188 0.8750 A607-60 (60 ksi) L8 71.75-70.50 5.00 0.00 18 28.6879 29.4886 02500 1.0000 A607-60 (60 ksi) L9 70.50-65.50 5.00 0.00 18 29.4886 302894 02500 1.0000 A607-60 (60 ksi) L10 65.50-60.50 5.00 0.00 18 302894 31.0902 02500 1.0000 A607-60 (60 ksi) Lll 60.50-55.50 5.00 0.00 18 31.0902 31.8909 02500 1.0000 A607-60 (60 ksi) L12 55.50-53.58 1.92 0.00 18 31.8909 32.1984 02500 1.0000 A607-60 (60 ksi) L13 53.58-5333 025 0.00 18 32.1984 322385 0.4188 1.6750 A607-60 (60 ksi) L14 5333-4833 5.00 0.00 18 322385 33.0392 0.4125 1.6500 A607-60 (60 ksi) L15 4833-4333 5.00 0.00 18 33.0392 33.8400 0.4125 1.6500 A607-60 (60 ksi) L16 4333-35.50 7.83 4.50 18 33.8400 35.0940 0.4063 1.6250 A607-60 (60 ksi) L17 35.50-35.00 5.00 0.00 18 33.8733 34.6741 03125 12500 A607-65 (65 ksi) L18 35.00-30.00 5.00 0.00 18 34.6741 35.4750 03125 12500 A607-65 (65 ksi) L19 30.00-27.75 225 0.00 18 35.4750 35.8354 03125 12500 A607-65 (65 ksi) L20 27.75-27.50 025 0.00 18 35.8354 35.8754 0.5125 2.0500 A607-65 (65 ksi) L21 27.50-22.50 5.00 0.00 18 35.8754 36.6762 0.5000 2.0000 A607-65 (65 ksi) L22 22.50-17.50 5.00 0.00 18 36.6762 37.4771 0.5000 2.0000 A607-65 (65 ksi) L23 17.50-12.50 5.00 0.00 18 37.4771 382779 0.4938 1.9750 A607-65 (65 ksi) L24 12.50-7.50 5.00 0.00 18 382779 39.0787 0.4875 1.9500 A607-65 (65 ksi) L25 7.50-3.92 3.58 0.00 18 39.0787 39.6521 0.4875 1.9500 A607-65 (65 ksi) L26 3.92-3.67 025 0.00 18 39.6521 39.6922 0.7625 3.0500 A607-65 (65 ksi) L27 3.67-325 0.42 0.00 18 39.6922 39.7595 0.7625 3.0500 A607-65 (65 ksi) L28 325-3.00 025 0.00 18 39.7595 39.7995 0.4938 1.9750 A607-65 (65 ksi) L29 3.00-0.00 3.00 18 39.7995 402800 0.5000 2.0000 A607-65 (65 ksi) tnxTower Job Page Mattituck(BU 843211) 3 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Tapered Pole Properties Section Tip Dia. Area I r C I/C J It/Q tic tic/t in in' in in in in3 in in' in L1 243365 16.5116 1179.7676 8.4423 12.1920 96.7657 2361.0876 82574 3.8390 17.55 25.1497 17.0677 1303.0131 8.7266 12.5988 103.4234 2607.7408 8.5354 3.9799 18.194 L2 25.1497 17.0677 1303.0131 8.7266 12.5988 103.4234 2607.7408 8.5354 3.9799 18.194 259629 17.6237 1434.5563 9.0109 13.0057 1103025 2871.0002 8.8135 4.1209 18.838 L3 259629 17.6237 1434.5563 9.0109 13.0057 1103025 2871.0002 8.8135 4.1209 18.838 26.7761 18.1797 1574.6673 92952 13.4125 117.4032 3151.4066 9.0916 42618 19.483 L4 26.7761 18.1797 1574.6673 92952 13.4125 117.4032 3151.4066 9.0916 42618 19.483 27.5893 18.7357 1723.6168 9.5795 13.8193 124.7253 3449.5016 93697 4.4028 20.127 L5 27.5893 18.7357 1723.6168 9.5795 13.8193 124.7253 3449.5016 93697 4.4028 20.127 28.4025 192918 1881.6747 9.8638 142261 1322689 3765.8254 9.6477 4.5437 20.771 L6 28.4025 192918 1881.6747 9.8638 142261 1322689 3765.8254 9.6477 4.5437 20.771 292157 19.8478 2049.1115 10.1481 14.6330 140.0340 4100.9193 9.9258 4.6847 21.416 L7 292157 19.8478 2049.1115 10.1481 14.6330 140.0340 4100.9193 9.9258 4.6847 21.416 30.1508 20.4873 2253.6094 10.4751 15.1008 1492377 4510.1841 102456 4.8468 22.157 L8 29.7017 225655 2305.5557 10.0954 14.5734 1582026 4614.1451 112849 4.6091 18.436 29.9050 232009 2505.8539 103797 14.9802 1672774 5015.0051 11.6026 4.7500 19 L9 29.9050 232009 2505.8539 103797 14.9802 1672774 5015.0051 11.6026 4.7500 19 30.7181 23.8363 2717.4294 10.6640 153870 176.6053 5438.4345 11.920 4 4.8909 19564 L10 30.7181 23.8363 2717.4294 10.6640 153870 176.6053 5438.4345 11.920 4 4.8909 19564 31.5312 24.4717 2940.5910 10.9483 15.7938 186.1863 5885.0514 122382 5.0319 20.127 Lll 31.5312 24.4717 2940.5910 10.9483 15.7938 186.1863 5885.0514 122382 5.0319 20.127 323443 25.1071 3175.6476 112325 162006 196.0204 6355.4739 12.5559 5.1728 20.691 L12 323443 25.1071 3175.6476 112325 162006 196.0204 6355.4739 12.5559 5.1728 20.691 32.6566 253511 3269.1357 113417 163568 199.8640 6542.5730 12.6779 52269 20.908 L13 32.6305 422388 5389.4910 112818 163568 329.4954 10786.0737 21.1234 4.9299 11.773 32.6712 422920 5409.8867 112960 163771 3303316 10826.8919 21.1500 4.9370 11.79 L14 32.6722 41.6689 53322830 112982 163771 325.5930 10671.5824 20.8384 4.9480 11.995 33.4853 42.7174 5744.9881 11.5825 16.7839 3422910 11497.5356 213627 5.0889 12337 L15 33.4853 42.7174 5744.9881 11.5825 16.7839 3422910 11497.5356 213627 5.0889 12337 342984 43.7658 6178.4569 11.8668 17.1907 359.4065 12365.0435 21.8871 52298 12.678 L16 342994 43.1107 60882576 11.8690 17.1907 354.1595 12184.5263 21.5595 52408 12.901 35.5727 44.7277 67993303 123142 17.8278 3813902 13607.6073 223681 5.4615 13.444 L17 35.0795 332881 4736.8725 11.9141 172076 2752773 9479.9779 16.6472 5.4117 17317 35.1608 34.0825 5084.1261 12.1984 17.6145 288.6336 10174.9419 17.0445 5.5526 17.768 L18 35.1608 34.0825 5084.1261 12.1984 17.6145 288.6336 10174.9419 17.0445 5.5526 17.768 35.9740 34.8768 5447.9486 12.4827 18.0213 3023062 10903.0657 17.4417 5.6936 1822 L19 35.9740 34.8768 5447.9486 12.4827 18.0213 3023062 10903.0657 17.4417 5.6936 1822 363400 352342 5617.1773 12.6106 182044 3085622 11241.7458 17.6205 5.7570 18.422 L20 363091 57.4588 9057.4467 12.5396 182044 497.5426 18126.8114 28.7349 5.4050 10.546 363498 57.5239 90882842 12.5538 182247 498.6794 18188.5269 28.7674 5.4121 1056 L21 363517 56.1408 8876.0245 12.5583 182247 487.0326 17763.7283 28.0757 5.4341 10.868 37.1649 57.4117 9492.5862 12.8426 18.6315 509.4905 18997.6629 28.7113 5.5750 11.15 L22 37.1649 57.4117 9492.5862 12.8426 18.6315 509.4905 18997.6629 28.7113 5.5750 11.15 37.9781 58.6826 10137.0589 13.1269 19.0384 532.4546 20287.4564 293469 5.7160 11.432 L23 37.9790 57.9589 10015.4225 13.1291 19.0384 526.0656 20044.0235 28.9849 5.7270 11.599 38.7922 592139 106802347 13.4134 19.4452 5492485 21374.5227 29.6126 5.8679 11.884 L24 38.7932 58.4740 105502756 13.4156 19.4452 5425651 21114.4335 292426 5.8789 12.059 39.6064 59.7132 112353187 13.6999 19.8520 565.9539 22485.4211 29.8623 6.0199 12348 L25 39.6064 59.7132 112353187 13.6999 19.8520 565.9539 22485.4211 29.8623 6.0199 12348 40.1886 606004 11743.6079 13.9034 20.1433 583.0035 23502.6683 303060 6.1208 12.555 L26 40.1462 94.1197 17983.9929 13.8058 20.1433 892.8032 35991.6497 47.0688 5.6368 7392 40.1869 942167 18039.6008 13.8200 20.1636 894.6604 36102.9386 47.1173 5.6438 7.402 L27 40.1869 942167 18039.6008 13.8200 20.1636 894.6604 36102.9386 47.1173 5.6438 7.402 402552 943795 181332791 13.8439 20.1978 897.7847 36290.4184 47.1987 5.6557 7.417 L28 402966 61.5357 11986.4813 13.9393 20.1978 593.4547 23988.7348 30.7737 6.1287 12.412 tnxTower Job Page Mattituck(BU 843211) 4 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Section Tip Dia. Area I r C I/C J It/Q tic tic/t in in' in in in in3 in in' in 403373 61.5985 12023.1891 13.9535 202181 594.6732 24062.1986 30.8051 6.1357 12.427 L29 403363 623683 12169.5743 13.9513 202181 601.9135 24355.1616 31.1901 6.1247 12249 40.8243 63.1309 12621.4344 14.1219 20.4622 616.8159 25259.4763 31.5714 62093 12.419 Tosser Gusset Gusset Gusset Grade Adjust.Factor Adjust. WeightMult. 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 L1 1 1 1 107.50-102.50 L2 1 1 1 102.50-97.50 L3 97.50-92.50 1 1 1 L4 92.50-87.50 1 1 1 L5 87.50-82.50 1 1 1 L6 82.50-77.50 1 1 1 L7 77.50-71.75 1 1 1 L8 71.75-70.50 1 1 1 L9 70.50-65.50 1 1 1 L10 1 1 1 65.50-60.50 Lll 1 1 1 60.50-55.50 L12 1 1 1 55.50-53.58 L13 1 1 1.04354 53.58-5333 L14 1 1 1.04803 5333-4833 L15 1 1 1.03744 4833-4333 L16 1 1 1.04633 4333-35.50 L17 1 1 1 35.50-35.00 L18 1 1 1 35.00-30.00 L19 1 1 1 30.00-27.75 L20 1 1 1.03696 27.75-27.50 L21 1 1 1.05282 27.50-22.50 L22 1 1 1.04355 22.50-17.50 L23 1 1 1.0476 17.50-12.50 L24 12.50-7.50 1 1 1.05215 L25 7.50-3.92 1 1 1.04613 L26 3.92-3.67 1 1 0.894701 L27 3.67-325 1 1 0.893865 L28 325-3.00 1 1 0.974477 L29 3.00-0.00 1 1 0.958373 Feed Line/Linear Appurtenances - Entered As Round Or Flat tnxTower Job Page Mattituck(BU 843211) 5 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Description Sector Exclude Component Placement Total Number Start/End Width or Perimeter Weight From Type Number Per Roir Position Diameter Torque ft in in plf Calculation a`a`RRa.a. CUI2PSM9PRXXX(1-3/ A No Surface Ar 88.00-0.00 1 1 0.500 1.4110 1.66 R) (CaAa) 0.500 a`a`61 a.a. HCS 6X12 4AWG(1-5/8) A No Surface Ar 61.00-0.00 2 2 0.000 1.6600 2.40 (CaAa) 0.000 LCF78-50JA(7/8) A No Surface Ar 61.00-0.00 6 6 0.170 1.0900 032 (CaAa) 0.170 a`a`a`Madsa.a.a. (Area)CCI-65FP-065125 B No Surface Af 30.50-0.00 1 1 0.000 6.5000 15.5000 0.00 (H) (CaAa) 0.000 (Area)CCI-65FP-065125 A No Surface Af 30.50-0.00 1 1 0.000 6.5000 15.5000 0.00 (H) (CaAa) 0.000 (Area)CCI-65FP-065125 C No Surface Af 30.50-0.00 1 1 -0.167 6.5000 15.5000 0.00 (H) (CaAa) -0.167 If (Area)CCI-65FP-050125 B No Surface Af 55.58- 1 1 0.000 5.0000 12.5000 0.00 (H) (CaAa) 30.50 0.000 (Area)CCI-65FP-050125 A No Surface Af 55.58- 1 1 0.000 5.0000 12.5000 0.00 (H) (CaAa) 30.50 0.000 (Area)CCI-65FP-050125 C No Surface Af 55.58- 1 1 -0.167 5.0000 12.5000 0.00 (H) (CaAa) 30.50 -0.167 aaa aaa aaa Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Component Placement Total C,AA Weight or Shield From Type Number Leg Torque ft ft'fft plf Calculation 1/2"Cable(Lights) C No No Inside Pole 107.50-0.00 1 No Ice 0.00 0.40 1/2"Ice 0.00 0.40 1"Ice 0.00 0.40 *1107** HB158-21U6S24-xx B No No Inside Pole 107.00-0.00 3 No Ice 0.00 2.50 M_TMO(1-5/8) 1/2"Ice 0.00 2.50 1"Ice 0.00 2.50 9Ra.a. LDF2-50(3/8) B No No Inside Pole 98.00-0.00 4 No Ice 0.00 0.08 1/2"Ice 0.00 0.08 F Ice 0.00 0.08 WR-VG86ST-BRD( B No No Inside Pole 98.00-0.00 2 No Ice 0.00 0.58 3/4) 1/2"Ice 0.00 0.58 1"Ice 0.00 0.58 WR-VG66ST-BRD( B No No Inside Pole 98.00-0.00 2 No Ice 0.00 0.91 7/8) 1/2"Ice 0.00 0.91 1"Ice 0.00 0.91 LDF7-50A(1-5/8) B No No Inside Pole 98.00-0.00 12 No Ice 0.00 0.82 1/2"Ice 0.00 0.82 1"Ice 0.00 0.82 2.5"Flexible B No No Inside Pole 98.00-0.00 1 No Ice 0.00 038 Conduit 1/2"Ice 0.00 038 1"Ice 0.00 038 a`a`7Ra.a. LDF5-50A(7/8) B No No Inside Pole 78.00-0.00 12 No Ice 0.00 033 tnxTower Job Page Mattituck(BU 843211) 6 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Description Face Allow Exclude Component Placement Total CAA Weight or Shield From Type Number Leg Torque ft ft'fft plf Calculation 1/2"Ice 0.00 033 1"Ice 0.00 033 I:FF-24SM-1206-61 B No No Inside Pale 78.00-0.00 3 No Ice 0.00 1.48 8-APE(1-1/4) 1/2"Ice 0.00 1.48 1"Ice 0.00 1.48 aaa aaa aaa Feed Line/Linear Appurtenances Section Areas Tosser Toticer Face An Ar CgAq CgAq Weight Section Elevation In Face Out Face ft ,fr' ,fr' ,fr' ,fr' K Ll 107.50-102.50 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.03 C 0.000 0.000 0.000 0.000 0.00 L2 102.50-97.50 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.04 C 0.000 0.000 0.000 0.000 0.00 L3 97.50-92.50 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.11 C 0.000 0.000 0.000 0.000 0.00 L4 92.50-87.50 A 0.000 0.000 0.071 0.000 0.00 B 0.000 0.000 0.000 0.000 0.11 C 0.000 0.000 0.000 0.000 0.00 L5 87.50-82.50 A 0.000 0.000 0.706 0.000 0.01 B 0.000 0.000 0.000 0.000 0.11 C 0.000 0.000 0.000 0.000 0.00 L6 82.50-77.50 A 0.000 0.000 0.706 0.000 0.01 B 0.000 0.000 0.000 0.000 0.11 C 0.000 0.000 0.000 0.000 0.00 L7 77.50-71.75 A 0.000 0.000 0.811 0.000 0.01 B 0.000 0.000 0.000 0.000 0.17 C 0.000 0.000 0.000 0.000 0.00 LS 71.75-70.50 A 0.000 0.000 0.176 0.000 0.00 B 0.000 0.000 0.000 0.000 0.04 C 0.000 0.000 0.000 0.000 0.00 L9 70.50-65.50 A 0.000 0.000 0.706 0.000 0.01 B 0.000 0.000 0.000 0.000 0.15 C 0.000 0.000 0.000 0.000 0.00 L10 65.50-60.50 A 0.000 0.000 1.198 0.000 0.01 B 0.000 0.000 0.000 0.000 0.15 C 0.000 0.000 0.000 0.000 0.00 Lll 60.50-55.50 A 0.000 0.000 5.705 0.000 0.04 B 0.000 0.000 0.069 0.000 0.15 C 0.000 0.000 0.069 0.000 0.00 L12 55.50-53.58 A 0.000 0.000 3.764 0.000 0.02 B 0.000 0.000 1.600 0.000 0.06 C 0.000 0.000 1.600 0.000 0.00 L13 53.58-5333 A 0.000 0.000 0.490 0.000 0.00 B 0.000 0.000 0208 0.000 0.01 C 0.000 0.000 0208 0.000 0.00 L14 5333-4833 A 0.000 0.000 9.802 0.000 0.04 tnxTower Job Page Mattituck(BU 843211) 7 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Toticer Toticer Face AR AF CAA CgAq Weight Section Elevation In Face Out Face ft ,fr' ,fr' ,fr' ,fr' K B 0.000 0.000 4.167 0.000 0.15 C 0.000 0.000 4.167 0.000 0.00 L15 4833-4333 A 0.000 0.000 9.802 0.000 0.04 B 0.000 0.000 4.167 0.000 0.15 C 0.000 0.000 4.167 0.000 0.00 L16 4333-35.50 A 0.000 0.000 15350 0.000 0.07 B 0.000 0.000 6.525 0.000 023 C 0.000 0.000 6.525 0.000 0.00 L17 35.50-35.00 A 0.000 0.000 0.980 0.000 0.00 B 0.000 0.000 0.417 0.000 0.01 C 0.000 0.000 0.417 0.000 0.00 L18 35.00-30.00 A 0.000 0.000 9.927 0.000 0.04 B 0.000 0.000 4292 0.000 0.15 C 0.000 0.000 4292 0.000 0.00 L19 30.00-27.75 A 0.000 0.000 4.973 0.000 0.02 B 0.000 0.000 2.438 0.000 0.07 C 0.000 0.000 2.438 0.000 0.00 L20 27.75-27.50 A 0.000 0.000 0.553 0.000 0.00 B 0.000 0.000 0271 0.000 0.01 C 0.000 0.000 0271 0.000 0.00 L21 27.50-22.50 A 0.000 0.000 11.052 0.000 0.04 B 0.000 0.000 5.417 0.000 0.15 C 0.000 0.000 5.417 0.000 0.00 L22 22.50-17.50 A 0.000 0.000 11.052 0.000 0.04 B 0.000 0.000 5.417 0.000 0.15 C 0.000 0.000 5.417 0.000 0.00 L23 17.50-12.50 A 0.000 0.000 11.052 0.000 0.04 B 0.000 0.000 5.417 0.000 0.15 C 0.000 0.000 5.417 0.000 0.00 L24 12.50-7.50 A 0.000 0.000 11.052 0.000 0.04 B 0.000 0.000 5.417 0.000 0.15 C 0.000 0.000 5.417 0.000 0.00 L25 7.50-3.92 A 0.000 0.000 7.913 0.000 0.03 B 0.000 0.000 3.878 0.000 0.11 C 0.000 0.000 3.878 0.000 0.00 L26 3.92-3.67 A 0.000 0.000 0.553 0.000 0.00 B 0.000 0.000 0271 0.000 0.01 C 0.000 0.000 0271 0.000 0.00 L27 3.67-325 A 0.000 0.000 0.928 0.000 0.00 B 0.000 0.000 0.455 0.000 0.01 C 0.000 0.000 0.455 0.000 0.00 L28 325-3.00 A 0.000 0.000 0.553 0.000 0.00 B 0.000 0.000 0271 0.000 0.01 C 0.000 0.000 0271 0.000 0.00 L29 3.00-0.00 A 0.000 0.000 6.631 0.000 0.03 B 0.000 0.000 3250 0.000 0.09 C 0.000 0.000 3250 0.000 0.00 Feed Line/Linear Appurtenances Section Areas - With Ice Toticer Toticer Face Ice AR AF CgAq CgAq Weight Section Elevation or Thickness In Face Out Face ft Leg in ft' ft' ft' ft' K Ll 107.50-102.50 A 0.954 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.03 C 0.000 0.000 0.000 0.000 0.00 L2 102.50-97.50 A 0.950 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.04 tnxTower Job Page Mattituck(BU 843211) 8 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Tosser Toticer Face Ice AR AF CAA CAA Weight Section Elevation or Thickness In Face Out Face ft Leg in ft' ft' ft' ft' K C 0.000 0.000 0.000 0.000 0.00 L3 97.50-92.50 A 0.945 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.11 C 0.000 0.000 0.000 0.000 0.00 L4 92.50-87.50 A 0.940 0.000 0.000 0.165 0.000 0.00 B 0.000 0.000 0.000 0.000 0.11 C 0.000 0.000 0.000 0.000 0.00 L5 87.50-82.50 A 0.934 0.000 0.000 1.640 0.000 0.02 B 0.000 0.000 0.000 0.000 0.11 C 0.000 0.000 0.000 0.000 0.00 L6 82.50-77.50 A 0.929 0.000 0.000 1.634 0.000 0.02 B 0.000 0.000 0.000 0.000 0.11 C 0.000 0.000 0.000 0.000 0.00 L7 77.50-71.75 A 0.922 0.000 0.000 1.872 0.000 0.02 B 0.000 0.000 0.000 0.000 0.17 C 0.000 0.000 0.000 0.000 0.00 LR 71.75-70.50 A 0.918 0.000 0.000 0.407 0.000 0.01 B 0.000 0.000 0.000 0.000 0.04 C 0.000 0.000 0.000 0.000 0.00 L9 70.50-65.50 A 0.914 0.000 0.000 1.619 0.000 0.02 B 0.000 0.000 0.000 0.000 0.15 C 0.000 0.000 0.000 0.000 0.00 L10 65.50-60.50 A 0.907 0.000 0.000 2.455 0.000 0.03 B 0.000 0.000 0.000 0.000 0.15 C 0.000 0.000 0.000 0.000 0.00 Lll 60.50-55.50 A 0.899 0.000 0.000 10.100 0.000 0.11 B 0.000 0.000 0.084 0.000 0.15 C 0.000 0.000 0.084 0.000 0.00 L12 55.50-53.58 A 0.894 0.000 0.000 5.782 0.000 0.05 B 0.000 0.000 1.943 0.000 0.07 C 0.000 0.000 1.943 0.000 0.01 L13 53.58-5333 A 0.892 0.000 0.000 0.752 0.000 0.01 B 0.000 0.000 0253 0.000 0.01 C 0.000 0.000 0253 0.000 0.00 L14 5333-4833 A 0.888 0.000 0.000 15.028 0.000 0.13 B 0.000 0.000 5.054 0.000 0.17 C 0.000 0.000 5.054 0.000 0.03 L15 4833-4333 A 0.878 0.000 0.000 14.987 0.000 0.13 B 0.000 0.000 5.045 0.000 0.17 C 0.000 0.000 5.045 0.000 0.03 L16 4333-35.50 A 0.865 0.000 0.000 23377 0.000 021 B 0.000 0.000 7.880 0.000 027 C 0.000 0.000 7.880 0.000 0.04 L17 35.50-35.00 A 0.856 0.000 0.000 1.493 0.000 0.01 B 0.000 0.000 0.503 0.000 0.02 C 0.000 0.000 0.503 0.000 0.00 L18 35.00-30.00 A 0.849 0.000 0.000 14.979 0.000 0.13 B 0.000 0.000 5.140 0.000 0.17 C 0.000 0.000 5.140 0.000 0.03 L19 30.00-27.75 A 0.839 0.000 0.000 7227 0.000 0.06 B 0.000 0.000 2.815 0.000 0.08 C 0.000 0.000 2.815 0.000 0.01 L20 27.75-27.50 A 0.835 0.000 0.000 0.802 0.000 0.01 B 0.000 0.000 0313 0.000 0.01 C 0.000 0.000 0313 0.000 0.00 L21 27.50-22.50 A 0.827 0.000 0.000 16.005 0.000 0.13 B 0.000 0.000 6243 0.000 0.18 C 0.000 0.000 6243 0.000 0.03 L22 22.50-17.50 A 0.808 0.000 0.000 15.923 0.000 0.13 B 0.000 0.000 6225 0.000 0.18 C 0.000 0.000 6225 0.000 0.03 tnxTower Job Page Mattituck(BU 843211) 9 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Tosser Toticer Face Ice AR AF CAA CAA Weight Section Elevation or Thickness In Face Out Face ft Leg in ft' ft' ft' ft' K L23 17.50-12.50 A 0.786 0.000 0.000 15.819 0.000 0.13 B 0.000 0.000 6202 0.000 0.18 C 0.000 0.000 6202 0.000 0.03 L24 12.50-7.50 A 0.754 0.000 0.000 15.679 0.000 0.12 B 0.000 0.000 6.171 0.000 0.17 C 0.000 0.000 6.171 0.000 0.03 L25 7.50-3.92 A 0.713 0.000 0.000 11.094 0.000 0.08 B 0.000 0.000 4389 0.000 0.12 C 0.000 0.000 4389 0.000 0.02 L26 3.92-3.67 A 0.685 0.000 0.000 0.768 0.000 0.01 B 0.000 0.000 0.305 0.000 0.01 C 0.000 0.000 0.305 0.000 0.00 L27 3.67-325 A 0.678 0.000 0.000 1288 0.000 0.01 B 0.000 0.000 0.512 0.000 0.01 C 0.000 0.000 0.512 0.000 0.00 L28 325-3.00 A 0.672 0.000 0.000 0.765 0.000 0.01 B 0.000 0.000 0.304 0.000 0.01 C 0.000 0.000 0.304 0.000 0.00 L29 3.00-0.00 A 0.624 0.000 0.000 9.055 0.000 0.06 B 0.000 0.000 3.624 0.000 0.10 C 0.000 0.000 3.624 0.000 0.01 Feed Line Center of Pressure Section Elevation CPX CPz CPX CPz Ice Ice ft in in in in L1 107.50-102.50 0.0000 0.0000 0.0000 0.0000 L2 102.50-97.50 0.0000 0.0000 0.0000 0.0000 L3 97.50-92.50 0.0000 0.0000 0.0000 0.0000 L4 92.50-87.50 0.0000 -0.1209 0.0000 -0.1599 L5 87.50-82.50 0.0000 -1.1100 0.0000 -1.4355 L6 82.50-77.50 0.0000 -1.1108 0.0000 -1.4358 L7 77.50-71.75 0.0000 -1.1117 0.0000 -1.4356 L8 71.75-70.50 0.0000 -1.1120 0.0000 -1.4367 L9 70.50-65.50 0.0000 -1.1124 0.0000 -1.4326 L10 65.50-60.50 -0.5345 -15686 -0.5120 -1.8096 Lll 60.50-55.50 -3.6667 -42812 -3.1875 -3.8121 L12 55.50-53.58 -0.5011 -2.8326 -1.0209 -2.9059 L13 53.58-5333 -0.5028 -2.8428 -1.0241 -2.9157 L14 5333-4833 -0.5063 -2.8653 -1.0308 -2.9372 L15 4833-4333 -0.5130 -2.9078 -1.0432 -2.9771 L16 4333-35.50 -0.5214 -29611 -1.0582 -3.0262 L17 35.50-35.00 -0.5226 -29692 -1.0611 -3.0351 L18 35.00-30.00 -0.4689 -29668 -1.0250 -3.0347 L19 30.00-27.75 -0.0172 -2.7964 -0.7031 -2.9280 L20 27.75-27.50 -0.0171 -2.8072 -0.7044 -2.9374 L21 27.50-22.50 -0.0168 -2.8279 -0.7064 -2.9548 L22 22.50-17.50 -0.0163 -2.8671 -0.7094 -2.9862 L23 17.50-12.50 -0.0158 -2.9056 -0.7104 -3.0144 L24 12.50-7.50 -0.0152 -2.9436 -0.7081 -3.0374 L25 7.50-3.92 -0.0148 -2.9757 -0.7007 -3.0490 L26 3.92-3.67 -0.0146 -2.9911 -0.6939 -3.0499 L27 3.67-325 -0.0146 -2.9936 -0.6921 -3.0491 L28 325-3.00 -0.0145 -2.9949 -0.6899 -3.0468 L29 3.00-0.00 -0.0144 -3.0070 -0.6750 -3.0337 tnxTower Job Page Mattituck(BU 843211) 10 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Nate:For pale sections,center of pressure calculations do not consider feed lineshielding- Shielding Factor Ka Tosser Feed Line Description Feed Line K K Section Record No. Segment Elev. No Ice Ice L4 13 CUl2PSM9P8XXX(1-3/8) 87.50-88.00 1.0000 1.0000 L5 13 CUl2PSM9P8XXX(1-3/8) 82.50-87.50 1.0000 1.0000 L6 13 CUl2PSM9P8XXX(1-3/8) 77.50-82.50 1.0000 1.0000 L7 13 CUl2PSM9P8XXX(1-3/8) 71.75-77.50 1.0000 1.0000 LS 13 CUl2PSM9P8XXX(1-3/8) 70.50-71.75 1.0000 1.0000 L9 13 CUl2PSM9P8XXX(1-3/8) 65.50-70.50 1.0000 1.0000 L10 13 CUl2PSM9P8XXX(1-3/8) 60.50-65.50 1.0000 1.0000 L10 1S HCS 6X12 4AWG(1-5/8) 60.50-61.00 1.0000 1.0000 L10 19 LCF78-50JA(7/8) 60.50-61.00 1.0000 1.0000 L11 13 CUl2PSM9P8XXX(1-3/8) 55.50-60.50 1.0000 1.0000 L11 1S HCS 6X12 4AWG(1-5/8) 55.50-60.50 1.0000 1.0000 Ll 1 19 LCF78-50JA(7/8) 55.50-60.50 1.0000 1.0000 L11 26 (Area)CCI-65FP-050125(H) 55.50-55.58 1.0000 1.0000 L11 27 (Area)CCI-65FP-050125(H) 55.50-55.58 1.0000 1.0000 L11 28 (Area)CCI-65FP-050125(H) 55.50-55.58 1.0000 1.0000 L12 13 CUl2PSM9P8XXX(1-3/8) 53.58-55.50 1.0000 1.0000 L12 1S HCS 6X12 4AWG(1-5/8) 53.58-55.50 1.0000 1.0000 L12 19 LCF78-50JA(7/8) 53.58-55.50 1.0000 1.0000 L12 26 (Area)CCI-65FP-050125(H) 53.58-55.50 1.0000 1.0000 L12 27 (Area)CCI-65FP-050125(H) 53.58-55.50 1.0000 1.0000 L12 28 (Area)CCI-65FP-050125(H) 53.58-55.50 1.0000 1.0000 L13 13 CUl2PSM9P8XXX(1-3/8) 5333-53.58 1.0000 1.0000 L13 1S HCS 6X12 4AWG(1-5/8) 5333-53.58 1.0000 1.0000 L13 19 LCF78-50JA(7/8) 5333-53.58 1.0000 1.0000 L13 26 (Area)CCI-65FP-050125(H) 5333-53.58 1.0000 1.0000 L13 27 (Area)CCI-65FP-050125(H) 5333-53.58 1.0000 1.0000 L13 28 (Area)CCI-65FP-050125(H) 5333-53.58 1.0000 1.0000 L14 13 CUl2PSM9P8XXX(1-3/8) 4833-5333 1.0000 1.0000 L14 1S HCS 6X12 4AWG(1-5/8) 4833-5333 1.0000 1.0000 L14 19 LCF78-50JA(7/8) 4833-5333 1.0000 1.0000 L14 26 (Area)CCI-65FP-050125(H) 4833-5333 1.0000 1.0000 L14 27 (Area)CCI-65FP-050125(H) 4833-5333 1.0000 1.0000 L14 28 (Area)CCI-65FP-050125(H) 4833-5333 1.0000 1.0000 L15 13 CUl2PSM9P8XXX(1-3/8) 4333-4833 1.0000 1.0000 L15 1S HCS 6X12 4AWG(1-5/8) 4333-4833 1.0000 1.0000 L15 19 LCF78-50JA(7/8) 4333-4833 1.0000 1.0000 L15 26 (Area)CCI-65FP-050125(H) 4333-4833 1.0000 1.0000 L15 27 (Area)CCI-65FP-050125(H) 4333-4833 1.0000 1.0000 L15 28 (Area)CCI-65FP-050125(H) 4333-4833 1.0000 1.0000 L16 13 CUl2PSM9P8XXX(1-3/8) 35.50-4333 1.0000 1.0000 L16 1S HCS 6X12 4AWG(1-5/8) 35.50-4333 1.0000 1.0000 L16 19 LCF78-50JA(7/8) 35.50-4333 1.0000 1.0000 L16 26 (Area)CCI-65FP-050125(H) 35.50-4333 1.0000 1.0000 L16 27 (Area)CCI-65FP-050125(H) 35.50-4333 1.0000 1.0000 L16 28 (Area)CCI-65FP-050125(H) 35.50-4333 1.0000 1.0000 L17 13 CUl2PSM9P8XXX(1-3/8) 35.00-35.50 1.0000 1.0000 L17 1S HCS 6X12 4AWG(1-5/8) 35.00-35.50 1.0000 1.0000 L17 19 LCF78-50JA(7/8) 35.00-35.50 1.0000 1.0000 L17 26 (Area)CCI-65FP-050125(H) 35.00-35.50 1.0000 1.0000 L17 27 (Area)CCI-65FP-050125(H) 35.00-35.50 1.0000 1.0000 tnxTower Job Page Mattituck(BU 843211) 11 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Tosser Feed Line Description Feed Line K K Section Record No. Segment Elev. No Ice Ice L17 28 (Area)CCI-65FP-050125(H) 35.00-35.50 1.0000 1.0000 LIS 13 CU12PSM9PSXXX(I-3/S) 30.00-35.00 1.0000 1.0000 LIS 1S HCS 6X124AWG(1-5/8) 30.00-35.00 1.0000 1.0000 LIS 19 LCF78-50JA(7/8) 30.00-35.00 1.0000 1.0000 LIS 22 (Area)CCI-65FP-065125(H) 30.00-30.50 1.0000 1.0000 LIS 23 (Area)CCI-65FP-065125(H) 30.00-30.50 1.0000 1.0000 LIS 24 (Area)CCI-65FP-065125(H) 30.00-30.50 1.0000 1.0000 LIS 26 (Area)CCI-65FP-050125(H) 30.50-35.00 1.0000 1.0000 LIS 27 (Area)CCI-65FP-050125(H) 30.50-35.00 1.0000 1.0000 LIS 28 (Area)CCI-65FP-050125(H) 30.50-35.00 1.0000 1.0000 L19 13 CU12PSM9PSXXX(I-3/S) 27.75-30.00 1.0000 1.0000 L19 1S HCS 6X12 4AWG(1-5/8) 27.75-30.00 1.0000 1.0000 L19 19 LCF78-50JA(7/8) 27.75-30.00 1.0000 1.0000 L19 22 (Area)CCI-65FP-065125(H) 27.75-30.00 1.0000 1.0000 L19 23 (Area)CCI-65FP-065125(H) 27.75-30.00 1.0000 1.0000 L19 24 (Area)CCI-65FP-065125(H) 27.75-30.00 1.0000 1.0000 L20 13 CU12PSM9PSXXX(I-3/S) 27.50-27.75 1.0000 1.0000 L20 1S HCS 6X12 4AWG(1-5/8) 27.50-27.75 1.0000 1.0000 L20 19 LCF78-50JA(7/8) 27.50-27.75 1.0000 1.0000 L20 22 (Area)CCI-65FP-065125(H) 27.50-27.75 1.0000 1.0000 L20 23 (Area)CCI-65FP-065125(H) 27.50-27.75 1.0000 1.0000 L20 24 (Area)CCI-65FP-065125(H) 27.50-27.75 1.0000 1.0000 L21 13 CU12PSM9PSXXX(I-3/S) 22.50-27.50 1.0000 1.0000 L21 1S HCS 6X12 4AWG(1-5/8) 22.50-27.50 1.0000 1.0000 L21 19 LCF78-50JA(7/8) 22.50-27.50 1.0000 1.0000 L21 22 (Area)CCI-65FP-065125(H) 22.50-27.50 1.0000 1.0000 L21 23 (Area)CCI-65FP-065125(H) 22.50-27.50 1.0000 1.0000 L21 24 (Area)CCI-65FP-065125(H) 22.50-27.50 1.0000 1.0000 L22 13 CU12PSM9PSXXX(I-3/S) 17.50-22.50 1.0000 1.0000 L22 1S HCS 6X12 4AWG(1-5/8) 17.50-22.50 1.0000 1.0000 L22 19 LCF78-50JA(7/8) 17.50-22.50 1.0000 1.0000 L22 22 (Area)CCI-65FP-065125(H) 17.50-22.50 1.0000 1.0000 L22 23 (Area)CCI-65FP-065125(H) 17.50-22.50 1.0000 1.0000 L22 24 (Area)CCI-65FP-065125(H) 17.50-22.50 1.0000 1.0000 L23 13 CU12PSM9PSXXX(I-3/S) 12.50-17.50 1.0000 1.0000 L23 1S HCS 6X124AWG(1-5/8) 12.50-17.50 1.0000 1.0000 L23 19 LCF78-50JA(7/8) 12.50-17.50 1.0000 1.0000 L23 22 (Area)CCI-65FP-065125(H) 12.50-17.50 1.0000 1.0000 L23 23 (Area)CCI-65FP-065125(H) 12.50-17.50 1.0000 1.0000 L23 24 (Area)CCI-65FP-065125(H) 12.50-17.50 1.0000 1.0000 L24 13 CU12PSM9PSXXX(I-3/S) 7.50-12.50 1.0000 1.0000 L24 1S HCS 6X124AWG(1-5/8) 7.50-12.50 1.0000 1.0000 L24 19 LCF78-50JA(7/8) 7.50-12.50 1.0000 1.0000 L24 22 (Area)CCI-65FP-065125(H) 7.50-12.50 1.0000 1.0000 L24 23 (Area)CCI-65FP-065125(H) 7.50-12.50 1.0000 1.0000 L24 24 (Area)CCI-65FP-065125(H) 7.50-12.50 1.0000 1.0000 L25 13 CU12PSM9PSXXX(I-3/S) 3.92-7.50 1.0000 1.0000 L25 1S HCS 6X12 4AWG(1-5/8) 3.92-7.50 1.0000 1.0000 L25 19 LCF78-50JA(7/8) 3.92-7.50 1.0000 1.0000 L25 22 (Area)CCI-65FP-065125(H) 3.92-7.50 1.0000 1.0000 L25 23 (Area)CCI-65FP-065125(H) 3.92-7.50 1.0000 1.0000 L25 24 (Area)CCI-65FP-065125(H) 3.92-7.50 1.0000 1.0000 L26 13 CU12PSM9PSXXX(I-3/S) 3.67-3.92 1.0000 1.0000 L26 1S HCS 6X12 4AWG(1-5/8) 3.67-3.92 1.0000 1.0000 L26 19 LCF78-50JA(7/8) 3.67-3.92 1.0000 1.0000 L26 22 (Area)CCI-65FP-065125(H) 3.67-3.92 1.0000 1.0000 L26 23 (Area)CCI-65FP-065125(H) 3.67-3.92 1.0000 1.0000 L26 24 (Area)CCI-65FP-065125(H) 3.67-3.92 1.0000 1.0000 L27 13 CU12PSM9PSXXX(I-3/S) 325-3.67 1.0000 1.0000 L27 1S HCS 6X12 4AWG(1-5/8) 325-3.67 1.0000 1.0000 L27 19 LCF78-50JA(7/8) 325-3.67 1.0000 1.0000 L27 22 (Area)CCI-65FP-065125(H) 325-3.67 1.0000 1.0000 tnxTower Job Page Mattituck(BU 843211) 12 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Tosser Feed Line Description Feed Line K K Section Record No. Segment Elev. No Ice Ice L27 23 (Area)CCI-65FP-065125(H) 325-3.67 1.0000 1.0000 L27 24 (Area)CCI-65FP-065125(H) 325-3.67 1.0000 1.0000 L28 13 CU12PSM9PSXXX(I-3/S) 3.00-325 1.0000 1.0000 L28 18 HCS 6X12 4AWG(1-5/8) 3.00-325 1.0000 1.0000 L28 19 LCF78-50JA(7/8) 3.00-325 1.0000 1.0000 L28 22 (Area)CCI-65FP-065125(H) 3.00-325 1.0000 1.0000 L28 23 (Area)CCI-65FP-065125(H) 3.00-325 1.0000 1.0000 L28 24 (Area)CCI-65FP-065125(H) 3.00-325 1.0000 1.0000 L29 13 CU12PSM9PSXXX(I-3/S) 0.00-3.00 1.0000 1.0000 L29 18 HCS 6X12 4AWG(1-5/8) 0.00-3.00 1.0000 1.0000 L29 19 LCF78-50JA(7/8) 0.00-3.00 1.0000 1.0000 L29 22 (Area)CCI-65FP-065125(H) 0.00-3.00 1.0000 1.0000 L29 23 (Area)CCI-65FP-065125(H) 0.00-3.00 1.0000 1.0000 L29 24 (Area)CCI-65FP-065125(H) 0.00-3.00 1.0000 1.0000 Effective Width of Flat Linear Attachments / Feed Lines Toticer Attachment Description Attachment Ratio Effective Section RecordNo. SegmentElev. Calculation Width Method Ratio Ll1 26 (Area)CCI-65FP-050125(H) 55.50-55.58 Auto 0.0000 Ll1 27 (Area)CCI-65FP-050125(H) 55.50-55.58 Auto 0.0000 Ll1 28 (Area)CCI-65FP-050125(H) 55.50-55.58 Auto 0.0000 L12 26 (Area)CCI-65FP-050125(H) 53.58-55.50 Auto 0.0000 L12 27 (Area)CCI-65FP-050125(H) 53.58-55.50 Auto 0.0000 L12 28 (Area)CCI-65FP-050125(H) 53.58-55.50 Auto 0.0000 L13 26 (Area)CCI-65FP-050125(H) 5333-53.58 Auto 0.0133 L13 27 (Area)CCI-65FP-050125(H) 5333-53.58 Auto 0.0133 L13 28 (Area)CCI-65FP-050125(H) 5333-53.58 Auto 0.0133 L14 26 (Area)CCI-65FP-050125(H) 4833-5333 Auto 0.0019 L14 27 (Area)CCI-65FP-050125(H) 4833-5333 Auto 0.0019 L14 28 (Area)CCI-65FP-050125(H) 4833-5333 Auto 0.0019 L15 26 (Area)CCI-65FP-050125(H) 4333-4833 Auto 0.0000 L15 27 (Area)CCI-65FP-050125(H) 4333-4833 Auto 0.0000 L15 28 (Area)CCI-65FP-050125(H) 4333-4833 Auto 0.0000 L16 26 (Area)CCI-65FP-050125(H) 35.50-4333 Auto 0.0000 L16 27 (Area)CCI-65FP-050125(H) 35.50-4333 Auto 0.0000 L16 28 (Area)CCI-65FP-050125(H) 35.50-4333 Auto 0.0000 L17 26 (Area)CCI-65FP-050125(H) 35.00-35.50 Auto 0.0000 L17 27 (Area)CCI-65FP-050125(H) 35.00-35.50 Auto 0.0000 L17 28 (Area)CCI-65FP-050125(H) 35.00-35.50 Auto 0.0000 LIS 22 (Area)CCI-65FP-065125(H) 30.00-30.50 Auto 0.1251 LIS 23 (Area)CCI-65FP-065125(H) 30.00-30.50 Auto 0.1251 LIS 24 (Area)CCI-65FP-065125(H) 30.00-30.50 Auto 0.1251 LIS 26 (Area)CCI-65FP-050125(H) 30.50-35.00 Auto 0.0000 LIS 27 (Area)CCI-65FP-050125(H) 30.50-35.00 Auto 0.0000 LIS 28 (Area)CCI-65FP-050125(H) 30.50-35.00 Auto 0.0000 L19 22 (Area)CCI-65FP-065125(H) 27.75-30.00 Auto 0.1192 L19 23 (Area)CCI-65FP-065125(H) 27.75-30.00 Auto 0.1192 L19 24 (Area)CCI-65FP-065125(H) 27.75-30.00 Auto 0.1192 L20 22 (Area)CCI-65FP-065125(H) 27.50-27.75 Auto 0.1679 L20 23 (Area)CCI-65FP-065125(H) 27.50-27.75 Auto 0.1679 L20 24 (Area)CCI-65FP-065125(H) 27.50-27.75 Auto 0.1679 L21 22 (Area)CCI-65FP-065125(H) 22.50-27.50 Auto 0.1531 tnxTower Job Page Mattituck(BU 843211) 13 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Tosser Attachment Description Attachment Ratio Effective Section RecordNo. SegmentElev. Calculation Width Method Ratio L21 23 (Area)CCI-65FP-065125(H) 22.50-27.50 Auto 0.1531 L21 24 (Area)CCI-65FP-065125(H) 22.50-27.50 Auto 0.1531 L22 22 (Area)CCI-65FP-065125(H) 17.50-22.50 Auto 0.1315 L22 23 (Area)CCI-65FP-065125(H) 17.50-22.50 Auto 0.1315 L22 24 (Area)CCI-65FP-065125(H) 17.50-22.50 Auto 0.1315 L23 22 (Area)CCI-65FP-065125(H) 12.50-17.50 Auto 0.1081 L23 23 (Area)CCI-65FP-065125(H) 12.50-17.50 Auto 0.1081 L23 24 (Area)CCI-65FP-065125(H) 12.50-17.50 Auto 0.1081 L24 22 (Area)CCI-65FP-065125(H) 7.50-12.50 Auto 0.0847 L24 23 (Area)CCI-65FP-065125(H) 7.50-12.50 Auto 0.0847 L24 24 (Area)CCI-65FP-065125(H) 7.50-12.50 Auto 0.0847 L25 22 (Area)CCI-65FP-065125(H) 3.92-7.50 Auto 0.0661 L25 23 (Area)CCI-65FP-065125(H) 3.92-7.50 Auto 0.0661 L25 24 (Area)CCI-65FP-065125(H) 3.92-7.50 Auto 0.0661 L26 22 (Area)CCI-65FP-065125(H) 3.67-3.92 Auto 0.1323 L26 23 (Area)CCI-65FP-065125(H) 3.67-3.92 Auto 0.1323 L26 24 (Area)CCI-65FP-065125(H) 3.67-3.92 Auto 0.1323 L27 22 (Area)CCI-65FP-065125(H) 325-3.67 Auto 0.1308 L27 23 (Area)CCI-65FP-065125(H) 325-3.67 Auto 0.1308 L27 24 (Area)CCI-65FP-065125(H) 325-3.67 Auto 0.1308 L28 22 (Area)CCI-65FP-065125(H) 3.00-325 Auto 0.0566 L28 23 (Area)CCI-65FP-065125(H) 3.00-325 Auto 0.0566 L28 24 (Area)CCI-65FP-065125(H) 3.00-325 Auto 0.0566 L29 22 (Area)CCI-65FP-065125(H) 0.00-3.00 Auto 0.0512 L29 23 (Area)CCI-65FP-065125(H) 0.00-3.00 Auto 0.0512 L29 24 (Area)CCI-65FP-065125(H) 0.00-3.00 Auto 0.0512 Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAA CgAq Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft fr' fr' K ft .ft 3"x 6"SideLight C From Leg 0.00 0.00 107.50 No Ice 0.09 0.09 0.00 0.00 1/2"Ice 0.14 0.14 0.00 2.00 1"Ice 0.19 0.19 0.00 3/4"x 4 ft lightning rod C From Leg 0.00 0.00 107.50 No Ice 0.30 0.30 0.01 0.00 1/2"Ice 0.71 0.71 0.01 4.00 1"Ice 1.00 1.00 0.02 24"x 16"Tap Hat C None 0.00 108.50 No Ice 320 320 0.11 1/2"Ice 3.43 3.43 0.15 1"Ice 3.66 3.66 0.18 *1107a.a. AIR 6419 B41 TMO w/ A From 4.00 -20.00 107.00 No Ice 6.58 3.50 0.11 Mount Pipe Centroid-Fa -6.00 1/2"Ice 7.06 3.90 0.16 cc 1.00 F Ice 7.57 4.32 022 AIR 6419 B41 TMO w/ B From 4.00 -30.00 107.00 No Ice 6.58 3.50 0.11 Mount Pipe Centroid-Fa -6.00 1/2"Ice 7.06 3.90 0.16 cc 1.00 F Ice 7.57 4.32 022 AIR 6419 B41 TMO w/ C From 4.00 -20.00 107.00 No Ice 6.58 3.50 0.11 Mount Pipe Centroid-Fa -6.00 1/2"Ice 7.06 3.90 0.16 tnxTower Job Page Mattituck(BU 843211) 14 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Description Face Offset Offsets: Azimuth Placement CAA CgAq Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft' fr' K ft ft cc 1.00 F Ice 7.57 4.32 022 APXVLLI9P_43-C-A20_TM A From 4.00 -20.00 107.00 No Ice 5.08 320 0.08 O w/Mount Pipe Centroid-Fa -2.00 1/2"Ice 5.59 3.68 0.13 cc 1.00 F Ice 6.10 4.17 020 APXVLLI9P_43-C-A20_TM B From 4.00 -30.00 107.00 No Ice 5.08 320 0.08 O w/Mount Pipe Centroid-Fa -2.00 1/2"Ice 5.59 3.68 0.13 cc 1.00 F Ice 6.10 4.17 020 APXVLLI9P_43-C-A20_TM C From 4.00 -20.00 107.00 No Ice 5.08 320 0.08 O w/Mount Pipe Centroid-Fa -2.00 1/2"Ice 5.59 3.68 0.13 cc 1.00 F Ice 6.10 4.17 020 APXVAALL24_43-U-NA20 A From 4.00 -20.00 107.00 No Ice 14.69 6.87 0.18 _TMO w/Mount Pipe Centroid-Fa 6.00 1/2"Ice 15.46 7.55 0.31 cc 1.00 F Ice 1623 825 0.45 APXVAALL24_43-U-NA20 B From 4.00 -30.00 107.00 No Ice 14.69 6.87 0.18 _TMO w/Mount Pipe Centroid-Fa 6.00 1/2"Ice 15.46 7.55 0.31 cc 1.00 F Ice 1623 825 0.45 APXVAALL24_43-U-NA20 C From 4.00 -20.00 107.00 No Ice 14.69 6.87 0.18 _TMO w/Mount Pipe Centroid-Fa 6.00 1/2"Ice 15.46 7.55 0.31 cc 1.00 F Ice 1623 825 0.45 RADIO 4460 B2/B25 A From 4.00 -20.00 107.00 No Ice 2.14 1.69 0.11 B66_TMO Centroid-Fa -6.00 1/2"Ice 232 1.85 0.13 cc 1.00 F Ice 2.51 2.02 0.16 RADIO 4460 B2/B25 B From 4.00 -30.00 107.00 No Ice 2.14 1.69 0.11 B66_TMO Centroid-Fa -6.00 1/2"Ice 232 1.85 0.13 cc 1.00 F Ice 2.51 2.02 0.16 RADIO 4460 B2/B25 C From 4.00 -20.00 107.00 No Ice 2.14 1.69 0.11 B66_TMO Centroid-Fa -6.00 1/2"Ice 232 1.85 0.13 cc 1.00 F Ice 2.51 2.02 0.16 Radio 4480_TMOV2 A From 4.00 -20.00 107.00 No Ice 2.88 1.40 0.08 Centroid-Fa 6.00 1/2"Ice 3.09 156 0.10 cc 1.00 F Ice 331 1.73 0.13 Radio 4480_TMOV2 B From 4.00 -30.00 107.00 No Ice 2.88 1.40 0.08 Centroid-Fa 6.00 1/2"Ice 3.09 156 0.10 cc 1.00 F Ice 331 1.73 0.13 Radio 4480_TMOV2 C From 4.00 -20.00 107.00 No Ice 2.88 1.40 0.08 Centroid-Fa 6.00 1/2"Ice 3.09 156 0.10 cc 1.00 F Ice 331 1.73 0.13 2.4"Dia x 6-ft Pipe A From 4.00 0.00 107.00 No Ice 1.43 1.43 0.02 Centroid-Fa 2.00 1/2"Ice 1.93 1.93 0.03 cc 0.00 F Ice 230 230 0.05 2.4"Dia x 6-ft Pipe B From 4.00 0.00 107.00 No Ice 1.43 1.43 0.02 Centroid-Fa 2.00 1/2"Ice 1.93 1.93 0.03 cc 0.00 F Ice 230 230 0.05 2.4"Dia x 6-ft Pipe C From 4.00 0.00 107.00 No Ice 1.43 1.43 0.02 Centroid-Fa 2.00 1/2"Ice 1.93 1.93 0.03 cc 0.00 F Ice 230 230 0.05 Platform Mount[LP C None 0.00 107.00 No Ice 17.09 17.09 1.50 303-1_HR-11 1/2"Ice 21.47 21.47 1.88 F Ice 25.72 25.72 235 98a.a. (3)NNHH-65A-R4 w/Mount A From 4.00 30.00 98.00 No Ice 5.66 3.05 0.09 Pipe Centroid-Le -1.00 1/2"Ice 6.04 339 0.15 g 0.00 F Ice 6.44 3.74 023 (3)NNHH-65A-R4 w/Mount B From 4.00 30.00 98.00 No Ice 5.66 3.05 0.09 Pipe Centroid-Le -1.00 1/2"Ice 6.04 339 0.15 g 0.00 F Ice 6.44 3.74 023 (3)NNHH-65A-R4 w/Mount C From 4.00 30.00 98.00 No Ice 5.66 3.05 0.09 tnxTower Job Page Mattituck(BU 843211) 15 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Description Face Offset Offsets: Azimuth Placement CAA CgAq Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft fr' fr' K ft ft Pipe Centroid-Le -1.00 1/2"Ice 6.04 339 0.15 g 0.00 F Ice 6.44 3.74 023 BAND 5 AHCA RRH4X40 A From 4.00 30.00 98.00 No Ice 131 0.75 0.04 Centroid-Le -7.00 1/2"Ice 1.46 0.86 0.05 g 0.00 F Ice 1.61 0.98 0.07 BAND 5 AHCA RRH4X40 B From 4.00 30.00 98.00 No Ice 131 0.75 0.04 Centroid-Le -7.00 1/2"Ice 1.46 0.86 0.05 g 0.00 F Ice 1.61 0.98 0.07 BAND 5 AHCA RRH4X40 C From 4.00 30.00 98.00 No Ice 131 0.75 0.04 Centroid-Le -7.00 1/2"Ice 1.46 0.86 0.05 g 0.00 F Ice 1.61 0.98 0.07 AHLBA A From 4.00 30.00 98.00 No Ice 3.67 231 0.10 Centroid-Le -7.00 1/2"Ice 3.92 2.51 0.13 g 0.00 F Ice 418 2.73 0.16 AHLBA B From 4.00 30.00 98.00 No Ice 3.67 231 0.10 Centroid-Le -7.00 1/2"Ice 3.92 2.51 0.13 g 0.00 F Ice 418 2.73 0.16 AHLBA C From 4.00 30.00 98.00 No Ice 3.67 231 0.10 Centroid-Le -7.00 1/2"Ice 3.92 2.51 0.13 g 0.00 F Ice 418 2.73 0.16 B25 RRH4X30 A From 4.00 30.00 98.00 No Ice 2.12 129 0.05 Centroid-Le -7.00 1/2"Ice 231 1.45 0.07 g 0.00 F Ice 2.50 1.61 0.09 B25 RRH4X30 B From 4.00 30.00 98.00 No Ice 2.12 129 0.05 Centroid-Le -7.00 1/2"Ice 231 1.45 0.07 g 0.00 F Ice 2.50 1.61 0.09 B25 RRH4X30 C From 4.00 30.00 98.00 No Ice 2.12 129 0.05 Centroid-Le -7.00 1/2"Ice 231 1.45 0.07 g 0.00 F Ice 2.50 1.61 0.09 RRH4X25-WCS A From 4.00 30.00 98.00 No Ice 334 3.84 0.09 Centroid-Le 2.00 1/2"Ice 3.59 4.09 0.13 g 0.00 F Ice 3.84 436 0.16 RRH4X25-WCS B From 4.00 30.00 98.00 No Ice 334 3.84 0.09 Centroid-Le 2.00 1/2"Ice 3.59 4.09 0.13 g 0.00 F Ice 3.84 436 0.16 RRH4X25-WCS C From 4.00 30.00 98.00 No Ice 334 3.84 0.09 Centroid-Le 2.00 1/2"Ice 3.59 4.09 0.13 g 0.00 F Ice 3.84 436 0.16 DC6-48-60-18-RF A From 4.00 30.00 98.00 No Ice 121 121 0.03 Centroid-Le 2.00 1/2"Ice 1.89 1.89 0.05 g 0.00 F Ice 2.11 2.11 0.08 DC6-48-60-18-RF C From 4.00 30.00 98.00 No Ice 121 121 0.03 Centroid-Le 2.00 1/2"Ice 1.89 1.89 0.05 g 0.00 F Ice 2.11 2.11 0.08 (2)2.4 Dia x 6-ft Pipe A From 4.00 0.00 98.00 No Ice 1.43 1.43 0.02 Centroid-Le 2.00 1/2"Ice 1.93 1.93 0.03 g 0.00 F Ice 230 230 0.05 (2)2.4"Dia x 6-ft Pipe B From 4.00 0.00 98.00 No Ice 1.43 1.43 0.02 Centroid-Le 2.00 1/2"Ice 1.93 1.93 0.03 g 0.00 F Ice 230 230 0.05 (2)2.4"Dia x 6-ft Pipe C From 4.00 0.00 98.00 No Ice 1.43 1.43 0.02 Centroid-Le 2.00 1/2"Ice 1.93 1.93 0.03 g 0.00 F Ice 230 230 0.05 Platform Mount[LP C None 0.00 98.00 No Ice 2639 2639 236 1201-1_HR-11 1/2"Ice 31.40 31.40 3.06 1"Ice 3620 3620 3.86 a`a`RRa.a. tnxTower Job Page Mattituck(BU 843211) 16 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Description Face Offset Offsets: Azimuth Placement CAA CgAq Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft fr' fr' K ft ft MXOSFRO665-21 w/Mount A From 4.00 30.00 88.00 No Ice 8.01 423 0.11 Pipe Centraid-Le -4.00 1/2"Ice 8.52 4.69 0.19 g 0.00 F Ice 9.04 5.16 029 MXOSFRO665-21 w/Mount B From 4.00 30.00 88.00 No Ice 8.01 423 0.11 Pipe Centraid-Le -4.00 1/2"Ice 8.52 4.69 0.19 g 0.00 F Ice 9.04 5.16 029 MXOSFRO665-21 w/Mount C From 4.00 30.00 88.00 No Ice 8.01 423 0.11 Pipe Centraid-Le -4.00 1/2"Ice 8.52 4.69 0.19 g 0.00 F Ice 9.04 5.16 029 TAO8025-13605 A From 4.00 30.00 88.00 No Ice 196 1.13 008 Centraid-Le -4.00 1/2"Ice 2.14 127 0.09 g 0.00 F Ice 2.32 1.41 0.11 TAO8025-13605 B From 4.00 30.00 88.00 No Ice 196 1.13 008 Centraid-Le -4.00 1/2"Ice 2.14 127 0.09 g 0.00 F Ice 2.32 1.41 0.11 TAO8025-13605 C From 4.00 30.00 88.00 No Ice 196 1.13 008 Centraid-Le -4.00 1/2"Ice 2.14 127 0.09 g 0.00 F Ice 2.32 1.41 0.11 TAO8025-B604 A From 4.00 30.00 88.00 No Ice 196 0.98 0.06 Centraid-Le -4.00 1/2"Ice 2.14 1.11 008 g 0.00 F Ice 2.32 125 0.10 TAO8025-B604 B From 4.00 30.00 88.00 No Ice 196 0.98 0.06 Centraid-Le -4.00 1/2"Ice 2.14 1.11 008 g 0.00 F Ice 2.32 125 0.10 TAO8025-B604 C From 4.00 30.00 88.00 No Ice 196 0.98 0.06 Centraid-Le -4.00 1/2"Ice 2.14 1.11 008 g 0.00 F Ice 2.32 125 0.10 RDIDC-9181-PF-48 A From 4.00 30.00 88.00 No Ice 2.01 1.17 0.02 Centraid-Le -4.00 1/2"Ice 2.19 1.31 0.04 g 0.00 F Ice 237 1.46 0.06 (2)2.4"x R'Pipe A From 4.00 0.00 88.00 No Ice 1.90 1.90 0.03 Centraid-Le 2.00 1/2"Ice 2.73 2.73 0.05 g 0.00 F Ice 3.42 3.42 0.07 (2)2.4"x R'Pipe B From 4.00 0.00 88.00 No Ice 1.90 1.90 0.03 Centraid-Le 2.00 1/2"Ice 2.73 2.73 0.05 g 0.00 F Ice 3.42 3.42 0.07 (2)2.4"x R'Pipe C From 4.00 0.00 88.00 No Ice 1.90 1.90 0.03 Centraid-Le 2.00 1/2"Ice 2.73 2.73 0.05 g 0.00 F Ice 3.42 3.42 0.07 Commscope MC-PKR-DSH A None 0.00 88.00 No Ice 3424 3424 1.75 1/2"Ice 62.95 62.95 2.10 1"Ice 91.66 91.66 2.45 a`a`7Ra.a. (2)X7CQAP-465-VRO A From 4.00 -28.00 78.00 No Ice 756 3.73 0.05 Centraid-Le 4.00 1/2"Ice 824 433 0.09 g 0.00 F Ice 8.93 4.95 0.14 (2)X7CQAP-465-VRO B From 4.00 -50.00 78.00 No Ice 756 3.73 0.05 Centraid-Le -2.00 1/2"Ice 824 433 0.09 g 0.00 F Ice 8.93 4.95 0.14 (2)X7CAP-FRO-440-VRO C From 4.00 5.00 78.00 No Ice 11.15 321 0.06 Centraid-Le 4.00 1/2"Ice 11.84 3.75 0.12 g 0.00 F Ice 12.55 430 0.19 RFVOIU-D1A A From 4.00 -28.00 78.00 No Ice 1.88 125 008 Centraid-Le 2.00 1/2"Ice 2.05 139 0.10 g 0.00 F Ice 222 1.54 0.12 RFVOIU-D1A B From 4.00 -50.00 78.00 No Ice 1.88 125 008 Centraid-Le 2.00 1/2"Ice 2.05 139 0.10 tnxTower Job Page Mattituck(BU 843211) 17 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Description Face Offset Offsets: Azimuth Placement CAA CgAq Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft fr' fr' K ft ft g 0.00 F Ice 222 1.54 0.12 RFVOIU-D1A C From 4.00 5.00 78.00 No Ice 1.88 125 0.08 Centroid-Le 2.00 1/2"Ice 2.05 1.39 0.10 g 0.00 F Ice 222 1.54 0.12 RFVOIU-D2A A From 4.00 -28.00 78.00 No Ice 1.88 1.01 0.07 Centroid-Le 6.00 1/2"Ice 2.05 1.14 0.09 g 0.00 F Ice 222 128 0.11 RFVOIU-D2A B From 4.00 -50.00 78.00 No Ice 1.88 1.01 0.07 Centroid-Le 6.00 1/2"Ice 2.05 1.14 0.09 g 0.00 F Ice 222 128 0.11 RFVOIU-D2A C From 4.00 5.00 78.00 No Ice 1.88 1.01 0.07 Centroid-Le 6.00 1/2"Ice 2.05 1.14 0.09 g 0.00 F Ice 222 128 0.11 RXXDC-3315-PF-48 A From 4.00 -28.00 78.00 No Ice 3.92 2.61 0.03 Centroid-Le 2.00 1/2"Ice 4.18 2.83 0.06 g 0.00 F Ice 4.45 3.05 0.10 RXXDC-3315-PF-48 B From 4.00 -50.00 78.00 No Ice 3.92 2.61 0.03 Centroid-Le 6.00 1/2"Ice 4.18 2.83 0.06 g 0.00 F Ice 4.45 3.05 0.10 RXXDC-3315-PF-48 C From 4.00 5.00 78.00 No Ice 3.92 2.61 0.03 Centroid-Le 2.00 1/2"Ice 4.18 2.83 0.06 g 0.00 F Ice 4.45 3.05 0.10 (2)1-5/8"xl-5/8"Unistrut A From 4.00 0.00 78.00 No Ice 1.95 0.00 0.01 (I 2-ftHorizontal) Centroid-Le 0.00 1/2"Ice 2.76 0.00 0.03 g 0.00 F Ice 3.58 0.00 0.06 (2)1-5/8"xl-5/8"Unistrut B From 4.00 0.00 78.00 No Ice 1.95 0.00 0.01 (I 2-ftHorizontal) Centroid-Le 0.00 1/2"Ice 2.76 0.00 0.03 g 0.00 F Ice 3.58 0.00 0.06 (2)1-5/8"xl-5/8"Unistrut C From 4.00 0.00 78.00 No Ice 1.95 0.00 0.01 (I 2-ftHorizontal) Centroid-Le 0.00 1/2"Ice 2.76 0.00 0.03 g 0.00 F Ice 3.58 0.00 0.06 Platform Mount[LP C None 0.00 78.00 No Ice 35.03 35.03 1.86 301-1_KCKRI 1/2"Ice 44.46 44.46 2.52 1"Ice 53.72 53.72 333 ERICSSON AIR 21 B4A A From Face 3.00 -20.00 61.00 No Ice 3.14 2.59 0.11 B2P w/Mount Pipe -2.50 1/2"Ice 3.45 2.88 0.16 0.00 F Ice 3.77 3.19 022 ERICSSON AIR 21 B4A B From Face 3.00 -30.00 61.00 No Ice 3.14 2.59 0.11 B2P w/Mount Pipe -2.50 1/2"Ice 3.45 2.88 0.16 0.00 F Ice 3.77 3.19 022 ERICSSON AIR 21 B4A C From Face 3.00 -20.00 61.00 No Ice 3.14 2.59 0.11 B2P w/Mount Pipe -2.50 1/2"Ice 3.45 2.88 0.16 0.00 F Ice 3.77 3.19 022 APXVAARR24_43-U-NA20 A From Face 3.00 -20.00 61.00 No Ice 14.69 6.87 0.19 w/Mount Pipe 2.50 1/2"Ice 15.46 7.55 031 0.00 F Ice 1623 825 0.46 APXVAARR24_43-U-NA20 B From Face 3.00 -30.00 61.00 No Ice 14.69 6.87 0.19 w/Mount Pipe 2.50 1/2"Ice 15.46 7.55 031 0.00 F Ice 1623 825 0.46 APXVAARR24_43-U-NA20 C From Face 3.00 -20.00 61.00 No Ice 14.69 6.87 0.19 w/Mount Pipe 2.50 1/2"Ice 15.46 7.55 031 0.00 F Ice 1623 825 0.46 S20057AI A From Face 3.00 -20.00 61.00 No Ice 0.70 035 0.01 -2.50 1/2"Ice 0.82 0.44 0.02 1.00 F Ice 0.94 0.54 0.02 S20057AI B From Face 3.00 -30.00 61.00 No Ice 0.70 035 0.01 tnxTower Job Page Mattituck(BU 843211) 18 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Description Face Offset Offsets: Azimuth Placement CAA CgAq Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft fr' fr' K ft ft -2.50 1/2"Ice O.82 0.44 0.02 1.00 F Ice 0.94 0.54 0.02 S20057AI C From Face 3.00 -20.00 61.00 No Ice 0.70 0.35 0.01 -2.50 1/2"Ice O.82 0.44 0.02 1.00 F Ice 0.94 0.54 0.02 RRUS 11 B2 A From Face 3.00 -20.00 61.00 No Ice 2.83 1.18 0.05 -2.50 1/2"Ice 3.04 133 0.07 1.00 F Ice 326 1.48 0.10 RRUS 11 B2 B From Face 3.00 -30.00 61.00 No Ice 2.83 1.18 0.05 -2.50 1/2"Ice 3.04 133 0.07 1.00 F Ice 326 1.48 0.10 RRUS 11 B2 C From Face 3.00 -20.00 61.00 No Ice 2.83 1.18 0.05 -2.50 1/2"Ice 3.04 133 0.07 1.00 F Ice 326 1.48 0.10 RADIO 4449 B 12/1371 A From Face 3.00 -20.00 61.00 No Ice 1.64 1.15 0.08 2.50 1/2"Ice 1.80 129 0.09 0.00 F Ice 1.97 1.44 0.11 RADIO 4449 B 12/1371 B From Face 3.00 -30.00 61.00 No Ice 1.64 1.15 0.08 2.50 1/2"Ice 1.80 129 0.09 0.00 F Ice 1.97 1.44 0.11 RADIO 4449 B 12/1371 C From Face 3.00 -20.00 61.00 No Ice 1.64 1.15 0.08 2.50 1/2"Ice 1.80 129 0.09 0.00 F Ice 1.97 1.44 0.11 T-Arm Mount[TA 702-31 C None 0.00 61.00 No Ice 4.75 4.75 034 1/2"Ice 5.82 5.82 0.43 1"Ice 6.98 6.98 0.55 aaa aaa< aaa 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 ft-' K a`a`9Ra.a. aaaaaaa Load Combinations Comb. Description No- 1 Dead Only 2 12 Dead+1.0 Wind 0 deg-No Ice 3 0.9 Dead+1.0 Wind 0 deg-No Ice 4 12 Dead+1.0 Wind 30 deg-No Ice tnxTower Job Page Mattituck(BU 843211) 19 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Comb. Description No- 5 0.9 Dead+1.0 Wind 30 deg-No Ice 6 12 Dead+1.0 Wind 60 deg-No Ice 7 0.9 Dead+1.0 Wind 60 deg-No Ice 8 12 Dead+1.0 Wind 90 deg-No Ice 9 0.9 Dead+1.0 Wind 90 deg-No Ice 10 12 Dead+1.0 Wind 120 deg-No Ice 11 0.9 Dead+1.0 Wind 120 deg-No Ice 12 12 Dead+1.0 Wind 150 deg-No Ice 13 0.9 Dead+1.0 Wind 150 deg-No Ice 14 12 Dead+1.0 Wind 180 deg-No Ice 15 0.9 Dead+1.0 Wind 180 deg-No Ice 16 12 Dead+1.0 Wind 210 deg-No Ice 17 0.9 Dead+1.0 Wind 210 deg-No Ice 18 12 Dead+1.0 Wind 240 deg-No Ice 19 0.9 Dead+1.0 Wind 240 deg-No Ice 20 12 Dead+1.0 Wind 270 deg-No Ice 21 0.9 Dead+1.0 Wind 270 deg-No Ice 22 12 Dead+1.0 Wind 300 deg-No Ice 23 0.9 Dead+1.0 Wind 300 deg-No Ice 24 12 Dead+1.0 Wind 330 deg-No Ice 25 0.9 Dead+1.0 Wind 330 deg-No Ice 26 12 Dead+1.0 Ice+1.0 Temp 27 12 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 12 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 12 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 12 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 12 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 12 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 12 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 12 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 12 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 12 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 12 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 12 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 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service Maximum Member Forces Section Elevation Component Condition Gov. Axial MajorAxis Minot-Axis No. ft Type Load Moment Moment Comb. K kip-It kip-It Ll 107.5-102.5 Pale Max Tension 26 0.00 -0.00 -0.00 Max.Compression 26 -724 0.02 -0.01 Max.Mx 20 -3.92 29.30 024 Max.My 14 -3.89 -020 -30.71 Max.Vy 20 -5.80 29.30 024 Max.Vx 2 -6.06 031 30.70 Max.Torque 13 0.58 tnxTower Job Page Mattituck(BU 843211) 20 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Section Elevation Component Condition Gov. Axial MajorAxis Minot-Axis No. ft Type Load Moment Moment Comb. K kip-It kip-It L2 102.5-97.5 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -1627 023 031 Max.Mx 20 -8.87 6203. 0.60 Max.My 2 -8.84 0.60 64.77 Max.Vy 20 -1132 6203. 0.60 Max.Vx 2 -11.58 0.60 64.77 Max.Torque 13 0.58 L3 97.5-92.5 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -16.92 024 033 Max.Mx 20 -934 119.72 0.85 Max.My 2 -932 0.81 123.76 Max.Vy 20 -11.76 119.72 0.85 Max.Vx 2 -12.02 0.81 123.76 Max.Torque 13 0.57 L4 92.5-87.5 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -22.48 0.50 0.59 Max.Mx 20 -12.77 18156 1.16 Max.My 2 -12.75 1.07 186.90 Max.Vy 20 -15.87 18156 1.16 Max.Vx 2 -16.15 1.07 186.90 Max.Torque 9 0.64 L5 87.5-82.5 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -23.18 0.53 0.63 Max.Mx 20 -1331 261.98 133 Max.My 2 -1329 120 268.71 Max.Vy 20 -1630 261.98 133 Max.Vx 2 -16.58 120 268.71 Max.Torque 9 0.64 L6 82.5-77.5 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -29.86 0.44 1.92 Max.Mx 20 -16.88 346.79 1.67 Max.My 2 -16.90 124 35529 Max.Vy 20 -21.46 346.79 1.67 Max.Vx 2 -21.17 124 35529 Max.Torque 11 4.57 L7 77.5-71.75 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -30.17 0.46 1.93 Max.Mx 20 -17.14 389.86 125 Max.My 2 -17.16 0.80 397.78 Max.Vy 20 -21.62 389.86 125 Max.Vx 2 -2133 0.80 397.78 Max.Torque 11 4.57 L8 71.75-70.5 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -31.46 0.49 1.97 Max.Mx 20 -18.13 499.15 0.18 Max.My 2 -18.15 -032 505.62 Max.Vy 20 -22.09 499.15 0.18 Max.Vx 2 -21.80 -032 505.62 Max.Torque 11 4.57 L9 70.5-65.5 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -3231 0.53 2.01 Max.Mx 20 -18.89 61056 -0.89 Max.My 2 -18.91 -1.43 615.57 Max.Vy 20 -22.49 610.56 -0.89 Max.Vx 2 -22.19 -1.43 615.57 Max.Torque 11 4.57 L10 65.5-60.5 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -36.63 0.57 2.05 Max.Mx 20 -21.52 72532 -1.95 Max.My 2 -21.53 -2.50 72896 Max.Vy 20 -25.15 72532 -1.95 tnxTower Job Page Mattituck(BU 843211) 21 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Section Elevation Component Condition Gov. Axial MajorAxis Minot-Axis No. ft Type Load Moment Moment Comb. K kip-It kip-It Max.Vx 2 -24.99 -2.50 728.96 Max.Torque 11 4.76 Ll1 60.5-55.5 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -37.62 0.72 2.15 Max.Mx 20 -2239 851.94 -2.88 Max.My 2 -22.40 -3.44 854.77 Max.Vy 20 -25.50 851.94 -2.88 Max.Vx 2 -2535 -3.44 854.77 Max.Torque 11 4.75 L12 55.5-53.58 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -38.03 0.77 2.19 Max.Mx 20 -22.71 901.03 -324 Max.My 2 -22.72 -3.79 903.54 Max.Vy 20 -25.65 901.03 -324 Max.Vx 2 -25.49 -3.79 903.54 Max.Torque 11 4.75 L13 53.58-5333 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -38.10 0.78 2.19 Max.Mx 20 -22.81 907.44 -329 Max.My 2 -22.81 -3.84 909.91 Max.Vy 20 -25.65 907.44 -329 Max.Vx 2 -25.49 -3.84 909.91 Max.Torque 11 4.75 L14 5333-4833 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -39.57 0.91 227 Max.Mx 20 -24.02 1036.75 -422 Max.My 2 -24.03 -4.77 1038.41 Max.Vy 20 -26.07 1036.75 -422 Max.Vx 2 -25.91 -4.77 1038.41 Max.Torque 11 4.75 L15 4833-4333 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -41.04 1.04 236 Max.Mx 20 -2526 1168.09 -5.16 Max.My 2 -2527 -5.70 1168.92 Max.Vy 20 -26.47 1168.09 -5.16 Max.Vx 2 -2631 -5.70 1168.92 Max.Torque 11 4.75 L16 4333-35.5 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -42.03 1.13 2.41 Max.Mx 20 -26.10 1256.64 -5.78 Max.My 2 -26.11 -632 1256.93 Max.Vy 20 -26.72 1256.64 -5.78 Max.Vx 2 -2656 -632 1256.93 Max.Torque 11 4.75 L17 35.5-35 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -4430 126 2.50 Max.Mx 20 -27.94 139137 -6.71 Max.My 2 -27.95 -724 1390.84 Max.Vy 20 -27.15 139137 -6.71 Max.Vx 2 -27.00 -724 1390.84 Max.Torque 11 4.74 L18 35-30 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -4556 1.40 2.58 Max.Mx 20 -29.04 1527.87 -7.65 Max.My 2 -29.05 -8.15 1526.51 Max.Vy 20 -27.45 1527.87 -7.65 Max.Vx 2 -2729 -8.15 1526.51 Max.Torque 11 4.74 L19 30-27.75 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -46.14 1.46 2.62 Max.Mx 20 -29.54 1589.75 -8.07 tnxTower Job Page Mattituck(BU 843211) 22 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Section Elevation Component Condition Gov. Axial MajorAxis Minot-Axis No. ft Type Load Moment Moment Comb. K kip-It kip-It Max.My 2 -29.55 -856 1588.02 Max.Vy 20 -27.57 1589.75 -8.07 Max.Vx 2 -27.41 -856 1588.02 Max.Torque 11 4.74 L20 27.75-27.5 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -4623 1.47 2.63 Max.Mx 20 -29.64 1596.64 -8.11 Max.My 2 -29.65 -8.61 1594.87 Max.Vy 20 -27.57 1596.64 -8.11 Max.Vx 2 -27.41 -8.61 1594.87 Max.Torque 11 4.74 L21 27.5-22.5 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -48.02 1.60 2.71 Max.Mx 20 -31.19 173538 -9.04 Max.My 2 -3120 -9.51 1732.79 Max.Vy 20 -27.92 173538 -9.04 Max.Vx 2 -27.76 -9.51 1732.79 Max.Torque 11 4.74 L22 22.5-17.5 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -49.82 1.74 2.80 Max.Mx 20 -32.78 1875.73 -9.97 Max.My 2 -32.78 -10.42 187232 Max.Vy 20 -2823 1875.73 -9.97 Max.Vx 2 -28.07 -10.42 187232 Max.Torque 11 4.74 L23 17.5-12.5 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -51.63 1.87 2.89 Max.Mx 20 -3439 2017.55 -10.90 Max.My 2 -3439 -1131 201331 Max.Vy 20 -28.50 2017.55 -10.90 Max.Vx 2 -2835 -1131 201331 Max.Torque 11 4.74 L24 12.5-7.5 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -53.45 2.01 2.97 Max.Mx 20 -36.02 2160.73 -11.82 Max.My 2 -36.02 -1220 2155.67 Max.Vy 20 -28.77 2160.73 -11.82 Max.Vx 2 -28.61 -1220 2155.67 Max.Torque 11 4.74 L25 7.5-3.92 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -54.75 2.11 3.04 Max.Mx 20 -3720 2264.06 -12.48 Max.My 2 -3720 -12.83 2258.42 Max.Vy 20 -2896 2264.06 -12.48 Max.Vx 2 -28.81 -12.83 2258.42 Max.Torque 11 4.74 L26 3.92-3.67 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -54.86 2.11 3.04 Max.Mx 20 -3731 227130 -12.53 Max.My 2 -3731 -12.87 2265.62 Max.Vy 20 -2896 227130 -12.53 Max.Vx 2 -28.80 -12.87 2265.62 Max.Torque 11 4.74 L27 3.67-325 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -55.05 2.12 3.05 Max.Mx 20 -37.48 2283.48 -12.60 Max.My 2 -37.48 -12.95 2277.72 Max.Vy 20 -28.99 2283.48 -12.60 Max.Vx 2 -28.83 -12.95 2277.72 Max.Torque 11 4.74 L28 325-3 Pale Max Tension 1 0.00 0.00 0.00 tnxTower Job Page Mattituck(BU 843211) 23 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Section Elevation Component Condition Gov. Axial MajorAxis Minot-Axis No. ft Type Load Moment Moment Comb. K kip-It kip-It Max.Compression 26 -55.14 2.13 3.05 Max.Mx 20 -3756 2290.73 -12.65 Max.My 2 -3756 -12.99 2284.93 Max.Vy 20 -29.00 2290.73 -12.65 Max.Vx 2 -28.85 -12.99 2284.93 Max.Torque 11 4.74 L29 3-0 Pale Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -56.17 221 3.10 Max.Mx 20 -38.51 2378.00 -1320 Max.My 2 -38.51 -13.52 2371.72 Max.Vy 20 -29.17 2378.00 -1320 Max.Vx 2 -29.02 -13.52 2371.72 Max.Torque 11 4.74 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,7 Load K K K Comb. Pale Max.Vert 27 56.17 -0.03 6.64 Max.H, 20 38.52 29.15 -0.19 Max.H., 2 38.52 -0.19 29.00 Max.M, 2 2371.72 -0.19 29.00 Max.M., 8 2376.05 -29.15 0.19 Max.Torsion 11 4.74 -25.15 -14.33 Min.Vert 25 28.89 14.41 25.02 Min.H, 8 38.52 -29.15 0.19 Min.H., 14 38.52 0.19 -29.00 Min.M, 14 -2369.03 0.19 -29.00 Min.M., 20 -2378.00 29.15 -0.19 Min.Torsion 23 -4.73 25.15 1433 Tower Mast Reaction Summary Load Vertical Shear Shear, Overturning Overturning Torque Combination Moment,M Moment,M, K K K kip-ft kip-ft kip-ft Dead Only 32.10 0.00 0.00 -1.07 0.79 0.00 12 Dead+1.0 Wind 0 deg-No 38.52 0.19 -29.00 -2371.72 -13.52 2.55 Ice 0.9 Dead+1.0 Wind 0 deg-No 28.89 0.19 -29.00 -2346.43 -13.65 2.55 Ice 12 Dead+1.0 Wind 30 deg-No 38.52 14.74 -2521 -206139 -1200.09 022 Ice 0.9 Dead+1.0 Wind 30 deg-No 28.89 14.74 -2521 -203938 -1187.77 022 Ice 12 Dead+1.0 Wind 60 deg-No 38.52 2534 -14.66 -1199.08 -2064.83 -2.17 Ice 0.9 Dead+1.0 Wind 60 deg-No 28.89 2534 -14.66 -1186.16 -2043.43 -2.18 Ice 12 Dead+1.0 Wind 90 deg-No 38.52 29.15 -0.19 -15.83 -2376.05 -3.99 Ice 0.9 Dead+1.0 Wind 90 deg-No 28.89 29.15 -0.19 -1536 -235137 -3.99 tnxTower Job Page Mattituck(BU 843211) 24 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Load Vertical Shear Shear, Overturning Overturning Torque Combination Moment,M Moment,M, K K K kip It kip It kip It Ice 12 Dead+1.0 Wind 120 deg- 38.52 25.15 14.33 1171.32 -205034 -4.73 No Ice 0.9 Dead+1.0 Wind 120 deg- 28.89 25.15 14.33 1159.30 -2029.06 -4.74 No Ice 12 Dead+1.0 Wind 150 deg- 38.52 14.41 25.02 204424 -1174.95 -420 No Ice 0.9 Dead+1.0 Wind 150 deg- 28.89 14.41 25.02 2023.06 -1162.85 -421 No Ice 12 Dead+1.0 Wind 180 deg- 38.52 -0.19 29.00 2369.03 15.51 -2.55 No Ice 0.9 Dead+1.0 Wind 180 deg- 28.89 -0.19 29.00 2344.44 15.13 -2.55 No Ice 12 Dead+1.0 Wind 210 deg- 38.52 -14.74 2521 2058.69 1202.05 -021 No Ice 0.9 Dead+1.0 Wind 210 deg- 28.89 -14.74 2521 2037.39 118922 -021 No Ice 12 Dead+1.0 Wind 240 deg- 38.52 -2534 14.66 1196.41 2066.77 2.18 No Ice 0.9 Dead+1.0 Wind 240 deg- 28.89 -2534 14.66 1184.18 2044.87 2.19 No Ice 12 Dead+1.0 Wind 270 deg- 38.52 -29.15 0.19 1320 2378.00 3.98 No Ice 0.9 Dead+1.0 Wind 270 deg- 28.89 -29.15 0.19 13.41 2352.82 3.99 No Ice 12 Dead+1.0 Wind 300 deg- 38.52 -25.15 -1433 -1173.95 205232 4.72 No Ice 0.9 Dead+1.0 Wind 300 deg- 28.89 -25.15 -1433 -116125 2030.54 4.73 No Ice 12 Dead+1.0 Wind 330 deg- 38.52 -14.41 -25.02 -2046.90 1176.96 420 No Ice 0.9 Dead+1.0 Wind 330 deg- 28.89 -14.41 -25.02 -2025.02 116434 420 No Ice 12 Dead+1.0 Ice+1.0 Temp 56.17 -0.00 -0.00 -3.10 221 -0.00 12 Dead+1.0 Wind 0 deg+1.0 56.17 0.03 -6.64 -546.72 -0.10 0.43 Ice+1.0 Temp 12 Dead+1.0 Wind 30 deg+1.0 56.17 336 -5.77 -475.09 -272.10 0.02 Ice+1.0 Temp 12 Dead+1.0 Wind 60 deg+1.0 56.17 5.79 -335 -277.01 -470.57 -039 Ice+1.0 Temp 12 Dead+1.0 Wind 90 deg+1.0 56.17 6.67 -0.03 -5.57 -54235 -0.70 Ice+1.0 Temp 12 Dead+1.0 Wind 120 56.17 5.76 330 266.51 -46820 -0.82 deg+1.0 Ice+1.0 Temp 12 Dead+1.0 Wind 150 56.17 331 5.74 46633 -267.99 -0.72 deg+1.0 Ice+1.0 Temp 12 Dead+1.0 Wind 1S0 56.17 -0.03 6.64 54033 4.64 -0.43 deg+1.0 Ice+1.0 Temp 12 Dead+1.0 Wind 210 56.17 -336 5.77 468.70 276.63 -0.02 deg+1.0 Ice+1.0 Temp 12 Dead+1.0 Wind 240 56.17 -5.79 335 270.62 475.10 039 deg+1.0 Ice+1.0 Temp 12 Dead+1.0 Wind 270 56.17 -6.67 0.03 -0.82 546.88 0.70 deg+1.0 Ice+1.0 Temp 12 Dead+1.0 Wind 300 56.17 -5.76 -330 -272.90 472.73 0.82 deg+1.0 Ice+1.0 Temp 12 Dead+1.0 Wind 330 56.17 -331 -5.74 -472.72 272.52 0.72 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 32.10 0.04 -6.00 -489.05 -2.18 0.53 Dead+Wind 30 deg-Service 32.10 3.05 -522 -425.17 -246.43 0.04 Dead+Wind 60 deg-Service 32.10 525 -3.04 -247.67 -424.43 -0.46 tnxTower Job Page Mattituck(BU 843211) 25 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Load Vertical Shear Shear, Overturning Overturning Torque Combination Moment,M Moment,M, K K K kip It kip It kip It Dead+Wind 90 deg-Service 32.10 6.04 -0.04 -4.11 -488.49 -0.84 Dead+Wind 120 deg-Service 32.10 521 2.97 24026 -421.44 -0.99 Dead+Wind 150 deg-Service 32.10 2.98 5.18 419.95 -24125 -0.88 Dead+Wind 180 deg-Service 32.10 -0.04 6.00 486.81 3.80 -0.53 Dead+Wind 210 deg-Service 32.10 -3.05 522 422.94 248.05 -0.04 Dead+Wind 240 deg-Service 32.10 -525 3.04 245.44 426.05 0.46 Dead+Wind 270 deg-Service 32.10 -6.04 0.04 1.87 490.11 0.84 Dead+Wind 300 deg-Service 32.10 -521 -2.97 -242.49 423.07 0.99 Dead+Wind 330 deg-Service 32.10 -2.98 -5.18 -422.18 242.88 0.88 Solution Summary Sum oJApp lied Forces Sum of Reactions Load PX PY P7 PX PY P7 %Error Comb. K K K K K K 1 0.00 -32.10 0.00 0.00 32.10 0.00 0.000% 2 0.19 -38.52 -29.00 -0.19 38.52 29.00 0.000% 3 0.19 -28.89 -29.00 -0.19 28.89 29.00 0.000% 4 14.74 -38.52 -2521 -14.74 38.52 2521 0.000% 5 14.74 -28.89 -2521 -14.74 28.89 2521 0.000% 6 2534 -38.52 -14.66 -2534 38.52 14.66 0.000% 7 2534 -28.89 -14.66 -2534 28.89 14.66 0.000% 8 29.15 -38.52 -0.19 -29.15 38.52 0.19 0.000% 9 29.15 -28.89 -0.19 -29.15 28.89 0.19 0.000% 10 25.15 -38.52 1433 -25.15 38.52 -1433 0.000% 11 25.15 -28.89 1433 -25.15 28.89 -1433 0.000% 12 14.41 -38.52 25.02 -14.41 38.52 -25.02 0.000% 13 14.41 -28.89 25.02 -14.41 28.89 -25.02 0.000% 14 -0.19 -38.52 29.00 0.19 38.52 -29.00 0.000% 15 -0.19 -28.89 29.00 0.19 28.89 -29.00 0.000% 16 -14.74 -38.52 2521 14.74 38.52 -2521 0.000% 17 -14.74 -28.89 2521 14.74 28.89 -2521 0.000% 18 -2534 -38.52 14.66 2534 38.52 -14.66 0.000% 19 -2534 -28.89 14.66 2534 28.89 -14.66 0.000% 20 -29.15 -38.52 0.19 29.15 38.52 -0.19 0.000% 21 -29.15 -28.89 0.19 29.15 28.89 -0.19 0.000% 22 -25.15 -38.52 -1433 25.15 38.52 1433 0.000% 23 -25.15 -28.89 -1433 25.15 28.89 1433 0.000% 24 -14.41 -38.52 -25.02 14.41 38.52 25.02 0.000% 25 -14.41 -28.89 -25.02 14.41 28.89 25.02 0.000% 26 0.00 -56.17 0.00 0.00 56.17 0.00 0.000% 27 0.03 -56.17 -6.64 -0.03 56.17 6.64 0.000% 28 336 -56.17 -5.77 -336 56.17 5.77 0.000% 29 5.79 -56.17 -335 -5.79 56.17 335 0.000% 30 6.67 -56.17 -0.03 -6.67 56.17 0.03 0.000% 31 5.76 -56.17 330 -5.76 56.17 -330 0.000% 32 331 -56.17 5.74 -331 56.17 -5.74 0.000% 33 -0.03 -56.17 6.64 0.03 56.17 -6.64 0.000% 34 -336 -56.17 5.77 336 56.17 -5.77 0.000% 35 -5.79 -56.17 335 5.79 56.17 -335 0.000% 36 -6.67 -56.17 0.03 6.67 56.17 -0.03 0.000% 37 -5.76 -56.17 -330 5.76 56.17 330 0.000% 38 -331 -56.17 -5.74 331 56.17 5.74 0.000% 39 0.04 -32.10 -6.00 -0.04 32.10 6.00 0.000% 40 3.05 -32.10 -522 -3.05 32.10 522 0.000% 41 525 -32.10 -3.04 -525 32.10 3.04 0.000% 42 6.04 -32.10 -0.04 -6.04 32.10 0.04 0.000% 43 521 -32.10 2.97 -521 32.10 -2.97 0.000% tnxTower Job Page Mattituck(BU 843211) 26 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Sum ofApplied Forces Sum of Reactions Load PX PY P7 PX PY P7 %Error Comb. K K K K K K 44 2.98 -32.10 5.18 -2.98 32.10 -5.18 0.000% 45 -0.04 -32.10 6.00 0.04 32.10 -6.00 0.000% 46 -3.05 -32.10 522 3.05 32.10 -522 0.000% 47 -525 -32.10 3.04 525 32.10 -3.04 0.000% 48 -6.04 -32.10 0.04 6.04 32.10 -0.04 0.000% 49 -521 -32.10 -2.97 521 32.10 2.97 0.000% 50 -2.98 -32.10 -5.18 2.98 32.10 5.18 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 0.00056285 3 Yes 5 0.00000001 0.00026111 4 Yes 6 0.00000001 0.00024192 5 Yes 6 0.00000001 0.00007749 6 Yes 6 0.00000001 0.00025283 7 Yes 6 0.00000001 0.00008141 8 Yes 5 0.00000001 0.00085310 9 Yes 5 0.00000001 0.00039662 10 Yes 6 0.00000001 0.00021380 11 Yes 6 0.00000001 0.00006810 12 Yes 6 0.00000001 0.00026064 13 Yes 6 0.00000001 0.00008475 14 Yes 5 0.00000001 0.00043004 15 Yes 5 0.00000001 0.00020024 16 Yes 6 0.00000001 0.00023966 17 Yes 6 0.00000001 0.00007674 18 Yes 6 0.00000001 0.00022934 19 Yes 6 0.00000001 0.00007308 20 Yes 5 0.00000001 0.00071972 21 Yes 5 0.00000001 0.00033567 22 Yes 6 0.00000001 0.00026433 23 Yes 6 0.00000001 0.00008596 24 Yes 6 0.00000001 0.00021678 25 Yes 6 0.00000001 0.00006901 26 Yes 4 0.00000001 0.00018705 27 Yes 6 0.00000001 0.00013474 28 Yes 6 0.00000001 0.00014980 29 Yes 6 0.00000001 0.00014994 30 Yes 6 0.00000001 0.00013323 31 Yes 6 0.00000001 0.00014598 32 Yes 6 0.00000001 0.00014723 33 Yes 6 0.00000001 0.00013241 34 Yes 6 0.00000001 0.00014836 35 Yes 6 0.00000001 0.00014833 36 Yes 6 0.00000001 0.00013428 37 Yes 6 0.00000001 0.00015066 38 Yes 6 0.00000001 0.00014924 39 Yes 4 0.00000001 0.00063502 40 Yes 5 0.00000001 0.00006274 41 Yes 5 0.00000001 0.00007207 42 Yes 4 0.00000001 0.00089079 43 Yes 5 0.00000001 0.00005843 44 Yes 5 0.00000001 0.00008171 tnxTower Job Page Mattituck(BU 843211) 27 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B 45 Yes 4 0.00000001 0.00060942 46 Yes 5 0.00000001 0.00006132 47 Yes 5 0.00000001 0.00005708 48 Yes 4 0.00000001 0.00086840 49 Yes 5 0.00000001 0.00008628 50 Yes 5 0.00000001 0.00005788 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Ticist No. Deflection Load ft in Comb. Ll 107.5-102.5 13.57 40 1.04 0.01 L2 102.5-97.5 12.48 40 1.04 0.01 L3 97.5-92.5 11.39 40 1.03 0.01 L4 92.5-87.5 10.32 40 1.01 0.01 L5 87.5-82.5 928 40 0.98 0.01 L6 825-77.5 827 40 0.95 0.01 L7 77.5-71.75 7.30 40 0.90 0.01 LS 75.5-70.5 6.92 40 0.88 0.01 L9 70.5-65.5 6.02 40 0.85 0.00 LIO 65.5-60.5 5.16 40 0.78 0.00 Ll1 60.5-55.5 4.38 40 0.71 0.00 L12 55.5-53.58 3.67 40 0.64 0.00 L13 53.58-5333 3.42 40 0.61 0.00 L14 5333-4833 339 40 0.60 0.00 L15 4833-4333 2.79 40 0.55 0.00 L16 4333-35.5 223 40 0.50 0.00 L17 40-35 1.90 40 0.46 0.00 LIS 35-30 1.44 40 0.42 0.00 L19 30-27.75 1.04 47 034 0.00 L20 27.75-27.5 0.89 47 030 0.00 L21 27.5-22.5 0.87 47 030 0.00 L22 22.5-17.5 0.58 47 025 0.00 L23 17.5-12.5 035 47 0.19 0.00 L24 12.5-7.5 0.18 47 0.14 0.00 L25 7.5-3.92 0.06 47 0.08 0.00 L26 3.92-3.67 0.02 47 0.04 0.00 L27 3.67-325 0.02 47 0.04 0.00 L28 325-3 0.01 47 0.04 0.00 L29 3-0 0.01 47 0.03 0.00 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Ticist Radius of Load Curvature ft Comb. in ft 108.50 24"x 16"Tap Hat 40 13.57 1.04 0.01 41919 107.50 3"x 6"SideLight 40 13.57 1.04 0.01 41919 107.00 AIR 6419 B41_TMO w/Mount Pipe 40 13.46 1.04 0.01 41919 98.00 (3)NNHH-65A-R4 w/Mount Pipe 40 11.50 1.03 0.01 22080 88.00 MXOSFRO665-21 w/Mount Pipe 40 938 0.99 0.01 9205 78.00 (2)X7CQAP-465-VRO 40 739 0.91 0.01 6293 61.00 ERICSSON AIR 21 B4A B2P w/ 40 4.46 0.72 0.00 3969 Mount Pipe tnxTower Job Page Mattituck(BU 843211) 28 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Ticist No. Deflection Load ft in Comb. Ll 107.5-1025 65.82 4 5.06 0.03 L2 102.5-97.5 60.53 4 5.05 0.03 L3 97.5-92.5 5528 4 5.00 0.03 L4 92.5-87.5 50.10 4 4.91 0.03 L5 87.5-82.5 45.03 4 4.78 0.03 L6 82.5-77.5 40.12 4 4.60 0.03 L7 77.5-71.75 35.42 6 438 0.03 LS 75.5-70.5 33.61 6 428 0.02 L9 70.5-65.5 2922 6 4.11 0.02 L10 65.5-60.5 25.08 6 3.80 0.02 Ll1 60.5-55.5 2128 6 3.46 0.02 L12 55.5-53.58 17.84 6 3.10 0.01 L13 53.58-5333 16.63 6 2.95 0.01 L14 5333-4833 16.48 6 2.94 0.01 L15 4833-4333 13.53 18 2.69 0.01 L16 4333-35.5 10.86 18 2.42 0.01 L17 40-35 923 18 224 0.01 LIS 35-30 6.98 18 2.05 0.01 L19 30-27.75 5.04 18 1.65 0.01 L20 27.75-27.5 430 18 1.47 0.00 L21 27.5-22.5 423 18 1.46 0.00 L22 22.5-17.5 2.83 18 120 0.00 L23 17.5-12.5 1.71 18 0.94 0.00 L24 12.5-7.5 0.87 18 0.67 0.00 L25 7.5-3.92 031 18 0.40 0.00 L26 3.92-3.67 0.09 18 020 0.00 L27 3.67-325 0.08 18 0.19 0.00 L28 325-3 0.06 18 0.18 0.00 L29 3-0 0.05 18 0.16 0.00 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Ticist Radius of Load Curvature .ft Comb. in ,ft 108.50 24"x 16"Tap Hat 4 65.82 5.06 0.03 8756 107.50 3"x 6"SideLight 4 65.82 5.06 0.03 8756 107.00 AIR 6419 B41_TMO w/Mount Pipe 4 6529 5.06 0.03 8756 98.00 (3)NNHH-65A-R4 w/Mount Pipe 4 55.81 5.01 0.03 4619 88.00 MXOSFRO665-21 w/Mount Pipe 4 45.53 4.80 0.03 1922 78.00 (2)X7CQAP-465-VRO 4 35.88 4.41 0.03 1312 61.00 ERICSSON AIR 21 B4A B2P w/ 6 21.64 3.50 0.02 824 Mount Pipe Compression Checks tnxTower Job Page Mattituck(BU 843211) 29 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Pole Design Data Section Elevation Size L L Kl/r A P OP Ratio No. P ft ft ft in' K K Op" Ll 107.5-1025 TP24.ROORx24xO21RR 5.00 0.00 0.0 17.0677 -3.89 921.65 0.004 (1) L2 102.5-97.5(2) TP25.6017x24.8008xO2188 5.00 0.00 0.0 17.6237 -8.84 951.68 0.009 L3 97.5-92.5(3) TP26.4025x25.6017xO2188 5.00 0.00 0.0 18.1797 -932 981.71 0.009 L4 92.5-87.5(4) TP272034x26.4025xO2188 5.00 0.00 0.0 18.7358 -12.75 1011.73 0.013 L5 87.5-82.5(5) TP28.0042x272034xO2188 5.00 0.00 0.0 192918 -1329 1041.76 0.013 L6 82.5-77.5(6) TP28.805x28.0042xO2188 5.00 0.00 0.0 19.8478 -16.90 1071.78 0.016 L7 77.5-71.75(7) TP29.726x28.805xO2188 5.75 0.00 0.0 20.0702 -17.16 1083.79 0.016 L8 71.75-70.5(8) TP29.4886x28.6879xO25 5.00 0.00 0.0 232009 -18.15 1252.85 0.014 L9 70.5-65.5(9) TP302894x29.4886xO25 5.00 0.00 0.0 23.8363 -18.91 1287.16 0.015 L10 65.5-60.5(10) TP31.0902x302894xO25 5.00 0.00 0.0 24.4717 -21.51 1321.47 0.016 Ll1 60.5-55.5(11) TP31.8909x31.0902xO25 5.00 0.00 0.0 25.1071 -2238 1355.78 0.017 L12 55.5-53.58 TP32.1984x31.8909xO25 1.92 0.00 0.0 253511 -22.71 136896 0.017 (12) L13 53.58-5333 TP322385x32.1984x0.4188 025 0.00 0.0 422920 -22.80 2283.77 0.010 (13) L14 5333-4833 TP33.0392x322385x0.4125 5.00 0.00 0.0 42.7174 -24.01 2306.74 0.010 (14) L15 4833-4333 TP33.84x33.0392x0.4125 5.00 0.00 0.0 43.7658 -2525 236335 0.011 (15) L16 4333-35.5 TP35.094x33.84x0.4063 7.83 0.00 0.0 43.7984 -26.10 2365.11 0.011 (16) L17 35.5-35(17) TP34.6741x33.8733xO3125 5.00 0.00 0.0 34.0825 -27.94 1993.82 0.014 L18 35-30(18) TP35.475x34.674lxO3125 5.00 0.00 0.0 34.8768 -29.03 204029 0.014 L19 30-27.75(19) TP35.8354x35.475xO3125 225 0.00 0.0 352342 -29.54 206120 0.014 L20 27.75-27.5 TP35.8754x35.8354x0.5125 025 0.00 0.0 57.5239 -29.63 3365.15 0.009 (20) L21 27.5-22.5(21) TP36.6762x35.8754x0.5 5.00 0.00 0.0 57.4117 -31.19 3358.58 0.009 L22 22.5-17.5(22) TP37.477lx36.6762x0.5 5.00 0.00 0.0 58.6826 -32.78 3432.93 0.010 L23 17.5-12.5(23) TP382779x37.477lx0.4938 5.00 0.00 0.0 592139 -3439 3464.01 0.010 L24 12.5-7.5(24) TP39.0787x382779x0.4875 5.00 0.00 0.0 59.7132 -36.02 349322 0.010 L25 7.5-3.92(25) TP39.652lx39.0787x0.4875 3.58 0.00 0.0 606004 -3720 3545.13 0.010 L26 3.92-3.67(26) TP39.6922x39.652lx0.7625 025 0.00 0.0 942167 -3731 5511.67 0.007 L27 3.67-325(27) TP39.7595x39.6922x0.7625 0.42 0.00 0.0 943795 -37.48 552120 0.007 L28 325-3(28) TP39.7995x39.7595x0.4938 025 0.00 0.0 61.5985 -3756 3603.51 0.010 L29 3-0(29) TP4028x39.7995x0.5 3.00 0.00 0.0 63.1309 -38.51 3693.16 0.010 Pole Bending Design Data Section Elevation Size M- Om" Ratio Mom,, OM„,, Ratio No. M- Mom,, ft kip-ft kip-ft OM" kip-ft kip-ft Om",, Ll 107.5-1025 TP24.8008x24xO2188 30.71 571.71 0.054 0.00 571.71 0.000 (1) L2 102.5-97.5(2) TP25.6017x24.8008xO2188 64.77 604.17 0.107 0.00 604.17 0.000 L3 97.5-92.5(3) TP26.4025x25.6017xO2188 123.76 637.15 0.194 0.00 637.15 0.000 L4 92.5-87.5(4) TP272034x26.4025xO2188 186.91 670.60 0279 0.00 670.60 0.000 L5 87.5-82.5(5) TP28.0042x272034xO2188 268.71 704.49 0381 0.00 704.49 0.000 L6 82.5-77.5(6) TP28.805x28.0042xO2188 35529 738.79 0.481 0.00 738.79 0.000 L7 77.5-71.75(7) TP29.726x28.805xO2188 397.78 752.62 0.529 0.00 752.62 0.000 L8 71.75-70.5(8) TP29.4886x28.6879xO25 505.62 914.13 0.553 0.00 914.13 0.000 L9 70.5-65.5(9) TP302894x29.4886xO25 615.57 95732 0.643 0.00 95732 0.000 tnxTower Job Page Mattituck(BU 843211) 30 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Section Elevation Size M- OM" Ratio Mom,, OM„,, Ratio No. M- M.,, ft kip-ft kip-ft OM" kip-ft kip-ft Om",, L10 65.5-60.5(10) TP31.0902x302894x025 73037 100104 0.730 0.00 100104 0.000 Ll1 60.5-55.5(11) TP31.8909x31.0902x025 857.19 104528 0.820 0.00 104528 0.000 L12 55.5-53.58 TP32.1984x31.8909x025 90636 106238 0.853 0.00 106238 0.000 (12) L13 53.58-5333 TP322385x32.1984x0.4188 912.77 1887.84 0.484 0.00 1887.84 0.000 (13) L14 5333-4833 TP33.0392x322385x0.4125 104228 1956.19 0.533 0.00 1956.19 0.000 (14) L15 4833-4333 TP33.84x33.0392x0.4125 1173.82 2054.01 0.571 0.00 2054.01 0.000 (15) L16 4333-35.5 TP35.094x33.84x0.4063 1262.49 2089.50 0.604 0.00 2089.50 0.000 (16) L17 35.5-35(17) TP34.6741x33.8733x03125 1397.42 172026 0.812 0.00 172026 0.000 L18 35-30(18) TP35.475x34.674lx03125 1534.46 1789.72 0.857 0.00 1789.72 0.000 L19 30-27.75(19) TP35.8354x35.475x03125 1596.58 182122 0.877 0.00 182122 0.000 L20 27.75-27.5 TP35.8754x35.8354x0.5125 1603.50 3087.45 0.519 0.00 3087.45 0.000 (20) L21 27.5-22.5(21) TP36.6762x35.8754x0.5 1742.77 315438 0.552 0.00 315438 0.000 L22 22.5-17.5(22) TP37.477lx36.6762x0.5 1883.69 329656 0.571 0.00 329656 0.000 L23 17.5-12.5(23) TP382779x37.477lx0.4938 2026.13 3400.53 0.596 0.00 3400.53 0.000 L24 12.5-7.5(24) TP39.0787x382779x0.4875 2169.91 350396 0.619 0.00 350396 0.000 L25 7.5-3.92(25) TP39.652lx39.0787x0.4875 2273.68 3609.52 0.630 0.00 3609.52 0.000 L26 3.92-3.67(26) TP39.6922x39.652lx0.7625 2280.94 5539.07 0.412 0.00 5539.07 0.000 L27 3.67-325(27) TP39.7595x39.6922x0.7625 2293.17 5558.41 0.413 0.00 5558.41 0.000 L28 325-3(28) TP39.7995x39.7595x0.4938 2300.45 3681.77 0.625 0.00 3681.77 0.000 L29 3-0(29) TP4028x39.7995x0.5 2388.08 3818.86 0.625 0.00 3818.86 0.000 Pole Shear Design Data Section Elevation Size Actual O n Ratio Actual OT Ratio No. V V T T ft K K OV kip-ft kip-ft OT Ll 107.5-1025 TP24.8008x24x02188 6.06 274.69 0.022 056 59523 0.001 (1) L2 102.5-97.5(2) TP25.6017x24.8008x02188 11.58 283.70 0.041 0.57 634.65 0.001 L3 97.5-92.5(3) TP26.4025x25.6017x02188 1202. 292.71 0.041 0.45 67533 0.001 L4 92.5-87.5(4) TP272034x26.4025x02188 16.15 301.72 0.054 0.45 71727 0.001 L5 87.5-82.5(5) TP28.0042x272034x02188 16.58 310.73 0.053 0.10 760.48 0.000 L6 82.5-77.5(6) TP28.805x28.0042x02188 21.17 321.54 0.066 225 804.94 0.003 L7 77.5-71.75(7) TP29.726x28.805x02188 2134 325.14 0.066 225 823.09 0.003 L8 71.75-70.5(8) TP29.4886x28.6879x025 21.80 375.85 0.058 225 962.40 0.002 L9 70.5-65.5(9) TP302894x29.4886x025 2220 386.15 0.057 224 1015.84 0.002 L10 65.5-60.5(10) TP31.0902x302894x025 2520 396.44 0.064 022 1070.72 0.000 Ll1 60.5-55.5(11) TP31.8909x31.0902x025 2556 406.74 0.063 022 112704 0.000 L12 55.5-53.58 TP32.1984x31.8909x025 25.70 410.69 0.063 022 1149.06 0.000 (12) L13 53.58-5333 TP322385x32.1984x0.4188 25.70 685.13 0.038 022 1909.19 0.000 (13) L14 5333-4833 TP33.0392x322385x0.4125 26.12 692.02 0.038 022 197730 0.000 (14) L15 4833-4333 TP33.84x33.0392x0.4125 26.52 709.01 0.037 022 2075.55 0.000 (15) L16 4333-35.5 TP35.094x33.84x0.4063 26.77 709.53 0.038 022 2110.63 0.000 (16) L17 35.5-35(17) TP34.6741x33.8733x03125 2728 598.15 0.046 2.17 179996 0.001 L18 35-30(18) TP35.475x34.674lx03125 27.58 612.09 0.045 2.17 1884.83 0.001 tnxTower Job Page Mattituck(BU 843211) 31 of 31 Tower Engineering Project Date Professionals TEP No. 218919.750811 09:54:28 09/29/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 B Section Elevation Size Actual O n Ratio Actual OT Ratio No. V V T T ft K K OV kip-ft kip-ft OTn L19 30-27.75(19) TP35.8354x35.475x03125 27.70 61836 0.045 2.17 1923.67 0.001 L20 27.75-27.5 TP35.8754x35.8354x0.5125 27.70 1009.55 0.027 2.17 3126.47 0.001 (20) L21 27.5-22.5(21) TP36.6762x35.8754x0.5 28.04 1007.58 0.028 2.17 3192.13 0.001 L22 22.5-17.5(22) TP37.477lx36.6762x0.5 2835 1029.88 0.028 2.18 3335.03 0.001 L23 17.5-12.5(23) TP382779x37.477lx0.4938 28.63 103920 0.028 2.18 3438.68 0.001 L24 12.5-7.5(24) TP39.0787x382779x0.4875 28.90 1047.97 0.028 2.18 3541.73 0.001 L25 7.5-3.92(25) TP39.652lx39.0787x0.4875 29.09 1063.54 0.027 2.18 3647.77 0.001 L26 3.92-3.67(26) TP39.6922x39.652lx0.7625 29.09 1653.50 0.018 2.18 563723 0.000 L27 3.67-325(27) TP39.7595x39.6922x0.7625 29.12 165636 0.018 2.18 5656.72 0.000 L28 325-3(28) TP39.7995x39.7595x0.4938 29.13 1081.05 0.027 2.18 372120 0.001 L29 3-0(29) TP4028x39.7995x0.5 2930 1107.95 0.026 2.18 3859.79 0.001 Program Version 8.1.1.0-6/3/2021 File:C:/CMRP/843211_Mattituck/tnxTower/843211_2162673_LC4 EQT.eri October 17, 2022 107.5-ft Monopole Tower Structural Analysis Report CCI BU No 843211 TEP Project Number 218919.750811, Order 616392, Revision 0 Page 8 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 8.1.1.0 e _ o Z Z U O Q Z I J W Z W W Er a a 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K m\ K\ O� Oi0 N O� October 17, 2022 107.5-ft Monopole Tower Structural Analysis Report CCI BU No 843211 TEP Project Number 218919.750811, Order 616392, Revision 0 Page 9 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 8.1.1.0 �S�,E ASCE 7 Hazards Report AMERICAN SOCIETY OF CML ENGINEERS Address: Standard: ASCE/SEI 7-16 Elevation: 28.83 ft(NAVD 88) No Address at This Risk Category: II Latitude: 40.999386 Location Soil Class: D - Default(see Longitude: -72.511158 Section 11.4.3) I---oUMli :'I rrnn ::u0.lo Ldn. li+. I.y I.I.nlprl LIM, r:.,,crlG,o wEal L,L I �T¢ Ile rm.rq `�.,.I•u +� Nular F!I 6 Tfxw n Pi +. 1�, CO111112A5F101! ferM.—pIn .I~ Iitm Ul:n&ifs SM1n%oc4 laa �wr Wind Results: Wind Speed 128 Vmph 10-year MRI 76 Vmph 25-year MRI 87 Vmph 50-year MRI 99 Vmph 100-year MRI 106 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Sun Jun 19 2022 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability= 0.00143, MRI = 700 years). Site is in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Glazed openings need not be protected against wind-borne debris. https://asce7hazardtoo1.onIine/ Page 1 of 3 Mon Jun 20 2022 AS�E® AMERICAN SOCIETY OF CIVIL ENGINEERS Seismic Site Soil Class: D - Default(see Section 11.4.3) Results: Ss 0.174 So, 0.079 S, 0.049 T L 6 Fa 1.6 PGA : 0.094 F, 2.4 PGA M : 0.151 SMs 0.278 FPCA 1.6 SM, 0.118 le 1 Sos : 0.185 C, 0.7 Seismic Design Category B 0.30 MCER Response Spectrum 020 Design Response Spectrum 0 1 0.25016 0.20 014 0,12 0,15 0.10 0.08 0.10 0.06 0.05 0.0 0.02 0 0 , 0 f 7 Sa(9)vs T(s) 4 7 {t Sa(g)vs T(s) 4 to 0.90 MCER Vertical Response Spectrum 19 Design Vertical Response Spectrum O. 0.1a 0 0 0.12 0.0£3 16ttMIM�� 0.90 0.07 0.0& 00fi0.00 0,06 0.04 0.04 0.03_ 0.0216 0.02 0 05 Sa(g)vs T(s) Sa 3. 2.0 0 0.5 Sa(g)vs T(s) 1. 20 Data Accessed: Sun Jun 19 2022 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. https://asce7hazardtool.online/ Page 2 of 3 Mon Jun 20 2022 AS�E® AMERICAN SOCIBY OF CIVIL ENGINEERS Ice Results: Ice Thickness: 1.00 in. Concurrent Temperature: 15 F Gust Speed 50 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Sun Jun 19 2022 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability, currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool,you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct, indirect,special, incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https://asce7hazardtool.online/ Page 3 of 3 Mon Jun 20 2022 Ccopn per TIA-222-H Site BU: 843211 J�CROWN Work Order: 2162673 \V/`�CASTLE Pole Geometry Copyright 9 2019 Crown Castle Pole Height Above Section Length Lap Splice Length Number of Sides Wall Thickness(in)Top Diameter Bottom Diameter Bend Radius Pole Material Base(ft) (ft) (ft) (in) (in) (in) 1 107.5 35.75 3.75 18 24 29.726 0.21875 Auto A607-60 2 7S.5 40 4.5 18 28.69 35.094 0.25 Auto A607-60 3 40 40 0 18 33.87 40.28 0.3125 Auto A607-65 Reinforcement Configuration Bottom Effective Top Effective Elevation(ft) Elevation(ft) Type Model Number 1 2 3 4 S 6 7 8 9 10 11 12 13 14 15 16 17 18 1 0 3.92 plate S)1.25x5.9375(65 ks 1 0 2 0 3.92 plate (TS)1.25x6.5(65 ksi) 2 0 0 3 3.25 27.75 plate CCI-SFP-065125 3 -0.4 0 0 4 27.75 S3.58 plate CCI-SFP-05012S 3 -0.4 0 0 5 6 7 8 9 10 Reinforcement Details Gross Bottom Top Net Pole Face to Bottom Termination Bolt Hole Size Reinforcement B(in) H(in) Area Termination Top Termination Type Termination Lu(in) Area Centroid(in) Type (in) Material (in 2) Length(in) Length(in) (in2) 1 1.25 S.187S 6.48438 3.34375 Welded n/a None n/a 0.750 6.484 0.0000 A572-65 2 1.25 5.75 7.187S 3.625 Welded n/a None n/a 0.750 7.188 0.0000 A572-65 3 6.S 1.25 8.125 0.625 PC 8.8-M20(100) 33 PC 8.8-M20(100) 33.000 19.000 6.S63 1.187S A572-65 4 5 1.25 6.25 0.625 PC 8.8-M20(100) 24 PC 8.8-M20(100) 24.000 23.000 4.688 1.187S A572-65 Connection Details for Custom Reinforcements Bolt We Transverse Horiz.Weld Horiz.Groove Horiz.Groove Horiz Vertical Weld . Vertical Rev H Reinforcement End p Bolts N orX S Edge Dist pacing (in) Grade (Horiz.)Weld Length Depth Angle Fillet Size Length(in) Fillet Size Connection (in) (ksi) Type (in) (in) (deg) (in) (in) Capacity(kip) (TS)1.25x5.937S Top - - - - - - - - - - - - - (65 ksi) Bottom - - - - 80 C1P Groove 10.375 0.625 45 0.625 - - - (TS)1.25x6.S(6S Top - - - - - - - - - - - - - ksi) Bottom - - - - 8o C1P Groove 11.5 0.625 45 0.625 - - - CClpole-version 4.5.8 Page 1 Analysis Date: 9/28/2022 TNX Geometry Input Increment(ft): 5 Export to TNX Lap Splice Length Bottom Diameter Tapered Pole Weight Section Height(ft) Section Length(ft) (ft) Number of Sides Top Diameter(in) (in) Wall Thickness(in) Grade Multiplier 1 107.5 - 102.5 5 18 24.000 24.901 0.21875 A607-60 1.000 2 102.5 - 97.5 5 18 24.801 25.602 0.21875 A607-60 1.000 3 97.5 - 92.5 5 18 25.602 26.403 0.21875 A607-60 1.000 4 92.5 - 87.5 5 18 26.403 27.203 0.21875 A607-60 1.000 51 87.5 - 82.5 5 18 127.203 28.004 0.21875 A607-60 1.000 6 82.5 - 77.5 5 18 28.004 28.805 0.21875 A607-60 1.000 7 77.5 - 75.5 5.75 3.75 18 28.805 29.726 0.21875 A607-60 1.000 8 75.5 - 70.5 5 18 28.688 29.489 0.25 A607-60 1.000 9 70.5 - 65.5 5 18 29.489 30.289 0.25 A607-60 1.000 10 65.5 - 60.5 5 18 30.289 31.090 0.25 A607-60 1.000 11 60.5 - 55.5 5 18 31.090 31.891 0.25 A607-60 1.000 12 55.5 - 53.58 1.92 18 31.891 32.198 0.25 A607-60 1.000 13 53.58 - 53.33 0.25 18 32.198 32.238 0.41875 A607-60 1.044 14 53.33 - 48.33 5 SS 32.238 33.039 0.4125 A607-60 1.048 15 48.33 - 43.33 5 18 33.039 33.840 0.4125 A607-60 1.037 16 43.33 - 40 7.83 4.5 18 33.840 35.094 0.40625 A607-60 1.046 17 40 - 35 5 18 33.873 34.674 0.3125 A607-65 1.000 18 35 - 30 5 18 34.674 35.475 0.3125 A607-65 1.000 19 30 - 27.75 2.25 18 35.475 35.835 0.3125 A607-65 1.000 20 27.75 - 27.5 0.25 18 35.835 35.875 0.5125 A607-65 1.037 21 27.5 - 22.5 5 18 35.875 36.676 0.5 A607-65 1.053 22 22.5 - 17.5 5 18 36.676 37.477 0.5 A607-65 1.044 23 17.5 - 12.5 5 18 37.477 38.278 0.49375 A607-65 1.048 24 12.5 - 7.5 5 18 38.278 39.079 0.4875 A607-65 1.052 25 7.5 - 3.92 3.58 18 39.079 39.652 0.4875 A607-65 1.046 26 3.92 - 3.67 0.25 18 39.652 39.692 0.7625 A607-65 0.895 E292 3.67 - 3.25 0.42 18 39.692 39.759 0.7625 A607-65 0.894 3.25 - 3 0.25 18 39.759 39.799 0.49375 A607-65 0.974 3 - 0 3 18 39.799 40.280 0.5 A607-65 0.958 CClpole-version 4.5.8 Page 2 Analysis Date: 9/28/2022 TNX Section Forces Increment (ft): 5 TNX Output ux (kip- Section Height(ft) P„ (K) ft) V„ (K) 1 107.5 - 102.5 3.89 30.71 6.06 2 102.5 - 97.5 8.84 64.77 11.58 31 97.5 - 92.5 9.321 123.76 12.02 4 92.5 - 87.5 12.75 186.91 16.15 5 87.5 - 82.5 13.29 268.71 16.58 6 82.5 - 77.5 16.90 355.29 21.17 7 77.5 - 75.5 17.16 397.78 21.34 8 75.5 - 70.5 18.151 505.62 21.80 9 70.5 - 65.5 18.88 615.70 22.46 10 65.5 - 60.5 21.51 730.37 25.20 11 60.5 - 55.5 22.38 857.19 25.56 12 55.5 - 53.58 22.71 906.36 25.70 13 53.58 - 53.33 22.801 912.78 25.70 14 53.33 - 48.33 24.01 1042.29 26.12 15 48.33 - 43.33 25.25 1173.82 26.52 16 43.33 - 40 26.10 1262.50 26.77 17 40 - 35 27.94 1397.41 27.28 18 35 - 30 29.03 1534.46 27.58 19 30 - 27.75 29.54 1596.58 27.70 20 27.75 - 27.5 29.63 1603.50 27.70 21 27.5 - 22.5 31.19 1742.77 28.04 22 22.5 - 17.5 32.78 1883.69 28.35 23 17.5 - 12.5 34.39 2026.12 28.63 24 12.5 - 7.5 36.02 2169.91 28.90 25 7.5 - 3.92 37.20 2273.67 29.09 26 3.92 - 3.67 37.31 2280.94 29.09 27 3.67 - 3.25 37.48 2293.17 29.12 28 3.25 - 3 37.56 2300.45 29.13 291 3 - 0 38.51 2388.08 29.30 CClpole-version 4.5.8 Page 3 Analysis Date: 9/28/2022 Analysis Results Elevation(ft) Component Size Critical Element %Capacity Pass/Fail Type 107.5-102.5 Pole TP24.801x24x0.2188 Pole 5.6% Pass 102.5-97.5 Pole TP25.602x24.801x0.2188 Pole 11.3% Pass 97.5-92.5 Pole TP26.403x25.602x0.2188 Pole 19.6% Pass 92.5-87.5 Pole TP27.203x26.403x0.2188 Pole 28.0% Pass 87.5-82.5 Pole TP28.004x27.203x0.2188 Pole 37.8% Pass 82.5-77.5 Pole TP28.805x28.004x0.2188 Pole 47.7% Pass 77.5-75.5 Pole TP29.726x28.805x0.2188 Pole 52.3% Pass 75.5-70.5 Pole TP29.489x28.688x0.25 Pole 54.4% Pass 70.5-65.5 Pole TP30.289x29.489x0.25 Pole 63.0% Pass 65.5-60.5 Pole TP31.09x30.289x0.25 Pole 71.4% Pass 60.5-55.5 Pole TP31.891x31.09x0.25 Pole 80.1% Pass 55.5-53.58 Pole TP32.198x31.8914.25 Pole 83.2% Pass 53.58-53.33 Pole+Reinf. TP32.238x32.198x0.4188 Reinf.4 Tension Rupture 69.0% Pass 53.33-48.33 Pole+Reinf. TP33.039x32.238x0.4125 Reinf.4 Tension Rupture 75.6% Pass 48.33-43.33 Pole+Reinf. TP33.84x33.039x0.4125 Reinf.4 Tension Rupture 81.9% Pass 43.33-40 Pole+Reinf. TP35.094x33.84x0.4063 Reinf.4 Tension Rupture 85.9% Pass 40-35 Pole TP34.674x33.873x0.3125 Pole 78.9% Pass 35-30 Pole TP35.475x34.674x0.3125 Pole 83.2% Pass 30-27.75 Pole TP35.835x35.475x0.3125 Pole 85.1% Pass 27.75-27.5 Pole+Reinf. TP35.875x35.835x0.5125 Reinf.3 Tension Rupture 74.4% Pass 27.5-22.5 Pole+Reinf. TP36.676x35.875x0.5 Reinf.3 Tension Rupture 78.0% Pass 22.5-17.5 Pole+Reinf. TP37.477x36.676x0.5 Reinf.3 Tension Rupture 81.4% Pass 17.5-12.5 Pale+Reinf. TP38.278x37.477x0.4938 Reinf.3 Tension Rupture 84.6% Pass 12.5-7.5 Pole+Reinf. TP39.079x38.278x0.4875 Reinf.3 Tension Rupture 87.6% Pass 7.5-3.92 Pale+Reinf. TP39.652x39.079x0.4875 Reinf.3 Tension Rupture 89.6% Pass 3.92-3.67 Pole+Reinf. TP39.692x39.652x0.7625 Reinf.3 Tension Rupture 62.1% Pass 3.67-3.25 Pale+Reinf. TP39.759x39.692x0.7625 Reinf.3 Tension Rupture 62.3% Pass 3.25-3 Pole+Reinf. TP39.799x39.759x0.4938 Reinf. 1 Compression 84.5% Pass 3-0 Pale+Reinf. TP40.28x39.799x0.5 Reinf. 1 Compression 85.9% Pass Summary Pole 85.1% Pass Reinforcement 89.6% Pass Overall 89.6% Pass CClpole-version 4.5.8 Page 4 Analysis Date: 9/28/2022 Additional Calculations Section Moment of Inertia(in4) Area(in2) %Capacity*(100%Max.Allowable) Elevation(ft) Pole Reinf. Total Pole Reinf. Total Pole R3 R2 R3 R4 107.5-102.5 1303 n/a 1303 17.07 n/a 17.07 5.6 102.5-97.5 1434 n/a 1434 17.62 n/a 17.62 11.3 97.5-92.5 1574 n/a 1574 18.18 n/a 18.18 19.6 92.5-87.5 1723 n/a 1723 18.74 n/a 18.74 28.0 87.5-82.5 1881 n/a 1881 19.29 n/a 19.29 37.8 82.5-77.5 2048 n/a 2048 19.85 n/a 19.85 47.7 77.5-75.5 2118 n/a 2118 20.07 n/a 20.07 52.3 75.5-70.5 2505 n/a 2505 23.20 n/a 23.20 54.4 70.5-65.5 2716 n/a 2716 23.84 n/a 23.84 63.0 65.5-60.5 2940 n/a 2940 24.47 n/a 24.47 71.4 60.5-55.5 3175 n/a 3175 25.11 n/a 25.11 80.1 55.5-53.58 3268 n/a 3268 25.35 n/a 25.35 83.2 53.58-53.33 3294 2111 5404 25.38 18.75 44.13 52.8% 69.0 53.33-48.33 3547 2212 5759 26.02 18.75 44.77 58.4% 75.6 48.33-43.33 3812 2316 6128 26.65 18.75 45.40 63.7% 81.9 43.33-40 3997 2386 6382 27.08 18.75 45.83 67.1% 85.9 40-35 5082 n/a 5082 34.08 n/a 34.08 78.9 35-30 5446 n/a 5446 34.88 n/a 34.88 83.2 30-27.75 5615 n/a 5615 35.23 n/a 35.23 85.1 27.75-27.5 5655 3386 9041 35.27 24.38 59.65 55.3% 74.4 27.5-22.5 6045 3532 9577 36.07 24.38 60.44 1 58.3% 78.0 22.5-17.5 6453 3680 10133 36.86 24.38 61.24 61.2% 81.4 17.5-12.5 6878 3832 10710 37.66 24.38 62.03 64.0% 84.6 12.5-7.5 7322 3987 11309 38.45 24.38 62.82 66.7% 87.6 7.5-3.92 7653 4199 11853 39.02 24.38 63.39 67.9% 89.6 3.92-3.67 7653 10441 18092 39.06 45.23 84.29 42.9% 58.3% 56.2% 62.1 3.67-3.25 7690 10474 18164 39.13 45.23 84.36 43.0% 58.5% 56.3% 62.3 3.25-3 7724 4319 12043 39.16 20.86 60.02 67.3% 84.5% 77.21 3-0 8011 4533 12544 39.64 20.86 60.50 1 68.0% 85.9%1 78.6 Note:Section capacity checked using 5 degree increments. *Rating per TIA-222-H Section 15.5. CClpole-version 4.5.8 Page 5 Analysis Date: 9/28/2022 Monopole Base Plate Connection CROWN OC CASTLE ofirm in BU# 843211 Site Name Mattituck 0 0 Order# 616392 Rev.0 Analysis Considerations O O TIA-222 Revision H O O Grout Considered: No la,(in) 1.25 Moment(kip-ft) 2388.08 Axial Force(kips) 38.51 Shear Force(kips) 29.30 *TIA-222-H Section 15.5 Applied O O O O 0 0 LI"m Connection Properties Analysis Results Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) (12)2-1/4"0 bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 47"BC Pu—t=199.84 c�Pn_t=243.75 Stress Rating Anchor Spacing:6 in Vu=2.44 (�Vn=149.1 78.1% Mu=n/a (�Mn=n/a Pass Base Plate Data 46"W x 2.5"Plate(A572-55;Fy=55 ksi,Fu=70 ksi); Clip:8 in Base Plate Summary Max Stress(ksi): 44.66 (Flexural) Stiffener Data Allowable Stress(ksi): 49.5 N/A Stress Rating: 85.9% Pass Pole Data 40.28"x 0.3125"18-sided pole(A607-65;Fy=65 ksi,Fu=80 ksi) CClplate-Version 4.1.2 Analysis Date:9/29/2022 O. c� c w 0 0 Z w `J o❑ ❑ oo❑ 000 s .. .. .. .. 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