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&A)7A).D\ Old 5 OFFICE COPY RE�EI1/ \ "35 E� sEP 2 3 2021 CITY OF TIGARD BUILDING DIVISION AMERICAN TOWERS CORPORATION Structural Analysis Report Structure : 60 ft Self Supported Tower ATC Site Name : Pecan OR, OR ATC Asset Number : 413471 Engineering Number : 13672506_C3_01 Proposed Carrier : VERIZON WIRELESS Carrier Site Name : PECAN Carrier Site Number : 151529 Site Location : 11360 SW Suzanne Ct Tigard, OR 97223-0916 45.437000,-122.793300 Expires: 12/31/2022 County : Washington ,�tiREp PRop Date : June 11, 2021 cp ,GINE6. 90 Max Usage : 90% l u t Pass O GON Res Prepared By: Reviewed By: qk K• Johnny Munoz-Cedeno, E.I. Structural Engineer Authorized by "EOR" 11 Jun 2021 07:11:42 % C+JSlQEI ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number 13672506_C3_01 June 11, 2021 AMERICAN TOWER® CORPORATION Table of Contents Introduction 1 Supporting Documents 1 Analysis 1 Conclusion 1 Existing and Reserved Equipment 2 Equipment to be Removed 2 Proposed Equipment 2 Structure Usages 3 Foundations 3 Deflection,Twist,and Sway 3 Standard Conditions 4 Calculations Attached ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-wwwamericantowercom Eng. Number 13672506_C3_01 June 11, 2021 AMERICAN TOWER' Page 1 CORPORATION Introduction The purpose of this report is to summarize results of a structural analysis performed on the 60 ft self supported tower to reflect the change in loading by VERIZON WIRELESS. Supporting Documents Tower Drawings Valmont Drawing#BC5166Z,dated September 25,1996 Foundation Drawing Valmont Drawing#D-118579,dated March 19,2004 Geotechnical Report GeoStandards Corporation Project#P02-0112,dated February 25,2002 Analysis The tower was analyzed using American Tower Corporation's tower analysis software.This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed: 97 mph (3-Second Gust) Basic Wind Speed w/Ice: 30 mph(3-Second Gust)w/1 1/2" radial ice concurrent Code: ANSI/TIA-222-H/2018 IBC/2019 Oregon Structural Specialty Code Exposure Category: B Risk Category: I I Topographic Factor Procedure: Method 1 Topographic Category: 1 Spectral Response: Ss=0.86,S1=0.40 Site Class: D-Stiff Soil Conclusion Based on the analysis results,the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number 13672506 C3 01 June 11, 2021 AMERICAN TOWER® Page 2 CORPORATION Existing and Reserved Equipment Elev.1(ft) Qty Equipment Mount Type Lines Carrier 63.0 6 Commscope CBC7823-DS-43 1 Generic GPS Sector Frame (1) 1/2"Coax 60.0 3 CSS X7CAP-865 (6)7/8"Coax 3 Ericsson RRUS 32 B66A 3 Ericsson RRUS 32 B2 52.0 3 Ericsson Radio 4449 Leg (2) 1 1/4" Hybriflex VERIZON WIRELESS Cable 6 Commscope JAHH-45C-R3B 2 Raycap RCMDC-3315-PF-48 41.0 1 VZW Unused Reserve(1005 sqin) - - 33.0 1 VZW Unused Reserve(300 sqin) - - Equipment to be Removed Elev.1(ft) Qty Equipment Mount Type Lines Carrier 52.0 1 Raycap RCMDC-3315-PF-48 (1) 1 1/4" Hybriflex VERIZON WIRELESS Cable Proposed Equipment Elev.1(ft) Qty Equipment Mount Type Lines Carrier 52.0 3 Ericsson AIR 6449 B77D/C-Band Leg (1) 1 5/8" Hybriflex VERIZON WIRELESS 1 Raycap RCMDC-6627-PF-48 'Contracted elevations are shown for appurtenances within contracted installation tolerances.Appurtenances outside of contract limits are shown at installed elevations. Install proposed lines alongside existing VERIZON WIRELESS lines. ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number 13672506 C3 01 June 11, 2021 AMERICAN TOWERS Page 3 CORPORATION Structure Usages Controlling Structural Component Pass/Fail Usage Legs 79% Pass Diagonals 25% Pass Horizontals 4% Pass Anchor Bolts 51% Pass Leg Bolts 44% Pass Foundations Reaction Component Analysis Reactions %of Usage Uplift(Kips) 62.1 79% Axial (Kips) 67.6 90% Shear(Kips) 2.7 17% The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information, therefore no modification or reinforcement of the foundation will be required. Deflection,Twist and Sway* Antenna Deflection Sway Elevation Antenna Carrier Twist(°) (ft) (ft) (Rotation) (°) Ericsson AIR 6449 B77D/C- 52.0 Band VERIZON WIRELESS 0.201 0.000 0.359 Raycap RCMDC-6627-PF-48 *Deflection,Twist and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-H ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com AMERICAN TOWER' CORPORATION Standard Conditions All engineering services performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: • Information supplied by the client regarding antenna, mounts and feed line loading • Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates and subsidiaries (collectively "American Tower") are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Quadrant Job Information Client:VERIZON WIRELESS Tower: 413471 Location : Pecan OR, OR Base Width : 3.00 ft 02007-2021 byATCIPLLC. All rights reserved. Code: ANSI/TIA-222-H Topo Method: Method 1 Top Width : 3.00 ft Risk Cat:II Topo: 1 Tower Ht: 60.00 ft Exposure: B Shape: Triangle Loads: 97 mph no ice 30 mph w/1"1/2 radial ice Sections Properties Site Class: D Ss:0.86 S1:0.40 Section Leg Members Diagonal Members Horizontal Members 60 mph Serviceability 1 PST 46 ksi 3"DIA PIPE SAE 36 ksi 1.75X1.75X0.1875 2 PST 46 ksi 2-1/2"DIA PIPE SAE 36 ksi 1.75X1.75X0.1875 3 PST 46 ksi 2-1/2"DIA PIPE SAE 36 ksi 1.75X1.75X0.1875 SAE 36 ksi 2X2X0.1875 Discrete Appurtenance Elev(ft) Type Qty Description 63.00 Whip 1 Generic GPS 63.00 6 Commscope CBC7823-DS-43 60.00 Mounting Frame 3 Generic Flat Light Sector Fram 60.00 Panel 3 CSS X7CAP-865 52.00 Panel 6 Commscope JAHH-45C-R3B 52.00 1 Raycap RCMDC-6627-PF-48 52.00 2 Raycap RCMDC-3315-PF-48 52.00 Panel 3 Ericsson AIR 6449 B77D/C-Band 52.00 3 Ericsson Radio 4449 52.00 3 Ericsson RRUS 32 B2 52.00 3 Ericsson RRUS 32 B66A 41.00 Other 1 VZW Unused Reserve(1005 sqin) 33.00 Other 1 VZW Unused Reserve(300 sgin) dam 'lz Linear Appurtenance Elev(ft) From To Qty Description Sect 3 �+ 0.00 63.00 1 1/2"Coax 0.00 60.00 6 7/8"Coax 0.00 52.00 1 1 5/8"Hybriflex 0.00 52.00 2 1 1/4"Hvbriflex Cab +0.00 AH Global Base Foundation Design Loads El Load Case Moment(k-ft) Vertical(kip) Horizontal(kip) ElDL+WL 170.10 6.43 3.90 Seat 2 DL+WL+IL 26.05 17.44 0.61 Arl 20.00 en Individual Base Foundation Design Loads Vertical(kip) Uplift(kip) Horizontal(kip) g 67.61 62.10 2.68 Sect 1 Site Number: 413471 Code: ANSI/TIA-222-H 0 2007-2021byATCIPLLC. All rights reserved. Site Name: Pecan OR,OR Engineering Number: 13672506_C3_01 6/11/2021 4:18.11 PM Customer: VERIZON WIRELESS Analysis Parameters Location: Washington County,OR Height(ft): 60 Code: ANSI/TIA-222-H Base Elevation(ft): 0.00 Shape: Triangle Bottom Face Width(ft): 3.00 Tower Manufacturer: Top Face Width(ft): 3.00 Tower Type: Self Support Anchor Bolt Detail Type c Kd: 0.85 Ke: 0.99 Ice & Wind Parameters Exposure Category: B Design Windspeed Without Ice: 97 mph Risk Category: II Design Windspeed With Ice: 30 mph Topographic Factor Procedure: Method 1 Operational Windspeed: 60 mph Topographic Category: 1 Design Ice Thickness: 1.50 in Crest Height: 0 ft HMSL: 213.00 ft Seismic Parameters Analysis Method: Equivalent Lateral Force Method Site Class: D-Stiff Soil Period Based on Rayleigh Method(sec): 0.97 TL(sec): 16 p: 1.3 Cs: 0.172 Ss: 0.856 S1: 0.396 Cs,Max: 0.172 Fa: 1.200 Fv: 1.904 Cs,Min: 0.030 Sas: 0.685 Sdi: 0.503 Load Cases 1.2D+1.0W Normal 97 mph Normal with No Ice 1.2D+1.0W 60 deg 97 mph 60 degree with No Ice 1.2D+1.0W 90 deg 97 mph 90 degree with No Ice 0.9D+1.0W Normal 97 mph Normal with No Ice(Reduced DL) 0.9D+1.0W 60 deg 97 mph 60 deg with No Ice(Reduced DL) 0.9D+1.0W 90 deg 97 mph 90 deg with No Ice(Reduced DL) 1.2D+1.0Di+1.0Wi Normal 30 mph Normal with 1.50 in Radial Ice 1.2D+1.0Di+1.0Wi 60 deg 30 mph 60 deg with 1.50 in Radial Ice 1.2D+1.0Di+1.0Wi 90 deg 30 mph 90 deg with 1.50 in Radial Ice 1.2D+1.0Ev+1.0Eh Normal Seismic Normal 1.2D+1.0Ev+1.0Eh 60 deg Seismic 60 deg 1.2D+1.0Ev+1.0Eh 90 deg Seismic 90 deg 0.9D-1.0Ev+1.0Eh Normal Seismic(Reduced DL)Normal 0.9D-1.0Ev+1.0Eh 60 deg Seismic(Reduced DL)60 deg 0.9D-1.0Ev+1.0Eh 90 deg Seismic(Reduced DL)90 deg 1.0D+1.0W Service Normal Serviceability-60 mph Wind Normal 1.0D+1.0W Service 60 deg Serviceability-60 mph Wind 60 deg 1.0D+1.0W Service 90 deg Serviceability-60 mph Wind 90 deg Page 1 Site Number: 413471 Code: ANSI/TIA-222-H 0 2007-2021 byATCIPLLC. All rights reserved. Site Name: Pecan OR,OR Engineering Number: 13672506_C3_01 6/11/2021 4:18:11 PM Customer: VERIZON WIRELESS Tower Loading Discrete Appurtenance Properties 1.2D+1.0W Elevation Description Qty Wt. EPA Length Width Depth Ka Orient. Vert. Mu Qz Fa (WL) Pa(DL) (ft) (Ib) (sf) (ft) (in) (in) Factor Ecc.(ft) (Ib-ft) (psf) (Ib) (Ib) 63.00 Commscope 6 8 0.5 0.7 6.9 2.9 0.80 0.50 0.0 0.0 17.59 17 55 63.00 Generic GPS 1 10 0.9 1.0 9.0 6.0 0.80 1.00 2.0 21.7 17.75 11 12 60.00 CSS X7CAP-865 3 56 11.9 8.0 12.5 7.1 0.80 0.69 0.0 0.0 17.35 289 202 60.00 Generic Flat Light 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 17.35 445 1440 52.00 Commscope JAHH- 6 104 15.9 8.0 18.0 7.0 1.00 0.64 0.0 0.0 16.66 864 746 52.00 Ericsson AIR 6449 3 82 4.0 2.5 15.9 10.6 1.00 0.70 0.0 0.0 16.66 120 294 52.00 Ericsson Radio 4449 3 85 3.5 2.3 15.0 10.0 1.00 0.70 0.0 0.0 16.66 104 306 52.00 Ericsson RRUS 32 B2 3 53 2.7 2.3 12.1 7.0 1.00 0.67 0.0 0.0 16.66 78 191 52.00 Ericsson RRUS 32 3 51 2.7 2.3 12.0 7.0 1.00 0.67 0.0 0.0 16.66 77 183 52.00 Raycap RCMDC- 2 21 2.5 1.6 15.7 10.3 1.00 0.67 0.0 0.0 16.66 48 51 52.00 Raycap RCMDC- 1 32 4.1 2.5 16.5 12.6 1.00 1.00 0.0 0.0 16.66 57 38 41.00 VZW Unused 1 58 7.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 15.56 92 70 33.00 VZW Unused 1 21 2.1 0.0 0.0 0.0 1.00 1.00 0.0 0.0 14.63 26 26 Totals 36 3011 245.5 2229 3613 Discrete Appurtenance Properties 0.9D+1.0W Elevation Description Qty Wt. EPA Length Width Depth Ka Orient. Vert. Mu Q, Fa (WL) Pa(DL) (ft) (Ib) (sf) (ft) (in) (in) Factor Ecc.(ft) (lb-ft) (psf) (Ib) (Ib) 63.00 Commscope 6 8 0.5 0.7 6.9 2.9 0.80 0.50 0.0 0.0 17.59 17 42 63.00 Generic GPS 1 10 0.9 1.0 9.0 6.0 0.80 1.00 2.0 21.7 17.75 11 9 60.00 CSS X7CAP-865 3 56 11.9 8.0 12.5 7.1 0.80 0.69 0.0 0.0 17.35 289 151 60.00 Generic Flat Light 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 17.35 445 1080 52.00 Commscope JAHH- 6 104 15.9 8.0 18.0 7.0 1.00 0.64 0.0 0.0 16.66 864 559 52.00 Ericsson AIR 6449 3 82 4.0 2.5 15.9 10.6 1.00 0.70 0.0 0.0 16.66 120 220 52.00 Ericsson Radio 4449 3 85 3.5 2.3 15.0 10.0 1.00 0.70 0.0 0.0 16.66 104 230 52.00 Ericsson RRUS 32 B2 3 53 2.7 2.3 12.1 7.0 1.00 0.67 0.0 0.0 16.66 78 143 52.00 Ericsson RRUS 32 3 51 2.7 2.3 12.0 7.0 1.00 0.67 0.0 0.0 16.66 77 137 52.00 Raycap RCMDC- 2 21 2.5 1.6 15.7 10.3 1.00 0.67 0.0 0.0 16.66 48 39 52.00 Raycap RCMDC- 1 32 4.1 2.5 16.5 12.6 1.00 1.00 0.0 0.0 16.66 57 29 41.00 VZW Unused 1 58 7.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 15.56 92 52 33.00 VZW Unused 1 21 2.1 0.0 0.0 0.0 1.00 1.00 0.0 0.0 14.63 26 19 Totals 36 3011 245.5 2229 2710 Discrete Appurtenance Properties 1.2D+1.0Di+1.0Wi Elevation Description Qty Ice Wt Ice EPA Length Width Depth Ka Orient. Vert. Mu Qz Fa (WL) Pa(DL) (ft) (Ib) (sf) (ft) (in) (in) Factor Ecc.(ft) (lb-ft) (psf) (Ib) (Ib) 63.00 Commscope 6 20 0.9 0.7 6.9 2.9 0.80 0.50 0.0 0.0 1.68 3 129 63.00 Generic GPS 1 36 1.5 1.0 9.0 6.0 0.80 1.00 2.0 3.4 1.70 2 38 60.00 CSS X7CAP-865 3 268 14.8 8.0 12.5 7.1 0.80 0.69 0.0 0.0 1.66 34 836 60.00 Generic Flat Light 3 670 31.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 1.66 75 2251 52.00 Commscope JAHH- 6 372 19.2 8.0 18.0 7.0 1.00 0.64 0.0 0.0 1.59 100 2355 52.00 Ericsson AIR 6449 3 186 5.3 2.5 15.9 10.6 1.00 0.70 0.0 0.0 1.59 15 607 52.00 Ericsson Radio 4449 3 177 4.6 2.3 15.0 10.0 1.00 0.70 0.0 0.0 1.59 13 581 52.00 Ericsson RRUS 32 B2 3 119 3.8 2.3 12.1 7.0 1.00 0.67 0.0 0.0 1.59 10 389 52.00 Ericsson RRUS 32 3 116 3.8 2.3 12.0 7.0 1.00 0.67 0.0 0.0 1.59 10 380 52.00 Raycap RCMDC- 2 93 3.4 1.6 15.7 10.3 1.00 0.67 0.0 0.0 1.59 6 194 52.00 Raycap RCMDC- 1 146 5.3 2.5 16.5 12.6 1.00 1.00 0.0 0.0 1.59 7 153 41.00 VZW Unused 1 94 11.3 0.0 0.0 0.0 1.00 1.00 0.0 0.0 1.49 14 106 Page 2 Site Number: 413471 Code: ANSI/TIA-222-H 02007-2021 byATCIPLLC. All rights reserved. Site Name: Pecan OR,OR Engineering Number: 13672506_C3_01 6/11/2021 4:18.11 PM Customer: VERIZON WIRELESS Tower Loading 33.00 VZW Unused 1 34 3.3 0.0 0.0 0.0 1.00 1.00 0.0 0.0 1.40 4 38 Totals 36 7455 339.9 294 8057 Discrete Appurtenance Properties 1.0D+1.0W Service Elevation Description Qty Wt. EPA Length Width Depth K. Orient. Vert. Mu Q, F. (WL) P,(DL) (ft) (Ib) (sf) (ft) (in) (in) Factor Ecc.(ft) (lb-ft) (psf) (Ib) (Ib) 63.00 Commscope 6 8 0.5 0.7 6.9 2.9 0.80 0.50 0.0 0.0 6.73 7 46 63.00 Generic GPS 1 10 0.9 1.0 9.0 6.0 0.80 1.00 2.0 8.3 6.79 4 10 60.00 CSS X7CAP-865 3 56 11.9 8.0 12.5 7.1 0.80 0.69 0.0 0.0 6.64 111 168 60.00 Generic Flat Light 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 6.64 170 1200 52.00 Commscope JAHH- 6 104 15.9 8.0 18.0 7.0 1.00 0.64 0.0 0.0 6.37 331 622 52.00 Ericsson AIR 6449 3 82 4.0 2.5 15.9 10.6 1.00 0.70 0.0 0.0 6.37 46 245 52.00 Ericsson Radio 4449 3 85 3.5 2.3 15.0 10.0 1.00 0.70 0.0 0.0 6.37 40 255 52.00 Ericsson RRUS 32 B2 3 53 2.7 2.3 12.1 7.0 1.00 0.67 0.0 0.0 6.37 30 159 52.00 Ericsson RRUS 32 3 51 2.7 2.3 12.0 7.0 1.00 0.67 0.0 0.0 6.37 30 152 52.00 Raycap RCMDC- 2 21 2.5 1.6 15.7 10.3 1.00 0.67 0.0 0.0 6.37 18 43 52.00 Raycap RCMDC- 1 32 4.1 2.5 16.5 12.6 1.00 1.00 0.0 0.0 6.37 22 32 41.00 VZW Unused 1 58 7.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 5.95 35 58 33.00 VZW Unused 1 21 2.1 0.0 0.0 0.0 1.00 1.00 0.0 0.0 5.60 10 21 Totals 36 3011 245.5 853 3011 Page 3 Site Number: 413471 Code: ANSI/TIA-222-H 02007-2021byATCIPLLC. All rightsreserved. Site Name: Pecan OR,OR Engineering Number: 13672506_C3_01 6/11/2021 4:18:11 PM Customer: VERIZON WIRELESS Tower Loading Linear Appurtenance Properties Elev Elev Out From To Width Weight Pct Spread On Bundling Cluster of Spacing Orientation Ka (ft) (ft) Description Qty (in) (lb/ft) In Block Faces Arrangement Dia (in) Zone (in) Factor Override 0.00 63.00 1/2"Coax 1 0.63 0.15 100 1 Individual 0.00 N 1.00 1.00 0.00 0.00 60.00 7/8"Coax 6 1.09 0.33 100 1 Individual 0.00 N 1.00 1.00 0.00 0.00 52.00 1 1/4" Hybriflex 2 1.54 1.00 100 1 Individual 0.00 N 1.00 1.00 0.00 0.00 52.00 1 5/8" Hybriflex 1 1.98 1.30 100 1 Individual 0.00 N 1.00 1.00 0.00 i Page 4 Site Number: 413471 Code: ANSI/TIA-222-H 0 2007-2021 by ATC IP LLC. All rights reserved. Site Name: Pecan OR,OR Engineering Number: 13672506_C3_01 6/11/2021 4:18:11 PM ## Customer: VERIZON WIRELESS i Section Forces LoadCase 1.2D + 1.0W Normal 97 mph Normal with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor(Iw) : 1.00 Section Elev. Qz Af Ar Ice A, e Cf Df Dr T,, A. EPA. EPA,, Wt. Ice Wt. Fst F. Force (ft) (psf) (sf) (sf) (sf) (in) (sf) (sf) (sf) (Ib) (Ib) (Ib) (Ib) (Ib) 3 50.00 16.47 6.921 9.583 0.000 0.255 2.42 1.00 1.00 0.0 12.54 30.39 0.00 895 0 425 171 597 2 30.00 14.23 6.399 9.583 0.000 0.247 2.45 1.00 1.00 0.0 12.00 29.36 0.00 897 0 355 178 533 1 10.00 14.22 6.276 11.667 0.000 0.273 2.37 1.00 1.00 0.0 13.17 31.23 0.00 1022 0 378 177 555 2814 0 1685 LoadCase 1.2D + 1.0W 60 deg 97 mph 60 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor(Iw) : 1.00 Section Elev. Q A A, Ice Ar e Cf Df D, T,, A. EPA. EPA,, Wt. Ice Wt. Fst F. Force (ft) (psf) (sf) (sf) (sf) (in) (sf) (sf) (sf) (Ib) (Ib) (Ib) (Ib) (Ib) 3 50.00 16.47 6.921 9.583 0.000 0.255 2.42 0.80 1.00 0.0 11.15 27.03 0.00 895 0 378 171 550 2 30.00 14.23 6.399 9.583 0.000 0.247 2.45 0.80 1.00 0.0 10.72 26.23 0.00 897 0 317 178 495 1 10.00 14.22 6.276 11.667 0.000 0.273 2.37 0.80 1.00 0.0 11.91 28.26 0.00 1022 0 342 177 519 2814 0 1564 LoadCase 1.2D + 1.0W 90 deg 97 mph 90 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor(Iw) : 1.00 Section Elev. Qz Af Ar Ice A, e Cf Df Dr T;, AQ EPA, EPA,, Wt. Ice Wt. Frt F. Force (ft) (psf) (sf) (sf) (sf) (in) (sf) (sf) (sf) (lb) Ib Ib( ) ( ) (Ib) (Ib) 3 50.00 16.47 6.921 9.583 0.000 0.255 2.42 0.85 1.00 0.0 11.50 27.87 0.00 895 0 390 171 562 2 30.00 14.23 6.399 9.583 0.000 0.247 2.45 0.85 1.00 0.0 11.04 27.01 0.00 897 0 327 178 504 1 10.00 14.22 6.276 11.667 0.000 0.273 2.37 0.85 1.00 0.0 12.23 29.00 0.00 1022 0 351 177 528 2814 0 1594 LoadCase 0.9D + 1.0W Normal 97 mph Normal with No Ice (Reduced DL) Gust Response Factor (Gh): 0.85 Wind Importance Factor(Iw) : 1.00 Section Elev. QL Af A, Ice A, e Cf Df Dr T,. A. EPA, EPA,, Wt. Ice Wt. Fst F. Force (ft) (psf) (sf) (sf) (sf) (in) (sf) (sf) (sf) (Ib) (Ib) (Ib) (Ib) (Ib) 3 50.00 16.47 6.921 9.583 0.000 0.255 2.42 1.00 1.00 0.0 12.54 30.39 0.00 671 0 425 171 597 2 30.00 14.23 6.399 9.583 0.000 0.247 2.45 1.00 1.00 0.0 12.00 29.36 0.00 673 0 355 178 533 1 10.00 14.22 6.276 11.667 0.000 0.273 2.37 1.00 1.00 0.0 13.17 31.23 0.00 767 0 378 177 555 2110 0 1685 Page 5 Site Number: 413471 Code: ANSI/TIA-222-H 0 2007-2021byATCIPLLC. All rights reserved. Site Name: Pecan OR,OR Engineering Number: 13672506_C3_01 6/11/2021 4.18:11 PM Customer: VERIZON WIRELESS Section Forces LoadCase 0.9D + 1.0W 60 deg 97 mph 60 deg with No Ice (Reduced DL) Gust Response Factor (Gh): 0.85 IWind Importance Factor(Iw) : 1.00 Section Elev. Q A, A, Ice A, e Cf D, Dr T,. Ae EPA, EPA,; Wt. Ice Wt. Fs, Fa Force (ft) (psf) (sf) (sf) (sf) (in) (sf) (sf) (sf) (Ib) (Ib) (Ib) (Ib) (Ib) 3 50.00 16.47 6.921 9.583 0.000 0.255 2.42 0.80 1.00 0.0 11.15 27.03 0.00 671 0 378 171 550 2 30.00 14.23 6.399 9.583 0.000 0.247 2.45 0.80 1.00 0.0 10.72 26.23 0.00 673 0 317 178 495 1 10.00 14.22 6.276 11.667 0.000 0.273 2.37 0.80 1.00 0.0 11.91 28.26 0.00 767 0 342 177 519 2110 0 1564 LoadCase 0.9D + 1.0W 90 deg 97 mph 90 deg with No Ice (Reduced DL) Gust Response Factor (Gh): 0.85 Wind Importance Factor(Iw) : 1.00 Section Elev. Q� A, A, Ice A, e C, D, Dr T;, Ae EPA, EPA,; Wt. Ice Wt. Fs, Fa Force (ft) (psf) (sf) (sf) (sf) (in) (sf) (sf) (sf) (Ib) (Ib) (Ib) (Ib) (Ib) 3 50.00 16.47 6.921 9.583 0.000 0.255 2.42 0.85 1.00 0.0 11.50 27.87 0.00 671 0 390 171 562 2 30.00 14.23 6.399 9.583 0.000 0.247 2.45 0.85 1.00 0.0 11.04 27.01 0.00 673 0 327 178 504 1 10.00 14.22 6.276 11.667 0.000 0.273 2.37 0.85 1.00 0.0 12.23 29.00 0.00 767 0 351 177 528 2110 0 1594 LoadCase 1.2D + 1.0Di + 1.0Wi Normal 30 mph Normal with 1.50 in Radial Ice Gust Response Factor (Gh): 0.85 Ice Dead Load Factor :1.00 Ice Importance Factor:1.00 Wind Importance Factor(Iw) : 1.00 Section Elev. Q A, Ar Ice Ar e C, D, D, T,, Ae EPA, EPA,, Wt. Ice Wt. Fs, Fe Force (ft) (psf) (sf) (sf) (sf) (in) (sf) (sf) (sf) (Ib) (Ib) (Ib) (Ib) (Ib) 3 50.00 1.58 6.921 32.835 23.25 0.568 1.83 1.00 1.00 1.6 30.69 56.08 23.25 3234 2339 75 44 119 2 30.00 1.36 6.399 30.828 21.24 0.534 1.86 1.00 1.00 1.5 28.10 52.26 21.24 3147 2250 60 45 106 1 10.00 1.36 6.276 30.607 18.94 0.525 1.87 1.00 1.00 1.3 27.66 51.72 18.94 3005 1983 60 43 102 9386 6572 327 LoadCase 1.2D + 1.0Di + 1.0Wi 60 deg 30 mph 60 deg with 1.50 in Radial Ice Gust Response Factor (Gh): 0.85 Ice Dead Load Factor 1.00 Ice Importance Factor:1.00 Wind Importance Factor(Iw) : 1.00 Section Elev. Q A, A, Ice A, e Cf D, Dr T,z Ae EPA, EPA,, Wt. Ice Wt. Fs, F, Force (ft) (psf) (sf) (sf) (sf) (in) (sf) (sf) (sf) (Ib) (Ib) (Ib) (Ib) (Ib) 3 50.00 1.58 6.921 32.835 23.25 0.568 1.83 0.80 1.00 1.6 29.31 53.55 23.25 3234 2339 72 44 115 2 30.00 1.36 6.399 30.828 21.24 0.534 1.86 0.80 1.00 1.5 26.82 49.88 21.24 3147 2250 58 45 103 1 10.00 1.36 6.276 30.607 18.94 0.525 1.87 0.80 1.00 1.3 26.41 49.37 18.94 3005 1983 57 43 100 9386 6572 318 Page 6 Site Number: 413471 Code: ANSI/TIA-222-H 0 2007-202 1byATCIPLLC. All rights reserved. Site Name: Pecan OR,OR Engineering Number: 13672506_C3_01 6/11/2021 4:18:11 PM Customer: VERIZON WIRELESS Section Forces LoadCase 1.2D + 1.0Di + 1.0Wi 90 deg 30 mph 90 deg with 1.50 in Radial Ice Gust Response Factor (Gh): 0.85 Ice Dead Load Factor :.00 Ice Importance Factor:1.00 Wind Importance Factor(Iw) : 1.00 Section Elev. Q A, Ar Ice A, e Cf D, D, T,z A. EPA. EPA,, Wt. Ice Wt. Fa, F, Force (ft) (psf) (sf) (sf) (sf) (in) (sf) (sf) (sf) (Ib) (Ib) (Ib) (Ib) (Ib) 3 50.00 1.58 6.921 32.835 23.25 0.568 1.83 0.85 1.00 1.6 29.65 54.19 23.25 3234 2339 73 44 116 2 30.00 1.36 6.399 30.828 21.24 0.534 1.86 0.85 1.00 1.5 27.14 50.47 21.24 3147 2250 58 45 104 1 10.00 1.36 6.276 30.607 18.94 0.525 1.87 0.85 1.00 1.3 26.72 49.96 18.94 3005 1983 58 43 100 9386 6572 320 LoadCase 1.0D + 1.0W Service Normal Serviceability -60 mph Wind Normal Gust Response Factor (Gh): 0.85 Wind Importance Factor(Iw) : 1.00 Section Elev. Q A, A, Ice A, e Cf D, Dr T,, A. EPA. EPA., Wt. Ice Wt. F., F. Force (ft) (psf) (sf) (sf) (sf) (in) (sf) (sf) (sf) (Ib) (Ib) (Ib) (Ib) (Ib) 3 50.00 6.30 6.921 9.583 0.000 0.255 2.42 1.00 1.00 0.0 12.54 30.39 0.00 746 0 163 66 228 2 30.00 5.45 6.399 9.583 0.000 0.247 2.45 1.00 1.00 0.0 12.00 29.36 0.00 747 0 136 68 204 1 10.00 5.44 6.276 11.667 0.000 0.273 2.37 1.00 1.00 0.0 13.17 31.23 0.00 852 0 144 68 212 2345 0 645 LoadCase 1.0D + 1.0W Service 60 deg Serviceability -60 mph Wind 60 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor(Iw) : 1.00 Section Elev. Q, A, Ar Ice A, e C, D, Dr T,z A. EPA, EPA,, Wt. Ice Wt. Fs, F, Force (ft) (psf) (sf) (sf) (sf) (in) (sf) (sf) (sf) (Ib) (Ib) (Ib) (Ib) (Ib) 3 50.00 6.30 6.921 9.583 0.000 0.255 2.42 0.80 1.00 0.0 11.15 27.03 0.00 746 0 145 66 210 2 30.00 5.45 6.399 9.583 0.000 0.247 2.45 0.80 1.00 0.0 10.72 26.23 0.00 747 0 121 68 189 1 10.00 5.44 6.276 11.667 0.000 0.273 2.37 0.80 1.00 0.0 11.91 28.26 0.00 852 0 131 68 199 2345 0 598 LoadCase 1.0D + 1.0W Service 90 deg Serviceability -60 mph Wind 90 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor(Iw) : 1.00 Section Elev. Q A, Ar Ice A, e C, Of D, T, AQ EPA, EPA,; Wt. Ice Wt. Fs, Fa Force (ft) (psf) (sf) (sf) (sf) (in) (sf) (sf) (sf) (lb) Ib Ib 3 50.00 6.30 6.921 9.583 0.000 0.255 2.42 0.85 1.00 0.0 11.50 27.87 0.00 746 0 149 66 215 2 30.00 5.45 6.399 9.583 0.000 0.247 2.45 0.85 1.00 0.0 11.04 27.01 0.00 747 0 125 68 193 1 10.00 5.44 6.276 11.667 0.000 0.273 2.37 0.85 1.00 0.0 12.23 29.00 0.00 852 0 134 68 202 2345 0 610 Page 7 Site Number: 413471 Code: ANSI/TIA-222-H 0 2007-2021byATCIPLLC. All rights reserved. Site Name: Pecan OR,OR Engineering Number: 13672506_C3_01 6/11/2021 4.18:11 PM Customer: VERIZON WIRELESS Equivalent Lateral Force Method Spectral Response Acceleration for Short Period(S s): 0.86 Spectral Response Acceleration at 1.0 Second Period(S 1): 0.40 Long-Period Transition Period(T -Seconds): 16 L Importance Factor(I e): 1.00 Site Coefficient F a: 1.20 Site Coefficient F 1.90 Response Modification Coefficient(R): 3.00 Design Spectral Response Acceleration at Short Period(S ds): 0.68 Design Spectral Response Acceleration at 1.0 Second Period(S di): 0.50 Seismic Response Coefficient(C 5): 0.17 Upper Limit C 5: 0.17 Lower Limit C 5: 0.03 Period based on Rayleigh Method(sec): 0.97 Redundancy Factor(p): 1.30 Seismic Force Distribution Exponent(k): 1.24 Total Unfactored Dead Load: 5.36 k Seismic Base Shear(E): 1.20 k LoadCase 1.2D + 1.0Ev + 1.0Eh Seismic Height Horizontal Vertical Above Base Weight Wz Force Force Section (ft) (Ib) (lb-ft) C„X (Ib) (Ib) 3 50.00 746 94,278 0.159 191 997 2 30.00 747 50,228 0.085 102 999 1 10.00 852 14,710 0.025 30 1,139 Commscope CBC7823-DS-43 60.00 46 7,321 0.012 15 62 Generic GPS 60.00 10 1,585 0.003 3 13 CSS X7CAP-865 60.00 168 26,621 0.045 54 225 Generic Flat Light Sector Frame 60.00 1,200 190,149 0.321 384 1,604 Commscope JAHH-45C-R3B 52.00 622 82,515 0.139 167 831 Ericsson AIR 6449 B77D/C-Band 52.00 245 32,496 0.055 66 327 Ericsson Radio 4449 52.00 255 33,850 0.057 68 341 Ericsson RRUS 32 B2 52.00 159 21,107 0.036 43 213 Ericsson RRUS 32 B66A 52.00 152 20,191 0.034 41 203 Raycap RCMDC-3315-PF-48 52.00 43 5,682 0.010 11 57 Raycap RCMDC-6627-PF-48 52.00 32 4,248 0.007 9 43 VZW Unused Reserve(1005 sqin) 41.00 58 5,738 0.010 12 78 VZW Unused Reserve(300 sqin) 33.00 21 1,618 0.003 3 29 5,356 592,336 1.000 1,197 7,160 LoadCase 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) Height Horizontal Vertical Above Base Weight Wz Force Force Section (ft) (Ib) (lb-ft) Cs,,, (Ib) (Ib) 3 50.00 746 94,278 0.159 191 569 2 30.00 747 50,228 0.085 102 570 Page 8 ,, Site Number: 413471 Code: ANSI/TIA-222-H 0 2007-2021 by ATC IP LLC. All rights reserved. Site Name: Pecan OR,OR Engineering Number: 13672506_C3_01 6/11/2021 4:18:12 PM Customer: VERIZON WIRELESS Equivalent Lateral Force Method 1 10.00 852 14,710 0.025 30 650 Commscope CBC7823-DS-43 60.00 46 7,321 0.012 15 35 Generic GPS 60.00 10 1,585 0.003 3 8 CSS X7CAP-865 60.00 168 26,621 0.045 54 128 Generic Flat Light Sector Frame 60.00 1,200 190,149 0.321 384 916 Commscope JAHH-45C-R3B 52.00 622 82,515 0.139 167 474 Ericsson AIR 6449 B77D/C-Band 52.00 245 32,496 0.055 66 187 Ericsson Radio 4449 52.00 255 33,850 0.057 68 195 Ericsson RRUS 32 B2 52.00 159 21,107 0.036 43 121 Ericsson RRUS 32 B66A 52.00 152 20,191 0.034 41 116 Raycap RCMDC-3315-PF-48 52.00 43 5,682 0.010 11 33 Raycap RCMDC-6627-PF-48 52.00 32 4,248 0.007 9 Y4 VZW Unused Reserve(1005 sqin) 41.00 58 5,738 0.010 12 44 VZW Unused Reserve(300 sqin) 33.00 21 1,618 0.003 3 16 5,356 592,336 1.000 1,197 4,087 Page 9 Site Number: 413471 Code: ANSI/TIA-222-H 02007-2021byATCIPLLC. All rights reserved. Site Name: Pecan OR,OR Engineering Number: 13672506_C3_01 6/11/2021 4:18:12 PM Customer: VERIZON WIRELESS Force/Stress Summary Section: 1 Red Bot Elev (ft):0.00 Height (ft):20.000 Shear Bear Pu Len Bracing% F'y Phic Pn Num Num phiRnvphiRn Use j Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PST-3"DIA PIPE -62.49 1.2D+1.0W Normal 4.81 100 100 100 49.8 46.0 78.14 0 0 0.00 0.00 79 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-1.75X1.75X0.18 -2.96 1.2D+1.0W Normal 5.671 50 50 50 104.4 36.0 14.69 2 1 17.67 20.88 20 Member Z Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG PST-3"DIA PIPE 61.89 1.2D+1.0W 60 deg 46 62 92.32 0 0 0.00 0.00 67 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE-1.75X1.75X0.18 2.58 1.2D+1.0W 60 deg 36 58 16.82 2 1 17.67 16.64 9.99 25 Blk Shear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 35.76 0.9D+ 1.0W 60 deg 0.00 0 0 Top Compression 39.86 1.2D+1.0W Normal 0.00 0 Bot Tension 62.14 0.9D+1.0W 60 deg 145.38 18 4 1"F1554 55 Bot Compression 67.56 1.2D+ 1.0W Normal 133.26 51 Section: 2 Blue Bot Elev (ft): 20.00 Height(ft):20.000 Shear Bear Pu Len Bracing% F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PST-2-1/2"DIA PIP -36.37 1.2D+1.0W Normal 4.88 100 100 100 61.8 46.0 54.57 0 0 0.00 0.00 66 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-1.75X1.75X0.18 -2.21 1.2D+1.0W 90 deg 5.724 50 50 50 105.1 36.0 14.59 2 1 17.67 20.88 15 Member Z Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG PST-2-1/2"DIA PIP 35.56 1.2D+1.0W 60 deg 46 62 70.55 0 0 0.00 0.00 50 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE-1.75X1.75X0.18 2.10 1.2D+1.0W 90 deg 36 58 16.82 2 1 17.67 16.64 9.99 21 Blk Shear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 12.35 0.9D+1.0W 60 deg 0.00 0 0 Top Compression 15.30 1.2D+1.0W Normal 0.00 0 Bot Tension 35.76 0.9D+1.0W 60 deg 81.36 44 4 5/8 A325 Bot Compression 0.00 0.00 0 Page 10 Site Number: 413471 Code: ANSI/TIA-222-H 02007-2021byATCIPLLC. 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Site Name: Pecan OR,OR Engineering Number: 13672506_C3_01 6/11/2021 4:18.12 PM Customer: VERIZON WIRELESS Force/Stress Summary Section: 3 Green Bot Elev (ft):40.00 Height(ft): 20.000 Shear Bear Pu Len Bracing% F'y Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PST-2-1/2"DIA PIP -12.55 1.2D+1.0W Normal 4.94 100 100 100 62.6 46.0 54.21 0 0 0.00 0.00 23 Member X HORIZ SAE-2X2X0.1875 -0.24 1.2D+1.0W 60 deg 3.000 100 100 100 105.7 36.0 16.70 1 1 8.84 10.44 2 Bolt Shear DIAG SAE-1.75X1.75X0.18 -1.79 1.2D+1.0W 90 deg 5.777 50 50 50 105.8 36.0 14.49 2 1 17.67 20.88 12 Member Z Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG PST-2-1/2"DIA PIP 12.10 1.2D+1.0W 60 deg 46 62 70.55 0 0 0.00 0.00 17 Member HORIZ SAE-2X2X0.1875 0.27 1.2D+1.0W Normal 36 58 19.89 1 1 8.84 6.20 6.73 4 Bolt Bear DIAG SAE-1.75X1.75X0.18 1.82 1.2D+1.0W 90 deg 36 58 16.82 2 1 17.67 16.64 9.99 18 Blk Shear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 1.30 1.2D+ 1.0Di+1.0Wi 0.00 0 Bot Tension 12.35 0.9D+1.0W 60 deg 81.36 15 4 5/8 A325 Bot Compression 0.00 0.00 0 Page 11 ifl Site Number: 413471 Code: ANSI/TIA-222-H 0 2007-2021 by ATC IP LLC. 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Site Name: Pecan OR,OR Engineering Number: 13672506_C3_01 6/11/2021 4:18:12 PM Customer: VERIZON WIRELESS Detailed Reactions Load Case Radius Elevation Azimuth FX FY FZ (ft) (ft) (deg) Node (kip) (kip) (kip) (-)=Uplift (+)=Down 1.2D+1.0W Normal 1.73 00.00 0 1 0.00 67.61 -2.68 1.73 00.00 120 la 1.18 -30.59 -0.61 1.73 00.00 240 lb -1.18 -30.59 -0.61 1.2D+1.0W 60 deg 1.73 00.00 0 1 0.06 34.14 -1.31 1.73 00.00 120 la -1.10 34.13 0.71 1.73 00.00 240 lb -2.24 -61.84 -1.29 1.2D+1.0W 90 deg 1.73 00.00 0 1 0.07 2.15 -0.01 1.73 00.00 120 la -1.95 57.86 1.17 1.73 00.00 240 lb -1.93 -53.58 -1.16 0.9D+1.0W Normal 1.73 00.00 0 1 0.00 66.80 -2.66 1.73 00.00 120 la 1.19 -30.99 -0.62 1.73 00.00 240 lb -1.19 -30.99 -0.62 0.9D+1.0W 60 deg 1.73 00.00 0 1 0.06 33.47 -1.29 1.73 00.00 120 la -1.09 33.45 0.70 1.73 00.00 240 lb -2.25 -62.10 -1.30 0.9D+1.0W 90 deg 1.73 00.00 0 1 0.07 1.62 0.00 1.73 00.00 120 la -1.94 57.09 1.16 1.73 00.00 240 lb -1.94 -53.88 -1.16 1.2D+1.0Di+1.0Wi Normal 1.73 00.00 0 1 0.00 15.84 -0.44 1.73 00.00 120 la 0.16 0.80 -0.08 1.73 00.00 240 lb -0.16 0.80 -0.08 1.2D+1.0Di+1.0Wi 60 deg 1.73 00.00 0 1 0.01 10.77 -0.23 1.73 00.00 120 la -0.20 10.77 0.12 1.73 00.00 240 lb -0.33 -4.10 -0.19 1.2D+1.0Di+1.0Wi 90 deg 1.73 00.00 0 1 0.01 5.81 -0.03 1.73 00.00 120 la -0.33 14.42 0.20 1.73 00.00 240 lb -0.28 -2.80 -0.17 1.2D+1.0Ev+1.0Eh Normal M1 1.73 00.00 0 1 0.00 24.00 -0.89 1.73 00.00 120 la 0.33 -8.50 -0.14 1.73 00.00 240 lb -0.33 -8.50 -0.14 1.2D+ 1.0Ev+ 1.0Eh 60 deg M1 1.73 00.00 0 1 0.04 13.16 -0.48 1.73 00.00 120 la -0.39 13.16 0.28 1.73 00.00 240 lb -0.67 -19.33 -0.39 1.2D+1.0Ev+1.0Eh 90 deg M1 1.73 00.00 0 1 0.05 2.33 -0.06 1.73 00.00 120 la -0.67 21.09 0.41 1.73 00.00 240 lb -0.56 -16.43 -0.35 0.90-1.0Ev+1.0Eh Normal M1 1.73 00.00 0 1 0.00 22.84 -0.87 1.73 00.00 120 la 0.35 -9.42 -0.16 1.73 00.00 240 lb -0.35 -9.42 -0.16 0.9D-1.0Ev+1.0Eh 60 deg M1 1.73 00.00 0 1 0.04 12.09 -0.45 1.73 00.00 120 la -0.37 12.09 0.26 1.73 00.00 240 lb -0.69 -20.18 -0.40 0.9D-1.0Ev+1.0Eh 90 deg M1 1.73 00.00 0 1 0.05 1.33 -0.03 1.73 00.00 120 la -0.64 19.96 0.40 Page 12 Site Number: 413471 Code: ANSI/TIA-222-H 02007-2021byATCIPLLC. A/I rights reserved Site Name: Pecan OR,OR Engineering Number: 13672506_C3_01 6/11/2021 4:18:12 PM Customer: VERIZON WIRELESS 1.73 00.00 240 lb -0.58 -17.30 -0.37 1.0D+1.0W Service Normal 1.73 00.00 0 1 0.00 26.68 -1.06 1.73 00.00 120 la 0.42 -10.66 -0.21 1.73 00.00 240 1 b -0.42 -10.66 -0.21 1.0D+1.0W Service 60 deg 1.73 00.00 0 1 0.02 13.87 -0.53 1.73 00.00 120 la -0.45 13.86 0.29 1.73 00.00 240 1 b -0.81 -22.38 -0.47 1.0D+1.0W Service 90 deg 1.73 00.00 0 1 0.03 1.79 -0.04 1.73 00.00 120 la -0.78 22.97 0.46 1.73 00.00 240 1 b -0.70 -19.40 -0.42 Max Uplift: 62.10(kip) Moment Ice: 26.05 (kip-ft) Moment: 170.10 (kip-ft) 1.2D+1.0W Normal Max Down: 67.61(kip) Total Down Ice: 17.44 (kip) Total Down: 6.43 (kip) Max Shear: 2.68(kip) Total Shear Ice: 0.61 (kip) Total Shear: 3.90 (kip) Page 13 Site Number: 413471 Code: ANSI/TIA-222-H 0 200 7-2021byATCIPLLC. All rights reserved. Site Name: Pecan OR,OR Engineering Number: 13672506_C3_01 6/11/2021 4:18.12 PM Customer: VERIZON WIRELESS Deflections and Rotations Elevation Deflection Twist Sway Resultant Load Case (ft) (ft) (deg) (deg) (deg) 97 mph Normal with No Ice 34.88 0.288 0.0002 0.8164 0.8164 97 mph Normal with No Ice 40.25 0.369 0.0004 0.9769 0.9769 97 mph Normal with No Ice 50.13 0.527 0.0001 0.9428 0.9428 97 mph Normal with No Ice 60.00 0.689 0.0000 0.9537 0.9537 97 mph 60 degree with No Ice 34.88 0.283 0.0006 0.8040 0.8040 97 mph 60 degree with No Ice 40.25 0.363 0.0009 0.9602 0.9602 97 mph 60 degree with No Ice 50.13 0.519 0.0008 0.9282 0.9282 97 mph 60 degree with No Ice 60.00 0.678 0.0010 0.9353 0.9353 97 mph 90 degree with No Ice 34.88 0.283 0.0002 0.8116 0.8116 97 mph 90 degree with No Ice 40.25 0.364 0.0004 0.9522 0.9522 97 mph 90 degree with No Ice 50.13 0.520 0.0001 0.9310 0.9310 97 mph 90 degree with No Ice 60.00 0.680 0.0000 0.9401 0.9401 97 mph Normal with No Ice(Reduced DL) 34.88 0.286 0.0002 0.8121 0.8121 97 mph Normal with No Ice(Reduced DL) 40.25 0.367 0.0004 0.9715 0.9715 97 mph Normal with No Ice(Reduced DL) 50.13 0.524 0.0001 0.9375 0.9375 97 mph Normal with No Ice(Reduced DL) 60.00 0.685 0.0000 0.9482 0.9482 97 mph 60 deg with No Ice(Reduced DL) 34.88 0.282 0.0006 0.7997 0.7997 97 mph 60 deg with No Ice(Reduced DL) 40.25 0.361 0.0009 0.9548 0.9548 97 mph 60 deg with No Ice(Reduced DL) 50.13 0.516 0.0008 0.9231 0.9231 97 mph 60 deg with No Ice(Reduced DL) 60.00 0.675 0.0010 0.9302 0.9302 97 mph 90 deg with No Ice(Reduced DL) 34.88 0.282 0.0002 0.8073 0.8073 97 mph 90 deg with No Ice(Reduced DL) 40.25 0.362 0.0004 0.9469 0.9469 97 mph 90 deg with No Ice(Reduced DL) 50.13 0.517 0.0001 0.9258 0.9258 97 mph 90 deg with No Ice(Reduced DL) 60.00 0.676 0.0000 0.9348 0.9348 30 mph Normal with 1.50 in Radial Ice 34.88 0.044 0.0000 0.1245 0.1245 30 mph Normal with 1.50 in Radial Ice 40.25 0.056 0.0000 0.1476 0.1476 30 mph Normal with 1.50 in Radial Ice 50.13 0.080 0.0000 0.1445 0.1445 30 mph Normal with 1.50 in Radial Ice 60.00 0.105 0.0000 0.1467 0.1467 30 mph 60 deg with 1.50 in Radial Ice 34.88 0.043 0.0000 0.1233 0.1233 30 mph 60 deg with 1.50 in Radial Ice 40.25 0.056 0.0000 0.1477 0.1477 30 mph 60 deg with 1.50 in Radial Ice 50.13 0.080 0.0000 0.1440 0.1440 30 mph 60 deg with 1.50 in Radial Ice 60.00 0.104 0.0000 0.1453 0.1453 30 mph 90 deg with 1.50 in Radial Ice 34.88 0.044 0.0000 0.1244 0.1244 30 mph 90 deg with 1.50 in Radial Ice 40.25 0.056 0.0000 0.1461 0.1461 30 mph 90 deg with 1.50 in Radial Ice 50.13 0.080 0.0000 0.1440 0.1440 30 mph 90 deg with 1.50 in Radial Ice 60.00 0.105 0.0000 0.1454 0.1454 Seismic Normal M1 34.88 0.096 0.0000 0.2725 0.2725 Seismic Normal M1 40.25 0.123 0.0000 0.3284 0.3284 Seismic Normal M1 50.13 0.176 0.0000 0.3116 0.3116 Seismic Normal M1 60.00 0.229 0.0000 0.3115 0.3115 Seismic 60 deg M1 34.88 0.096 0.0000 0.2731 0.2731 Seismic 60 deg M1 40.25 0.123 0.0000 0.3296 0.3296 Seismic 60 deg M1 50.13 0.176 0.0000 0.3124 0.3124 Seismic 60 deg M1 60.00 0.230 0.0000 0.3130 0.3130 Seismic 90 deg M1 34.88 0.096 0.0000 0.2749 0.2749 Seismic 90 deg M1 40.25 0.124 0.0000 0.3252 0.3252 Seismic 90 deg M1 50.13 0.176 0.0000 0.3121 0.3121 Seismic 90 deg M1 60.00 0.229 0.0000 0.3124 0.3124 Seismic(Reduced DL)Normal M1 34.88 0.096 0.0000 0.2702 0.2702 Seismic(Reduced DL)Normal M1 40.25 0.122 0.0000 0.3257 0.3257 Seismic(Reduced DL)Normal M1 50.13 0.174 0.0000 0.3087 0.3087 Seismic(Reduced DL)Normal M1 60.00 0.227 0.0000 0.3085 0.3085 Seismic(Reduced DL)60 deg M1 34.88 0.096 0.0000 0.2707 0.2707 Seismic(Reduced DL)60 deg M1 40.25 0.123 0.0000 0.3264 0.3264 Seismic(Reduced DL)60 deg M1 50.13 0.174 0.0000 0.3095 0.3095 Page 14 rSiteNumber: 413471 Code: ANSI/TIA-222-H 0 2007-2021 by ATC IP LLC. All rights reserved. Site Name: Pecan OR,OR Engineering Number: 13672506_C3_01 6/11/2021 4.18.12 PM Customer: VERIZON WIRELESS Seismic(Reduced DL)60 deg M1 60.00 0.228 0.0000 0.3098 0.3098 Seismic(Reduced DL)90 deg M1 34.88 0.096 0.0000 0.2725 0.2725 Seismic(Reduced DL)90 deg M1 40.25 0.122 0.0000 0.3221 0.3221 Seismic(Reduced DL)90 deg M1 50.13 0.174 0.0000 0.3091 0.3091 Seismic(Reduced DL)90 deg M1 60.00 0.227 0.0000 0.3093 0.3093 Serviceability-60 mph Wind Normal 34.88 0.110 0.0000 0.3107 0.3107 Serviceability-60 mph Wind Normal 40.25 0.140 0.0001 0.3713 0.3713 Serviceability-60 mph Wind Normal 50.13 0.201 0.0000 0.3589 0.3589 Serviceability-60 mph Wind Normal 60.00 0.262 0.0000 0.3633 0.3633 Serviceability-60 mph Wind 60 deg 34.88 0.107 0.0001 0.3031 0.3031 Serviceability-60 mph Wind 60 deg 40.25 0.137 0.0001 0.3623 0.3623 Serviceability-60 mph Wind 60 deg 50.13 0.196 0.0001 0.3501 0.3501 Serviceability-60 mph Wind 60 deg 60.00 0.256 0.0001 0.3522 0.3522 Serviceability-60 mph Wind 90 deg 34.88 0.108 0.0000 0.3084 0.3084 Serviceability-60 mph Wind 90 deg 40.25 0.138 0.0001 0.3615 0.3615 Serviceability-60 mph Wind 90 deg 50.13 0.198 0.0000 0.3537 0.3537 Serviceability-60 mph Wind 90 deg 60.00 0.258 0.0000 0.3572 0.3572 Maximum Reactions Summary Vertical(kip) Horizontal(kip) Moment(kip-ft) Anchor Group DL+WL DL+WL+IL UpLift Shear DL+WL DL+WL+IL DL+WL DL+WL+IL Base 6.43 17.44 67.61 2.68 3.90 0.61 170.10 26.05 Page 15 I ` • Site Name: Pecan OR,OR Site Number: 413471 Tower Type: SST w/3 Legs Design Loads(Factored)-Analysis per TIA-222-H Standards Monolithic Mat & Pier Foundation Analysis Foundation Analysis Parameters Foundation Steel Parameters Design/Analysis/Mapping: Analysis - Shear/Leg(Compression): `' "2,6 k Compression/Leg: 67.6 k Shear/Leg(Uplift): 2.1 k Uplift/Leg: 62.1 k Concrete Strength(fo): 3,000 psi Total Shear: 3.9 k Pad Tension Steel Depth: 32.63 in Moment: 170.1 k-ft Dead Load Factor: 0.9 Tower+Appurtenance Weight: 6.4 k fshear: 0.75 Depth to Base of Foundation(I+t-h): 3.5 ft fnexore/Tension: 0.9 Diameter of Pier(d): 1.5 ft ftompressfon: 0.65 - Length of Pier(I): ft b: 0.85 - Height of Pier above Ground(h): 0.5 ft Bottom Pad Rebar Size#: 6 Width of Pad(W): 10 ft #of Bottom Pad Rebar: 10 Length of Pad(L): 10 ft Pad Bottom Steel Area: 4.40 in' Thickness of Pad(t): 3 ft Pad Steel F5: 60,000 psi Tower Leg Center to Center: 3 ft Top Pad Rebar Size#: 6 - Number of Tower Legs: _ _ .. - #of Top Pad Rebar: 9 - Tower Center from Mat Center: 0 ft Pad Top Steel Area: 3.96 in2 Depth Below Ground Surface to Water Table: 9 ft Pier Rebar Size#: 4 Unit Weight of Concrete: ::: ``' pcf Pier Steel Area(Single Bar): 0.20 ,u;;in2 Unit Weight of Soil Above Water Table: 115 pcf #of Pier Rebar: 8 - Unit Weight of Water: " ' ' :.. cf Pier Steel F s �� P v 60,000 psi Unit Weight of Soil Below Water Table: �' :c 4 pcf Pier Cage Diameter: 10.5 in Friction Angle of Uplift: 15 Rebar Strain Limit: 0.008 ,,;- Coefficient of Shear Friction: 0.3 - Steel Elastic Modulus: 29,•11 ksi Ultimate Compressive Bearing Pressure: 5,793 psf Tie Rebar Size#: 4 - Ultimate Passive Pressure on Pad Face: 633 psf Tie Steel Area(Single Bar): 0.20 in2 f5oil and Concrete Weight: 3; - Tie Spacing: 6 in fsod: his =M- Tie Steel F5: 60,000 psi Clear Cover: 3 in Overturning Moment Usage Design OTM: - -„`k-ft OTM Resistance: ;i _;k_ft = IT_ 1u'1 Design OTM/OTM Resistance: 66% Pass =111111 Soil Bearing Pressure Usage Net Bearing Pressure: 3902 'psf Factored Nominal Bearing Pressure: 4345 psf , Factored Nominal(Net)Bearing Pressure: ^C,'<: ilsss _L Load Direction Controling Design Bearing Pressure: Diagonal to Pad Edge Sliding Factor of Safety Ultimate Friction Resistance: 17,0 k Ultimate Passive Pressure Resistance: 14.2 k Total Factored Sliding Resistance: a ?...„k Sliding Design/Sliding Resistance: 17% Pass Pad Strength Capacity Factored One Way Shear(V): k One Way Shear Capacity(N.): fd F: : § ;°k ACI 318-14 25.5.5.1 Vu/fVc: 12% Pass Load Direction Controling Shear Capacity: _ ` '' :, i Lower Steel Pad Factored Moment(Mu): .. k-ft r Lower Steel Pad Moment Capacity(fM„): � $ . k-ft AC!318-14 22.3.1.1 Mu/fMn: 18%....._ Pass Load Direction Controling Flexural Capacity: Paralletto Pad Edge Upper Steel Pad Factored Moment(Mu): 29.1 k-ft Upper Steel Pad Moment Capacity(fM„): 575.5 k-ft Mu/fMn: Lower Pad Flexural Reinforcement Ratio: 0.0011 ACI 318-147.6.1.1&8.61.1 Upper Pad Flexural Reinforcement Ratio: 0.0010 OK AC;313-147.6,1.1&8.6.1.I Pad Shrinkage Reinforcement Ratio: 0.0021 on-AC!318-1424.4.3.2 Lower Pad Reinforcement Spacing: 12.6 ire OK-ACI 318-1477.2.3.8.72,2,&24.4..33 Upper Pad Reinforcement Spacing: 14.2 in nx-AC:318.14772,3,8.7.2,2,&24.4.3-3 Ultimate Punching Shear Stress,vu: 10.44 psi ACI 318-14 R8.4.4.2.3 Nominal Punching Shear Capacity(fcvc): 164.3 -j psi ACI318-1422.6.5.2 V u/fwc: Pass Pier Moment Pad Flexure Transfer Ratio,yF 0.60 TIA-222-H9.4.2 Moment Transfer Effective Flexural Width,Beff: 10.50 ft TIA-222-H9.4.2 Moment Transfer Through Pad Flexure: 18.72 k-in TIA-222-H 9.4.2 Moment Transfer Flexural Capacity(fM,c,f): 8411.49 ,k-in gfM,c/fM,c,f: 0% Pass Pier Strength Capacity Factored Moment in Pier(Mu): = k-ft Pier Moment Capacity(fM ): i c. -,k-ft M./fM,,: 7-t Pass Factored Shear in Pier(V ): 2.6 k Pier Shear Capacity(fV,): 53.9 k ACI 318-14 22.5.1.1 V /fVc: Pass Pier Shear Reinforcement Ratio: 0.0079 ok-No Des Necessary for Shear-ACIII36,1 Factored Tension in Pier(T): 62.1 k Pier Tension Capacity(fT): 86.4 'k T /fT,,: Pass Factored Compression in Pier(P ): 67.6 k Pier Compression Capacity(fP„): 341.5 k ACI 318-14 22.4.2.1 P„/fP,,: Pass Pier Compression Reinforcement Ratio: 0.006 OK.nA 222-H9.4.1 Minimum Depth to Develop Vertical Rebar: 7 in ACI 318-1425.4.2.3 Minimum Hook Development Length: 11 in ACI 318-1425.4.3.1 Minimum Mat Thickness/Edge Distance from Pier: 14.0 in Minimum Foundation Depth: 2,02 ft M/fsMn+T/fTT,,: /.,.- Pass