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Report (67)
Eng. Number OAA696869_C3_03 May 17, 2017 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-www.americantower.com Eng. Number OAA696869_C3_03 May 17, 2017 Page 1 AMERICAN TOWER. C O RPO RAT 1 0 R 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. Supporting Documents Tower Drawings Valmont Drawing#BC5166Z,dated September 25,1996 Foundation Drawing Valmont Drawing#0-118579,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: 93 mph (3-Second Gust,Vasd)/120 mph(3-Second Gust,Vult) Basic Wind Speed w/Ice: 30 mph(3-Second Gust)w/1/2" radial ice concurrent Code: ANSI/TIA-222-G/2012 IBC/2014 Oregon Structural Specialty Code Structure Gass: I I Exposure Category: B Topographic Category: 1 Spectral Response: Ss=0.97,S1=0.42 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 LIC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number OAA696869_7C3_032017 May 1 , Page 2 AMERICAN TOWER' C O RPO RATIO N Existing and Reserved Equipment Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 60.0 63.0 1 GPS Leg (1)1/2"Coax Verizon Equipment to be Removed Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 3 94"x 12"Panel (6)15/8"Coax 60.0 60.0 3 Clea rComm 850/1900 50.0 50.0 3 Antel BXA-70063-8CF-DIN-X-FP - (3)7/8"Coax 49.0 49.0 3 Antel BXA-171063-8CF-EDIN-X - (3)7/8"Coax Verizon 41.0 41.0 3 Ericsson RRUS 11 B2 - - (1)1.43"(36.4mm) 33.0 33.0 1 20"x 15"x 10"BOB Hybrid Proposed Equipment Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 3 Commscope CBC78T-DS-43 Leg (12)7/8"Coax 60.0 60.0 3 CSS X7CAP-865 6 Commscope JAHH-45C-R3B 3 Ericsson RRUS 32 B2 Verizon 52.0 52.0 6 Ericsson RRUS 12 B5 w/o Solar Shield Leg (3)1 1/4Hybriflex 3 Ericsson RRUS 32 B66A 3 Raycap RCMDC-3315-PF-48 'Mount elevation is defined as height above bottom of steel structure to the bottom of mount,RAD elevation is defined as center of antenna above ground level(AGL). Install proposed coax alongside existing Verizon coax. 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 0AA696869_C3_03 _ May 17, 2017 - Page 3 AMERICAN TOWER' C O R P O RAT 1 0 N Structure Usages Structural Component Controlling Usage Pass/Fail Legs 92% Pass Diagonals 32% Pass Horizontals 4% Pass Anchor Bolts 27% Pass Leg Bolts 54% Pass Foundations Reaction Component Analysis Reactions %of Usage Uplift(Kips) 76.2 103% OTM (Kips-Ft) 213.9 94% Axial(Kips) 83.9 62% Total Shear(Kips) 5.3 45% 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 DeflectionSway Elevation Antenna Carrier (ft) Twist(0) (Rotation)(0) (ft) Commscope CBC78T-DS-43 0 217 0.297 60.0 CSS X7CAP-865 _ Commscope JAHH-45C-R3B Ericsson RRUS 12 B5 w/o Solar Verizon 0.000 Shield 0.167 0.294 52.0 Ericsson RRUS 32 B2 Ericsson RRUS 32 B66A Raycap RCMDC-3315-PF-48 *Deflection,Twist and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TiA-222-G ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.amerfcantower.com • AMERICAN TOWER° c CAPON ATION Standard Conditions All engineering services are performed on the basis that the information used is current and correct.This information may consist of, but is not necessary limited,to: -- Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information. -- Information from drawings in the possession of American Tower Corporation,or generated by field inspections or measurements of the structure. 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. In the absence of information to the contrary,we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the"as new" condition. Unless explicitly agreed by both the client and American Tower Corporation,all services will be performed in accordance with the current revision of ANSI/TIA-222.The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222.Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities,we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes,the client shall specify the exact requirement. 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 we supply. ATC Tower Services LIC-3500 Regency Parkway,Suite 100-Cary,NC 27518.919-468-0112 Office-919-466-5414 Fax-www.americantower.com , Job Information Tower: 413471 Location: Pecan OR,OR Code: ANSI/TIA-222-G Shape:Triangle Base Width: 3.00 ft ®2007-2017 by ATC IP LLC. All rights reserved. Client: VERIZON WIRELESS Top Width: 3.00 ft Loads: 93 mph no ice Sections Properties 30 mph w/1/2"radial ice Site Class:D Ss:0.97 S1:0.42 Section Lea Members Diaconal Members Horizontal Members 60 mph Serviceability 1 PST 50 ksi 3"DIA PIPE SAE 42 ksi 1.75X1.75X0.1875 2 PST 50 ksi 2-1/2"DIA PIPE SAE 42 ksi 1.75X1.75X0.1875 3 PST 50 ksi 2-1/2"DIA PIPE SAE 42 ksi 1.75X1.75X0.1875 SAE 42 ksi 2X2X0.1875 Discrete Appurtenance Elev(ft) Type Qty Description 60.00 Panel 3 Commscope CBC78T-DS-43 60.00 Panel 3 CSS X7CAP-865 60.00 Whip 1 GPS p 52.00 Panel 6 Commscope n ssonoRRUS 32 BB2 R38 52.00 Panel 6 Ericsson RRUS 12 B5 w/o Solar 52.00 Panel 3 Ericsson RRUS 32 B66A 52.00 Panel 3 Ravcao RCMDC-3315-PF-48 Linear Appurtenance Elev(ft) From To Qty Description 0.00 60.00 12 7/8"Coax 0.00 60.00 1 112"Coax 0.00 52.00 3 1 1/4"Hvbriflex Cab Global Base Foundation Design Loads Load Case Moment(k-ft) Vertical(kip) Horizontal(kip) DL+WL 207.28 4.80 5.14 DL+WL+IL 16.54 11.00 0.42 Sen a ePrti1 Individual Base Foundation Design Loads Vertical(kip) Uplift(kip) Horizontal(kip) Ei4'?.' 81.38 76.20 3.40 Sect 2 20.'n 11 I Set' \\ Site Number: 413471 Code: ANSIITIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Pecan OR,OR Engineering Number: OAA696869_C3_03 5/17/2017 3:31:29 PM Customer: VERIZON WIRELESS Analysis Parameters Location: WASHINGTON County,OR Height(ft): 60 Code: ANSIITIA-222-G 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 Ice & Wind Parameters Structure Class: II Design Windspeed Without Ice: 93 mph Exposure Category: B Design Windspeed With Ice: 30 mph Topographic Category: 1 Operational Windspeed: 60 mph Crest Height: 0.0 ft Design Ice Thickness: 0.50 in Seismic Parameters Analysis Method: Equivalent Modal Analysis&Equivalent Lateral Force Methods Site Class: D-Stiff Soil Period Based on Rayleigh Method(sec): 0.72 TL(sec): 16 p: 1.3 Cs: 0.205 Ss: 0.968 S1: 0.423 CS,Max: 0.205 F.: 1.113 Fv: 1.577 Cs,Min: 0.032 Sds: 0.718 Sd1: 0.445 Load Cases 1.2D+1.6W Normal 93 mph Normal to Face with No Ice 1.2D+1.6W 60 deg 93 mph 60 degree with No Ice 1.2D+1.6W 90 deg 93 mph 90 degree with No Ice 1.2D+1.6W 120 deg 93 mph 120 degree with No Ice 1.2D+1.6W 180 deg 93 mph 180 degree with No Ice 1.2D+1.6W 210 deg 93 mph 210 degree with No Ice 1.2D+1.6W 240 deg 93 mph 240 degree with No Ice 1.2D+1.6W 300 deg 93 mph 300 degree with No Ice 1.2D+1.6W 330 deg 93 mph 330 degree with No Ice 0.9D+1.6W Normal 93 mph Normal to Face with No Ice(Reduced DL) 0.90+1.6W 60 deg 93 mph 60 deg with No Ice(Reduced DL) `0.9D+1.6W 90 deg 93 mph 90 deg with No ice(Reduced DL) 0.9D+1.6W 120 deg 93 mph 120 deg with No Ice(Reduced DL) 0.9D+1.6W 180 deg 93 mph 180 deg with No Ice(Reduced DL) 0.9D+1.6W 210 deg 93 mph 210 deg with No Ice(Reduced DL) 0.9D+1.6W 240 deg 93 mph 240 deg with No Ice(Reduced DL) 0.9D+1.6W 300 deg 93 mph 300 deg with No Ice(Reduced DL) 0.9D+1.6W 330 deg 93 mph 330 deg with No Ice(Reduced DL) 1.2D+1.0Di+1.0W1 Normal 30 mph Normal with 0.5 in Radial Ice 1.2D+1.0D1+1.0W160 deg 30 mph 60 deg with 0.5 in Radial Ice 1.2D+1.0Di+1.0Wi 90 deg 30 mph 90 deg with 0.5 in Radial Ice Page 1 Site Number: 413471 Code: ANSIITIA-222-G ®2007-2017 by ATC IPLLC. All rights reserved. Site Name: Pecan OR,OR Engineering Number: OAA696869_C3 03 5/17/2017 3:31:29 PM Customer: VERIZON WIRELESS _ Analysis Parameters 1.2D+1.0Di+1.0Wi 120 deg 30 mph 120 deg with 0.5 in Radial Ice 1.2D+1.001+1.0WI 180 deg 30 mph 180 deg with 0.5 in Radial Ice 1.2D+1.0Di+1.0Wi 210 deg 30 mph 210 deg with 0.5 In Radial Ice 1.2D+1.0Di+1.0Wi 240 deg 30 mph 240 deg with 0.5 in Radial Ice 1.2D+1.0D1+1.0Wi 300 deg 30 mph 300 deg with 0.5 in Radial Ice 1.2D+1.0Di+1.0Wi 330 deg 30 mph 330 deg with 0.5 in Radial Ice (1.2+0.2Sds)*DL+E Normal Seismic Normal (1.2+0.2Sds)*DL+E 60 deg Seismic 60 deg (1.2+0.2Sds)*DL+E 90 deg Seismic 90 deg (1.2+0.2Sds)*DL+E 120 deg Seismic 120 deg (1.2+0.2Sds)*DL+E 180 deg Seismic 180 deg (1.2+0.2Sds)*DL+E 210 deg Seismic 210 deg (1.2+0.2Sds)*DL+E 240 deg Seismic 240 deg (1.2+0.2Sds)*DL+E 300 deg Seismic 300 deg (1.2+0.2Sds)*DL+E 330 deg Seismic 330 deg (0.9-0.2Sds)*DL+E Normal Seismic(Reduced DL)Normal (0.9-0.2Sds)*DL+E 60 deg Seismic(Reduced DL)60 deg (0.9-0.2Sds)*DL+E 90 deg Seismic(Reduced DL)90 deg (0.9-0.2Sds)*DL+E 120 deg Seismic(Reduced DL)120 deg (0.9-0.2Sds)*DL+E 180 deg Seismic(Reduced DL)180 deg (0.9-0.2Sds)*DL+E 210 deg Seismic(Reduced DL)210 deg (0.9-0.2Sds)*DL+E 240 deg Seismic(Reduced DL)240 deg (0.9-0.2Sds)*DL+E 300 deg Seismic(Reduced DL)300 deg (0.9-0.2Sds)*DL+E 330 deg Seismic(Reduced DL)330 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 1.0D+1.0W Service 120 deg Serviceability-60 mph Wind 120 deg 1.0D+1.0W Service 180 deg Serviceability-60 mph Wind 180 deg 1.0D+1.0W Service 210 deg Serviceability-60 mph Wind 210 deg 1.0D+1.0W Service 240 deg Serviceability-60 mph Wind 240 deg 1.0D+1.0W Service 300 deg Serviceability-60 mph Wind 300 deg 1.0D+1.0W Service 330 deg Serviceability-60 mph Wind 330 deg Page 2 Site Number: 413471 Code: ANSIITIA-222-G ®2007-2017 try ATC IP LLC. All rights reserved. - Site Name: Pecan OR,OR Engineering Number: OAA696869_C3_03 5/17/2017 3:31:29 PM Customer: VERIZON WIRELESS Tower Loading Discrete Appurtenance Properties 1.2D+1.6W Elevation Description Qty Wt. EPA Length Width Depth K. Orient. Vert. M U QZ F.(WL) Pa(DL) (ft) (Ib) (sf) (ft) (in) (in) Factor Ecc.(ft) (Ib-ft) (psf) (Ib) (Ib) 60.00 Commscope 3 11 0.4 0.6 6.4 4.8 1.00 0.50 0.0 0.0 16.07 14 46 60.00 CSS X7CAP-865 3 56 11.9 8.0 12.5 7.1 1.00 0.69 0.0 0.0 16.07 537 242 60.00 GPS 1 10 1.0 1.0 9.0 6.0 1.00 1.00 3.0 66.5 16.30 22 14 52.00 Commscope JAHH- 6 104 15.9 8.0 18.0 7.0 1.00 0.64 0.0 0.0 15.43 1280 895 52.00 Ericsson RRUS 12 6 58 2.5 1.5 16.5 6.3 1.00 0.50 0.0 0.0 15.43 156 501 52.00 Ericsson RRUS 32 B2 3 53 2.7 2.3 12.1 7.0 1.00 0.50 0.0 0.0 15.43 86 229 52.00 Ericsson RRUS 32 3 51 2.2 1.9 11.5 6.4 1.00 0.50 0.0 0.0 15.43 70 219 52.00 Raycap RCMDC- 3 21 2.5 1.6 15.7 10.3 1.00 0.50 0.0 0.0 15.43 79 92 Totals 28 1555 170.5 Discrete Appurtenance Properties 0.9D+1.6W Elevation Description Qty Wt. EPA Length Width Depth K. Orient. Vert. M0 Q= Fa(WL) P8(DL) (ft) (Ib) (sf) (ft) (in) (in) Factor Ecc.(ft) (Ib-ft) (psf) (Ib) (Ib) 60.00 Commscope 3 11 0.4 0.6 6.4 4.8 1.00 0.50 0.0 0.0 16.07 14 26 60.00 CSS X7CAP-865 3 56 11.9 8.0 12.5 7.1 1.00 0.69 0.0 0.0 16.07 537 136 60.00 GPS 1 10 1.0 1.0 9.0 6.0 1.00 1.00 3.0 66.5 16.30 22 8 52.00 Commscope JAHH- 6 104 15.9 8.0 18.0 7.0 1.00 0.64 0.0 0.0 15.43 1280 503 52.00 Ericsson RRUS 12 6 58 2.5 1.5 16.5 6.3 1.00 0.50 0.0 0.0 15.43 156 282 52.00 Ericsson RRUS 32 B2 3 53 2.7 2.3 12.1 7.0 1.00 0.50 0.0 0.0 15.43 86 129 52.00 Ericsson RRUS 32 3 51 2.2 1.9 11.5 6.4 1.00 0.50 0.0 0.0 15.43 70 123 52.00 Raycap RCMDC- 3 21 2.5 1.6 15.7 10.3 1.00 0.50 0.0 0.0 15.43 79 52 Totals 28 1555 170.5 Discrete Appurtenance Properties 1.2D+1.0Di+1.0Wi Elevation Description Qty Ice Wt Ice EPA Length Width Depth K. Orient. Vert. Mu QZ Fe(WL) P0(DL) (ft) (Ib) (sf) (ft) (in) (in) Factor Ecc.(ft) (Ib-ft) (psf) (ib) (Ib) 60.00 Commscope 3 21 0.5 0.6 6.4 4.8 1.00 0.50 0.0 0.0 1.67 1 82 60.00 CSS X7CAP-865 3 206 12.8 8.0 12.5 7.1 1.00 0.69 0.0 0.0 1.67 38 781 60.00 GPS 1 28 1.4 1.0 9.0 6.0 1.00 1.00 3.0 6.2 1.70 2 35 52.00 Commscope JAHH- 6 291 16.9 8.0 18.0 7.0 1.00 0.64 0.0 0.0 1.61 89 2247 52.00 Ericsson RRUS 12 6 99 2.8 1.5 16.5 6.3 1.00 0.50 0.0 0.0 1.61 12 795 _52.00 Ericsson RRUS 32 B2 3 101 3.2 2.3 12.1 7.0 1.00 0.50 0.0 0.0 1.61 6 401 52.00 Ericsson RRUS 32 3 90 2.6 1.9 11.5 6.4 1.00 0.50 0.0 0.0 1.61 5 360 52.00 Raycap RCMDC- 3 73 2.9 1.6 15.7 10.3 1.00 0.50 0.0 0.0 1.61 6 277 - Totals 28 3838 186.0 Discrete Appurtenance Properties 1.0D+1.0W Service 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) (Ib-ft) (psf) (Ib) (Ib) 60.00 Commscope 3 11 0.4 0.6 6.4 4.8 1.00 0.50 0.0 0.0 6.69 4 32 60.00 CSS X7CAP-865 3 56 11.9 8.0 12.5 7.1 1.00 0.69 0.0 0.0 6.69 140 168 60.00 GPS 1 10 1.0 1.0 9.0 6.0 1.00 1.00 3.0 17.3 6.78 6 10 52.00 Commscope JAHH- 6 104 15.9 8.0 18.0 7.0 1.00 0.64 0.0 0.0 6.42 333 622 52.00 Ericsson RRUS 12 6 58 2.5 1.5 16.5 6.3 1.00 0.50 0.0 0.0 6.42 41 348 52.00 Ericsson RRUS 32 B2 3 53 2.7 2.3 12.1 7.0 1.00 0.50 0.0 0.0 6.42 22 159 Page 3 • Site Number: 413471 Code: ANSIITIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Pecan OR,OR Engineering Number: OAA696869_C3_03 5/17/2017 3:31:29 PM Customer: VERIZON WIRELESS - Tower Loading 52.00 Ericsson RRUS 32 3 51 2.2 1.9 11.5 6.4 1.00 0.50 0.0 0.0 6.42 18 152 52.00 Raycap RCMDC- 3 21 2.5 1.6 15.7 10.3 1.00 0.50 0.0 0.0 6.42 21 64 Totals 28 1555 170.5 Page 4 Site Number: 413471 Code: ANSIITIA-222-G 0 2007-2017 by ATC IPLLC. All rights reserved. 'Site Name: Pecan OR,OR Engineering Number: 0AA696869_C3_03 5/17/2017 3:31:29 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) (1b/ft) In Block Faces Arrangement Dia(in) Zone (in) Factor Override 0.00 60.00 1/2"Coax 1 0.63 0.15 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 60.00 7/8"Coax 12 1.09 0.33 50 Lin App Block 0.00 N 1.00 1.00 0.00 0.00 52.00 1 1/4"Hybriflex 3 1.54 1.00 0 Lin App Individual 0.00 N 1.00 1.00 0.00 Page 5 • Site Number: 413471 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. ..Site Name: Pecan OR,OR Engineering Number: OAA696869 C3_03 5/17/2017 3:31:29 PM Customer: VERIZON WIRELESS Section Forces LoadCase 1.2D + 1.6W Normal 93 mph Normal to Face with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor(1w): 1.00 Section Elev. 4 Ar A, Ice A r e C, Dr 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 15.26 6.92 9.58 0.00 0.25 2.42 1.00 1.00 0.0 12.54 27.47 0.00 938 0 630 410 1041 2 30.00 13.19 6.40 9.58 0.00 0.25 2.45 1.00 1.00 0.0 12.00 30.55 0.00 937 0 527 394 921 1 10.00 13.17 6.28 11.67 0.00 0.27 2.37 1.00 1.00 0.0 13.17 30.55 0.00 1063 0 560 394 954 2937 0 2916 LoadCase 1.2D + 1.6W 60 deg 93 mph 60 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor(1w): 1.00 Section Elev. 4 Ar Ar Ice Ar 0 C, D, Dr Tu 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 15.26 6.92 9.58 0.00 0.25 2.42 0.80 1.00 0.0 11.15 27.47 0.00 938 0 561 410 971 2 30.00 13.19 6.40 9.58 0.00 0.25 2.45 0.80 1.00 0.0 10.72 30.55 0.00 937 0 470 394 865 1 10.00 13.17 6.28 11.67 0.00 0.27 2.37 0.80 1.00 0.0 11.91 30.55 0.00 1063 0 506 394 900 2937 0 2736 LoadCase 1.2D + 1.6W 90 deg 93 mph 90 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor(1w): 1.00 Section Elev. Q A, A, Ice Ar e Cr Dr Dr T;= A. EPA, EPA, Wt. Ice Wt. F, F. Force (ft) (PO (sf) (at) (sf) (in) (sf) (sf) (sf) (Ib) (Ib) (ib) (Ib) (Ib) 3 50.00 15.26 6.92 9.58 0.00 0.25 2.42 0.85 1.00 0.0 11.50 27.47 0.00 938 0 578 410 989 2 30.00 13.19 6.40 9.58 0.00 0.25 2.45 0.85 1.00 0.0 11.04 30.55 0.00 937 0 484 394 879 1 10.00 13.17 6.28 11.67 0.00 0.27 2.37 0.85 1.00 0.0 12.23 30.55 0.00 1063 0 520 394 914 2937 0 2781 LoadCase 1.2D+ 1.6W 120 deg 93 mph 120 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor(1w) : 1.00 Section Elev. CI Ar Ar Ice A, e Cr Df Dr T,= A. EPA, EPA, Wt. Ice Wt. Fa F. Force (ft) (psf) (sfl (aft (sf) (in) (sf) (sf) (sf) (Ib) (Ib) (Ib) (Ib) (Ib) 3 50.00 15.26 6.92 9.58 0.00 0.25 2.42 1.00 1.00 0.0 12.54 27.47 0.00 938 0 630 410 1041 2 30.00 13.19 6.40 9.58 0.00 0.25 2.45 1.00 1.00 0.0 12.00 30.55 0.00 937 0 527 394 921 1 10.00 13.17 6.28 11.67 0.00 0.27 2.37 1.00 1.00 0.0 13.17 30.55 0.00 1063 0 560 394 954 2937 0 2916 Page 6 Site Number: 413471 Code: ANSIITIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Pecan OR,OR Engineering Number: OAA696869_C3_03 5/17/2017 3:31:29 PM Customer: VERIZON WIRELESS Section Forces LoadCase 1.2D + 1.6W 180 deg 93 mph 180 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor(1w): 1.00 Section Elev. Q, At A, Ice A, e Cr D, 0, T,z A. EPA. EPA., Wt. Ice Wt. F., F. Force (ft) (psfl (sf) (sfl (sf) (in) (sf) (sf) (sf) (Ib) (Ib) (Ib) (Ib) (Ib) 3 50.00 15.26 6.92 9.58 0.00 0.25 2.42 0.80 1.00 0.0 11.15 27.47 0.00 938 0 561 410 971 2 30.00 13.19 6.40 9.58 0.00 0.25 2.45 0.80 1.00 0.0 10.72 30.55 0.00 937 0 470 394 865 1 10.00 13.17 6.28 11.67 0.00 0.27 2.37 0.80 1.00 0.0 11.91 30.55 0.00 1063 0 506 394 900 2937 0 2736 LoadCase 1.2D + 1.6W 210 deg 93 mph 210 degree with No Ice Gust Response Factor (Gh): 0.85 Wind importance Factor(1w) : 1.00 Section Elev. Qi At A, Ice A, e Cr D, D, T,z A. EPA. EPA., Wt. Ice Wt. F., F. Force (ft) (psf) (sf) (at) (s) (in) (sf) (sf) (sf) (Ib) (Ib) (Ib) (Ib) (Ib) 3 50.00 15.26 6.92 9.58 0.00 0.25 2.42 0.85 1.00 0.0 11.50 27.47 0.00 938 0 578 410 989 2 30.00 13.19 6.40 9.58 0.00 0.25 2.45 0.85 1.00 0.0 11.04 30.55 0.00 937 0 484 394 879 1 10.00 13.17 6.28 11.67 0.00 0.27 2.37 0.85 1.00 0.0 12.23 30.55 0.00 1063 0 520 394 914 2937 0 2781 LoadCase 1.2D+ 1.6W 240 deg 93 mph 240 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor(1w): 1.00 Section Elev. Qt A, A, Ice A, e C, D, D, T,, A, EPA, EPA,, Wt. Ice Wt. F,, F. Force (ft) (psf) (sfl (sf) (sf) (in) (sf) (sf) (sfl (Ib) (Ib) (ib) (Ib) (Ib) 3 50.00 15.26 6.92 9.58 0.00 0.25 2.42 1.00 1.00 0.0 12.54 27.47 0.00 938 0 630 410 1041 2 30.00 13.19 6.40 9.58 0.00 0.25 2.45 1.00 1.00 0.0 12.00 30.55 0.00 937 0 527 394 921 1 10.00 13.17 6.28 11.67 0.00 0.27 2.37 1.00 1.00 0.0 13.17 30.55 0.00 1063 0 560 394 954 2937 0 2916 .LoadCase 1.2D + 1.6W 300 deg 93 mph 300 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor(1w): 1.00 Section Elev. 4 A, A, Ice A, e C, D, D, T,z 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 15.26 6.92 9.58 0.00 0.25 2.42 0.80 1.00 0.0 11.15 27.47 0.00 938 0 561 410 971 2 30.00 13.19 6.40 9.58 0.00 0.25 2.45 0.80 1.00 0.0 10.72 30.55 0.00 937 0 470 394 865 1 10.00 13.17 6.28 11.67 0.00 0.27 2.37 0.80 1.00 0.0 11.91 30.55 0.00 1063 0 506 394 900 2937 0 2736 Page 7 Site Number: 413471 Code: ANSIITIA-222-G 02007-2017 byATC/PLLC. All rights reserved. 'Site Name: Pecan OR,OR Engineering Number: OAA696869_C3_03 5/17/2017 3:31:29 PM Customer: VERIZON WIRELESS Section Forces LoadCase 1.2D + 1.6W 330 deg 93 mph 330 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor(1w): 1.00 Section Elev. 5 A, Ar Ice A r e Cr 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 15.26 6.92 9.58 0.00 0.25 2.42 0.85 1.00 0.0 11.50 27.47 0.00 938 0 578 410 989 2 30.00 13.19 6.40 9.58 0.00 0.25 2.45 0.85 1.00 0.0 11.04 30.55 0.00 937 0 484 394 879 1 10.00 13.17 6.28 11.67 0.00 0.27 2.37 0.85 1.00 0.0 12.23 30.55 0.00 1063 0 520 394 914 2937 0 2781 LoadCase 0.9D + 1.6W Normal 93 mph Normal to Face with No Ice (Reduced DL) Gust Response Factor (Gh): 0.85 Wind Importance Factor(1w) : 1.00 Section Elev. 4 A, Ar Ice A r e C, Dr Dr TA. EPA. EPA,, Wt. Ice Wt. F„ F. Force (ft) (pit) (sfl (sf) (sfl (in) (sf) (sf) (sf) (Ib) (Ib) (Ib) (lb) (ib) 3 50.00 15.26 6.92 9.58 0.00 0.25 2.42 1.00 1.00 0.0 12.54 27.47 0.00 703 0 630 410 1041 2 30.00 13.19 6.40 9.58 0.00 0.25 2.45 1.00 1.00 0.0 12.00 30.55 0.00 703 0 527 394 921 1 10.00 13.17 6.28 11.67 0.00 0.27 2.37 1.00 1.00 0.0 13.17 30.55 0.00 797 0 560 394 954 2203 0 2916 LoadCase 0.9D + 1.6W 60 deg 93 mph 60 deg with No Ice (Reduced DL) Gust Response Factor (Gh): 0.85 Wind Importance Factor(1w) : 1.00 Section Elev. 4 A, Ar Ice A r e C, Df Dr T A, EPA, EPA,, Wt. Ice Wt. F,, F, Force (ft) (pit) (sfl (sf) (if) (in) (sf) (sf) (sf) (Ib) (Ib) (Ib) (Ib) (Ib) 3 50.00 15.26 6.92 9.58 0.00 0.25 2.42 0.80 1.00 0.0 11.15 27.47 0.00 703 0 561 410 971 2 30.00 13.19 6.40 9.58 0.00 0.25 2.45 0.80 1.00 0.0 10.72 30.55 0.00 703 0 470 394 865 1 10.00 13.17 6.28 11.67 0.00 0.27 2.37 0.80 1.00 0.0 11.91 30.55 0.00 797 0 506 394 900 2203 0 2736 .LoadCase 0.9D + 1.6W 90 deg 93 mph 90 deg with No Ice(Reduced DL) Gust Response Factor (Gh): 0.85 Wind Importance Factor(1w): 1.00 Section Elev. 4 A, Ar Ice A r e Cr D, Dr T, A, EPA, EPA., Wt. Ice Wt. F., F. Force (ft) (pit) (if) NO (if) (in) (sf) (sf) (sf) (Ib) (Ib) (Ib) (Ib) (Ib) 3 50.00 15.26 6.92 9.58 0.00 0.25 2.42 0.85 1.00 0.0 11.50 27.47 0.00 703 0 578 410 989 2 30.00 13.19 6.40 9.58 0.00 0.25 2.45 0.85 1.00 0.0 11.04 30.55 0.00 703 0 484 394 879 1 10.00 13.17 6.28 11.67 0.00 0.27 2.37 0.85 1.00 0.0 12.23 30.55 0.00 797 0 520 394 914 2203 0 2781 Page 8 Site Number: 413471 Code: ANSIITIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Pecan OR,OR Engineering Number: OAA696869_C3_03 5/17/2017 3:31:29 PM Customer: VERIZON WIRELESS Section Forces LoadCase 0.9D + 1.6W 120 deg 93 mph 120 deg with No Ice (Reduced DL) Gust Response Factor (Gh): 0.85 Wind Importance Factor(1w) : 1.00 Section Elev. Or Ar Ar Ice A r e C, Dr Dr T,= A. EPA, EPA., Wt. Ice Wt. F„ F. Force (ft) (Psi] (sf) (sf) (sf) (In) (sf) (sf) (sf) (ib) (lb) (lb) (lb) (ib) 3 50.00 15.26 6.92 9.58 0.00 0.25 2.42 1.00 1.00 0.0 12.54 27.47 0.00 703 0 630 410 1041 2 30.00 13.19 6.40 9.58 0.00 0.25 2.45 1.00 1.00 0.0 12.00 30.55 0.00 703 0 527 394 921 1 10.00 13.17 6.28 11.67 0.00 0.27 2.37 1.00 1.00 0.0 13.17 30.55 0.00 797 0 560 394 954 2203 0 2916 LoadCase 0.9D + 1.6W 180 deg 93 mph 180 deg with No Ice(Reduced DL) Gust Response Factor (Gh): 0.85 Wind Importance Factor(1w) : 1.00 Section Elev. S A, Ar Ice A r e C, D, Dr T,2 A. EPA. EPA., Wt. Ice Wt. F., F. Force (ft) (psf) (sf) (sf) (sf) (in) (sf) (sf) (sf) (lb) (lb) (lb) (lb) (lb) 3 50.00 15.26 6.92 9.58 0.00 0.25 2.42 0.80 1.00 0.0 11.15 27.47 0.00 703 0 561 410 971 2 30.00 13.19 6.40 9.58 0.00 0.25 2.45 0.80 1.00 0.0 10.72 30.55 0.00 703 0 470 394 865 1 10.00 13.17 6.28 11.67 0.00 0.27 2.37 0.80 1.00 0.0 11.91 30.55 0.00 797 0 506 394 900 2203 0 2736 LoadCase 0.9D + 1.6W 210 deg 93 mph 210 deg with No Ice (Reduced DL) Gust Response Factor (Gh): 0.85 Wind Importance Factor(1w): 1.00 Section Elev. A, Ar Ice A r e C, D, Dr T,2 A. EPA. EPA.' Wt. Ice Wt. F., F. Force (ft) (Psf) (sf) (sf) (sf) (in) (sf) (sf) (sf) (lb) (Ib) (Ib) (lb) (Ib) 3 50.00 15.26 6.92 9.58 0.00 0.25 2.42 0.85 1.00 0.0 11.50 27.47 0.00 703 0 578 410 989 2 30.00 13.19 6.40 9.58 0.00 0.25 2.45 0.85 1.00 0.0 11.04 30.55 0.00 703 0 484 394 879 1 10.00 13.17 6.28 11.67 0.00 0.27 2.37 0.85 1.00 0.0 12.23 30.55 0.00 797 0 520 394 914 2203 0 2781 LoadCase 0.9D+ 1.6W 240 deg 93 mph 240 deg with No Ice (Reduced DL) Gust Response Factor (Gh): 0.85 Wind Importance Factor(1w) : 1.00 Section Elev. O: A, Ar Ice A r e Cr Dr Dr T,: A. EPA. EPA., Wt. Ice Wt. F., F. Force (ft) (Psf? (sf) (sfl (sf) (in) (sf) (sf) (sf) (Ib) (lb) (lb) (ib) (lb) 3 50.00 15.26 6.92 9.58 0.00 0.25 2.42 1.00 1.00 0.0 12.54 27.47 0.00 703 0 630 410 1041 2 30.00 13.19 6.40 9.58 0.00 0.25 2.45 1.00 1.00 0.0 12.00 30.55 0.00 703 0 527 394 921 1 10.00 13.17 6.28 11.67 0.00 0.27 2.37 1.00 1.00 0.0 13.17 30.55 0.00 797 0 560 394 954 2203 0 2916 Page 9 • Site Number: 413471 Code: ANSIITIA-222-G ©2007-2017 by ATC/P LLC. All rights reserved. - Site Name: Pecan OR,OR Engineering Number: OAA696869_C3_03 5/17/2017 3:31:29 PM Customer: VERIZON WIRELESS - Section Forces LoadCase 0.9D + 1.6W 300 deg 93 mph 300 deg with No Ice(Reduced DL) Gust Response Factor (Gh): 0.85 Wind Importance Factor(Iw) : 1.00 Section Elev. Qt A, A, Ice A, a C, D, D, T;, A. EPA. EPA.; Wt. Ice Wt. F., F, Force (ft) (psf) (sf) (s0 (sf) (in) (sf) (sf) (sf) (Ib) (Ib) (Ib) (Ib) (Ib) 3 50.00 15.26 6.92 9.58 0.00 0.25 2.42 0.80 1.00 0.0 11.15 27.47 0.00 703 0 561 410 971 2 30.00 13.19 6.40 9.58 0.00 0.25 2.45 0.80 1.00 0.0 10.72 30.55 0.00 703 0 470 394 865 1 10.00 13.17 6.28 11.67 0.00 0.27 2.37 0.80 1.00 0.0 11.91 30.55 0.00 797 0 506 394 900 2203 0 2736 LoadCase 0.9D+ 1.6W 330 deg 93 mph 330 deg with No Ice(Reduced DL) Gust Response Factor (Gh): 0.85 Wind Importance Factor(Iw) : 1.00 Section Elev. s A, A, Ice A, a C, D, D, T;= A. EPA, EPA.; Wt. Ice Wt. F., F. Force (ft) (pet) (sf) (sf) (sf) (in) (sf) (sf) (sf) (Ib) (Ib) (Ib) (Ib) (Ib) 3 50.00 15.26 6.92 9.58 0.00 0.25 2.42 0.85 1.00 0.0 11.50 27.47 0.00 703 0 578 410 989 2 30.00 13.19 6.40 9.58 0.00 0.25 2.45 0.85 1.00 0.0 11.04 30.55 0.00 703 0 484 394 879 1 10.00 13.17 6.28 11.67 0.00 0.27 2.37 0.85 1.00 0.0 12.23 30.55 0.00 797 0 520 394 914 2203 0 2781 LoadCase 1.2D + 1.0Di+ 1.0Wi Normal 30 mph Normal with 0.5 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, a C, D, D, T,, A, EPA, EPA,, Wt. Ice Wt. F,, F. Force (ft) (pet) (sf) (sf) (sf) (in) (sf) (sf) (sf) (Ib) (Ib) (ib) (Ib) (Ib) 3 50.00 1.59 6.92 25.08 15.50 0.47 1.94 1.00 1.00 1.0 23.69 28.38 9.73 2310 1373 62 38 100 2 30.00 1.37 6.40 23.75 14.16 0.44 1.99 1.00 1.00 1.0 21.97 31.29 13.21 2266 1329 51 39 90 1 10.00 1.37 6.28 24.29 12.63 0.44 1.98 1.00 1.00 0.9 22.23 30.94 11.83 2274 1211 51 38 89 6850 3913 279 LoadCase 1.2D + 1.0Di + 1.0Wi 60 deg 30 mph 60 deg with 0.5 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. s A, A, Ice A, a C, D, D, Tu A, EPA, EPA., Wt. Ice Wt. F., F. Force (ft) (p8) (sf) (sf) (sf) (in) (sf) (sf) (sf) (ib) (Ib) (Ib) (Ib) (Ib) 3 50.00 1.59 6.92 25.08 15.50 0.47 1.94 0.80 1.00 1.0 22.31 28.38 9.73 2310 1373 59 38 96 2 30.00 1.37 6.40 23.75 14.16 0A4 1.99 0.80 1.00 1.0 20.69 31.29 13.21 2266 1329 48 39 87 1 10.00 1.37 8.28 24.29 12.63 0.44 1.98 0.80 1.00 0.9 20.97 30.94 11.83 2274 1211 48 38 86 6850 3913 269 Page 10 Site Number: 413471 Code: ANSI/TIA-222-G 0 2007-2017 by ATC IPLLC. All rights reserved. "Site Name: Pecan OR,OR Engineering Number: OAA696869_C3_03 5/17/2017 3:31:29 PM Customer: VERIZON WIRELESS Section Forces LoadCase 1.2D + 1.0Di+ 1.0Wi 90 deg 30 mph 90 deg with 0.5 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. S A, Ar Ice A r e C, D, Dr T;= A. EPA, EPA.; Wt. Ice Wt. F., F. Force (ft) (psf) (sf) (sf) (sf) (in) (sf) (SO (sf) (Ib) (Ib) (Ib) (Ib) (Ib) 3 50.00 1.59 6.92 25.08 15.50 0.47 1.94 0.85 1.00 1.0 22.66 28.38 9.73 2310 1373 59 38 97 2 30.00 1.37 6.40 23.75 14.16 0.44 1.99 0.85 1.00 1.0 21.01 31.29 13.21 2266 1329 49 39 88 1 10.00 1.37 6.28 24.29 12.63 0.44 1.98 0.85 1.00 0.9 21.28 30.94 11.83 2274 1211 49 38 87 6850 3913 272 LoadCase 1.2D + 1.0Di + 1.0Wi 120 deg 30 mph 120 deg with 0.5 in Radial Ice Gust Response Factor (Gh): 0.85 Ice Dead Load Factor 1.00 Ice Importance Factor:1.00 Wind Importance Factor(1w): 1.00 Section Elev. A, Ar Ice A r e C, 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 1.59 6.92 25.08 15.50 0.47 1.94 1.00 1.00 1.0 23.69 28.38 9.73 2310 1373 62 38 100 2 30.00 1.37 6.40 23.75 14.16 0.44 1.99 1.00 1.00 1.0 21.97 31.29 13.21 2266 1329 51 39 90 1 10.00 1.37 6.28 24.29 12.63 0.44 1.98 1.00 1.00 0.9 22.23 30.94 11.83 2274 1211 51 38 89 6850 3913 279 LoadCase 1.2D + 1.0Di+ 1.0Wi 180 deg 30 mph 180 deg with 0.5 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. A, Ar Ice A, a Cf Df Dr T;= A. EPA, EPA,, Wt. Ice Wt. F, F. Force (ft) (psf) (sf) (sf) (sf) (in) (sf) (sf) (sf) (Ib) (Ib) (Ib) (lb) (lb) 3 50.00 1.59 6.92 25.08 15.50 0.47 1.94 0.80 1.00 1.0 22.31 28.38 9.73 2310 1373 59 38 96 2 30.00 1.37 6.40 23.75 14.16 0.44 1.99 0.80 1.00 1.0 20.69 31.29 13.21 2266 1329 48 39 87 1 10.00 1.37 6.28 24.29 12.63 0.44 1.98 0.80 1.00 0.9 20.97 30.94 11.83 2274 1211 48 38 86 6850 3913 269 .LoadCase 1.2D + 1.0Di+ 1.0W( 210 deg 30 mph 210 deg with 0.5 in Radial Ice Gust Response Factor (Gh): 0.85 Ice Dead Load Factor 1.00 Ice Importance Factor:1.00 Wind Importance Factor(1w) : 1.00 Section Elev. Q� A, A, Ice A, e Cr Dr Dr T;= A. EPA. EPA.; Wt. Ice Wt. F., F. Force (ft) (Psf) (sfl (sf) (sf) (in) (sf) (sf) (sf) (Ib) (Ib) (Ib) (Ib) (Ib) 3 50.00 1.59 6.92 25.08 15.50 0.47 1.94 0.85 1.00 1.0 22.66 28.38 9.73 2310 1373 59 38 97 2 30.00 1.37 6.40 23.75 14.16 0.44 1.99 0.85 1.00 1.0 21.01 31.29 13.21 2266 1329 49 39 88 1 10.00 1.37 6.28 24.29 12.63 0.44 1.98 0.85 1.00 0.9 21.28 30.94 11.83 2274 1211 49 38 87 6850 3913 272 Page 11 • Site Number: 413471 Code: ANSIITIA-222-G ®2007-2017 by ATC IP LLC. All rights reserved. - Site Name: Pecan OR,OR Engineering Number: 0AA696869_C3_03 5/17/2017 3:31:29 PM Customer: VERIZON WIRELESS Section Forces LoadCase 1.2D + 1.0Di + 1.0Wi 240 deg 30 mph 240 deg with 0.5 in Radial Ice Gust Response Factor (Gh): 0.85 Ice Dead Load Factor 1.00 Ice Importance Factor:1.00 Wind Importance Factor(1w) : 1.00 Section Elev. 5 A, Ar Ice A, e Cf D, Dr TK Aa EPA, EPA. Wt. Ice Wt. Fu Fa Force (ft) (psi) (sf) (sf) (sf) (in) (sf) (sf) (sf) (Ib) (Ib) (ib) (ib) (Ib) 3 50.00 1.59 6.92 25.08 15.50 0.47 1.94 1.00 1.00 1.0 23.69 28.38 9.73 2310 1373 62 38 100 2 30.00 1.37 6.40 23.75 14.16 0.44 1.99 1.00 1.00 1.0 21.97 31.29 13.21 2266 1329 51 39 90 1 10.00 1.37 6.28 24.29 12.63 0.44 1.98 1.00 1.00 0.9 22.23 30.94 11.83 2274 1211 51 38 89 6850 3913 279 LoadCase 1.2D + 1.0Di + 1.0Wi 300 deg 30 mph 300 deg with 0.5 in Radial Ice Gust Response Factor (Gh): 0.85 Ice Dead Load Factor 1.00 Ice Importance Factor:1.00 Wind Importance Factor(1w) : 1.00 Section Elev. A, Ar Ice Ar e C, D, Dr T4 Aa EPA. EPA. Wt. Ice Wt. Fa: F. Force (ft) (psf) (sf) (sf) (sf) (in) (si) (sf) (si) (Ib) (ib) (Ib) (Ib) (ib) 3 50.00 1.59 6.92 25.08 15.50 0.47 1.94 0.80 1.00 1.0 22.31 28.38 9.73 2310 1373 59 38 96 2 30.00 1.37 6.40 23.75 14.16 0.44 1.99 0.80 1.00 1.0 20.69 31.29 13.21 2266 1329 48 39 87 1 10.00 1.37 6.28 24.29 12.63 0.44 1.98 0.80 1.00 0.9 20.97 30.94 11.83 2274 1211 48 38 86 6850 3913 269 LoadCase 1.2D + 1.0Di+ 1.0Wi 330 deg 30 mph 330 deg with 0.5 in Radial Ice Gust Response Factor (Gh): 0.85 Ice Dead Load Factor 1.00 Ice Importance Factor:1.00 Wind Importance Factor(1w): 1.00 Section Elev. A, A, Ice A, e Cf D, Dr T Aa EPA. EPA.; Wt. Ice Wt. F„ F. Force (ft) (psi) (sf) (sf) (sf) (in) (sf) (si) (sf) (Ib) (Ib) (Ib) (Ib) (ib) 3 50.00 1.59 6.92 25.08 15.50 0.47 1.94 0.85 1.00 1.0 22.66 28.38 9.73 2310 1373 59 38 97 2 30.00 1.37 6.40 23.75 14.16 0.44 1.99 0.85 1.00 1.0 21.01 31.29 13.21 2266 1329 49 39 88 1 10.00 1.37 6.28 24.29 12.63 0.44 1.98 0.85 1.00 0.9 21.28 30.94 11.83 2274 1211 49 38 87 6850 3913 272 LoadCase 1.0D + 1.0W Service Normal Serviceability -60 mph Wind Normal Gust Response Factor (Gh): 0.85 Wind Importance Factor(1w): 1.00 Section Elev. A, A, Ice A, a Cf D, Dr Tn A. EPA. EPA., Wt. Ice Wt. Fs, Fa Force (ft) (psi) (sf) (sf) (sf) (in) (sf) (sf) (sf) (Ib) (Ib) (Ib) (ib) (Ib) 3 50.00 6.35 6.92 9.58 0.00 0.25 2.42 1.00 1.00 0.0 12.54 27.47 0.00 782 0 164 107 271 2 30.00 5.49 6.40 9.58 0.00 0.25 2.45 1.00 1.00 0.0 12.00 30.55 0.00 781 0 137 103 240 1 10.00 5.48 6.28 11.67 0.00 0.27 2.37 1.00 1.00 0.0 13.17 30.55 0.00 886 0 146 103 248 2448 0 758 Page 12 • Site Number: 413471 Code: ANSIITIA-222-G ©2007-2017 byATCIPLLC. All rights reserved, rin Number: OAA696869 C3 03 5/17/2017 3:31:29 PM Ite Name: Pecan OR,OR Engineering _ _ $ ec 9 9 Customer: VERIZON WIRELESS Section Forces LoadCase 1.0D + 1.0W Service 60 deg Serviceability -60 mph Wind 60 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor(1w) : 1.00 Section Elev. O: Ar A, ice A, e C, Df D, Tu A. EPA. EPA,, Wt. Ice Wt. Fu F. Force (ft) (psf) (sf) (sf) (sf) (in) (sf) (sf) (sf) (lb) (lb) (ib) (ib) (lb) 3 50.00 6.35 6.92 9.58 0.00 0.25 2.42 0.80 1.00 0.0 11.15 27.47 0.00 782 0 146 107 253 2 30.00 5.49 6.40 9.58 0.00 0.25 2.45 0.80 1.00 0.0 10.72 30.55 0.00 781 0 122 103 225 1 10.00 5.48 6.28 11.67 0.00 0.27 2.37 0.80 1.00 0.0 11.91 30.55 0.00 886 0 132 103 234 2448 0 712 LoadCase 1.0D + 1.0W Service 90 deg Serviceability -60 mph Wind 90 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor(1w) : 1.00 Section Elev. q A, A, Ice A, e C, D, D, T;: A. EPA, EPA., Wt. Ice Wt. F,, F. Force (ft) (psf) (sf) (sf) (sf) (in) (sf) (sf) (sf) (lb) (ib) (lb) (Ib) (Ib) 3 50.00 6.35 6.92 9.58 0.00 0.25 2.42 0.85 1.00 0.0 11.50 27.47 0.00 782 0 150 107 257 2 30.00 5.49 6.40 9.58 0.00 0.25 2.45 0.85 1.00 0.0 11.04 30.55 0.00 781 0 126 103 229 1 10.00 5.48 6.28 11.67 0.00 0.27 2.37 0.85 1.00 0.0 12.23 30.55 0.00 886 0 135 103 238 2448 0 724 LoadCase 1.0D + 1.0W Service 120 deg Serviceability -60 mph Wind 120 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor(1w) : 1.00 Section Elev. 4 A, A, Ice A, e C, D, D, T,= A. EPA, EPA,, Wt. Ice Wt. F,, F, Force (ft) (psf) (sf) (sf) (sf) (in) (sf) (sf) (sf) (lb) (Ib) (lb) (ib) (Ib) 3 50.00 6.35 6.92 9.58 0.00 0.25 2.42 1.00 1.00 0.0 12.54 27.47 0.00 782 0 164 107 271 2 30.00 5.49 6.40 9.58 0.00 0.25 2.45 1.00 1.00 0.0 12.00 30.55 0.00 781 0 137 103 240 1 10.00 5.48 6.28 11.67 0.00 0.27 2.37 1.00 1.00 0.0 13.17 30.55 0.00 886 0 146 103 248 2448 0 758 LoadCase 1.0D + 1.0W Service 180 deg Serviceability -60 mph Wind 180 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor(1w) : 1.00 Section Elev. QY A, A, Ice A, a C, D, D, TA. EPA, EPA,, Wt. Ice Wt. F„ F. Force (ft) (psf) (sf) (sf) (sf) (in) (sf) (sf) (sf) (lb) (Ib) (lb) (lb) (lb) 3 50.00 6.35 6.92 9.58 0.00 0.25 2.42 0.80 1.00 0.0 11.15 27.47 0.00 782 0 146 107 253 2 30.00 5.49 6.40 9.58 0.00 0.25 2.45 0.80 1.00 0.0 10.72 30.55 0.00 781 0 122 103 225 1 10.00 5.48 6.28 11.67 0.00 0.27 2.37 0.80 1.00 0.0 11.91 30.55 0.00 886 0 132 103 234 2448 0 712 Page 13 Site Number: 413471 Code: ANSIITIA-222-G ©2007-2017 by ATCIPLLC. All rights reserved. -Site Name: Pecan OR,OR Engineering Number: OAA696869_C3_03 5/17/2017 3:31:29 PM Customer: VERIZON WIRELESS - Section Forces LoadCase 1.0D + 1.0W Service 210 deg Serviceability -60 mph Wind 210 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor(1w): 1.00 Section Elev. S Al A, Ice A, a C1 D1 Dr Tj A. EPA, EPA.; Wt. Ice Wt. F.1 F, Force (ft) (pef) (sf) (sf) (sf) (in) (sf) (sf) (sf) (Ib) (Ib) (lb) (Ib) (ib) 3 50.00 6.35 6.92 9.58 0.00 0.25 2.42 0.85 1.00 0.0 11.50 27.47 0.00 782 0 150 107 257 2 30.00 5.49 6.40 9.58 0.00 0.25 2.45 0.85 1.00 0.0 11.04 30.55 0.00 781 0 126 103 229 1 10.00 5.48 6.28 11.67 0.00 0.27 2.37 0.85 1.00 0.0 12.23 30.55 0.00 886 0 135 103 238 2448 0 724 LoadCase 1.0D + 1.0W Service 240 deg Serviceability -60 mph Wind 240 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor(1w) : 1.00 Section Elev. 4 Al A, Ice A, e C, Df D, T,: A, EPA. EPA., Wt. Ice Wt. F., F. Force (ft) (pef) (sfl (sf) (sf) (in) (sf) (sf) (sf) (Ib) (Ib) (lb) (Ib) (ib) 3 50.00 6.35 6.92 9.58 0.00 0.25 2.42 1.00 1.00 0.0 12.54 27.47 0.00 782 0 164 107 271 2 30.00 5.49 6.40 9.58 0.00 0.25 2.45 1.00 1.00 0.0 12.00 30.55 0.00 781 0 137 103 240 1 10.00 5.48 6.28 11.67 0.00 0.27 2.37 1.00 1.00 0.0 13.17 30.55 0.00 886 0 146 103 248 2448 0 758 LoadCase 1.0D+ 1.0W Service 300 deg Serviceability -60 mph Wind 300 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor(1w) : 1.00 Section Elev. 5 A, A, ice A r e C, D, Dr T,= A. EPA. EPA,, Wt. Ice Wt. F., F. Force (ft) (Pst) (el (sf) (sf) (in) (sf) (sf) (sf) (lb) (Ib) (Ib) (Ib) (Ib) 3 50.00 6.35 6.92 9.58 0.00 0.25 2.42 0.80 1.00 0.0 11.15 27.47 0.00 782 0 146 107 253 2 30.00 5.49 6.40 9.58 0.00 0.25 2.45 0.80 1.00 0.0 10.72 30.55 0.00 781 0 122 103 225 1 10.00 5.48 6.28 11.67 0.00 0.27 2.37 0.80 1.00 0.0 11.91 30.55 0.00 886 0 132 103 234 2448 0 712 LoadCase 1.0D + 1.0W Service 330 deg Serviceability -60 mph Wind 330 deg " Gust Response Factor (Gh): 0.85 Wind importance Factor(1w): 1.00 Section Elev. Ok A, A, Ice A, a C1 Dr D, T1 A. EPA, EPA., Wt. Ice Wt. F.1 F. Force (ft) (psf) (sf) (sf) (sf) (in) (sf) (sf) (sf) (Ib) (Ib) (ib) (Ib) (Ib) 3 50.00 6.35 6.92 9.58 0.00 0.25 2.42 0.85 1.00 0.0 11.50 27.47 0.00 782 0 150 107 257 2 30.00 5.49 6.40 9.58 0.00 0.25 2.45 0.85 1.00 0.0 11.04 30.55 0.00 781 0 126 103 229 1 10.00 5.48 6.28 11.67 0.00 0.27 2.37 0.85 1.00 0.0 12.23 30.55 0.00 886 0 135 103 238 2448 0 724 Page 14 Site Number: 413471 Code: ANSIITIA-222-G ©2007-2017 by ATC IPLLC. All rights reserved. SIte Name: Pecan OR,OR Engineering Number: 0AA696869_C3_03 5/17/2017 3:31:30 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 phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PST-3"DIA PIPE -74.87 1.2D+1.6W 4.81 100 100 100 49.8 50.0 83.72 0 0 0.00 0.00 89 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 -3.77 1.2D+1.6W 5.671 50 50 50 104.4 42.0 12.02 2 1 15.90 21.60 31 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 76.02 1.2D+1.6W 60 50 65 100.35 0 0 0.00 0.00 75 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE-1.75X1.75X0.18 3.29 1.20+1.6W 60 42 60 17.00 2 1 15.90 17.21 13.03 25 Blk Shear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 42.46 0.9D+1.6W 180 0.00 0 0 Top Compression 45.82 1.2D+1.6W 0.00 0 Bot Tension 76.24 0.90+1.6W 180 290.76 26 4 1 A687 Bot Compression 81.33 1.2D+1.6W 0.00 0 Section: 2 Blue Bot Elev (ft):20.00 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 -41.52 1.2D+1.6W 4.88 100 100 100 61.8 50.0 58.01 0 0 0.00 0.00 71 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 -2.72 1.2D+1.6W 90 5.724 50 50 50 105.1 42.0 11.91 2 1 15.90 21.60 22 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 42.30 1.2D+1.6W 60 50 65 76.68 0 0 0.00 0.00 55 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE-1.75X1.75X0.18 2.59 1.2D+1.6W 90 42 60 17.00 2 1 15.90 17.21 13.03 19 Blk Shear Max Splice Forces kiu phiRnt Use Num (kip) Load Case (kip) % Bolts Bolt Type - Top Tension 14.11 0.90+1.6W 180 0.00 0 0 Top Compression 16.11 1.20+1.6W 0.00 0 Bot Tension 42.46 0.9D+1.6W 180 81.36 52 4 5/8 A325 Bot Compression 45.82 1.2D+1.6W 0.00 0 Page 15 Site Number: 413471 Code: ANSI/TIA-222-G 02007-2017byATC IPLLC, All rights reserved. Site Name: Pecan OR,OR Engineering Number: OAA696869_C3_03 5/17/2017 3:31:30 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 -12.90 1.2D+1.6W 4.94 100 100 100 62.6 50.0 57.59 0 0 0.00 0.00 22 Member X HORIZSAE-2X2X0.1875 -0.24 1.2D+1.6W 60 3.000 100 100 100 105.7 42.0 13.61 1 1 7.95 10.80 3 Bolt Shear DIAG SAE-1.75X1.75X0.18 -2.11 1.2D+1.6W 90 5.777 50 50 50 105.8 42.0 11.80 2 1 15.90 21.60 17 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 13.93 1.2D+1.6W 60 50 65 76.68 0 0 0.00 0.00 18 Member HORIZ SAE-2X2X0.1875 0.26 1.2D+1.6W 42 60 20.18 1 1 7.95 6.41 9.49 4 Bolt Bear DIAG SAE-1.75X1.75X0.18 2.13 1.2D+1.6W 90 42 60 17.00 2 1 15.90 17.21 13.03 16 BIk 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 0.40 1.2D+1.0Di+ 0.00 0 Bot Tension 14.11 0.9D+1.6W 180 81.36 17 4 5/8 A325 Bot Compression 16.11 1.20+1.6W 0.00 0 Page 16 Site Number: 413471 Code: ANSIITIA-222-G ©2007-2017 by ATCIPLLC. All rights reserved. - Site Name: Pecan OR,OR Engineering Number: OAA696869_C3_03 5/17/2017 3:31:30 PM Customer: VERIZON WIRELESS - - Force/Stress Summary Deflections and Rotations Elevation Deflection Twist Sway Resultant Load Case (ft) (ft) (deg) (deg) (deg) 93 mph Normal to Face with No Ice 50.13 0.626 0.0001 1.1035 1.1035 93 mph Normal to Face with No ice 60.00 0.815 0.0000 1.1150 1.1150 93 mph 60 degree with No Ice 50.13 0.613 0.0028 1.0811 1.0811 93 mph 60 degree with No Ice 60.00 0.799 0.0034 1.0843 1.0843 93 mph 90 degree with No Ice 50.13 0.616 0.0001 1.0848 1.0848 93 mph 90 degree with No Ice 60.00 0.801 0.0000 1.0875 1.0875 93 mph 120 degree with No Ice 50.13 0.626 -0.0026 1.1018 1.1018 93 mph 120 degree with No ice 60.00 0.814 -0.0035 1.1045 1.1045 93 mph 180 degree with No Ice 50.13 0.614 0.0001 1.0828 1.0828 93 mph 180 degree with No Ice 60.00 0.800 0.0000 1.0947 1.0947 93 mph 210 degree with No Ice 50.13 0.617 0.0030 1.0884 1.0884 93 mph 210 degree with No Ice 60.00 0.804 0.0036 1.1002 1.1002 93 mph 240 degree with No Ice 50.13 0.626 0.0028 1.1018 1.1018 93 mph 240 degree with No Ice 60.00 0.814 0.0035 1.1045 1.1045 93 mph 300 degree with No Ice 50.13 0.613 -0.0026 1.0811 1.0811 93 mph 300 degree with No Ice 60.00 0.799 -0.0034 1.0843 1.0843 93 mph 330 degree with No Ice 50.13 0.616 -0.0026 1.0865 1.0865 93 mph 330 degree with No Ice 60.00 0.802 -0.0034 1.0982 1.0982 93 mph Normal to Face with No Ice(Reduced DL) 50.13 0.624 0.0001 1.0999 1.0999 93 mph Normal to Face with No Ice(Reduced DL) 60.00 0.812 0.0000 1.1114 1.1114 93 mph 60 deg with No ice(Reduced DL) 50.13 0.612 0.0028 1.0776 1.0776 93 mph 60 deg with No ice(Reduced DL) 60.00 0.797 0.0034 1.0808 1.0808 93 mph 90 deg with No Ice(Reduced DL) 50.13 0.614 0.0001 1.0813 1.0813 93 mph 90 deg with No Ice(Reduced DL) 60.00 0.799 0.0000 1.0840 1.0840 93 mph 120 deg with No Ice(Reduced DL) 50.13 0.624 -0.0026 1.0982 1.0982 93 mph 120 deg with No ice(Reduced DL) 60.00 0.812 -0.0035 1.1009 1.1009 93 mph 180 deg with No Ice(Reduced DL) 50.13 0.612 0.0001 1.0794 1.0794 93 mph 180 deg with No Ice(Reduced DL) 60.00 0.797 0.0000 1.0912 1.0912 93 mph 210 deg with No Ice(Reduced DL) 50.13 0.615 0.0030 1.0849 1.0849 93 mph 210 deg with No Ice(Reduced DL) 60.00 0.801 0.0036 1.0966 1.0966 93 mph 240 deg with No Ice(Reduced DL) 50.13 0.624 0.0028 1.0982 1.0982 93 mph 240 deg with No Ice(Reduced DL) 60.00 0.812 0.0035 1.1009 1.1009 93 mph 300 deg with No ice(Reduced DL) 50.13 0.612 -0.0026 1.0776 1.0776 93 mph 300 deg with No Ice(Reduced DL) 60.00 0.797 -0.0034 1.0808 1.0808 93 mph 330 deg with No Ice(Reduced DL) 50.13 0.614 -0.0026 1.0830 1.0830 93 mph 330 deg with No Ice(Reduced DL) 60.00 0.800 -0.0034 1.0947 1.0947 - 30 mph Normal with 0.5 in Radial Ice 50.13 0.050 0.0000 0.0878 0.0878 30 mph Normal with 0.5 in Radial ice 60.00 0.065 0.0000 0.0883 0.0883 30 mph 60 deg with 0.5 in Radial Ice 50.13 0.049 0.0000 0.0870 0.0870 30 mph 60 deg with 0.5 in Radial Ice 60.00 0.064 0.0000 0.0856 0.0856 30 mph 90 deg with 0.5 in Radial Ice 50.13 0.049 0.0000 0.0871 0.0871 30 mph 90 deg with 0.5 in Radial ice 60.00 0.064 0.0000 0.0859 0.0859 30 mph 120 deg with 0.5 in Radial ice 50.13 0.050 0.0000 0.0877 0.0877 30 mph 120 deg with 0.5 in Radial Ice 60.00 0.065 0.0000 0.0873 0.0873 30 mph 180 deg with 0.5 in Radial Ice 50.13 0.049 0.0000 0.0872 0.0872 30 mph 180 deg with 0.5 in Radial Ice 60.00 0.064 0.0000 0.0865 0.0865 30 mph 210 deg with 0.5 in Radial Ice 50.13 0.049 0.0000 0.0873 0.0873 30 mph 210 deg with 0.5 in Radial Ice 60.00 0.064 0.0000 0.0869 0.0869 30 mph 240 deg with 0.5 in Radial Ice 50.13 0.050 0.0000 0.0877 0.0877 30 mph 240 deg with 0.5 in Radial ice 60.00 0.065 0.0000 0.0873 0.0873 30 mph 300 deg with 0.5 in Radial Ice 50.13 0.049 0.0000 0.0870 0.0870 30 mph 300 deg with 0.5 in Radial ice 60.00 0.064 0.0000 0.0856 0.0856 Page 17 Site Number: 413471 Code: ANSIITIA-222-G ®2007-2017 by ATCIPLLC. All rights reserved. Site Name: Pecan OR,OR Engineering Number: OAA696869_C3_03 5/17/2017 3:31:30 PM Customer: VERIZON WIRELESS - - Force/Stress Summary 30 mph 330 deg with 0.5 in Radial ice 50.13 0.049 0.0000 0.0873 0.0873 30 mph 330 deg with 0.5 in Radial Ice 60.00 0.064 0.0000 0.0869 0.0869 Seismic Normal M1 50.13 0.147 0.0000 0.2585 0.2585 Seismic Normal M1 60.00 0.191 0.0000 0.2584 0.2584 Seismic Normal M2 50.13 0.155 0.0000 0.2750 0.2750 Seismic Normal M2 60.00 0.202 0.0000 0.2748 0.2748 Seismic 60 deg M1 50.13 0.147 0.0000 0.2590 0.2590 Seismic 60 deg M1 60.00 0.192 0.0000 0.2594 0.2594 Seismic 60 deg M2 50.13 0.155 0.0000 0.2756 0.2756 Seismic 60 deg M2 60.00 0.203 0.0000 0.2759 0.2759 Seismic 90 deg M1 50.13 0.147 0.0000 0.2588 0.2588 Seismic 90 deg M1 60.00 0.191 0.0000 0.2590 0.2590 Seismic 90 deg M2 50.13 0.155 0.0000 0.2753 0.2753 Seismic 90 deg M2 60.00 0.203 0.0000 0.2755 0.2755 Seismic 120 deg M1 50.13 0.147 0.0000 0.2585 0.2585 Seismic 120 deg M1 60.00 0.191 0.0000 0.2584 0.2584 Seismic 120 deg M2 50.13 0.155 0.0000 0.2750 0.2750 Seismic 120 deg M2 60.00 0.202 0.0000 0.2748 0.2748 Seismic 180 deg M1 50.13 0.147 0.0000 0.2590 0.2590 Seismic 180 deg M1 60.00 0.192 0.0000 0.2594 0.2594 Seismic 180 deg M2 50.13 0.155 0.0000 0.2756 0.2756 Seismic 180 deg M2 60.00 0.203 0.0000 0.2759 0.2759 Seismic 210 deg M1 50.13 0.147 0.0000 0.2588 0.2588 Seismic 210 deg M1 60.00 0.191 0.0000 0.2590 0.2590 Seismic 210 deg M2 50.13 0.155 0.0000 0.2753 0.2753 Seismic 210 deg M2 60.00 0.203 0.0000 0.2755 0.2755 Seismic 240 deg M1 50.13 0.147 0.0000 0.2585 0.2585 Seismic 240 deg M1 60.00 0.191 0.0000 0.2584 0.2584 Seismic 240 deg M2 50.13 0.155 0.0000 0.2750 0.2750 Seismic 240 deg M2 60.00 0.202 0.0000 0.2748 0.2748 Seismic 300 deg M1 50.13 0.147 0.0000 0.2590 0.2590 Seismic 300 deg M1 60.00 0.192 0.0000 0.2594 0.2594 Seismic 300 deg M2 50.13 0.155 0.0000 0.2756 0.2756 Seismic 300 deg M2 60.00 0.203 0.0000 0.2759 0.2759 Seismic 330 deg M1 50.13 0.147 0.0000 0.2588 0.2588 Seismic 330 deg M1 60.00 0.191 0.0000 0.2590 0.2590 Seismic 330 deg M2 50.13 0.155 0.0000 0.2753 0.2753 Seismic 330 deg M2 60.00 0.203 0.0000 0.2755 0.2755 Seismic(Reduced DL)Normal M1 50.13 0.146 0.0000 0.2569 0.2569 Seismic(Reduced DL)Normal M1 60.00 0.190 0.0000 0.2567 0.2567 Seismic(Reduced DL)Normal M2 50.13 0.154 0.0000 0.2733 0.2733 Seismic(Reduced DL)Normal M2 60.00 0.201 0.0000 0.2731 0.2731 Seismic(Reduced DL)60 deg M1 50.13 0.146 0.0000 0.2574 0.2574 Seismic(Reduced DL)60 deg M1 60.00 0.190 0.0000 0.2576 0.2576 _ Seismic(Reduced DL)60 deg M2 50.13 0.155 0.0000 0.2738 0.2738 Seismic(Reduced DL)60 deg M2 60.00 0.202 0.0000 0.2741 0.2741 Seismic(Reduced DL)90 deg M1 50.13 0.146 0.0000 0.2572 0.2572 Seismic(Reduced DL)90 deg M1 60.00 0.190 0.0000 0.2573 0.2573 Seismic(Reduced DL)90 deg M2 50.13 0.154 0.0000 0.2736 0.2736 Seismic(Reduced DL)90 deg M2 60.00 0.201 0.0000 0.2737 0.2737 Seismic(Reduced DL)120 deg M1 50.13 0.146 0.0000 0.2569 0.2569 Seismic(Reduced DL)120 deg M1 60.00 0.190 0.0000 0.2567 0.2567 Seismic(Reduced DL)120 deg M2 50.13 0.154 0.0000 0.2733 0.2733 Seismic(Reduced DL)120 deg M2 60.00 0.201 0.0000 0.2731 0.2731 Seismic(Reduced DL)180 deg M1 50.13 0.146 0.0000 0.2574 0.2574 Seismic(Reduced DL)180 deg M1 60.00 0.190 0.0000 0.2576 0.2576 Seismic(Reduced DL)180 deg M2 50.13 0.155 0.0000 0.2738 0.2738 Seismic(Reduced DL)180 deg M2 60.00 0.202 0.0000 0.2741 0.2741 Seismic(Reduced DL)210 deg M1 50.13 0.146 0.0000 0.2572 0.2572 Page 18 Site Number: 413471 Code: ANSIITIA-222-G ©2007-2017 byATC IPLLC. All rights reserved. _Site Name: Pecan OR,OR Engineering Number: OAA696869_C3_03 5/17/2017 3:31:30 PM Customer: VERIZON WIRELESS Force/Stress Summary Seismic(Reduced DL)210 deg M1 60.00 0.190 0.0000 0.2573 0.2573 Seismic(Reduced DL)210 deg M2 50.13 0.154 0.0000 0.2736 0.2736 Seismic(Reduced DL)210 deg M2 60.00 0.201 0.0000 0.2737 0.2737 Seismic(Reduced DL)240 deg M1 50.13 0.146 0.0000 0.2569 0.2569 Seismic(Reduced DL)240 deg M1 60.00 0.190 0.0000 0.2567 0.2567 Seismic(Reduced DL)240 deg M2 50.13 0.154 0.0000 0.2733 0.2733 Seismic(Reduced DL)240 deg M2 60.00 0.201 0.0000 0.2731 0.2731 Seismic(Reduced DL)300 deg M1 50.13 0.146 0.0000 0.2574 0.2574 Seismic(Reduced DL)300 deg M1 60.00 0.190 0.0000 0.2576 0.2576 Seismic(Reduced DL)300 deg M2 50.13 0.155 0.0000 0.2738 0.2738 Seismic(Reduced DL)300 deg M2 60.00 0.202 0.0000 0.2741 0.2741 Seismic(Reduced DL)330 deg M1 50.13 0.146 0.0000 0.2572 0.2572 Seismic(Reduced DL)330 deg M1 60.00 0.190 0.0000 0.2573 0.2573 Seismic(Reduced DL)330 deg M2 50.13 0.154 0.0000 0.2736 0.2736 Seismic(Reduced DL)330 deg M2 60.00 0.201 0.0000 0.2737 0.2737 Serviceability-60 mph Wind Normal 50.13 0.161 0.0000 0.2847 0.2847 Serviceability-60 mph Wind Normal 60.00 0.210 0.0000 0.2875 0.2875 Serviceability-60 mph Wind 60 deg 50.13 0.157 0.0002 0.2777 0.2777 Serviceability-60 mph Wind 60 deg 60.00 0.205 0.0002 0.2781 0.2781 Serviceability-60 mph Wind 90 deg 50.13 0.158 0.0000 0.2791 0.2791 Serviceability-60 mph Wind 90 deg 60.00 0.206 0.0000 0.2796 0.2796 Serviceability-60 mph Wind 120 deg 50.13 0.161 -0.0001 0.2842 0.2842 Serviceability-60 mph Wind 120 deg 60.00 0.210 -0.0002 0.2848 0.2848 Serviceability-60 mph Wind 180 deg 50.13 0.158 0.0000 0.2782 0.2782 Serviceability-60 mph Wind 180 deg 60.00 0.205 0.0000 0.2809 0.2809 Serviceability-60 mph Wind 210 deg 50.13 0.158 0.0002 0.2796 0.2796 Serviceability-60 mph Wind 210 deg 60.00 0.206 0.0002 0.2824 0.2824 Serviceability-60 mph Wind 240 deg 50.13 0.161 0.0002 0.2842 0.2842 Serviceability-60 mph Wind 240 deg 60.00 0.210 0.0002 0.2848 0.2848 Serviceability-60 mph Wind 300 deg 50.13 0.157 -0.0001 0.2777 0.2777 Serviceability-60 mph Wind 300 deg 60.00 0.205 -0.0002 0.2781 0.2781 Serviceability-60 mph Wind 330 deg 50.13 0.158 -0.0001 0.2796 0.2796 Serviceability-60 mph Wind 330 deg 60.00 0.206 -0.0002 0.2824 0.2824 Page 19 , Site Name: Pecan OR,OR Program Last Updated: 11/15/2012 Site Number: 413471 I- Engineering Number: OAA696869_C3_03 - - Engineer: A.Venning - Date: 05/17/17 Tower Type: SST w/3 Legs i. Design Loads(Factored)-Analysis per TIA-222-G Standards . . Design/Analysis/Mapping: Analysis Compression/Leg: 81.4 k Concrete Strength(fc): 3000 psi Uplift/Leg: 76.2 k Pad Tension Steel Depth: 20.00 in Total Shear: 5.1 k 4$hear: 0.75 Moment: 207.3 k-ft Flexure/Tension: 0.90 Tower+Appurtenance Weight: 4.8 k •Compression: 0.65 Depth to Base of Foundation(I+t-h): 3.50 ft (3: 0.85 Diameter of Pier(d): 1.50 ft Bottom Pad Rebar Size#: 6 Height of Pier above Ground(h): 0.50 #of Bottom Pad Rebar: 10 Width of Pad(W): 10.00 ft Pad Bottom Steel Area: 4.40 in2 Length of Pad(L): 10.00 ft Pad Steel Fy: 60000 psi Thickness of Pad(t): 2.00 ft Top Pad Rebar Size#: 6 Tower Leg Center to Center: 3.00 ft #of Top Pad Rebar: 9 Number of Tower Legs: 3.0 (1 if MP or GT) Pad Top Steel Area: 3.96 in2 Tower Center from Mat Center: 0.00 ft Pier Rebar Size#: 4 Depth Below Ground Surface to Water Table: 9.00 ft Pier Steel Area(Single Bar): 0.20 in2 Unit Weight of Concrete: 150.0 pcf #of Pier Rebar: 8 Unit Weight of Soil Above Water Table: 115.0 pcf Pier Steel Fy: 60000 psi Unit Weight of Water: 62.4 pcf Pier Cage Diameter: 10.0 in Unit Weight of Soil Below Water Table: 52.6 pcf Rebar Strain Limit: 0.008 Friction Angle of Uplift: 15.0 Degrees Steel Elastic Modulus: 29000 ksi Ultimate Coefficient of Shear Friction: 0.30 Tie Rebar Size#: 4 Ultimate Compressive Bearing Pressure: 6000.0 psf Tie Steel Area(Single Bar): 0.20 in' Ultimate Passive Pressure on Pad Face: 0.0 psf Tie Spacing: 6 in soil and Concrete Weight: 0.9 Tie Steel Fy: 60000 psi 4sou: 0.75 Overturning Moment Usage Design OTM: 227.8 k-ft OTM Resistance: 251.2 k-ft Design OTM/OTM Resistance: 0.91 Result: OK Soil Bearing Pressure Usage Net Bearing Pressure: 2555 psf Factored Nominal Bearing Pressure: 4500 psf .Net Bearing Pressure/Factored Nominal Bearing Pressure: 0.57 Result: OK -, Load Direction Controling Design Bearing Pressure: Diagonal to Pad Edge Sliding Factor of Safety Total Factored Sliding Resistance: 11.7 k Sliding Design/Sliding Resistance: 0.44 Result: OK One Way Shear,Flexual Capacity,and Punching Shear Factored One Way Shear(Vu): 24.1 k One Way Shear Capacity(4 Vc): 151.6 k-ACI11.3.1.1 Vu/OVc: 0.16 Result: OK - Load Direction Controling Shear Capacity: Diagonal to Pad Edge - Lower Steel Pad Factored Moment(Mu): 87.1 k-ft Lower Steel Pad Moment Capacity(4Mn): 384.4 k-ft-ACI10.3 Mu/0Mn: 0.23 Result: OK Load Direction Controling Flexural Capacity: Diagonal to Pad Edge Upper Steel Pad Factored Moment(Mu): 43.3 k-ft Upper Steel Pad Moment Capacity(4 Mn): 350.5 k-ft Mu/0Mn: 0.12 Result: OK Lower Pad Flexural Reinforcement Ratio: 0.0018 OK-Minimum Reinforcement Ratio Met-ACI10.5.1 Upper Pad Flexural Reinforcement Ratio: 0.0017 OK-Minimum Reinforcement Ratio Met-ACI10.5.1 Lower Pad Reinforcement Spacing: 12 in-Pad Reinforcing Spacing OK-ACI7.12.2.2&10.5.4 Upper Pad Reinforcement Spacing: 14 in-Pad Reinforcing Spacing OK-ACI7.12.2.2&10.5.4 Factored Punching Shear(Vu): 76.2 k Nominal Punching Shear Capacity(ONO: 392.3 k-AC111.12.2.1 Vu/4Vc: 0.19 Result: OK Factored Moment in Pier(Mu): 5.1 k-ft Pier Moment Capacity(4Mn): 35.9 k-ft Mu/4Mn: 0.14 Result: OK Factored Shear in Pier(Vu): 3.4 k Pier Shear Capacity(On): 17,8 k Vu/ Vc: 0.19 Result: OK Pier Shear Reinforcement Ratio: 0.0079 No Ties Necessary for Shear-ACI11.5.6.1 Factored Tension in Pier(Tu): 76.2 k Pier Tension Capacity(On): 86.4 k Tu/4Tn: 0.88 Result: OK Factored Compression in Pier(Pu): 81.4 k Pier Compression Capacity(4 Pn): 335.3 k-ACI10.3.6.2 Pu/On: 0.24 Result: OK Pier Compression Reinforcement Ratio: 0.006 OK-Reinforcement Ratio Met-ACI10.9.1&10.8.4 Mu/0BMn+Tu/0TTn: 1.03 Result: Acceptable Nominal and Design Moment Capacity and Factored Design Loads 0 20 40 60 80 100 120 140 -I- 1 --I 800 I I I I +....I 1 1 1 1 I I _1 •ON���{.,a 1 L -1 L. -1 700 Pu&Mu I ` ~ 1 I I I I I �.r._ 1 I I rtr -t .....u....-"i„,,,... r 600 I I I � I I I I I I ♦g I - 1 1- 1 L i 1��% 500 Tu&Mu I 1 I ` s MI WM -I,�_!m-Jam.1�_s-��-cI- - 1----.-_ G___. t I I T I � i 400 '- I I I I I I J .o --I- r -i r Ni,, /1 300 I / 1 Y� j Design Envelope I i 400i •�. I i 200 - I6. • �- --1 40, r`. r i 100 1 : I 11 0 - , --Nominal Envelope 1- r + r 1 100 I I I I I I I I I I I I I I -200 Moment(k-ft)