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HomeMy WebLinkAboutB14-1879' AMERICAN TOWER C O R P O R A T I O N Structural Analysis Report Structure 150 ft Monopole ATC Site Name : Biggs CA, CA ATC Site Number : 82517. Engineering Number : 59402721 BUTTE Proposed Carrier : Verizon Wireless 1 CONY I AUG 282014 Carrier Site Name : Biggs DEVELOPMENT Carrier Site Number : 115364 SERVICES Site Location 190 B Street �j f Biggs, CA 95917-9794 39.417667,-121.688583 County Butte Date August 8, 2014 Max Usage 100%, Result Pass Najaf Ali 9?,OFESs�O PERMIT# ro A.,.p BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR c 80321 Z T CODE COMPLIANCE LANCE � ��7 V,7,wL«CIVIL �4 OR CAUF��� ATC Tower Services, Inc. - 3500 Regency Parkway, Suite 100'- Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com t Eng. Number 59402721 August 8, 2014 A AMERICAN TOWER° C O R P O R A T I O N Table of Contents Introduction.................................................................................................................................... 1 SupportingDocuments.................................................................................................................... 1 Analysis........................................................................................................................................... 1 Conclusion..................................................................:.................................................................... 1 Existing and Reserved Equipment............................................................ :........................................ 2 Equipmentto be Removed............................................................................................................... 2 ProposedEquipment....................................................................................................................... 2 Structure Usages..................................................................................................:. ........... ............... 3 Foundations..................................................................................................................................... 3 Deflection, Twist, and Sway............................................................................................................... 3 StandardConditions......................................................................................................................... 4 Calculations......................................................................................................................... Attached ATC Tower Services, Inc. - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com 'A Eng. Number 59402721 August 8, 2014 AMERICAN TOWER° Page 1 C O R P O R A T I O N Introduction The purpose of this report is to summarize results of a structural analysis performed on the 150 ft monopole to reflect the change in loading by Verizon Wireless. Supporting Documents Tower Drawings Valmont Drawing #DC1033Z, dated September 3, 1992 Foundation Drawing Leedco Job #1973, dated September 4, 1992 Geotechnical Report Western Planning Permit #92-3261, dated December 9, 1992 Modifications ATC Job #73121076, dated January 12, 2005 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: 85 mph (3 -Second Gust, Vasd) / 110 mph (3 -Second Gust, Vult) Basic Wind Speed w/ Ice: No Ice Considered Code: ANSI/TIA-222-G / 2012 IBC / 2013 California Building Code Structure Class: II Exposure Category: C Topographic Category: 1 Spectral Response: Ss = 0.59, S1= 0.27 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, Inc. - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com i AA AMERICAN TOWER° [ O 'R P O R A T 1 O N Existing and Reserved Equipment Eng. Number 59402721 August 8, 2014 Page 2 Elevation' (ft) City Antenna Mount Type Lines Carrier Mount RAD Qty Antenna Mount Type Lines Carrier Mount RAD 1 Raycap RxxDC-3315-PF-48 3 Ericsson RRUS12 Band 4 (AWS) 3 Commscope SBNHH-1D65B 150.0 150.0 3 Antel LPA-80080/6CF Platform w/ Handrails (6)15/8" Coax Verizon 120.0 120.0 1 Andrew UHX8-59 Pipe (1) EW63 6 Kathrein 86010147 6 Kathrein 86010025 3 Ericsson KRY 112 89/4 (2)1" Conduit 6 Ericsson KRY 112 71/2 (24)15/8" Coax 1 Raycap DC6-48-60-18-8F (2) 0.39" Fiber Trunk 110.0 110.0 T -Arms (1) 0.24" Cat 5 AT&T Mobility 3 Ericsson RRUS 11 (Band 12) (1) 0.78" 8 AWG 6 3 Ericsson RRUS 11 (Band 4) (1) Coax 6 Scala 742 264 / AP14/17- (1) 21//22" Conduit 880/1940/065D/ADT 3 Kathrein 80010764 Equipment to be Removed Elevation' (ft) City Antenna Mount Type Lines Carrier Mount RAD 150.0 150.0 3 Antel BXA-70063/6CF - (6)15/8" Coax (1)15/8" Fiber Verizon Proposed Equipment Elevation' (ft) City Antenna Mount Type Lines Carrier Mount RAD 150.0 150.0 3 Andrew E15R05P19 Platform w/ Handrails (6)15/8" Coax (1)15/8" Fiber Verizon 1 Raycap RxxDC-3315-PF-48 3 Ericsson RRUS12 Band 4 (AWS) 3 Commscope SBNHH-1D65B '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 inside the pole shaft. ATC Tower Services, Inc. - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com K w Foundations AMERICAN TOWERe C O R P O R A T I O N Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 83% Pass Shaft 97/ Pass Base Plate 1 46% Pass Reinforcement 1 100/ Pass Reaction Component R Analysis Reactions Moment (Kips -Ft) 2,393.1 Axial (Kips) 34.7 Shear (Kips) 25.3 Eng. Number 59402721 ' August 8, 2014 Page 3 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 and Sway* Antenna Elevation (ft) *Deflection and Sway was evaluated considering a design wind speed of 60 mph (3 -Second Gust) per ANSI/TIA-222-G ti ATC Tower Services, Inc. - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Deflection (ft ) Sway (Rotation) (°) 150.0 4.120 3.068 AMERICAN TOWER° C O R P O R A T I O N 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, Inc. 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 city 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, Inc. is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. ATC Tower Services, Inc. - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919.466-5414 Fax - www.americantower.com ©2007-2014byATCIPLLC. Allrightsreserved. 150'-0' 120'-0" 110'-0` 101'-0' 96-11` 53'-0` 48'=1" 4 5 5;1-1= 3116' Thick (65 KSI) 52'-lf 1/4" Thick 53'-0n 5/16` Thick (65 KSI) Pole : 82517 Code: ANSI/TIA-222 Rev G Description : 150' Valmont Monopole Exposed Client : Verizon Wireless Struct Class : II Location : Biggs CA, CA Accross Flats Shape : 12 Sides Exposure : C Height : 150.00 (ft) Topo : 1 Base Bev (ft): 0.00 53.000 Taper: 0.14997:(in/ft) 0.000 0.149973 65 Load Cases Sections Properties Attach Force Exposed Diameter (in) Bev (ft) Overlap Steel Shaft Length Accross Flats Thick Joint Length Taper Grade Section (tt) Top Bottom (in) Type (in) (In/ft) (ksi) 1 53.000 29.05 37.00 0.313 0.000 0.149973 65 2 52.917 22.35 30.28 0.250 Slip Joint 59.000 0.149973 65 3 53.083 15.38 23.34 0.188 Slip Joint 49.000 0.149973 65 Load Cases Discrete Appurtenance Attach Force Exposed From Bev (ft) Bev (ft) Qty Description 150.000 150.000 3 Commscope SBNHH-1D65B 150.000 150.000 3 Ericsson RRUS12 Band 4 (AWS) 150.000 150.000 1 Raycap RxxDC-3315-PF-48 150.000 150.000 3 Andrew E15ROSPI9 150.000 150.000 3 Antel LPA-8008016CF 150.000 150.000 1 Flat Platform w/ Handralls 120.000 120.000 1 Andrew UHX8-59 110.000 110.000 3 Kathrein 800 10764 110.000 110.000 3 Ericsson RRUS 11 (Band 4) 110.000 110.000 3 Ericsson RRUS 11 (Band 12) 110.000 110.000 1 Raycap DC6-48-60-18-8F 110.000 110.000 6 Kathrein 86010147 110.000 110.000 6 Ericsson KRY 112 71/2 110.000 110.000 6 Kathrein 860 10025 110.000 110.000 6 Scala 742-264 110.000 110.000 3 Ericsson KRY 112 89/4 110.000 110.000 3 Round T -Arm Load Cases Linear Appurtenance Bev (ft) 0.913+ 1.6W Exposed From To Description To Wind 5.000 82.333 #18 DYWIDAG Yes 5.000 110.0 0.24" Cat 5 No 5.000 110.0 0.39" Fiber Trunk No 5.000 110.0 0.78" 8 AWG 6 No 5.000 110.0 1 5/8" Coax No 5.000 110.0 1 5/8" Coax Yes 5.000 110.0 1" Conduit Yes 5.000 110.0 1/4" Coax No 5.000 110.0 2 1/2" Conduit Yes 5.000 120.0 BN63 Yes 5.000 150.0 1 5/8" Coax No 5.000 150.0 1 5/8" Fiber No Load Cases 1.213+ 1.6W 85.00 mph with No Ice 0.913+ 1.6W 85.00 mph with No Ice (Reduced DL) 1.213+ 1.0131 + 1.0Wi 30.00 mph with 0.00 in Radial Ice 1.213+ 1.0E Dead Load with Seismic 3/16` Thick 49' 52'-11' 150 1/4' Thck (65 KSI) 59' 5/16' Th ck (65 KSI) -0' I0.913+1.0E Dead Load with Seismic (Reduced DL) 1.OD+1.OW 60.00 mph Serviceability I Dish Deflections Attach Deflection Rotation Load Case Bev (ft) (in) (deg) 1.013 + 1.OW 120.00 31.026 2.688 Reactions Moment Shear Axial Load Case (kip -ft) (kip) (kip) 1.213 + 1.6W 2393.06 25.28 34.64 0.913 + 1.6W 2360.41 25.26 27.03 1.213 + 1.013i + 1.OWi 195.22 2.06 34.09 1.213 + 1.0E 345.22 2.73 34.71 0.913+ 1.0E 339.25 2.73 27.10 1.013+ 1.OW 752.56 8.04 29.63 Dish Deflections Attach Deflection Rotation Load Case Bev (ft) (in) (deg) 1.013 + 1.OW 120.00 31.026 2.688 150.QQO 1'45.000 1.00 -- 1 1'4Q:QQQ------------r - r - - r- -r -� ----------- - 135.QOa--------- ----�= - - 125:aoo ------ ---= - - - --- - 120:aa0 ---------------- ; ------ lila0aa---------------------i------- --- -------- 105:000----------------------------------- ------- ------- I DD.ODD ---- 1a0:Oaa --------------------------- ------- ------- c -- 95.000--- i------ ------- -- - - 9a.aaa i- -r - - - 85.000 �---=--- ------ ------------- -----= --- , 75.00Q -------- - -- - TQ 000 ------•------- ----- "-------•- , 65.Oa0------- i ------- -L ---- '------- ---' = --- --� -'- - 55:aaa '---------- --------------------- ; - 5o:a0o------- ......... ;-------- -L----- ; 45.aa0 ; ------ - ------?------- --- -- ,-- ----------- - ----- - 40.000 '- --------- ----- - -------------- --- -------------- ----- - 35:000: --------------------------- ------ ----- ------ ------ 3D ODD -----3Q:OOQ - - - - ;------- ---'- ----------- - - - -- - 25:Q00 '-------: ---------- -- 11--- 20: ODD --20Oa0---- --- -- - - - - -- - - -- - - - --� - 15.oaa-------i------- -------J ------ 1----- - 1Q:aaQ , 5.000 -------------- - a:OQQ •------- ,--------L------ ------- -L ------ == 1----- - 0.02 0.12 0.22 , 0.32 0.42 0.52 0.62 ' 0.72 0.82 0.92 _1.00, Interaction Pole : 82517 Code: ANSVTIA-222 Rev G Y Location : Biggs, CA, CA Struct Class : II 8/8/2014 9:01:36 AM Height: 150.0 (ft) Exposure Category: C Page: 1 ` Base Dia: 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape: 12 Sides X Taper: 0.149973 (in/ft) ©2007-2014byATC/PLLC. AUrights reserved Shaft Section Properties Bev To (n) Description Exposed Width (in) Bottom 5.00 150.00 Top 0.00 Distance Vert Bev Slip 0.00 .. Weight EPAa Orientation Weight EPAa Orientation From Face Ecc (ft) Description Sect Length Thick Fy Joint Joint Weight Dia Bev Area Ix Wit D/t Dia Bev Area Ix W/t D/t Taper Info (ft) (in) (ksi) Type Len (in) (Ib) (in) (ft) i (sgin) (In"4) Ratio Ratio (in) (ft) (sgin) (in "4) Ratio Ratio (in/ft) 1-12 53.000 0.3130 65 0.00 5,946 37.00 0.00 36.98 6352.2 29.53 118.21 29.05 53.00 28.96 3053.3 22.73 92.82 0.149973 2-12 52.917 0.2500 65 Slip 59.00 3,779 30.28 48.08 24.18 2785.0 30.32 121.15 22.35 101.00 17.79 1109.5 21.81 89.41 0.149973 3-12 53.083 0.1880 65 Slip 49.00 2,096 23.34 96.92 14.02 959.0 31.12 124.15 15.38 150.00 9.20 270.9 19.78 81.81 0.149973 Raycap RxxDC-3315-PF-48 Shaft Weight 11,821 2.510 0.67 18.70 2.512 0.67 0.000 0.000 120.00 Andrew UHX8-59 1 Discrete Appurtenance Properties Attach Bev To (n) Description Exposed Width (in) I No Ice 5.00 150.00 Ice 0.00 Distance Vert Bev (1)1 5/8" Fiber 0.00 .. Weight EPAa Orientation Weight EPAa Orientation From Face Ecc (ft) Description Qty (lb) (sf) Factor (lb) (sf) Factor (ft) (ft) 150.00 Andrew El5R05P19 3 22.00 0.910 0.50 22.00 0.911 0.50 0.000 0.000 150.00 Antel LPA-80080/6CF 3 24.00 8.630 0.75 24.00 8.631 0.75 0.000 0.000 150.00 Commscope SBNHH-1 D65B • 3 50.30 8.080 0.83 50.30 8.176 0.83 0.000 0.000 150.00 Ericsson RRUS12 Band 4 3 57.30 3.150 0.67 57.30 3.150 0.67 0.000 0.000 150.00 Flat Platform w/ Handrails 1 2000.00 42.400 1.00 2,000.00 42.400 1.00 0.000 0.000 150.00 Raycap RxxDC-3315-PF-48 .1 18.70 2.510 0.67 18.70 2.512 0.67 0.000 0.000 120.00 Andrew UHX8-59 1 500.00 78.050 1.00 500.00 78.050 1.00 0.000 0.000 110.00 Ericsson KRY 112 71/2 6 13.20 0.680 0.50 13.20 0.590 0.50 0.000 0.000 110.00 Ericsson KRY 112 89/4 3 13.20 0.650 0.50 13.20 0.590 0.50 0.000 0.000 110.00 Ericsson RRUS 11 (Band 12) 3 50.00 2.570 0.67 50.00 2.566 0.67 0.000 0.000 110.00 Ericsson RRUS 11 (Band 4) 3 50.00 2.570 0.67 50.00 2.566 0.67 0.000 0.000 110.00 Kathrein 80010764 3 40.80 5.870 0.77 40.80 5.866 0.77 0.000 0.000 110.00 Kathrein 86010025 6 1.00 0.160 0.50 1.00 0.120 0.50 0.000 0.000 110.00 Kathrein 86010147 6 1.10 0.150 0.50' 1.10 0.137 0.50 0.000 0.000 110.00 Raycap DC6-48-60-18-8F 1 32.80 1.280 1.00 32.80 2.200 1.00 0.000 0.000 110.00 Round T -Arm 3 250.00 9.700 0.67 250.00 9.700 0.67 0.000 0.000 110.00 Scala 742-264 6 36.40 4.860 0.80 36.40 4.867 0.80 0.000 0.000 Totals 55 4534.50 4,534.50 Number of Loadings: 17 Linear Appurtenance Properties Bev From (ft) Bev To (n) Description Exposed Width (in) Exposed To Wind 5.00 150.00 (12)1 5/8" Coax 0.00 N 5.00 150.00 (1)1 5/8" Fiber 0.00 .. N 5.00 120.00 (1) EW63 2.01 Y 5.00 110.00 (1) 0.24" Cat 5 0.00 N 5.00 110.00 (2) 0.39" Fiber Trunk 0.00 N 5.00 110.00 (1) 0.78" 8 AWG 6 0.00 N 5.00 110.00 (18)1,5/8" Coax 0.00 N 5.00 110.00 (6)15/8" Coax 5.94 Y 5.00 110.00 (2)1" Conduit • 0.00 Y 5.00 110.00 (1)1/4" Coax 0.00 N 5.00 110.00 (1) 21 /2_" Conduit 0.00 Y 5.00 82.33 (4) #18 DYWIDAG 2.25 Y Pole : 82517 Code: ANSUTIA-222 Rev G Y Location : Biggs CA, CA Struct Class : 11 8/8/2014 9:01:36 AM Height: 150.0 (ft) Exposure Category: C Page: 2 Base Dia : 37:00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape : 12 Sides X x Taper: 0.149973 (intt) ©2007-2014byATCIPLLC. Alinghtsreserved. Additional Steel Bev Bev — Intermediate Connections — From To Fy Offset Spacing Len (ft) (ft) Qty Description (ksi) (in). Description (in) (in) Connectors Continuation? 0.00 78.00 4 SOL #18 All Thread 75 2.19 6" Angle Bracket 30.0 3.50 5/8" A36 U -Bolt No r. No 0.00 0.3130 37.000 36.975 Pole : 82517 Code: ANSUTIA-222 Rev G Y Location : Biggs CA, CA Struct Class : II 8/8/2014 9:01:36 AM Height : 150.0 (ft) Exposure Category: C Page: 3 Base Dia : 37.00 (in) Topographic Category: 1 318.2 Top Dia : 15.38 , (in) Base Bev: 0.000 (ft) 272.0 Shape : 12 Sides 0.3130 35.500 X Taper: 0.149973 (in/ft) 02007-2014byATC/PLLC. Alrights reserved . 113.42 73.9 Segment PropertieS (Max Len 5ft) 16.00 3,585 Seg Top Flat Additional Reinforcing Bev Thick Dia Area Ix W/t Dtt Fy S Weigh Area Ix Weight (ft) Description (in) (in) (in -2) (in "4) Ratio Ratio (ksi) (in3) (lb) (in^2) (in ^4) Ib 0.00 0.3130 37.000 36.975 6,352.2 29.53 118.21 72.5 331.7 0.0 16.00 3,844 0.0 5.00 0.3130 36.250 36.220 5,970.6 28.89 115.82 73.2 318.2 622.7 16.00 '3,713 272.0 10.00 0.3130 35.500 35.464 5,604.6 28.25 113.42 73.9 305.0 609.8 16.00 3,585 272.0 15.00 0.3130 34.750 34.708 5,253.8 27.61 111.02 74.6 292.1 596.9 16.00 3,460 272.0 20.00 0.3130 34.001 33.952 4,918.1 26.96 108.63 75.3 279.4 584.1 16.00 3,336 272.0 25.00 0.3130 33.251 33.197 4,596.9 26.32 106.23 76.0 267.1 571.2 16.00 3,215 272.0 30.00 0.3130 32.501 32.441 4,290.0 25.68 103.84 76.7 255.0 558.4 16.00 3,096 272.0 35.00 0.3130 31.751 31.685 3,997.1 25.04 101.44 77.4 243.2. 545.5 16.00 2,979 272.0 40.00 0.3130 31.001 30.929 -3,717.9 24.40 99.04 78.1 231.7 532.7 16.00 2,864 272.0 45.00 0.3130 30.251 30.174 3,451.9 23.75 96.65 78.8 220.4 519.8 16.00 2,752 272.0 48.08 Bot - Section 2 0.3130 29.789 29.707 3,294.4 23.36 95.17 79.2 213.7 314.1 16.00 2,684 167.7 50.00 0.3130 29.501 29.418 3,199.0 23.11 94.25 79.5 209.5 349.8 16.00 2,715 104.3 53.00 Top - Section 1 0.2500 29.551 23.588 2,584.9 29.53 118.21 72.5 169.0 540.6 16.00 2,649 163.2 55.00 0.2500 29.251 23.346 2,506.3 29.21 117.01 72.9 165.5 159.7 16.00 2,606 108.8 60.00 0.2500 28.502 22.743 2,316.9 28.40 114.01 73.7 157.0 392.1 16.00 2,499 272.0 65.00 0.2500 27.752 22.139 2,137.3 27.60 111.01 74.6 148.8 381.8 16.00 2,394 272.0 70.00 0.2500 27.002 21.535 1,967.2 26.80 108.01 75.5 140.7 371.5 16.00 2,291 272.0 75.00 0.2500 26.252 20.932 1,806.3 25.99 105.01 76.4 132.9 361.3 16.00 2,191 272.0 78.00 Reinf. Top 0.2500 25.802 20.569 1,714.2 25.51 103.21 76.9 128.3 211.8 16.00 2,132 163.2 80.00 0.2500 25.502 20.328 1,654.5 25.19 102.01 77.2 125.3 139.2 85.00 0.2500 24.752 19.724 1,511.5 24.39 99.01 78.1 118.0 340.7 90.00 0.2500 24.002 19.121 1,376.9 23.58 96.01 79.0 110.8 330.5 95.00 0.2500 23.253 18.517 1,250.6 22.78 93.01 79.9 103.9 320.2 96.92 Bot - Section 3 0.2500 22.965 18.286 1,204.3 22.47 91.86 80.2 101.3 120.0 100.0 0.2500 22.503 17.913 1,132.2 21.97 90.01 80.7 97.2 335.5 101.0 Top - Section 2 0.1880 22.729 13.645 884.9 30.25 120.90 71.7 75.2 107.3 105.0 0.1880 22.129 13.282 816.1 29.40 117.71 72.7 71.2 183.3 110.0 0.1880 21.379 12.828 735.3 28.33 113.72 73.8 66.4 222.1 115.0 0.1880 20.629 12.374 659.9 27.26 109.73 75.0 61.8 214.4 120.0 0.1880 19.879 11.920 590.0 26.19 105.74 76.2 57.3 206.7 125.0 0.1880 19.129 11.466 525.1 25.12 101.75 77.3 53.0 198.9 130.0 0.1880 18.379 11.012 465.2 24.05 97.76 78.5 48.9 191.2 135.0 0.1880 17.630 10.558 410.0 22.98 93.77 79.6 44.9 183.5 140.0 0.1880 16.880 10.104 359.3 21.91 89.79 80.8 41.1 175.8 145.0 0.1880 16.130 9.651 313.1 20.85 85.80 81.9 37.5 168.1 150.0 0.1880 15.380 9.197 270.9 19.78 81.81 81.9 34.0 160.3 11,821.5 4,243.2 Pole : 82517 Code: ANSI/TIA-222 Rev G Y Location: Biggs CA, CA Struct Class : II 8/8/2014 9:01:36 AM Height: 150.0 (ft) Exposure Category: C Page: 4 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape : 12 Sides X Taper: 0.149973 (intft) 02007-2014byATCIPLLC. AHrightsreserved. Load Case: 1.213+ 1.6W 85.00 mph with No Ice 28 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev qz gzGh C Thick Tributary Ap EPAs Force X Load Ice Loaa (ft) Description Kzt Kz (psf) (psf) (mph -ft) Of (in) (ft) (sf) (sf) (IG) (lb) (lb) 0.00 1.00 0.8514.936 16.42 250.151.000 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.8514.936 16.42 245.081.000 0.000 5.00 15.799 15.80 415.3' 0.0 1,019.2 10.00 1.00 0.8514.936 16.42 240.01 1.200 * 0.000 5.00 15.475 18.57 488.2 0.0 1,003.8 15.00 1.00 0.8514.936 16.42 234.941.200 * 0.000 5.00 15.152 18.18 477.9 0.0 988.3 20.00 1.00 0.9015.847 17.43 236.781.200 * 0.000 5.00 14.828 17.79 496.3 0.0 972.9 25.00 1.00 0.9416.609 18.27 237.061.200 * 0.000 5.00 14.505 17.41 508.8 0.0 957.5 30.00 1.00 0.9817.259 18.98 236.21 1.200 * 0.000 5.00 14.181 17.02 516.9 0.0 942.0 35.00 1.00 1.01 17.829 19.61 234.531.200 * 0.000 5.00 13.858 16.63 521.8 0.0 926.6 40.00 1.00 1.0418.337 20.17 232.231.200 * 0.000 5.00 13.535 16.24 524.2 0.0 911.2 45.00 1.00 1.0718.797 20.67 229.441.200 * 0.000 5.00 13.211 15.85 524.5 0.0 895.8 48.08 Bot - Section 2 1.00 1.0819.061 20.96 227.521.200 * 0.000 3.08 7.986 9.58 321.5 0.0 544.7 50.00 1.00 1.0919.219 21.14 226.251.200 * 0.000 1.92 4.985 5.98 202.3 0.0 524.0 53.00 Top - Section 1 1.00 1.1019.456 21.40 224.171.200 * 0.000 3.00 7.707 9.25 316.7 0.0 812.0 55.00 1.00 1.11 19.608 21.56 226.601.200 * 0.000 2.00 5.073 6.09 210.1 0.0 300.4 60.00 1.00 1.13 19.971 21.96 222.821.200 * 0.000 5.00 12.456 14.95 525.4 0.0 742.5 65.00 1.00 1.15 20.310 22.34 218.791.200 * 0.000 5.00 12.133 14.56 520.4 0.0 730.2 70.00 1.00 1.17 20.630 22.69 214.551.200 * 0.000 5.00 11.809 14.17 514.5 0.0 717.8 75.00 1.00 1.19 20.932 23.02 210.11 1.200 * 0.000 5.00 11.486 13.78 507.8 0.0 705.5 78.00 Reinf. Top 1.00 1.20 21.105 23.21 207.361.200 * 0.000 3.00 6.736 8.08 300.3 0.0 417.4 80.00 1.00 1.20 21.218 23.34 205.501.200 * 0.000 2.00 4.426 5.31 198.3 0.0 167.0 85.00 1.00 1.22 21.490 23.63 200.731.200 * 0.000 5.00 10.839 13.01 492.0 0.0 408.9 90.00 1.00 1.23 21.751 23.92 195.83 1.200 * 0.000 5.00 10.516 12.62 483.1 0.0 396.5 95.00 1.00 1.25 22.000 24.20 190.79 1.200 * 0.000 5.00 10.192 12.23 473.6 0.0 384.2 96.92 Bot -Section 3 1.00 1.25 22.092 24.30 188.83 1.200 * 0.000 1.92 3.821 4.59 178.3 0.0 144.0 100.0 1.00 1.26 22.238 24.46 185.641.200 * 0.000 3.08 6.148 7.38 288.7 0.0 402.6 101.0 Top - Section 2 1.00 1.26 22.285 24.51 184.591.200 * 0.000 1.00 1.967 2.36 92.6 0.0 128.8 105.0 1.00 1.27 22.468 24.71 183.491.200 * 0.000 4.00 7.740 9.29 367.3 0.0 219.9 110.0 Appertunance(s) 1.00 1.29 22.689 24.95 178.151.200 * 0.000 5.00 9.384 11.26 449.7 0.0 266.5 115.0 1.00 1.30 22.902 25.19 172.701.000 0.000 5.00 9.060 9.06 365.2 0.0 257.3 120.0 Appertunance(s) 1.00 1.31 23.109 25.41 167.17 1.000 0.000 5.00 8.737 8.74 355.3 0.0 248.0 125.0 1.00 1.32 23.308 25.63 161.561.000 0.000 5.00 8.413 8.41 345.1 0.0 238.7 130.0 1.00 1.33 23.501 25.85 155.871.000 0.000 5.00 8.090 8.09 334.6 0.0 229.5 135.0. 1.00 1.34 23.689 26.05 150.101.000 0.000 5.00 7.767 7.77 323.8 0.0 220.2 140.0 1.00 1.35 23.871 26.25 144.271.000 0.000 5.00 7.443 7.44 312.7 0.0 210.9 145.0 1.00 1.36 24.048 26.45 138.371.000 0.000 5.00 7.120 7.12 301.3 0.0 201.7 150.0 Appertunance(s) 1.00 1.37 24.220 26.64 132.41 1.000 0.000 5.00 6.796 6.80 289.7 0.0 192.4 * = Cf Adjusted By Linear Load Ra Effect Totals: 150.00 13,544.2 0.0 18,428.9 Pole : 82517 Code: ANSI/TIA-222 Rev G Y Location : Biggs CA, CA Struct Class : II 8/8/2014 9:01:36 AM Height: 150.0 (ft) Exposure Category: C Page:. 5 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 '(in) Base Elev : 0.000 (ft) Shape: 12 Sides X Taper: 0.149973 (in/ft) 02007-2014byATCIPLLC. AOrights reserved Load Case: 1.21)+ 1.6W 85.00 mph with No Ice 28 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead ®ev qz gzGh Orientation EPAa Ecc Ecc FX Y z Loaa _(ft) Description Qty (psf) (psf) Factor Ka (sf) (ft) (ft) (lb) (Ib -ft) (Ib -ft) (lb) 110.0 Round T -Arm 3 22.689 24.958 0.67 0.75 14.62 0.000 0.000 583.92 0.00 0.00 900.00 110.0 Ericsson KRY 112 89/ 3 22.689 24.958 0.50 0.80 0.78 0.000 0.000 31.15 0.00 0.00 47.52 " 110.0 Scala 742-264 - 6 22.689 24.958 0.80 0.80 18.66 0.000 0.000 745.24 0.00 0.00 262.08 110.0 Kathrein 86010025 6 22.689 24.958 0.50 0.80 0.38 0.000 0.000 15.33 0.00 0.00 7.20 110.0 Ericsson KRY112 71/ 6 22.689 24.958 0.50 0.80 1.63 0.000 0.000 65.17 0.00 0.00 95.04 110.0 Kathrein 86010147 6 22.689 24.958 0.50 0.80 0.36 0.000 0.000 14.38 0.00 0.00 7.92 110.0 Raycap DCS -48-60-18- 1 22.689 24.958 1.00 0.80 1.02 0.000 0.000 40.89 0.00 0.00 39.36 110.0 Ericsson RRUS 11 (Ba 3 22.689 24.958 0.67 0.80 4.13 0.000 0.000 165.03 0.00 0.00 180.00 110.0 Ericsson RRUS 11 (Ba 3 22.689 24.958 0.67 0.80 4.13 0.000 0.000 165.03 0.00 0.00 180.00 110.0 Kathrein 80010764 3 22.689 24.958 0.77 0.80 10.85 0.000 0.000 433.18 0.00 0.00 146.88 120.0 Andrew UHX8-59 1 23.109 25.419 1.00 1.00 78.05 0.000 0.000 3,174.39 0.00 0.00 600.00 150.0 Andrew ElSR051219 3 24.220 26.642 0.50 0.75 1.02 0.000 0.000 43.64 0.00 0.00 79.20 150.0 Raycap RxxDC-3315- 1 24.220 26.642 0.67 0.75 1.26 0.000 0.000 53.76 0.00 0.00 22.44 150.0 Ericsson RRUS12 3 24.220 26.642 0.67 0.75 4.75 0.000 0.000 202.42 0.00 0.00 206.28 150.0 Commscope SBNHH- 3 24.220 26.642 0.83 0.75 15.09 "0.000 0.000 643.22 0.00 0.00 181.08 150.0 Rat Platform w/ Han 1 24.220 26.642 1.00 1.00 42.40 0.000 0.000 1,807.40 0.00 0.00 2,400.00 150.0 Antel LPA-80080/6CF 3 24.220 26.642 0.75 0.75 14.56 0.000 0.000 620.79 0.00 0.00 86.40 8,804.94 5,441.40 Pole : 82517 Code: ANSUTIA-222 Rev G Location: Biggs CA, CA Struct Class : II Y 8/8/2014 9:01:36 AM Height: 150.0 (ft) Exposure Category: C Page: 6 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape: 12 Sides X Taper: 0.149973 (in/ft) ©2007-2014byATCIPLLC. Athights reserved. Load Case: 1.213 + 1.6W 85.00 mph with No Ice 28 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Linear Appurtenance Segment Forces (Factored) Seg Top Exposed Cf Dead Elev Exposed Length Width Area CaAa qz Adjust FX Load (ft) Description To Wind (ft) Ca (in) (sgft) (sgft) (psf) Ra Factor (lb) (lb) 10.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 14.936 0.275 0.000 26.42 3.06 10.00 (6)1 5/8" Coax Yes 5.00 0.990 5.94 2.47 2.45 14.936 0.275 0.000 64.40 29.52 10.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 14.936 0.275 0.000 0.00 20.16 10.00 (1) 2 1/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 14.936 0.275 0.000 0.00 34.74 10.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 14.936 0.275 0.000 29.57 326.40 15.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 14.936 0.280 0.000 26.42 3.06 15.00 (6)1 5/8" Coax Yes 5.00 0.990 5.94 2.47 2.45 14.936 0.280 0.000 64.40 29.52 15.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 14.936 0.280 0.000 0.00 20.16 15.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 14.936 0.280 0.000 0.00 34.74 15.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 14.936 0.280 0.000 29.57 326.40 20.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 15.847 0.287 0.000 28.03 3.06 20.00 (6)1 518" Coax Yes 5.00 0.961 5.94 2.47 2.38 15.847 0.287 0.000 66.34 29.52 20.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 15.847 0.287 0.000 0.00 20.16 20.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 15.847 0.287 0.000 0.00 34.74 20.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 15.847 0.287 0.000 31.38 326.40 25.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 16.609 0.293 0.000 29.38 3.06 25.00 (6)1 5/8" Coax Yes 5.00 0.939 5.94 2.47 2.32 16.609 0.293 0.000 67.92 29.52 25.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 16.609 0.293 0.000 0.00 20.16 25.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 16.609 0.293 0.000 0.00 34.74 25.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 16.609 0.293 0.000 32.89 326.40 30.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 17.259 0.300 0.000 30.53 3.06 30.00 (6)1 5/8" Coax Yes 5.00 0.921 5.94 2.47 2.28 17.259 0.300 0.000 69.23 29.52 30.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 17.259 0.300 0.000 0.00 20.16 30.00 (1) 21 /2" Conduit Yes, 5.00 0.000 0.00 0.00 0.00 17.259 0.300 0.000 0.00 34.74 30.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 17.259 0.300 0.000 34.17 326.40 35.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 17.829 0.307 0.000 31.54 3.06 35.00 (6)1 5/8" Coax Yes 5.00 0.906 5.94 2.47 2.24 17.829 0.307 0.000 70.36 29.52 35.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 17.829 0.307 0.000 0.00 20.16 35.00 (1) 2 1/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 17.829 0.307 0.000 0.00 34.74 35.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 17.829 0.307 0.000 35.30 326.40 40.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 18.337 0.314 0.000 32.43 3.06 40.00 (6)1 5/8" Coax Yes 5.00 0.893 5.94 2.47 2.21 18.337 0.314 0.000 71.36 29.52 40.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 18.337 0.314 0.000 0.00 20.16 40.00 (1) 21 /2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 18.337 0.314 0.000 0.00 34.74 40.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 18.337 0.314 0.000 36.31 326.40 45.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 18.797 0.322 0.000 33.25 3.06 45.00 (6)1 5/8" Coax Yes 5.00 0.882 5.94 2.47 2.18 18.797 0.322 0.000 72.25 29.52 45.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 18.797 0.322 0.000 0.00 20.16 45.00 (1) 2 1/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 18.797 0.322 0.000 0.00 34.74 45.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 18.797 0.322 0.000 37.22 326.40 48.08 (1) EW63 Yes 3.08 1.200 2.01 0.52 0.62 19.061 0.328 0.000 20.79 1.89 48.08 (6)1 5/8" Coax Yes 3.08 0.876 5.94 1.53 1.34 19.061 0.328 0.000 44.87 18.20 48.08 (2)1" Conduit Yes 3.08 0.000 0.00 0.00 0.00 19.061 0.328 0.000 0.00 12.43 48.08 (1) 2 1/2" Conduit Yes 3.08 0.000 0.00 0.00 0.00 19.061 0.328 0.000 0.00 21.42 48.08 (4) #18 DYWIDAG Yes 3.08 1.200 2.25 0.58 0.69 19.061 0.328 0.000 23.27 201.28 50.00 (1) EW63 Yes 1:92 1.200 2.01 0.32 0.39 19.219 0.332 0.000 13.03 1.17 50.00 (6)1 5/8" Coax Yes 1.92 0.873 5.94 0.95 0.83 19.219 0.332 0.000 28.01 11.32 50.00 (2)1" Conduit Yes 1.92 0.000 0.00 0.00 0.00 19.219 0.332 0.000 0.00 7.73 50.00 (1) 21/2" Conduit Yes 1.92 0.000 0.00 0.00 0.00 19.219 0.332 0.000 0.00 13.32 50.00 (4) #18 DYWIDAG Yes 1.92 1.200 2.25 0.36 0.43 19.219 0.332 0.000 14.59 125.12 53.00 (1) EW63 Yes 3.00 1.200 2.01 0.50 0.60 19.456 0.337 0.000. 20.65 1.84 Pole : 82517 Code: ANSVTIA-222 Rev G Y Location : Biggs CA, CA Struct Class : II 8/8/2014 9:01:37 AM Height : 150.0 (ft) Exposure Category: C Page: 7 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape : 12 Sides X Taper: 0.149973 (in/ft) ©2007-2014byATCIPLLC. AOrightsreserved. Load Case: 1.213+ 1.6W 85.00 mph with No Ice 28 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 53.00 (6) 1 5/8" Coax Yes 3.00 0.867 5.94 1.49 1.29 19.456 0.337 0.000 44.10 17.71 53.00 (2)1" Conduit Yes 3.00 0.000 0.00 0.00 0.00 19.456 0.337 0.000 0.00 12.10 53.00 (1) 2 1/2" Conduit Yes 3.00 0.000 0.00 0.00 0.00 19.456 0.337 0.000 0.00 20.84 53.00 (4) #18 DYWIDAG Yes 3.00 1.200 2.25 0.56 0.68 19.456 0.337 0.000 23.11 195.84 55.00 (1) EW63 Yes 2.00 1.200 2.01 0.34 0.40 19.608 0.335 0.000 13.87 1.22 55.00 (6)1 5/8" Coax Yes 2.00 0.864 5.94 0.99 0.86 19.608 0.335 0.000 29.52 11.81 55.00 (2)1" Conduit Yes 2.00 0.000 0.00 0.00 0.00 19.608 0.335 0.000 0.00 8.06 55.00 (1) 21/2" Conduit Yes 2.00 0.000 0.00 0.00 0.00 19.608 0.335 0.000 0.00 13.90 55.00 (4) #18 DYWIDAG Yes 2.00 1.200 2.25 0.38 0.45 19.608 0.335 0.000 15.53 130.56 60.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 19.971 0.341 0.000 35.32 3.06 60.00 (6)1 5/8" Coax Yes 5.00 0.856 5.94 2.47 2.12 19.971 0.341 0.000 74.47 29.52 60.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 19.971 0.341 0.000 0.00 20.16 60.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 19.971 0.341 0.000 0.00 34.74 60.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 19.971 0.341 0.000 39.54 326.40 65.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 20.310 0.350 0.000 35.92 3.06 65.00 (6)1 5/8" Coax Yes 5.00 0.849 5.94 2.47 2.10 20.310 0.350 0.000 75.10 29.52 65.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 20.310 0.350 0.000 0.00 20.16 65.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 20.310 0.350 0.000 0.00 34.74 65.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 20.310 0.350 0.000 40.21 326.40 70.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 20.630 0.360 0.000 36.49 3.06 70.00 (6)1 5/8" Coax Yes 5.00 0.842 5.94 2.47 2.08 20.630 0.360 0.000 75.69 29.52 70.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 20.630 0.360 0.000 0.00 2016, 70.00 (1) 2 1/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 20.630 0.360 0.000 0.00 34.74 70.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 20.630 0.360 0.000 40.85 326.40 75.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 20.932 0.370 0.000 37.02 3.06 75.00 (6)1 5/8" Coax Yes 5.00 0.836 5.94 2.47 2.07 20.932 0.370 0.000 76.24 29.52 75.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 20.932 0.370 0.000 0.00 20.16 75.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 20.932 0.370 0.000 0.00 34.74 75.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94. 1.13 20.932 0.370 0.000 41.44 326.40 78.00 (1) EW63 Yes 3.00 1.200 2.01 0.50 0.60 21.105 0.379 0.000 22.40 1.84 78.00 (6)1 5/8" Coax Yes 3.00 0.833 5.94 1.49 1.24 21.105 0.379 0.000 45.93 17.71 78.00 (2)1" Conduit Yes 3.00 0.000 0.00 0.00 0.00 21.105 0.379 0.000 0.00 12.10 78.00 (1) 21/2" Conduit Yes 3.00 0.000 0.00 0.00 0.00 21.105 0.379 0.000 0.00 20.84 78.00 (4) #18 DYWIDAG Yes 3.00 1.200 2.25 0.56 0.68 21.105 0.379 0.000 25.07 195.84 80.00 (1) EW63 Yes 2.00 1.200 2.01 0.34 0.40 21.218 0.384 0.000 15.01 1.22 80.00 (6)1 5/8" Coax Yes 2.00 0.831 5.94 0.99 0.82 21.218 0.384 0.000 30.70 11.81 80.00 (2)1" Conduit Yes 2.00 0.000 0.00 0.00 0.00 21.218 0.384 0.000 0.00 8.06 80.00 (1) 21/2" Conduit Yes 2.00 0.000 0.00 0.00 0.00 21.218 0.384 0.000 0.00 13.90 80.00 (4) #18 DYWIDAG Yes 2.00 1.200 2.25 0.38 0.45 21.218 0.384 0.000 16.80 130.56 85.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 21.490 0.346 0.000 38.01 3.06 85.00 (6)1 5/8" Coax Yes 5.00 0.825 5.94 2.47 2.04 21.490 0.346 0.000 77.25 29.52 85.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 21.490 0.346 0.000 0.00 20.16 85.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 21.490 0.346 0.000 0.00 34.74 85.00 (4) #18 DYWIDAG Yes 2.33 1.200 2.25 0.44 0.52 21.490 0.346 0.000 19.86 152.31 90.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 21.751 0.315 0.000 38.47 3.06 90.00 (6)1 5/8" Coax Yes 5.00 0.820 5.94 2.47 2.03 21.751 0.315 0.000 77.72 29.52 90.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 21.751 0.315 0.000 0.00 20.16 90.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 21.751 0.315 0.000 0.00 34.74 95.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 22.000 0.325 0.000 38.91 3.06 95.00 (6)1 5/8" Coax Yes 5.00 0.816 5.94 2.47 2.02 22.000 0.325 0.000 78.16 29.52 95.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 22.000 0.325 0.000 0.00 20.16 95.00 (1) 2 1/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 22.000 0.325 0.000 0.00 34.74 96.92 (1) EW63 Yes 1.92 1.200 2.01 0.32 0.39 22.092 0.332 0.000 14.98 1.17 96.92 (6)1 5/8" Coax Yes 1.92 0.814 5.94 0.95 0.77 22.092 0.332 0.000 30.02 11.32 96.92 (2)1" Conduit Yes 1.92 0.000 0.00 0.00 0.00 22.092 0.332 0.000 0.00 7.73 96.92 (1) 2 1/2" Conduit Yes 1.92 0.000 0.00 0.00 0.00 22.092 0.332 0.000 0.00 13.32 100.0 (1) EW63 Yes 3.08 1.200 2.01 0.52 0.62 22.238 0.338 0.000 24.26 1.89 Pole : 82517 Code: ANSI/TIA-222 Rev G Y Location : Biggs CA, CA Struct Class : II 8/8/2014 9:01:37 AM Height : 150.0 (ft) Exposure Category: C Page: 8 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape: 12 Sides X Taper: 0.149973 (in/ft) 02007-2014byATCtPLLC. A H rights reserved. 711 Load Case: 1.213+1.6W Gust Response Factor: 1.10 Dead Load Factor: 1.20 Wind Load Factor: 1.60 100.0 85.00 mph with No Ice Yes 3.08 0.811 5.94 28 Iterations Wind Importance Factor: 1.00 1.24 22.238 0.338 0.000 48.46 18 100.0 (2)1" Conduit Yes 3.08 0.000 0.00 0.00 0.00 22.238 0.338 0.000 0.00 12.43 100.0 (1) 21/2" Conduit Yes 3.08 0.000 0.00 • 0.00 0.00 22.238 0.338 0.000 0.00 21.42 101.0 (1) EW63 Yes 1.00 1.200 2.01 0.17 0.20 22.285 0.342. 0.000 7.88 0.61 101.0 (6)1 518" Coax Yes 1.00 0.810 5.94 0.49 0.40 22.285 0.342 0.000 15.73 5.90 101.0 (2)1" Conduit Yes 1.00 0.000 0.00 0.00 0.00 22.285 0.342 0.000 0.00 4.03 101.0 (1) 21 /2" Conduit Yes 1.00 0.000 0.00 0.00 0.00 22.285 0.342 0.000 0.00 6.95 105.0 (1) EW63 Yes 4.00 1.200 2.01 0.67 0.80 22.468 0.342 0.000 31.79 2.45 105.0 (6)1 5/8" Coax Yes 4.00 0.807 5.94 1.98 1.60 22.468 0.342 0.000 63.19 23.62 105.0 (2)1" Conduit Yes 4.00 0.000 0.00 0.00 0.00 22.468 0.342 0.000 0.00 16.13 105.0 (1) 21/2" Conduit Yes 4.00 0.000 0.00 0.00 0.00 22.468 0.342 0.000 0.00 27.79 110.0 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 22.689 0.353 0.000 40.13 3.06 110.0 (6)1 5/8" Coax Yes 5.00 0.803 5.94 2.47 1.99 22.689 0.353 0.000 79.38 29.52 110.0 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 22.689 0.353 0.000 0.00 20.16 110.0 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 22.689 0.353 0.000. 0.00 34.74 115.0 (1) EW63 Yes 5.00 0.000, 2.01 0.84 0.00 22.902 0.092 0.000 0.00 3.06 120.0 (1) EW63 Yes 5.00 0.000 2.01 0.84 0.00 23.109 0.096 0.000 0.00 3.06 Totals: 2,830.49 6,891.50 Pole : 82517 Code: ANSVTIA-222 Rev G Y Location: Biggs CA, CA Struct Class : II 8/8/2014 9:01:37 AM Height: 150.0 (ft) Exposure Category: C Page: 9 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape: 12 Sides X Taper: 0.149973 (inMt) ©2007-2014byATC/PLLC. AHtights reserved Load Case: 1.213+ 1.6W 85.00 mph with No Ice 28 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX (-) FY (-) MY MZ (ft) (lb) (lb) (Ib -ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 5.00 415.29 1,019.20 0.00 0.00 10.00 608.54 1,579.76 0.00 0.00 15.00 598.34 1,564.33 0.00 0.00 20.00 622.04 1,548.90 0.00 0.00 25.00 639.00 1,533.47 0.00 0.00 30.00 650.87 1,518.04 0.00 0.00 35.00 659.01 1,502.61 0.00 40.00 664.26 1,487.18 0.00 0.00 45.00 667.20 1,471.75 0.00 0.00 48.08 410.41 899.89 0.00 0.00 50.00 257.95 744.78 0.00 0.00 53.00 404.54 1,157.55 0.00 0.00 55.00 269.01 530.84 0.00 0.00 60.00 674.73 1,318.48 0.00 0.00 65.00 671.69 1,306.16 0.00 0.00 70.00 667.56 1,293.83 0.00 0.00 75.00 662.47 1,281.51 0.00 0.00 78.00 393.67 762.99 0.00 0.00 80.00 260.87 397.39 0.00 0.00 85.00 627.08 810.77 0.00 0.00 90.00 599.25 646.13 0.00 0.00 95.00 590.63 633.81 0.00 0.00 96.92 223.29 239.68 0.00 0.00 100.0 361.46 556.51 0.00 0.00 101.0 116.20 178.71 0.00 0.00 105.0 462.28 419.59 0.00 0.00 110.0 2,828.50 2,382.13 0.00 0.00 115.0 365.21 329.03 0.00 0.00 120.0 3,529.73 919.76 0.00 0.00 125.0 345.14 307.43 0.00 0.00 130.0 334.62 298.16 0.00 0.00 135.0 323.80 288.89 0.00 0.00 140.0 312.70 279.63 0.00 0.00 145.0 301.33 270.36 0.00 0.00 150.0 3,660.93 3,236.49 0.00 0.00 Totals: 25,179.64 34,715.75 0.00 0.00 Pole : 82517 Code: ANSVTIA-222 Rev G Y Location : Biggs CA, CA Struct Class : II 8/8/2014 9:01:37 AM Height: 150.0 (ft) Exposure Category: C Page: 10 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Bev : 0.000 (ft) Shape: 12 Sides X Taper: 0.149973 (in/Ft) 02007-2014byATC/PLLC. A U rights reserved. Load Case: 1.213+ 1.6W 85.00 mph with No Ice 28 Iterations Gust Response Factor : 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Calculated Forces Seg Pu Vu Bev FY (-) FX (-) (ft) (kips) (kips) Tu MY (ft -kips) Mu Mu MZ MX (ft -kips) (ft -kips) Resultant Moment (ft -kips) phi phi phi phi Pn Vn Tn Mn (kips) (kips) (ft -kips) (ft -kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -34.64 -25.28 0.00 -2,393.06 0.00 2,393.06 2,412.87 1,206.43 3,651.98 1,803.58 0.00 0.00 0.837 5.00 -33.48 -25.05 0.00 -2,266.66 0.00 2,266.66 2,386.37 1,193.19 3,537.43 1,747.01 0.17 -0.33 0.810 10.00 -31.77 -24.61 0.00 -2,141.40 0.00 2,141.40 2,358.93 1,179.46 3,423.15 1,690.57 0.69 -0.65 0.782 15.00 -30.08 -24.16 0.00 -2,018.36 0.00 2,018.36 2,330.53 1.165.26 3,309.23 1,634.31 1.54 -0.97 0.754 20.00 -28.41 -23.66 0.00 -1,897.57 0.00 1,897.57 2,301.17 1,150.59 3,195.76 1,578.27 2.73 -1.29 0.725 25.00 -26.77 -23.13 0.00 -1,779.26 0.00 1,779.26 2,270.87 1,135.43 3,082.83 1,522.49 4.25 -1.61 0.696 30.00 -25.15 -22.57 0.00 -1,663.60 0.00 1,663.60 2,239.61 1,119.81 2,970.53 1,467.03 6.10 -1.92 0.667 35.00 -23.55 -21.99 0.00 -1,550.73 0.00 1,550.73 2,207.40 1,103.70 2,858.94 1,411.92 8.28 -2.23 0.637 40.00 -21.98 -21.38 0.00 -1,440.80 0.00 1,440.80 2,174.24 1,087.12 2,748.16 1,357.21 10.78 -2.54 0.607 45.00 -20.46 -20.73 0.00 -1,333.92 0.00 1,333.92 2,140.12 1,070.06 2,638.27 1,302.94 13.60 -2.83 0.576 48.08 -19.53 -20.32 0.00 -1,270.01 0.00 1,270.01 2,118.61 1,069.31 2,571.00 1,269.72 15.49 -3.02 0.558 50.00 -18.75 -20.07 0.00 -1,231.06 0.00 1,231.06 2,105.06 1,052.53 2,529.37 1,249.16 16.72 -3.13 0.539 53.00 -17.56 -19.65 0.00 -1,170.84 0.00 1,170.84 1,539.27 769.64 1,860.74 918.95 18.75 -3.31 0.637 55.00 -16.98 -19.41 0.00 -1,131.55 0.00 1,131.55 1,530.88 765.44 1,831.50 904.51 20.16 -3.42 0.621 60.00 -15.61 -18.74 0.00 -1,034.50 0.00 1,034.50 1,509.24 754.62 1,758.52 868.47 23.90 -3.72 0.580 65.00 -14.26 -18.05 0.00 -940.83 0.00 940.83 1,486.65 743.32 1,685.82 832.56 27.95 -4.01 0.539 70.00 -12.94 -17.35 0.00 -850.58 0.00 850.58 1,463.10 731.55 1,613.47 796.83 32.31 -4.30 0.499 75.00 -11.65 -16.63 0.00 -763.83 0.00 763.83 1,438.60 719.30 1,541.57 761.33 36.95 -4.57 0.458 78.00 -10.88 -16.21 0.00 -713.92 0.00 713.92 1,423.45 711.72 1,498.69 740.15 39.86 -4.72 0.435 78.00 -10.88 -16.21 0.00 -713.92 0.00 713.92 1,423.45 711.72 1,498.69 740.15 39.86 -4.72 0.973 80.00 -10.42 -15.97 0.00 -681.51 0.00 681.51 1,413.15 706.58 1,470.22 726.08 41.86 -4.83 0.946 85.00 -9.52 -15.37 0.00 -601.65 0.00 601.65 1,386.75 693.37 1,399.48 691.15 47.21 -0.38 0.878 90.00 -8.80 -14.79 0.00 -524.82 0.00 524.82 1,359.39 679.70 1,329.47 656.57 53.12 -5.91 0.806 95.00 -8.15 -14.18 0.00 -450.88 0.00 450.88 1,331.09 665.54 1,260.26 622.39 59.56 -0.41 0.731 96.92 -7.88 -13.97 0.00 -423.70 0.00 423.70 1,319.98 659.99 1,233.96 609.41 62.17 -6.60 0.702 100.00 -7.32 -13.57 0.00 -380.64 0.00 380:64 1,301.82 650.91 1,191.94 588.66 66.52 -0.90 0.653 101.00 -7.11 -13.46 0.00 -367.08 0.00 367.08 880.79 440.40 819.23 404.59 67.97 -0.99 0.916 105.00 -6.65 -13.00 0.00 -013.25 0.00 313.25 868.50 434.25 786.12 388.24 73.97 -7.34 0.815 110.00 -4.59 -9.91 0.00 -248.28 0.00 248.28 852.27 426.14 744.85 367.85 81.90 -7.83 0.681 115.00 -4.24 -9.54 0.00 -198.71 0.00 198.71 835.10 417.55 703.78 347.57 90.31 -8.26 0.577 120.00 -3.82 -0.93 0.00 -151.03 0.00 151.03 816.97 408.48 663.01 327.44 99.13 -8.64 0.466 125.00 -3.54 -5.56 0.00 -121.37 0.00 121.37 797.89 398.94 622.64 307.50 108.32 -8.97 0.399 130.00 -3.27 .5.20 0.00 -93.55 0.00 93.55 777.85 388.93 582.74 287.79 117.83 -9.26 0.329 135.00 -3.02 -4.85 0.00 -67.54 0.00 67.54 756.86 378.43 543.40 268.37 127.62 -9.50 0.256 140.00 -2.78 -4.50 0.00 -43.30 0.00 43.30 734.92 367.46 504.72 249.26 137.63 -9.70 0.178 145.00 -2.56 -4.16 0.00 -20.80 0.00 20.80 711.34 355.67 466.34 230.31 147.81 -9.82 0.094 150.00 0.00 -3.66 0.00 0.00 0.00 0.00 677.88 338.94 423.25 209.03 158.08 -9.87 0.000 Pole : 82517 Code: ANSVTIA-222 Rev G Y Location : Biggs CA, CA Struct Class : II 8/8/2014 9:01:37 AM Height : 150.0 (ft) Exposure Category: C Page: 11 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape : 12 SidesX Taper: 0.149973 (intft) 02007-2014byATCIPLLC. AUrights reserved. Load Case: 0.913+ 1.6W 85.00 mph with No Ice (Reduced DL) 27 Iterations Gist Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Bev qz gzGh C Thick Tributary Ap EPAs Force X Load Ice Loaa (ft) Description Kzt Kz (psf) (psf) (mph -ft) Cf (in) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 1.00 0.8514.936 16.42 250.151.000 0.000. 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 14.936 16.42 245.081.000 0.000 5.00 15.799 15.80 415.3 0.0 832.4 10.00 1.00 0.85 14.936 16.42 240.01 1.200 * 0.000 5.00 15.475 18.57. 488.2 0.0 820.8 15.00 1.00 0.8514.936 16.42 234.941.200 * 0.000 5.00 15.152 18.18 477.9 0.0 809.3 20.00 1.00 0.90 15.847 17.43 236.781.200 * 0.000 5.00 14.828 17.79 496.3 0.0 797.7 25.00 1.00 0.9416.609 18.27 237.061.200 * 0.000 5.00 14.505 17.41 508.8 0.0 786.1 30.00 1.00 0.9817.259 18.98 236.21 1.200 * 0.000 5.00 14.181 17.02 516.9 0.0 774.5 35.00 1.00 1.01 17.829 19.61 234.531.200 * 0.000 5.00 13.858 16.63 521.8 0.0 763.0 40.00 1.00 1.0418.337 20.17 232.231.200 * 0.000 5.00 13.535 16.24 524.2 0.0 751.4 45.00 1.00 1.0718.797 20.67 229.441.200 * 0.000 5.00 13.211 15.85 524.5 0.0 739.8 48.08 Bot - Section 2 1.00 1.0819.061 20.96 227.521.200 * 0.000 3.08 7.986 9.58 321.5 0.0 450.5 50.00 1.00 1.0919.219 21.14 226.251.200 * 0.000 1.92 4.985 5.98 202.3 0.0 419.1 53.00 Top - Section 1 1.00 1.1019.456 21.40 224.171.200 * 0.000 3.00 7.707 9.25 316.7 0.0 649.8 55.00 1.00 1.11 19.608 21.56 226.601.200 * 0.000 2.00 5.073 6.09 210.1 0.0 252.5 60.00 1.00 1.1319.971 21.96 222.821.200 * 0.000 5.00 12.456 14.95 525.4 0.0 624.9 65.00. 1.00 1.15 20.310 22.34 218.791.200 * 0.000 5.00 12.133 14.56 520.4 0.0 615.6 70.00 1.00 1.17 20.630. 22.69 214.551.200 * 0.000 5.00 11.809 14.17 514.5 0.0 606.4 75.00 1.00 1.19 20.932 23.02 210.11 1.200 * 0.000 5.00 11.486 13.78 507.8 0.0 597.1 78.00 Reinf. Top 1.00 1.20 21.105 23.21 207.361.200 * 0.000 3.00 6.736 8.08 300.3 0.0 353.8 80.00 1.00 1.20 21.218 23.34 205.501.200 * 0.000 2.00 4.426 5.31 198.3 0.0 125.2 85.00 1.00 1.22 21.490 23.63 200.731.200 * 0.000 5.00 10.839 13.01 492.0 0.0 306.7 90.00 1.00 1.23 21.751 23.92 195.831.200 * 0.000 5.00 10.516 12.62 483.1 0.0 297.4 95.00 1.00 1.25 22.000 24.20 190.79 1.200 * 0.000 5.00 10.192 12.23 473.6 0.0 288.2 96-92' Bot - Section 3 1.00 1.25 22.092 24.30 188.831.200 * 0.000 1.92 3.821 4.59 178.3 0.0 108.0 100.0 1.00 1.26 22.238 24.46 185.641.200 * 0.000 3.08 6.148 7.38 288.7 0.0 301.9 101.0 Top - Section 2 1.00 1.26 22.285 24.51 184.591.200 * 0.000 1.00 1.967 2.36 92.6 0.0 96.6 105.0 1.00 1.27 22.468 24.71 183.491.200 * 0.000 4.00 7.740 9.29 367.3 0.0 164.9 110.0 Appertunance(s) 1.00 1.29 22.689 24.95 178.151.200 * 0.000 5.00 9.384 11.26 449.7 0.0 199.9 115.0 1.00 1.30 22.902 25.19 172.701.000 0.000 5.00 9.060 9.06 365.2 0.0 193.0 120.0 • Appertunance(s) 1.00 1.31 23.109 25.41 167.171.000 0.000 5.00 8.737 8.74 355.3 0.0 186.0 125.0 1.00 1.32 23.308 25.63 161.561.000 0.000 5.00 8.413 8.41 345.1 0.0 179.1 130.0 1.00 1.33 23.501 25.85 155.871.000 0.000 5.00 8.090 8.09 334.6 0.0 172.1 135.0 1.00 1.34 23.689 26.05 150.101.000 0.000 5.00 7.767 7.77 323.8 0.0 165.2 140.0 1.00 1.35 23.871 26.25 144.271.000 0.000 5.00 7.443 7.44 312.7 0.0 158.2 145.0 1.00 1.36 24.048 26.45 138.371.000 0.000 5.00 7.120 7.12 301.3 0.0 151.2 150.0 Atwertunance(s) 1.00 1.37 24.220 26.64 132.41 1.000 0.000 5.00 6.796 6.80 289.7 0.0 144.3 * = Cf Adjusted By Linear Load Ra Effect Totals: 150.00 13,544.2 0.0 14,882.5 Pole : 82517 Code: ANSI/TIA-222 Rev G Y Location : Biggs CA, CA Struct Class : II 8/8/2014 9:01:37 AM Height : 150.0 (ft) Exposure Category: C Page: 12 , Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape : 12 Sides X Taper: 0.149973 (in/ft) ©2007-2014byATCIPLLC. Alifights reserved. Load Case: 0.91)+ 1.6W 85.00 mph with No Ice (Reduced DL) 27 Iterations Gist Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Bev qz gzGh Orientation EPAa Ecc Ecc FX Y z Loaa (ft) Description Qty (psf) (psf) Factor Ka (sf) (ft) (ft) (lb) (Ib -ft) (Ib -ft) (Ib) 110.0 Round T -Arm 3 22.689 24.958 0.67 0.75 14:62 0.000 0.000 583.92 0.00 0.00 675.00 110.0 Ericsson KRY 112 89/ 3 22.689 24.958 0.50 0.80 0.78 0.000 0.000 31.15 0.00 0.00 35.64 110.0 Scala 742-264 6 22.689 24.958 0.80 0.80 18.66 0.000 0.000 745.24 0.00 0.00 196.56 110.0 Kathrein 86010025 6 22.689 24.958 0.50 0.80 0.38 0.000 0.000 15.33 0.00 0.00 5.40 110.0 Ericsson KRY 112 711 6 22.689 24.958 0.50 0.80 1.63 0.000 0.000 65.17 0.00 0.00 71.28 110.0 Kathrein 86010147 6 22.689 24.958 0.50 ,.0.80 0.36 0.000 0.000 14.38 0.00 0.00 5.94 110.0 Raycap DC6-48-60-18- 1 22.689 24.958 1.00 0.80 1.02 0.000 0.000 40.89 0.00 0.00 29.52 110.0 Ericsson RRUS 11 (Ba 3 22.689 24.958 0.67 0.80 4.13 0.000 0.000 165.03 0.00 0.00 135.00 110.0 Ericsson RRUS 11 (Ba 3 22.689 24.958 0.67 0.80 4.13 0.000 0.000 165.03 0.00 0.00 135.00 110.0 Kathrein 80010764 3 22.689 24.958 0.77 0.80 10.85 0.000 0.000 433.18 0.00 0.00 110.16 120.0 Andrew UHX8-59 1 23.109 25.419 1.00 1.00 78.05 0.000 0.000 3,174.39 0.00 0.00 450.00 150.0 Andrew El5R05P19 3 24.220 26.642 0.50 0.75 1.02 0.000 0.000 43.64 0.00 0.00 59.40 150.0 Raycap RxxDC-3315- 1 24.220 26.642 0.67 0.75 1.26 0.000 0.000 53.76 0.00 0.00 16.83 150.0 Ericsson RRUS12 3 24.220 26.642 0.67 0.75 4.75 0.000 0.000 202.42 0.00 0.00 154.71 150.0 Commscope SBNHH- 3 24.220 26.642 0.83 0.75 15.09 0.000 0.000 643.22 0.00 0.00 135.81 150.0 Flat Platform w/ Han 1 24.220 26.642 1.00 1.00 42.40 0.000 0.000 1,807.40 0.00 0.00 1,800.00 150.0 Antel LPA-80080/6CF 3 24.220 26.642 0.75 0.75 14.56 0.000 0.000 620.79 0.00 0.00 64.80 s 8,804.94 4,081.05 - Pole : 82517 Code: ANSUTIA-222 Rev G Y Location: Biggs CA, CA Struct Class : II 8/8/2014 9:01:37 AM Height: 150.0 (ft) Exposure Category: C Page: 13 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape: 12 SidesX Taper: 0.149973 (int t) 02007-2014byATCIPLLC. All rights reserved. Load Case: 0.91)+ 1.6W 85.00 mph with No Ice (Reduced DL) 27 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Linear Appurtenance Segment Forces '(Factored) Seg Top Exposed Cf Dead Elev Exposed Length Width Area CaAa qz Adjust FX Load (ft) Description To Wind (ft) Ca (in) (syn) (sgft) (psf) Ra Factor (lb) (lb) 10.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 14.936 0.275 0.000 26.42 2.29 10.00 (6)1 5/8" Coax Yes 5.00 0.990 5.94 2.47 2.45 14.936 0.275 0.000 64.40 22.14 10.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 14.936 0.275 0.000 0.00 15.12 10.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 14.936 0.275 0.000 0.00 26.05 10.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 14.936 0.275 0.000 29.57 244.80 15.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 14.936 0.280 0.000 26.42 2.29 15.00 (6)1 5/8" Coax Yes 5.00 0.990 5.94 2.47 2.45 14.936 0.280 0.000 64.40 22.14 15.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 14.936 0.280 0.000 0.00 15.12 15.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 14.936 0.280 0.000 0.00 26.05 15.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 14.936 0.280 0.000 29.57 244.80 20.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 15.847 0.287 0.000 28.03 2.29 20.00 (6)1 5/8" Coax Yes 5.00 0.961 5.94 2.47 2.38 15.847 0.287 0.000 66.34 22.14 ' 20.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 15.847 0.287 0.000 0.00 15.12 20.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 15.847 0.287 0.000 0.00 26.05 20.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 15.847 0.287 0.000 31.38 244.80 25.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 16.609 0.293 0.000 29.38 2.29 25.00 (6)1 5/8" Coax Yes 5.00 0.939 5.94 2.47 2.32 16.609 0.293 0.000 67.92 22.14 25.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 16.609 0.293 0.000 0.00 15.12 25.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 16.609 0.293 0.000 0.00 26.05 25.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 16.609 0.293 0.000 32.89 244.80 30.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 17.259 0.300 0.000 30.53 2.29 30.00 (6)1 5/8" Coax Yes 5.00 0.921 5.94 2.47 2.28 17.259 0.300 0.000 69.23 22.14 30.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 17.259 0.300 0.000 0.00 15.12 30.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 17.259 0.300 0.000 0.00 26.05 30.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 17.259 0.300 0.000 34.17 244.80 35.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 17.829 0.307 0.000 . 31.54 2.29 35.00 (6)1 5/8" Coax Yes 5.00 0.906 5.94 2.47 2.24 17.829 0.307 0.000 70.36 22.14 35.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 17.829 0.307 0.000 0.00 15.12 35.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 17.829 0.307 0.000 0.00 26.05 35.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 17.829 0.307 0.000 35.30 244.80 40.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 18.337 0.314 0.000 32.43 2.29 40.00 (6)1 5/8" Coax Yes 5.00 0.893 5.94 2.47 2.21 18.337 0.314 0.000 71.36 22.14 40.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 18.337 0.314 0.000 0.00 15.12 40.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 18.337 0.314 0.000 0.00 26.05 40.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 18.337 0.314 0.000 36.31 244.80 45.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 18.797 0.322 0.000 33.25 2.29 45.00 (6)1 5/8" Coax Yes 5.00 0.882 5.94 2.47 2.18 18.797 0.322 0.000 72.25 22.14 45.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 18.797 0.322 0.000 0.00 15.12 45.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 18.797 0.322 0.000 0.00 26.05 45.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 18.797 0.322 0.000 37.22 244.80 48.08 (1) EW63 Yes 3.08 1.200 2.01 0.52 0.62 19.061 0.328 0.000 20.79 1.41 48.08 (6)1 5/8" Coax Yes 3.08 0.876 5.94 1.53 1.34 19.061 0.328 0.000 44.87 13.65 48.08 (2)1" Conduit Yes 3.08 0.000 0.00 0.00 0.00 19.061 0.328 0.000 0.00 9.32 48.08 (1) 21/2" Conduit Yes 3.08 0.000 0.00 0.00 0.00 19.061 0.328 0.000 0.00 16.07 48.08 (4) #18 DYWIDAG Yes 3.08 1.200 2.25 0.58 0.69 19.061 0.328 0.000 23.27 150.96 50.00 (1) EW63 Yes 1.92 1.200 2.01 0.32 0.39 19.219 0.332 0.000 13.03 0.88 50.00 (6)1 5/8" Coax Yes 1.92 0.873 5.94 0.95 0.83 19.219 0.332 0.000 28.01 8.49 50.00 (2)1" Conduit Yes 1.92 0.000 0.00 0.00 0.00 19.219 0.332 0.000 0.00 5.80 50.00 (1) 21/2" Conduit Yes 1.92 0.000 0.00 0.00 0.00 19.219 0.332 0.000 0.00 9.99 50.00 (4) #18 DYWIDAG Yes 1.92 1.200 2.25 0.36 0.43 19.219 0.332 0.000 14.59 93.84 53.00 (1) EW63 Yes 3.00 1.200 2.01 0.50 0.60 19.456 0.337 0.000 20.65 1.38 Pole : 82517 Code: ANSI/TIA-222 Rev G Y Location : Biggs CA, CA Struct Class : II 8/8/2014 9:01:37 AM Height: 150.0 (ft) Exposure Category: C Page: 14 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) " Shape : 12 Sides X Taper: 0.149973 (in/Ft) 02007-2014byATC/PLLC. All rights reserved. Load Case: 0.913+ 1.6W 85.00 mph with No Ice (Reduced DL) 27 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 53.00 (6) 1518" Coax Yes 3.00 0.867 5.94 1.49 1.29 19.456 0.337 0.000 • 44.10 13.28 53.00 (2)1" Conduit Yes 3.00 0.000 0.00 0.00 0.00 19.456 0.337 0.000 0.00 9.07 53.00 (1) 21/2" Conduit Yes 3.00 0.000 0.00 0.00 0.00 19.456 0.337 0.000 0.00 15.63 53.00 (4) #18 DYWIDAG Yes 3.00 1.200 2.25 0.56 0.68 19.456 0.337 0.000 23.11 146.88 55.00 (1) EW63 Yes 2.00 1.200 2.01 0.34 0.40 19.608 0.335 0.000 13.87 0.92 55.00 (6)1 5/8" Coax Yes 2.00 0.864 5.94 0.99 0.86 19.608 0.335 0.000 29.52 8.86 55.00 (2)1" Conduit Yes 2.00 0.000 0.00 0.00 0.00 19.608 0.335 0.000 0.00 6.05 55.00 (1) 21/2" Conduit Yes 2.00 0.000 0.00 0.00 0.00 19.608 0.335 0.000 0.00 10.42 55.00 (4) #18 DYWIDAG Yes 2.00 1.200 2.25 0.38 0.45 19.608 0.335 0.000 15.53 97.92 60.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 19.971 0.341 0.000 35.32 2.29 60.00 (6)1 518" Coax Yes 5.00 0.856 5.94 2.47 2.12 19.971 0.341 0.000 74.47 22.14 60.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 19.971 0.341 0.000 0.00 15.12 60.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 19.971 0.341 0.000 0.00 26.05 60.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 19.971 0.341 0.000 39.54 244.80 65.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 20.310 0.350 0.000 35.92 2.29 65.00 (6)1 5/8" Coax Yes 5.00 0.849 5.94 2.47 2.10 20.310 0.350 0.000 75.10 22.14 65.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 20.310 0.350 0.000 0.00 15.12 65.00 (1) 2 1/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 20.310 0.350 0.000 0.00 26.05 65.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 20.310 0.350 0.000 40.21 244.80 70.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 20.630 0.360 0.000 36.49 2.29 70.00 (6)1 518" Coax Yes 5.00 0.842 5.94 2.47 2.08 20.630 0.360 0.000 75.69 22.14 70.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 20.630 0.360 0.000 0.00 15.12 70.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 20.630 0.360 0.000 0.00 26.05 70.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 20.630 0.360 0.000 40.85 244.80 75.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 20.932 0.370 0.000 37.02 2.29 75.00 (6)1 518" Coax Yes 5.00 0.836 5.94 2.47 2.07 20.932 0.370 0.000 76.24 22.14 75.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 20.932 0.370 0.000 0.00 15.12 75.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 20.932 0.370 0.000 0.00 26.05 75.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 20.932 0.370 0.000 41.44 244.80 78.00 (1) EW63 Yes 3.00 1.200 2.01 0.50 0.60 21.105 0.379 0.000 22.40 1.38 78.00 (6)1 5/8" Coax Yes 3.00 0.833 5.94 1.49 1.24 21.105 0.379 0.000 45.93 13.28 78.00 (2)1" Conduit Yes 3.00 0.000 0.00 0.00 0.00 21.105 0.379 0.000 0.00 9.07 78.00 (1) 2 1/2" Conduit Yes 3.00 0.000 0.00 0.00 0.00 21.105 0.379 0.000 0.00 15.63 78.00 (4) #18 DYWIDAG Yes 3.00 1.200 2.25 0.56 0.68 21.105 0.379 0.000 25.07 146.88 80.00 (1) EW63 Yes 2.00 1.200 2.01 0.34 0.40 21.218 0.384 0.000 15.01 0.92 80.00 (6)1 518" Coax Yes 2.00 0.831 5.94 0.99 0.82 21.218 0.384 0.000 30.70 8.86 80.00 (2)1" Conduit Yes 2.00 0.000 0.00 0.00 0.00 21.218 0.384 0.000 0.00 6.05 80.00 (1) 21/2" Conduit Yes 2.00 0.000 0.00 0.00 0.00 21.218 0.384 0.000 0.00 10.42 80.00 (4) #18 DYWIDAG Yes 2.00 1.200 2.25 0.38 0.45 21.218 0.384 0.000 16.80 97.92 85.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 21.490 0.346 0.000 38.01 2.29 85.00 (6)1 518" Coax Yes 5.00 0.825 5.94 2.47 2.04 21.490 0.346 0.000 77.25 22.14 85.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 21.490 0.346 0.000 0.00 15.12 85.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 21.490 0.346 0.000 0.00 26.05 85.00 (4) #18 DYWIDAG Yes 2.33 1.200 2.25 0.44 0.52 21.490 0.346 0.000 19.86 114.23 90.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 21.751 0.315 0.000 38.47 2.29 90.00 (6)1 5/8" Coax Yes 5.00 0.820 5.94 2.47 2.03 21.751 0.315 0.000 77.72 22.14 90.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 21.751 0.315 0.000 0.00 15.12 90.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 21.751 0.315 0.000 0.00 26.05 95.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 22.000 0.325 0.000 38.91 2.29 95.00 (6)1 5/8" Coax Yes 5.00 0.816 5.94 2.47 2.02 22.000 0.325 0.000 78.16 22.14 95.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 22.000 0.325 0.000 0.00 15.12 95.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 22.000 0.325 0.000 0.00 26.05 96.92 (1) EW63 Yes 1.92 1.200 2.01 0.32 0.39 22.092 0.332 0.000 14.98 0.88 96.92 (6)1 5/8" Coax Yes • 1.92 0.814 5.94 0.95 0.77 22.092 0.332 0.000 30.02 8.49 96.92 (2)1" Conduit Yes 1.92 0.000 0.00 0.00 0.00 22.092 0.332 0.000 0.00 5.80 96.92 (1) 21/2" Conduit Yes 1.92 0.000 0.00 0.00 0.00 22.092 0.332 0.000 0.00 9.99 100.0 (1) EW63 Yes 3.08 1.200 2.01 0.52 0.62 22.238 0.338 0.000 24.26 1.42 Pole : 82517 Code: ANSUTIA-222 Rev G Y Location : Biggs CA, CA Struct Class II 8/8/2014 9:01:37 AM Height : 150.0 (ft) Exposure Category: C Page: 15 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape : 12 Sides X Taper: 0.149973 (in/ft) ©2007-2014byATC/PLLC. Allrightsreserved. Load Case: 0.91)+ 1.6W 85.00 mph with No Ice (Reduced DL) 27 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 100.0 (6)15/8" Coax Yes 3.08 0.811 5.94 1.53 1.24 22.238 0.338 0.000 48_d6 13.65 100.0 (2)1" Conduit Yes 3.08 0.000 0.00 0.00 0.00 22.238 0.338 0.000 0.00 9.32 100.0 (1) 21/2" Conduit Yes 3.08 0.000 0.00 0.00 0.00 22.238 0.338 0.000 0.00 16.07 101.0 (1) EW63 Yes 1.00 1.200 2.01 0.17 0.20 22.285 0.342 0.000 7.88 0.46 101.0 (6)1 5/8" Coax Yes 1.00 0.810 5.94 0.49 0.40 22.285 0.342 0.000 15.73 4.43 101.0 (2)1" Conduit Yes 1.00 0.000 0.00 0.00 0.00 22.285 0.342 0.000 0.00 3.02 101.0 (1) 21/2" Conduit Yes 1.00 0.000 0.00 0.00 0.00 22.285 0.342 0.000 0.00 5.21 105.0 (1) EW63 Yes 4.00 1.200 2.01 0.67 0.80 22.468 0.342 0.000 31.79 1.84 105.0. (6)1 5/8" Coax Yes 4.00 0.807 5.94 1.98 1.60 22.468 0'.342 0.000 63.19 17.71 105.0 (2)1" Conduit Yes 4.00 0.000 0.00 0.00 0.00 22.468 0.342 0.000 0.00 12.10 105.0 (1) 21/2" Conduit Yes 4.00 0.000 0.00 0.00 0.00 22.468 0.342 0.000 0.00 20.84 110.0 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 22.689 0.353 0.000 40.13 2.29 110.0 (6)1 5/8" Coax Yes 5.00 0.803 5.94 2.47 1.99 22.689 0.353 0.000 79.38 22.14 110.0 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 22.689 0.353 0.000 0.00 15.12 110.0 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 22.689 0.353 0.000 0.00 26.05 115.0 (1) EW63 Yes 5.00 0.000 2.01 0.84 0.00 22.902 0.092 0.000 0.00 2.29 120.0 (1) EW63 Yes 5.00 0.000 2.01 0.84 0.00 23.109 0.096 0.000 0.00 2.29 Totals: 2,830.49 5,168.62 t. Pole : 82517 Code: ANSUTIA-222 Rev G Y Location : Biggs CA, CA Struct Class : II 8/8/2014 9:01:37 AM Height: 150.0 (ft) Exposure Category: C Page: 16 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape: 12 Sides X Taper: 0.149973 (in/ft) 02007-2014byATCIPLLC. All rights reserved. Load Case: 0.913+ 1.6W 85.00 mph with No Ice (Reduced DL) 27 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX (-) FY (-) MY MZ (ft) (lb) (lb) (Ib -ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 5.00 415.29 832.40 0.00 0.00 10.00 608.54 1,252.82 0.00 0.00 15.00 598.34 1,241.25 0.00 0.00 20.00 622.04 1,229.68 0.00 0.00 25.00 639.00 1,218.10 0.00 0.00 30.00 650.87 1,206.53 0.00 0.00 35.00 659.01 1,194.96 0.00 0.00 40.00 664.26 1,183.38 0.00 0.00 45.00 667.20 1,171.81 0.00 0.00 48.08 410.41 716.85 0.00 0.00 50.00 257.95 584.65 0.00 0.00 53.00 404.54 908.96 0.00 0.00 55.00 269.01 425.33 0.00 0.00 60.00 674.73 1,056.86 0.00 0.00 65.00 671.69 1,047.62 0.00 0.00 70.00 667.56 1,038.37 0.00 0.00 75.00 662.47 1,029.13 0.00 0.00 78.00 393.67 613.04 0.00 0.00 80.00 260.87 298.05 0.00 0.00 85.00 627.08 608.08 0.00 0.00 90.00 599.25 484.60 0.00 0.00 95.00 590.63 475.36 0.00 0.00 96.92. 223.29 179.76 0.00 0.00 100.0 361.46 417.38 0.00 0.00 101.0 116.20 134.03 0.00 0.00 105.0 462.28 314.69 0.00 0.00 110.0 2,828.50 1,786.60 0.00 0.00 115.0 365.21 246.77 0.00 0.00 120.0 3,529.73 689.82 0.00 0.00 125.0 345.14 230.57 0.00 0.00 130.0 334.62 223.62 0.00 0.00 135.0 323.80 216.67 0.00 0.00 140.0 312.70 209.72 0.00 0.00 145.0 301.33 202.77 0.00 0.00 150.0 3,660.93 2,427.37, 0.00 0.00 Totals: 25,179.64 27,097.61 0.00 0.00 Pole : 82517 Code: ANSVTIA-222 Rev G Y Location: Biggs CA, CA Struct Class : II 8/8/2014 9:01:37 AM Height: 150.0 (ft) Exposure Category: C Page: 17 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape: 12 Sides X Taper: 0.149973 (intft) ©2007-2014byATCIPLLC. Allrights reserved. Load Case: 0.913 + 1.6W 85.00 mph with No Ice (Reduced DL) 27 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Calculated Forces Seg Pu Vu Dev FY(-) FX(-) (ft) (kips) (kips) Tu MY (ft -kips) Mu Mu MZ MX (ft -kips) (ft -kips) Resultant Moment (ft -kips) phi phi phi phi Pn Vn Tn Mn (kips) (kips) (ft -kips) (ft -kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -27.03 -25.26 0.00 -2,360.41 0.00 2,360.41 2,412.87 1,206.43 3,651.98 1,803.58 0.00 0.00 0.824 5.00 -26.05 -24.98 0.00 -2,234.13 0.00 2,234.13 2,386.37 1,193.19 3,537A3 1,747.01 0.17 -0.32 0.796 10.00 -24.67 -24.50 0.00 -2,109.21 0.00 2,109.21 2,358.93 1,179.46 3,423.15 1,690.57 0.68 -0.64 0.768 15.00 -23.31 -24.02 0.00 -1,986.70 0.00 1,986.70 2,330.53 1,165.26 3,309.23 1,634.31 1.52 -0.96 0.740 20.00 -21.96 -23.49 0.00 -1,866.62 0.00 1,866.62 2,301.17 1,150.59 3,195.76 1,578.27 2.69 -1.27 0.712 25.00 -20.64 -22.93 0.00 -1,749.17 0.00 1,749.17 2,270.87 1,135.43 3,082.83 1,522.49 4.19 -1.58 0.683 30.00 -19.33 -22.35 0.00 4,634.51 0.00 1,634.51 2,239.61 1,119.81 2,970.53 1,467.03 6.01 -1.89 0.653 35.00 -18.05 -21.74 0.00 -1,522.77 0.00 1,522.77 2,207.40 1,103.70 2,858.94 1,411.92 8.15 -2.19 0.624 40.00 -16.78 -21.12 0.00 -1,414.05 0.00 1,414.05 2,174.24 1,087.12 2,748.16 1,357.21 10.61 -2.49 0.594 45.00 -15.56 -20.46 0.00 -1,308.46 0.00 1,308.46 2.140.12 1,070.06 2.638.27 1.302.94 13.38 -2.79 0.564 48.08 -14.81 -20.05 0.00 -1,245.37 0.00 1,245.37 2,118.61 1,059.31 2,571.00 1,269.72 15.24 -2.97 0.545 50.00 -14.19 -19.80 0.00 -1,206.93 0.00 1,206.93 2,105.06 1,052.53 2,529.37 1,249.16 16.46 -3.08 0.527 53.00 -13.26 -19.38 0.00 -1,147.53 0.00 1,147.53 1,539.27 769.64 1,860.74 918.95 18.45 -3.25 0.622 55.00 -12.78 -19.13 0.00 -1,108.77 0.00 1,108.77 1,530.88 765.44 1,831.50 904.51 19.83 -3.36 0.607 60.00 -11.67 -18.45 0.00 -1,013.11 0.00 1,013.11 1,509.24 754.62 1,758.52 868.47 23.51 -3.66 0.566 65.00 -10.59 -17.77 0.00 -920.85 0.00 920.85 1,486.65 743.32 1,685.82 832.56 27.50 -3.94 0.526 70.00 -9.52 -17.07 0.00 -832.02 0.00 832.02 1,463.10 731.55 1,613.47 796.83 31.77 -4.22 6.487 75.00 -8.48 -16.36 0.00 -746.67 0.00 746.67 1,438.60 719.30 1,541.57 761.33 36.33 -4.48 0.447 78.00 -7.87 -15.94 0.00 -697.58 0.00 697.58 1,423.45 711.72 1,498.69 740.15 39.20 -4.64 0.424 78.00 -7.87 -15.94 0.00 -097.58 0.00 697.58 1,423.45 711.72 1,498.69 740.15 39.20 -4.64 0.949 80.00 -7.50 -15.70 0.00 -065.70 0.00 665.70 1,413.15 706.58 1,470.22 726.08 41.16 -4.74 0.923 85.00 -6.81 -15.08 0.00 -087.22 0.00 587.22 1,386.75 693.37 1,399.48 691.15 46.40 -0.28 0.855 90.00 -6.26 -14.50 0.00 -511.80 0.00 511.80 1,359.39 679.70 1,329.47 656.57 52.20 -5.79 0.785 95.00 -5.77 -13.89 0.00 -439.33 0.00 439.33 1,331.09 665.54 1,260.26 622.39 58.52 -6.28 0.711 96.92 -5.56 -13.67 0.00 -412.70 0.00 412.70 1,319.98 659.99 1,233.96 609.41 61.08 -6.47 0.682 100.00 -5.15 -13.28 0.00 -370.54 0.00 370.54 1,301.82 650.91 1,191.94 588.66 65.34 -6.76 0.634 101.00 -4.98 -13.17 0.00 -357.26 0.00 357.26 880.79 440.40 819.23 404.59 66.76 -6.85 0.890 105.00 -4.63 -12.71 0.00 -304.58 0.00 304.58 868.50 434.25 786.12 388.24 72.63 -7.19 0.791 110.00 -3.15 -9.70 0.00 -241.04 0.00 241.04 852.27 426.14 744.85 367.85 80.40 -7.66 0.659 115.00 -2.89 -9.32 0.00 -192.56 0.00 192.56 835.10 417.55 703.78 347.57 88.63 -8.08 0.558 120.00 -2.68 -0.74 0.00 -145.96 0.00 145.96 816.97 408.48 663.01 327.44 97.26 -8.45 0.449 125.00 -2.48 -0.38 0.00 -117.24 0.00 117.24 797.89 398.94 622.64 307.50 106.25 -8.76 0.385 130.00 -2.28 -5.03 0.00 -90.33. 0.00 90.33 777.85 388.93 582.74 287.79 115.55 -9.04 0.317 135.00 -2.10 -4.68 0.00 -65.19 0.00 65.19 756.86 378.43 543.40 268.37 125.11 -9.28 0.246 140.00 -1.94 -4.34 0.00 -41.79 0.00 41.79 734.92 367.46 504.72 249.26 134.89 -9.47 0.170 145.00 -1.78 -4.02 0.00 -20.08 0.00 20.08 711.34 355.67 466.34 230.31 144.83 -9.59 0.090 150.00 0.00 -3.66 0.00 0.00 0.00 0.00 677.88 338.94 423.25 209.03 154.86 -9.64 0.000 Pole : 82517 Code: ANSVTIA-222 Rev G Y Location : Biggs CA, CA Struct Class : II 8/8/2014 9:01:38 AM Height: 150.0 (ft) Exposure Category: C Page: 18 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape : 12 Sides X Taper: 0.149973 (intft) 02007-2014byATCIPLLC. All rights reserved. Load Case: 1.21)+ 1.0131 + 1.OWi 30.00 mph with 0.00 in Radial Ice 25. Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev gz gzGh C Thick Tributary Ap EPAs Force X Load Ice I_oaa (ft) Description Kzt Kz (psf) (psf) (mph -ft) Cf (in) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 1.00 0.85 1.860 2.047 0.000 1.200 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 1.860 2.047 0.000 1.200 0.000 5.0015.799 18.96 38.8 0.0 1,019.2 10.00 1.00 0.85 1.860 2.047 0.000 1.200 * 0.000 5.00 15.475 18.57 38.0 0.0 1,003.8 15.00 1.00 0.85 1.860 2.047 0.000 1.200 * 0.000 5.00 15.152 18.18 37.2 0.0 988.3 20.00 1.00 0.90 1.974 2.171 0.000 1.200 * 0.000 5.00 14.828 17.79 38.6 0.0 972.9 25.00 1.00 0.94 2.069 2.276 0.000 1.200 * 0.000 5.00 14.505 17.41 39.6 0.0 957.5 30.00 1.00 0.98 2.150 2.365 0.000 1.200 * 0.000 5.00 14.181 17.02 40.2 0.0 942.0 35.00 1.00 1.01 2.221 2.443 0.000 1.200 * 0.000 5.00 13.858 16.63 40.6 0.0 926.6 40.00 1.00 1.04 2.284 2.513 0.000 1.200 * 0.000 5.00 13.535 16.24 40.8 0.0 911.2 45.00 1.00 1.07 2.342 2.576 0.000 1.200 * 0.000 5.00 13.211 15.85 40.8 0.0 895.8 48.08 Bot - Section 2 1.00 1.08 2.374 2.612 0.000 1.200 * 0.000 3.08 7.986 9.58 25.0 0.0 544.7 50.00 1.00 1.09 2.394 2.633 0.000 1.200 * 0.000 1.92 4.985 5.98 15.8 0.0 524.0 53.00 Top - Section 1 1.00 1.10 2.424 2.666 0.000 1.200 * 0.000 3.00 7.707 9.25 24.7 0.0 812.0 55.00 1.00 1.11 2.443 2.687 0.000 1.200 * 0.000 2.00 5.073 6.09 16.4 0.0 300.4 60.00 1.00 1.13 2.488 2.737 0.000 1.200 * 0.000 5.00 12.456 14.95 40.9 0.0 742.5 65.00 1.00 1.15 2.530 2.783 0.000 1.200 * 0.000 5.00 12.133 14.56 40.5 0.0 730.2 70.00 1.00 1.17 2.570 2.827 0.000 1.200 * 0.000 5.00 11.809 14.17 40.1 0.0 717.8 75.00 1.00 1.19 2.607 2.868 0.000 1.200 * 0.000 5.00 11.486 13.78 39.5 0.0 705.5 78.00 Reinf. Top 1.00 1.20 2.629 2.892 0.000 1.200 * 0.000 3.00 6.736 8.08 23.4 0.0 417.4 80.00 1.00 1.20 2.643 2.907 0.000 1.200 * 0.000 2.00 4.426 5.31 15.4 0.0 167.0 85.00 1.00 1.22 2.677 2.945 0.000 1.200 * 0.000 5.00 10.839 13.01 38.3 0.0 408.9 90.00 1.00 1.23 2.709 2.980 0.000 1.200 * 0.000 5.00 10.516 12.62 37.6 0.0 396.5 95.00 1.00 1.25 2.740 3.014 0.000 1.200 * 0.000 5.00 10.192 12.23 36.9 0.0 384.2 96.92 Bot - Section 3 1.00 1.25 2.752 3.027 0.000 1.200 * 0.000 1.92 3.821 4.59 13.9 0.0 144.0 100.0 1.00 1.26 2.770 3.047 0.000 1.200 * 0.000 3.08 6.148 7.38 22.5 0.0 402.6 101.0 Top - Section 2 1.00 1.26 2.776 3.054 0.000 1.200 * 0.000 1.00 1.967 2.36 7.2 0.0 128.8 105.0 1.00 1.27 2.799 3.079 0.000 1.200 * 0.000 4.00 7.740 9.29 28.6 0.0 219.9 110.0 Appertunance(s) 1.00 1.29 2.826 3.109 0.000 1.200 * 0.000 5.00 9.384 11.26 35.0 0.0 266.5 115.0 1.00 1.30 2.853 3.138 0.000 1.200 0.000 5.00 9.060 10.87 34.1 0.0 257.3 120.0 Appertunance(s) 1.00 1.31 2.879 3.166 0.000 1.200 0.000 5.00 8.737 10.48 33.2 0.0 248.0 125.0 1.00 1.32 2.903 3.194 0.000 1.200 0.000 5.00 8.413 10.10 32.2 0.0 238.7 130.0 1.00 1.33 2.928 3.220 0.000 1.200 0.000 5.00 8.090 9.71 31.3 0.0 229.5 135.0 1.00 1.34 2.951 3.246 0.000 1.200 0.000 5.00 7.767 9.32 30.3 0.0 220.2 140.0 1.00 1.35 2.974 3.271 0.000 1.200 0.000 5.00 7.443 8.93 29.2 0.0 210.9 145.0 1.00 1.36 2.996 3.295 0.000 1.200 0.000 5.00 7.120 8.54 28.2 0.0 201.7 150.0 Agwertunance(s) 1.00 1.37 3.017 3.319 0.000 1.200 0.000 5.00 6.796 8.16 27.1 0.0 192.4 * = Cf Adjusted By Linear Load Ra Effect Totals: 150.00 1,101.9 0.0 18,428.9 Pole : 82517 Code: ANSVTIA-222 Rev G Y Location : Biggs CA, CA Struct Class: II 8/8/2014 9:01:38 AM Height : 150.0 (ft) Exposure Category: C Page: 19 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape : 12 Sides x Taper: 0.149973 (intft) ©2007-2014byATC/PLLC. AOfights reserved. Load Case: 1.21)+ 1.0Di + 1.OWi 30.00 mph with 0.00 in Radial Ice 25 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Dead Load Factor : 1.20 Ice Importance Factor : 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Segment Forces (Factored) 6ev qz gzGh Orientation (ft) Description Qty (psf) (psf) Factor Ka Total EPAa (sf) Horiz Ecc (ft) Vert Ecc (ft) Wind FX (lb) Mom Y (Ib -ft) Mom z (Ib -ft) Dead Loaa (Ib) 110.0 Round T -Arm 3 2.826 3.109 0.67 0.75 14.62 0.000 0.000 45.46 0.00 0.00 708.00 110.0 Ericsson KRY 112 89/ 3 2.826 3.109 0.50 0.80 0.71 0.000 0.000 2.20 0.00 0.00 47.52 110.0 Scala 742-264 6 2.826 3.109 0.80 0.80 18.69 0.000 0.000 58.10 0.00 0.00 262.08 110.0 Kathrein 86010025 6 2.826 3.109 0.50 0.80 0.29 0.000 0.000 0.90 0.00 0.00' . 7.20 110.0 Ericsson KRY 112 711 6 2.826 3.109 0.50 0.80 1.42 0.000 0.000 4.40 0.00 0.00 95.04 110.0 Kathrein 86010147 6 2.826 3.109 0.50 0.80 0.33 0.000 0.000 1.02 0.00 0.00 7.92 110.0 Raycap DC6-48-60-18- 1 2.826 3.109 1.00 0.80 1.76 0.000 0.000 5.47 0.00 0.00 39.36 110.0 Ericsson RRUS 11 (Ba 3 2.826 3.109 0.67 0.80 4.13 0.000 0.000 12.83 0.00 0.00 180.00 110.0 Ericsson RRUS 11 (Ba 3 2.826 3.109 0.67 0.80 4.13 0.000 0.000 12.83 0.00 0.00 180.00 110.0 Kathrein 80010764 3 2.826 3.109 0.77 0.80 10.84 0.000 0.000 33.70 0.00 0.00 146.88 120.0 Andrew UHX8-59 1 2.879 3.166 1.00 1.00 78.05 0.000 0.000 247.14 0.00 0.00 206.70 150.0 Andrew El5R05P19 3 3.017 3.319 0.50 0.75 1.02 0.000 0.000 3.40 0.00 0.00 79.20 150.0 Raycap RxxDC-3315- 1 3.017 3.319 0.67 0.75 1.26 0.000 0.000 4.19 0.00 0.00 22.44 150.0 Ericsson RRUS12 3 3.017 3.319 0.67 0.75 4.75 0.000 0.000 15.76 0.00 0.00 143.28 150.0 Commscope SBNHH- 3 3.017 3.319 0.83 0.75 15.27 0.000 0.000 50.67 0.00 0.00 181.08 150.0 Rat Platform w/ Han 1 3.017 3.319 1.00 1.00 42.40 0.000 0.000 140.71 0.00 0.00 1,950.00 150.0 Antel LPA-8008016CF 3 3.017 3.319 0.75 0.75 14.57 0.000 0.000 48.34 0.00 0.00 86.40 687.13 4,343.10 Pole : 82517 Code: ANSI/TIA-222 Rev G Y Location : Biggs CA, CA Struct Class : II 8/8/2014 9:01:38 AM Height : 150.0 (ft) Exposure Category: C Page: 20 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape: 12 Sides X Taper: 0.149973 (in/ft) 02007-2014byATCtPLLC. Attrights reserved. Load Case: 1.213+ 1.013i + 1.OWi 30.00 mph with 0.00 in Radial Ice 25 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 Linear Appurtenance Segment Forces (Factored) Seg Top Exposed Cf Dead Bev Exposed Length Width Area CaAa cR Adjust FX Load (ft) Description To Wind (tt) Ca (in) (sem) (sgft) (psf) Ra Factor (lb) (lb) 10.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 1.860 0.275 0.000 2.06 4.75 10.00 (6)1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 1.860 0.275 0.000 6.08 39.34 10.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 1.860 0.275 0.000 0.00 21.57 10.00 (1) 2 1/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 1.860 0.275 0.000 0.00 38.20 10.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 1.860 0.275 0.000 2.30 334.85 15.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 1.860 0.280 0.000 2.06 4.75 15.00 (6)1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 1.860 0.280 0.000 6.08 39.34 15.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 1.860 0.280 0.000 0.00 21.57 15.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 1.860 0.280 0.000 0.00 38.20 15.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 1.860 0.280 0.000 2.30 334.85 20.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 1.974 0.287 0.000 2.18 4.75 20.00 (6)1 518" Coax Yes 5.00 1.200 5.94 2.47 2.97 1.974 0.287 0.000 6.45 39.34 20.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 1.974 0.287 0.000 0.00 21.57 20.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 1.974 0.287 0.000 0.00 38.20 20.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 1.974 0.287 0.000 2.44 334.85 25.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 2.069 0.293 0.000 2.29 4.75 25.00 (6)1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 2.069 0.293 0.000 6.76 39.34 25.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.069 0.293 0.000 0.00 21.57 25.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.069 0.293 0.000 0.00 38.20 25.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 2.069 0.293 0.000 2.56 334.85 30.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 _ 2.150 0.300 0.000 2.38 4.75 30.00 (6)1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 2.150 0.300 0.000 7.02 39.34 30.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.150 0.300 0.000 0.00 21.57 30.00 (1) 2 1/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.150 0.300 0.000 0.00 38.20 30.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 2.150 0.300 0.000 2.66 334.85 35.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 2.221 0.307 0.000 2.46 4.75 35.00 (6)1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 2.221 0.307 0.000 7.26 39.34 35.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.221 0.307 0.000 0.00 21.57 35.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.221 0.307 0.000 0.00 38.20 35.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 2.221 0.307 0.000 2.75 334.85 40.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 2.284 0.314 0.000 2.53 4.75 40.00 (6)1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 2.284 0.314 0.000 7.46 39.34 40.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.284 0.314 0.000 0.00 21.57 40.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.284 0.314 0.000 0.00 38.20 40.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 2.284 0.314 0.000 2.83 334.85 45.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 2.342 0.322 0.000 2.59 4.75 45.00 (6)1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 2.342 0.322 0.000 7.65 39.34 45.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.342 0.322 0.000 0.00 21.57 45.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.342 0.322 0.000 0.00 38.20 45.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 2.342 0.322 0.000 2.90 334.85 48.08 (1) EW63 Yes 3.08 1.200 2.01 0.52 0.62 2.374 0.328 0.000 1.62 2.93 48.08 (6)1 518" Coax Yes 3.08 1.200 5.94 1.53 1.83 2.374 0.328 0.000 4.78 24.26 48.08 (2)1" Conduit Yes 3.08 0.000 0.00 0.00 0.00 2.374 0.328 0.000 0.00 13.30 48.08 (1) 21 /2" Conduit Yes 3.08 0.000 0.00 0.00 0.00 2.374 0.328 0.000 0.00 23.56 48.08 (4)#18 DYWIDAG Yes 3.08 1.200 2.25 0.58 0.69 2.374 0.328 0.000 1.81 206.49 50.00 (1) EW63 Yes 1.92 1.200 2.01 0.32 0.39 2.394 0.332 0.000 1.01 1.82 50.00 (6)1 5/8" Coax Yes 1.92 1.200 5.94 0.95 1.14 2.394 0.332 0.000 3.00 15.08 50.00 (2)1" Conduit Yes 1.92 0.000 0.00 0.00 0.00 2.394 0.332 0.000 0.00 8.27 50.00 (1) 21 /2" Conduit Yes 1.92 0.000 0.00 0.00 0.00 2.394 0.332 0.000 0.00 14.64 50.00 (4) #18 DYWIDAG Yes 1.92 1.200 2.25 0.36 0.43 2.394 0.332 0.000 1.14 128.36 53.00 (1) EW63 Yes 3.00 1.200 2.01 0.50 0.60 2.424 0.337 0.000 1.61 2.85 Pole : 82517 Code: ANSI/TLA-222 Rev G Y Location : Biggs CA, CA Struct Class : II 8/8/2014 9:01:38 AM Height: 150.0 (ft) Exposure Category: C Page: 21 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape : 12 Sides X Taper: 0.149973 (int t) ©2007-2014byATC/PLLC. All rights reserved. Load Case: 1.213+ 1.ODi'+ 1.OWi 30.00 mph with 0.00 in Radial Ice 25 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 53.00 (6115/8" Coax Yes 3.00 1.200 5.94 1.49 1.78 2.424 0.337 0.000 4.75 23.60 53.00 (2)1" Conduit Yes 3.00 0.000 0.00 0.00 0.00 2.424 0.337 0.000 0.00 12.94 53.00 (1) 21/2" Conduit Yes 3.00 0.000 0.00 0.00 0.00 2.424 0.337 0.000 0.00 22.92 53.00 (4) #18 DYWIDAG Yes 3.00 1.200 2.25 0.56 0.68 2.424 0.337 0.000 1.80 200.91 55.00 (1) EW63 Yes 2.00 1.200 2.01 0.34 0.40 2.443 0.335 0.000 1.08 1.90 55.00 (6)1 5/8" Coax Yes 2.00 1.200 5.94 0.99 1.19 2.443 0.335 0.000 3.19 15.73 55.00 (2)1" Conduit Yes 2.00 0.000 0.00 0.00 0.00 2.443 0.335 0.000 0.00 8.63 55.00 (1) 21 /2" Conduit Yes 2.00 0.000 0.00 0.00 0.00 2.443 0.335 0.000 0.00 15.28 55.00 (4) #18 DYWIDAG Yes 2.00 1.200 2.25 0.38 0.45 2.443 0.335 0.000 1.21 133.94 60.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 2.488 0.341 0.000 2.75 4.75 60.00 (6)1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 2.488 0.341 0.000 8.13 39.34 60.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.488 0.341 0.000 0.00 21.57 60.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.488 0.341 0.000 0.00 38.20 60.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 2.488 0.341 0.000 3.08 334.85 65.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 2.530 0.350 0.000 2.80 4.75 65.00 (61115/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 2.530 0.350 0.000 8.27 39.34 65.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.530 0.350 0.000 0.00 21.57 65.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.530 0.350 0.000 0.00 38.20 65.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 2.530 0.350 0.000 3.13 334.85 70.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 2.570 0.360 0.000 2.84 4.75 70.00 (6)1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 2.570 0.360 0.000 8.40 39.34 70.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.570 0.360 0.000 0.00 21.57 70.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.570 0.360 0.000 0.00 38.20 70.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 2.570 0.360 0.000 3.18 334.85 75.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 2.607 0.370 0.000 2.88 4.75 75.00 (6)1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 2.607 0.370 0.000 8.52 39.34 75.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.607 0.370 0.000 0.00 21.57 75.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.607 0.370 0.000 0.00 38.20 75.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 2.607 0.370 0.000 3.23 334.85 78.00 (1) EW63 Yes 3.00 1.200 2.01 0.50 0.60 2.629 0.379 0.000 1.74 2.85 78.00 (6)1 5/8" Coax Yes 3.00 1.200 5.94 1.49 1.78 2.629 0.379 0.000 5.15 23.60 78.00 (2)1" Conduit Yes 3.00 0.000 0.00 0.00 0.00 2.629 0.379 0.000 0.00 12.94 78.00 (1) 21/2" Conduit Yes 3.00 0.000 0.00 0.00 0.00 2.629 0.379 0.000 0.00 22.92 78.00 (4) #18 DYWIDAG Yes 3.00 1.200 2.25 0.56 0.68 2.629 0.379 0.000 1.95 200.91 80.00 (1) EW63 Yes 2.00 1.200 2.01 0.34 0.40 2.643 0.384 0.000 1.17 1.90 80.00 (6)1 518" Coax Yes 2.00 1.200 5.94 0.99 1.19 2.643 0.384 0.000 3.45 15.73 80.00 (2)1" Conduit Yes 2.00 0.000 0.00 0.00 0.00 2.643 0.384 0.000 0.00 8.63 80.00 (1) 21/2" Conduit Yes 2.00 0.000 0.00 0.00 0.00 2.643 0.384 0.000 0.00 15.28 80.00 (4) #18 DYWIDAG Yes 2.00 1.200 2.25 0.38 0.45 2.643 0.384 0.000 1.31 133.94 85.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 2.677 0.346 0.000 2.96 4.75 85.00 (6)1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 2.677 0.346 0.000 8.75 39.34 85.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.677 0.346 0.000 0.00 21.57 85.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.677 0.346 0.000 0.00 38.20 85.00 (4) #18 DYWIDAG Yes 2.33 1.200 2.25 0.44 0.52 2.677 0.346 0.000 1.55 156.25 90.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 2.709 0.315 0.000 3.00 4.75 90.00 (6)1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 2.709 0.315 0.000 8.85 39.34 90.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.709 0.315 0.000 0.00 21.57 90.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.709 0.315 0.000 0.00 38.20 95.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 2.740 0.325 0.000 3.03 4.75 95.00 (6)1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 2.740 0.325 0.000 8.95 39.34 95.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.740 0.325 0.000 0.00 21.57 95.00 (1) 21 /2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.740 0.325 0.000 0.00 38.20 96.92 (1) EW63 Yes 1.92 1.200 2.01 0.32 0.39 2.752 0.332 0.000 1.17 1.82 96.92 (6)1 5/8" Coax Yes 1.92 1.200 5.94 0.95 1.14 2.752 0.332 0.000 3.45 15.08 96.92 (2)1" Conduit Yes 1.92 0.000 0.00 0.00 0.00 2.752 0.332 0.000 0.00 8.27 96.92 (1) 21/2" Conduit Yes 1.92 0.000 0.00 0.00 0.00 2.752 0.332 0.000 0.00 14.64 100.0 (1) EW63 Yes 3.08 1.200 2.01 0.52 0.62 2.770 0.338 0.000 1.89 2.93 Pole: 82517 Code: ANSI/TIA-222 Rev G Y Location : Biggs CA, CA Struct Class : II 8/8/2014 9:01:38 AM Height : 150.0 (ft) Exposure Category: C Page: 22 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape: 12 Sides X Taper: 0.149973 (in/ft) 02007-2014byATC/PLLC. AH rights reserved. Load Case: 1.213+ 1.01)i + 1.OWi 30.00 mph with 0.00 in Radial Ice 25 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 100.0 (6)1 5/8" Coax Yes 3.08 1.200 5.94 1.53 1.83 2.770 0.338 0.000 5.58 24.26 100.0 (2) 1" Conduit Yes 3.08 0.000 0.00 0.00 0.00 2.770 0.338 0.000 0.00 13.30 100.0 (1) 2 1/2" Conduit Yes 3.08 0.000 0.00 0.00 0.00 2.770 0.338 0.000 0.00 23.56 101.0 (1) EW63 Yes 1.00 1.200 2.01 0.17 0.20 2.776 0.342 0.000 0.61 0.95 101.0 (6)1 5/8" Coax Yes 1.00 1.200 5.94 0.49 0.59 2.776 0.342 0.000 1.81 7.87 101.0 (2)1" Conduit Yes 1.00 0.000 0.00 0.00 0.00 2.776 0.342 0.000 0.00 4.31 101.0 (1) 21/2" Conduit Yes 1.00 0.000 0.00 0.00 0.00 2.776 0.342 0.000 0.00 7.64 105.0 (1) EW63 Yes 4.00 1.200 2.01 0.67 0.80 2.799 0.342 0.000 2.48 3.80 105.0 (6)1 5/8" Coax Yes 4.00 1.200 5.94 1.98 2.38 2.799 0.342 0.000 7.32 31.47 105.0 (2)1" Conduit Yes 4.00 0.000 0.00 0.00 0.00 2.799 0.342 0.000 0.00 17.26 105.0 (1) 21/2" Conduit Yes 4.00 0.000 0.00 0.00 0.00. 2.799 0.342 0.000 0.00 30.56 110.0 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 2.826 0.353 0.000 3.12 4.75 110.0 (6)1 518" Coax Yes 5.00 1.200 5.94 2.47 2.97 2.826 0.353 0.000 9.23 39.34 110.0 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.826 0.353 0.000 0.00 21.57 110.0 (1) 21 /2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 2.826 0.353 0.000 0.00. 38.20 115.0 (1) EW63 Yes 5.00 0.000 2.01 0.84 0.00 2.853 0.092 °0.000 0.00 4.75 120.0 (1)EW63 Yes 5.00 0.000 2.01 0.84 0.00 2.879 0.096 0.000 0.00 4.75 ' a Totals: 266.74 7,369.39 • a r Pole : 82517 Code: ANSI/TIA-222 Rev G Y Location : Biggs CA, CA Struct Class : II 8/812014 9:01:38 AM Height: 150.0 (ft) Exposure Category: C Page: 23 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape: 12 Sides X Taper: 0.149973 (intt) ©2007-2014byATC/PLLC. Allrights reserved Load Case: 1.213+ 1.01)i + 1.OWi 30.00 mph with 0.00 in Radial Ice 25 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor: 1.00, Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Bev FX (-) FY (-) MY MZ (ft) (lb) (lb) (Ib -ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 5.00 38.80 1,019.20 0.00. 0.00 10.00 48.44 1,604.58 0.00 0.00 15.00 47.65 1,589.15 0.00 0.00 20.00 49.71 1,573.72 0.00 0.00 25.00 .51.22 1,558.29 0.00 0.00 30.00 52.31 1,542.86 0.00 0.00 35.00 53.08 1,527.43 0.00 0.00 40.00 53.62 1,512.00 0.00 0.00 45.00 53.97 1,496.57 0.00 0.00 48.08 33.24 915.19 0.00 0.00 50.00 20.90 754.29 0.00 0.00 53.00 32.81 1,172.45 0.00 0.00 55.00 21.84 540.77 0.00 0.00 60.00 54.86 1,343.30 0.00 0.00 65.00 54.71 1,330.98 0.00 0.00 70.00 54.48 1,318.66 0.00 0.00 75:00 54.16 1,306.33 0.00 0.00 78.00 32.23 777.88 0.00 0.00 80.00 21.37 407.32 0.00 0.00 85.00 51.55 831.09 0.00 0.00 90.00 49.45 662.51 0.00 0.00 95.00 48.85 650.18 0.00 0.00 96.92 18.49 245.96 0.00 0.00 100.0 29.95 566.61 0.00 0.00 101.0 9.64 181.98 0.00 0.00 105.0 38.39 432.69 0.00 0.00 110.0 224.28 2,206.50 0.00. 0.00 115.0 34.12 330.71 0.00 0.00 120.0 280.34 528.14 0.00 0.00 125.0 32.24 307.43 0.00 0.00 130.0 31.26 298.16 0.00 0.00 135.0 30.25 288.89 0.00 0.00 140.0 29.21 279.63 0.00 0.00 145.0 28.15 270.36 0.00 0.00 150.0 290.14 2,723.49 0.00 0.00 Totals: 2,055.74 34,095.34 0.00 0.00 Pole : 82517 Code: ANSI/TIA-222 Rev G Location : Biggs CA, CA Struct Class : 11 Y 8/8/2014 9:01:38 AM Height: 150.0 (ft) Exposure Category: C Page: 24 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape : 12 SidesX Taper: 0.149973 (Intft) ©2007-2014byATC1PLLC. AOrights reserved. Load Case: 1.21)+ 1.ODi + 1.OWi 30.00 mph with 0.00 in Radial Ice 25 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Bev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -34.09 -2.06 0.00 -195.22 0.00 195.22 2,412.87 1,206.43 3,661.98 1,803.58 0.00 0.00 0.077 5.00 -33.07 -2.04 0.00 -184.90 0.00 184.90 2,386.37 1,193.19 3,537.43 1,747.01 0.01 -0.03 0.075 10.00 -31.47 -2.00 0.00 -174.71 0.00 174.71 2,358.93 1,179.46 3,423.15 1,690.57 0.06 -0.05 0.072 15.00 -29.88 -1.97 0.00 -164.69 0.00 164.69 2,330.53 1,165.26 3.309.23 1,634.31 0.13 -0.08 0.070 20.00 -28.30 -1.93 0.00 -154.84 0.00 154.84 2,301.17 1,150.59 3,195.76 1,578.27 0.22 -0.11 0.067 25.00 -26.75 -1.89 0.00 -145.20 0.00 145.20 2,270.87 1,135.43 3,082.83 1,522.49 0.35 -0.13 0.064 30.00 -25.20 -1.84 0.00 -135.77 0.00 135.77 2,239.61 1,119.81 2,970.53 1,467.03 0.50 -0.16 0.061 35.00 -23.67 -1.79. 0.00 -126.56 0.00 126.56 2,207.40 1,103.70 2,858.94 1,411.92 0.68 -0.18 0.058 40.00 -22.16 -1.75 0.00 -117.59 0.00 117.59 2,174.24 1,087.12 2,748.16 1,357.21 0.88 -0.21 0.056 45.00 -20.66 -1.69 0.00 -108.86 0.00 108.86 2,140.12 1,070.06 2,638.27 1,302.94 1.11 -0.23 0.053 48.08 -19.75 -1.66 0.00 -103.64 0.00 103.64 2,118.61 1,059.31 2,571.00 1,269.72 1.26 -0.25 0.051 50.00 -18.99 -1.64 0.00 -100.46 0.00 100.46 2,105.06 1,052.53 2,529.37 1,249.16 1.36 -0.26 0.049 53.00 -17.82 -1.60 0.00 -95.54 0.00 95.54 1,539.27 769.64 1,860.74 918.95 1.53 -0.27 0.058 55.00 -17.28 -1.59 0.00 -92.33 0.00 92.33 1,530.88 765.44 1,831.50 904.51 1.65 -0.28 0.057 60.00 -15.94 -1.53 0.00 -84.40 0.00 84.40 1,509.24 754.62 1,758.52 868.47 1.95 -0.30 0.053 65.00 -14.61 -1.47 0.00 -76.75 0.00 76.75 1,486.65 743.32 1,685.82 832.56 2.28 -0.33 0.049 70.00 -13.29 -1.42 0.00 -69.38 0.00 69.38 1,463.10 731.55 1,613.47 796.83 2.64 -0.35 0.045 75.00 -11.98 -1.36 0.00 -62.29 0.00 62.29 1,438.60 719.30 1,541.57 761.33 3.02 -0.37 0.042 78.00 -11.20 -1.32 0.00 -08.22 0.00 58.22 1,423.45 711.72 1,498.69 740.15 3.25 -0.39 0.039 78.00 -11.20 -1.32 0.00 -58.22 0.00 58.22 1,423.45 711.72 1,498.69 740.15 3.25 -0.39 0.087 80.00 -10.80 -1.30 0.00 -55.57 0.00 55.57 1,413.15 706.58 1,470.22 726.08 3.42 -0.39 0.084 85.00 -9.96 -1.25 0.00 -49.05 0.00 .49.05 1,386.75 693.37 1,399.48 691.15 3.85 -0.44 0.078 90.00 -9.30 -1.21 0.00 -42.78 0.00 42.78 1,359.39 679.70 1,329.47 656.57 4.34 -0.48 0.072 95.00 -8.65 -1.16 0.00 -36.74 0.00 36.74 1,331.09 665.54 1,260.26 622.39 4.86 -0.52 0.066 96.92 -8.40 -1.14 0.00 -34.53 0.00 34.53 1,319.98 659.99 1,233.96 609.41 5.08 -0.54 0.063 100.00 -7.84 -1.11 0.00 -01.02 0.00 31.02 1,301.82 650.91 1,191.94 588.66 5.43 -0.56 0.059 101.00 -7.66 -1.10 0.00 -29.91 0.00 29.91 880.79 440.40 819.23 404.59 5.55 -0.57 0.083 105.00 -7.22 -1.06 0.00 -25.53 0.00 25.53 868.50 434.25 786.12 388.24 6.04 -0.60 0.074 110.00 -0.02 -0.81 0.00 -20.24 0.00 20.24 852.27 426.14 744.85 367.85 6.69 -0.64 0.061 115.00 -4.69 -0.78 0.00 -16.17 0.00 16.17 835.10 417.55 703.78 347.57 7.38 -0.67 0.052 120.00 -4.16 -0.49 0.00 -12.28 0.00 12.28 816.97 408.48 663.01 327.44 8.10 -0.70 0.043 125.00 -3.85 -0.46 0.00 -9.82 0.00 9.82 797.89 398.94 622.64 307.50 8.85 -0.73 0.037 130.00 -0.56 -0.43 0.00 -7.52 0.00 7.52 777.85 388.93 582.74 287.79 9.63 -0.75 0.031 135.00 -3.27 -0.39 0.00 -5.40 0.00 5.40 756.86 378.43 543.40 268.37 10.43 -0.77 0.024 140.00 -2.99 -0.36 0.00 -3.44 0.00 3.44 734.92 367.46 504.72 249.26 11.25 -0.79 0.018 145.00 -2.72 -0.33 0.00 -1.64 0.00 1.64 711.34 355.67 466.34 230.31 12.08 -0.80 0.011 150.00 0.00 -0.29 0.00 0.00 0.00 0.00 677.88 338.94 423.25 209.03 12.93 -0.80 0.000 Pole : 82517 Code: ANSVTIA-222 Rev G Y Location : Biggs CA, CA Struct Class : II 8/8/2014 9:01:38 AM Height: 150.0 (ft) Exposure Category: C Page: 25 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape: 12 Sides X Taper: 0.149973 (intft) ©2007-2014byATCIPLLC. All rights resery ed. ' Load Case: 1.213+ 1.0E Dead Load with Seismic 26 Iterations Gust Response Factor: 1.10 Sds : 0.52 Ss : 0.59 Dead Load Factor: 1.20 Seismic Load Factor: 1.00 Sd1 : 0.33 S1 : 0.27 Wind Load Factor: 0.00 Structure Frequency: 0.2270 SA: 0.08 Seismic Importance Factor: 1.00 Total Segment Forces (Factored) R: 1.50 Seg Top Lateral Elev Wz Fs (ft) Description (lb) a b c (lb) 0.00 0.00 0.00 0.00 0.00 0.00 5.00 622.67 0.00 0.03 0.02 35.97 10.00 609.81 0.01 0.05 0.03 49.52 15.00 596.95 0.02 0.06 0.04 55.08 20.00 584.09 0.03 0.07 0.04 57.15 25.00 571.23 0.05 0.07 0.04 57.73 30.00 558.37 0.08 0.07 0.04 57.85 35.00 545.51 0.10 0.07 0.04 57.91 40.00 532.66 0.13 0.07 0.03 57.94 45.00 519.80 0.17 0.07 0.03 57.63 48.08 Bot - Section 2 314.13 0.19 0.06 0.02 34.99 50.00 349.76 0.21 0.06 0.02 38.90 53.00 Top - Section 1 540.63 0.24 0.06 0.02 59.38 55.00 159.71 0.25 0.05 0.02 17.23 60.00 392.07 0.30 0.04 0.01 38.54 65.00 381.80 0.35 0.03 0.01 30.29 70.00 371.53 0.41 0.01 0.01 18.13 75.00 361.26 0.47-0.01 0.01 2.78 78.00 Reinf. Top 211.83 0.51 -0.02 0.01 -4.16 80.00 139.16 0.54-0.03 0.01 -0.26 85.00 340.72 0.61 -0.06 0.02 -26.72 90.00 330.45 0.68 -0.08 0.03 -35.37 95.00 320.18 0.76 -0.10 0.04 -38.62 96.92 Bot - Section 3 120.01 0.79-0.11 0.05 -14.61 100.0 335.49 0.84-0.12 0.07 -39.93 101.0 Top - Section 2 107.33 0.86-0.12 0.07 -12.55 105.0 183.26 0.93-0.12 0.10 -18.89 110.0 Appertunance(s) 4209.62 1.02-0.11 0.14 -308.98 115.0 214.39 1.11 -0.06 0.19 -6.52 120.0 Appertunance(s) 272.67 1.21 0.01 0.26 7.03 125.0 198.95 1.31 0.14 0.35 18.98 130.0 191.23 1.42 0.32 0.45 34.16 135.0 183.50 1.53 0.58 0.58 50.61 140.0 175.78 1.65 0.93 0.73 68.08 145.0 168.06 1.77 1.39 0.92 86.30 150.0 Appertunance(s) 2639.83 1.89 1.98 1.14 1728.67 Totals: 18,354.45 2,209.26 Total Wind: 25,179.6 Seismic Base Shear Not Tested Due To User Override - Analysis Required Pole : 82517 Code: ANSI/f [A-222 Rev G Location : Biggs CA, CA Struct Class : II Y 8/8/2014 9:01:39 AM Height: 150.0 (ft) Exposure Category: C Page: 26 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape: 12 Sides ){ Taper: 0.149973 (infft) 02007-2014byATC1PLLC. All rights reserved. Load Case: 1.21) + 1.0E Dead Load with Seismic 26 Iterations Gust Response Factor: 1.10 Sds 0.52 Ss : 0.59 Dead Load Factor: 1.20 Seismic Load Factor: 1.00 Sd1 : 0.33 S1 : 0.27 Wind Load Factor: 0.00 Structure Frequency: 0.2270 SA: 0.08 Seismic Importance Factor: 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Bev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -34.71 -2.73 0.00 -345.22 0.00 345.22 2,412.87 1,206.43 3,651.98 1,803.58 0.00 0.00 0.129 5.00 -33.69 -2.73 0.00 -331.55 0.00 331.55 2,386.37 1,193.19 3,537.43 1,747.01 0.03 -0.05 0.127 10.00 -32.11 -2.70 0.00 -317.91 0.00 317.91 2,358.93 1,179.46 3,423.15 1,690.57 0.10 -0.09 0.124 15.00 -30.54 -2.67 0.00 -004.41 0.00 304.41 2,330.53 1.165.26 3,309.23 1,634.31 0.23 -0.14 0.121 20.00 -28.99 -2.63 0.00 -291.06 0.00 291.06 2,301.17 1,150.59 3,195.76 1,578.27 0.40 -0.19 0.118 25.00 -27.46 -2.59 0.00 -277.90 0.00 277.90 2,270.87 1,135.43 3,082.83 1,522.49 0.63 -0.24 0.116 30.00 -25.94 -2.55 0.00 -264.94 0.00 264.94 2,239.61 1,119.81 2,970.53 1,467.03 0.91 -0.29 0.113 35.00 -24.43 -2.51 0.00 -252.19 0.00 252.19 2,207.40 1,103.70 2,858.94 1,411.92 1.24 -0.34 0.110 40.00 -22.95 -2.46 0.00 -239.66 0.00 239.66 2,174.24 1,087.12 2,748.16 1,357.21 1.62 -0.39 0.107 45.00 -21.47 -2.40 0.00 -227.37 0.00 227.37 2,140.12 1,070.06 2,638.27 1,302.94 2.05 -0.44 0.104 48.08 .-20.57 -2.37 0.00 -219.96 0.00 219.96 2,118.61 1,059.31 2,571.00 1,269.72 2.35 -0.47 0.102 50.00 -19.83 -2.34 0.00 -215.41 0.00 215.41 2,105.06 1,052.53 2,529.37 1,249.16 2.54 -0.49 0.099 53.00 -18.67 -2.27 0.00 -208.41 0.00 208.41 1,539.27 769.64 1,860.74 918.95 2.86 -0.52 0.119 55.00 -18.14 -2.26 0.00 -203.86 0.00 203.86 1,530.88 765.44 1,831.50 904.51 3.09 -0.54 0.118 60.00 -16.82 -2.23 0.00 -192.54 0.00 192.54 1,509.24 754.62 1,758.52 868.47 3.68 -0.60 0.113 65.00 -15.51 -2.20 0.00 -181.40 0.00 181.40 1,486.65 743.32 1,685.82 832.56 4.34 -0.65 0.109 70.00 -14.21 -2.18 0.00 -170.40 0.00 170.40 1,463.10 731.55 1,613.47 796.83 5.05 -0.71 0.104 75.00 -12.93 -2.17 0.00 -159.51 0.00 159.51 1,438.60 719.30 1,541.57 761.33 5.83 -0.76 0.100 78.00 -12.17 -2.17 0.00 -153.00 0.00 153.00 1,423.45 711.72 1,498.69 740.15 6.32 -0.80 0.097 78.00 -12.17 -2.17 0.00 -153.00 0.00 153.00 1,423.45 711.72 1,498.69 740.15 6.32 -0.80 0.215 80.00 -11.76 -2.17 0.00 -148.67 0.00 148.67 1,413.15 706.58 1,470.22 726.08 6.66 -0.82 0.213 85.00 -10.95 -2.19 0.00 -137.79 0.00 137.79 1,386.75 693.37 1,399.48 691.15 7.58 -0.94 0.207 90.00 -10.30 -2.20 0.00 -126.86 0.00 126.86 1,359.39 679.70 1,329.47 656.57 8.63 -1.07 0.201 95.00 -9.66 -2.20 0.00 -115.88 0.00 115.88 1,331.09 665.54 1,260.26 622.39 9.82 -1.19 0.193 96.92 -9.42 -2.20 0.00 -111.66 0.00 111.66 1,319.98 659.99 1,233.96 609.41 10.31 -1.24 0.190 100.00 -8.86 -2.20 0.00 -104.86 0.00 104.86 1,301.82 650.91 1,191.94 588.66 11.13 -1.32 0.185 101.00 -8.68 -2.21 0.00 -102.66 0.00 102.66 880.79 440.40 819.23 404.59 11.41 -1.35 0.264 105.00 -8.26 -2.21 0.00 -93.84 0.00 93.84 868.50 434.25 786.12 388.24 12.59 -1.45 0.251 110.00 5.87 -2.17 0.00 -82.77 0.00 82.77 852.27 426.14 744.85 367.85 14.18 -1.60 0.232 115.00 5.53 -2.17 0.00 -71.94 0.00 71.94 835.10 417.55 703.78 347.57 15.94 -1.75 0.214 120.00 -4.61 -2.15 0.00 51.08 0.00 61.08 816.97 408.48 663.01 327.44 17.85 -1.89 0.192 125.00 -4.30 -2.13 0.00 50.35 0.00 50.35 797.89 398.94 622.64 307.50 19.91 -2.03 0.169 130.00 -4.00 -2.09 0.00 -09.72 0.00 39.72 777.85 388.93 582.74 287.79 22.10 -2.15 0.143 135.00 -3.71 -2.03 0.00 -29.28 0.00 29.28 756.86 378.43 543.40 268.37 24.41 -2.26 0.114 140.00 -3.43 -1.96 0.00 -19.11 0.00 19.11 734.92 367.46 504.72 249.26 26.82 -2.34 0.081 145.00 -3.16 -1.86 0.00 -9.32 0.00 9.32 711.34 355.67 466.34 230.31 29.31 -2.40 0.045 150.00 0.00 -1.73 0.00 0.00 0.00 0.00 677.88 338.94 ' 423.25 209.03 31.83 -2.42 0.000 Pole : 82517 Code: ANSIITIA-222 Rev G Y Location : Biggs CA, CA Struct Class : II 8/8/2014 9:01:39 AM Height: 150.0 (ft) Exposure'Category: C Page: 27 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape: 12 Sides x Taper: 0.149973 (in/ft) 02007-2014byATCtPLLC. Ail rights reserved. Load Case: 0.913 + 1.0E Dead Load with Seismic (Reduced DL) 26 Iterations Gist Response Factor: 1.10 Sds : 0.52 Ss : 0.59 Dead Load Factor: 0.90 Seismic Load Factor: 1.00 Sd1 : 0.33 S1 : 0.27 Wind Load Factor 0.00 Structure Frequency: 0.2270 SA: 0.08 Seismic Importance Factor: 1.00 Total Segment Forces (Factored) R: 1.50 Seg Top I Lateral Bev Wz Fs (ft) Description (lb) a b c (lb) 0.00 0.00 0.00 0.00 0.00 0.00 5.00 622.67 0.00 0.03 0.02 35.97 - 10.00 609.81 0.01 0.05 0.03 49.52 15.00 596.95 0.02 0.06 0.04 55.08 20.00 584.09 0.03 0.07 0.04 57.15 25.00 571.23 0.05 0.07 0.04 57.73 30.00 558.37 0.08 0.07 0.04 57.85 35.00 545.51 0.10 0.07 0.04 57.91 40.00 532.66 0.13 0.07 0.03 57.94 45.00 519.80 0.17 0.07 0.03 57.63 48.08 Bot - Section 2 314.13 0.19 0.06 0.02 • 34.99 50.00 349.76 0.21 0.06 0.02 38.90 53.00 Top - Section 1 540.63 0.24 0.06 0.02 59.38 55.00 159.71 0.25 0.05 0.02 . 17.23 60.00 392.07 0.30 0.04 0.01 38.54 65.00 381.80 0.35 0.03 0.01 30.29 70.00 371.53 0.41 0.01 0.01 18.13 75.00 F 361.26 0.47 -0.01 0.01 2.78 78.00 Reinf. Top 211.83 0.51 -0.02 0.01 -4.16 80.00 139.16 0.54-0.03 0.01 -5.26 85.00 340.72 0.61 -0.06 0.02 -26.72 90.00 330.45 0.68-0.08 0.03 -35.37 95.00 320.18 0.76 -0.10 0.04 -38.62 96.92 Bot - Section 3 120.01 0.79-0.11 0.05 -14.61 100.0 335.49 0.84-0.12 0.07 -39.93 101.0 Top - Section 2 107.33 0.86-0.12 0.07 -12.55 105.0 183.26 0.93-0.12 0.10 -18.89 110.0 Appertunance(s) 4209.62 1.02-0.11 0.14 -308.98 115.0 214.39 1.11 -0.06 0.19 -6.52 120.0 Appertunance(s) 272.67 1.21 0.01 0.26 7.03 125.0 198.95 1.31 0.14 0.35 18.98 130.0 191.23 1.42 0.32 0.45 34.16 135.0 183.50 1.53 0.58 0.58 50.61 140.0 175.78 1.65 0.93 0.73 68.08 145.0 168.06 1.77 1.39 0.92 86.30 150.0 Appertunance(s) 2639.83 1.89 1.98 1.14 1728.67 Totals: 18,354.45 2,209.26 Total Wind : 25,179.6 Seismic Base Shear Not Tested Due To User Override - Analysis Required Pole : 82517 Code: ANSVTIA-222 Rev G Y Location: Biggs CA, CA Struct Class : II 8/8/2014 9:01:39 AM Height: 150.0 (ft) Exposure Category: C Page: 28 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape: 12 Sides X Taper: 0.149973 (inlft) ©2007-2014byATC/PLLC. All rights reserved. 7,11 Load Case: 0.913+ 1.0E Dead Load with Seismic (Reduced DL) 26 Iterations Gust Response Factor: 1.10 Sds : 0.52 Ss :0.59 Dead Load Factor: 0.90 Seismic Load Factor: 1.00 Sd1 : 0.33 S1 :0.27 Wind Load Factor: 0.00 Structure Frequency: 0.2270 SA: 0.08 Seismic Importance Factor: 1.00 Calculated Forces Seg Pu. Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -27.10 -2.73 0.00 -339.25 0.00 339.25 2,412.87 1,206.43 3,651.98 1,803.58 0.00 0.00 0.125 5.00 -26.26 -2.72 0.00 -325.59 0.00 325.59 2,386.37 1,193.19 3,537.43 1,747.01 0.02 -0.05 0.123 10.00 -25.01 -2.69 0.00 -312.01 0.00 312.01 2,358.93 1,179.46 3,423.15 1,690.57 0.10 -0.09 0.120 15.00 -23.76 -2.65 0.00 -298.58 0.00 298.58 2,330.53 1.165.26 3,309.23 1,634.31 0.22 -0.14 0.117 20.00 -22.53 -2.61 0.00 -285.34 0.00 285.34 2,301.17 1,150.59 3,195.76 1,578.27 0.39 -0.19 0.114 25.00 -21.31 -2.56 0.00 -272.31 0.00 272.31 2,270.87 1,135.43 3,082.83 1,622.49 0.62 -0.24 0.112 30.00 -20.10 -2.52 0.00 -259.50 0.00 259.50 2,239.61 1,119.81 2,970.53 1,467.03 0.89 -0.28 0.109 35.00 -18.91 -2.47 0.00 -246.92 0.00 246.92 2,207.40 1,103.70 2,858.94 1,411.92 1.21 -0.33 0.106 40.00 -17.72 -2.42 0.00 -234.58 0.00 234.58 2,174.24 1,087.12 2,748.16 1,357.21 1.59 -0.38 0.103 45.00 -16.55 -2.36 0.00 -222.50 0.00 222.50 2,140.12 1,070.06 2,638.27 1,302.94 2.02 -0.43 0.100 48.08 -15.83 -2.33 0.00 -215.21 0.00 215.21 2,118.61 1,059.31 2,571.00 1,269.72 2.30 -0.46 0.098 50.00 -15.25 -2.29 0.00 -210.75 0.00 210.75 2,105.06 1,052.53 2,529.37 1,249.16 2.49 -0.48 0.096 53.00 -14.34 -2.23 0.00 -203.87 0.00 203.87 1,539.27 769.64 1,860.74 918.95 2.81 -0.51 0.115 55.00 -13.91 -2.22 0.00 -199.41 0.00 199.41 1,530.88 765.44 1,831.50 904.51 3.03 -0.53 0.113 60.00 -12.85 -2.18 0.00 -188.31 0.00 188.31 1,509.24 754.62 1,758.52 868.47 3.61 -0.59 0.109 65.00 -11.80 -2.15 0.00 -177.40 0.00 177.40 1,486.65 743.32 1,685.82 832.56 4.26 -0.64 0.105 70.00 -10.76 -2.13 0.00 -166.64 0.00 166.64 1,463.10 731.55 1,613.47 796.83 4.95 -0.69 0.101 75.00 -9.73 -2.12 0.00 -155.98 0.00 155.98 1,438.60 719.30 1,541.57 761.33 5.71 -0.75 0.096 78.00 -9.12 -2.12 0.00 -149.61 0.00 149.61 1,423.45 711.72 1,498.69 740.15 6.19 -0.78 0.094 78.00 -9.12 -2.12 0.00 -149.61 0.00 149.61 1,423.45 711.72 1,498.69 740.15 6.19 -0.78 0.209, 80.00 -8.82 -2.13 0.00 -145.37 0.00 145.37 1,413.15 706.58 1,470.22 726.08 6.52 -0.80 0.206 85.00 -8.20 -2.13 0.00 -134.74 0.00 134.74 1,386.75 693.37 1,399.48 691.15 7.43 -0.92 0.201 90.00 -7.72 -2.14 0.00 -124.06 0.00 124.06 1,359.39 679.70 1,329.47 656.57 8.46 -1.04 0.195 95.00 -7.24 -2.14 0.00 -113.35 0.00 113.35 1,331.09 665.54 1,260.26 622.39 9.62 -1.17 0.188 96.92 -7.05 -2.15 0.00 -109.24 0.00 109.24 1,319.98 659.99 1,233.96 609.41 10.10 -1.22 0.185 100.00 -6.64 -2.15 0.00 -102.61 0.00 102.61 1,301.82 650.91 1,191.94 588.66 10.91 -1.29 0.179 101.00 -6.50 -2.15 0.00 -100.47 0.00 100.47 880.79 440.40 819.23 404.59 11.18 -1.32 0.256 105.00 -6.18 -2.16 0.00 -91.87 0.00 91.87 868.50 434.25 786.12 388.24 12.33 -1.42 0.244 110.00 -4.39 -2.12 0.00 -81.09 0.00 81.09 852.27 426.14 744.85 367.85 13.89 -1.57 0.226 115.00 -4.14 -2.12 0.00 -70.49 0.00 70.49 835.10 417.55 703.78 347.57 15.61 -1.71 0.208 120.00 -3.44 -2.10 0.00 -59.87 0.00 59.87 816.97 408.48 663.01 327.44 17.49 -1.86 0.187 125.00 -3.21 -2.08 0.00 -49.36 0.00 49.36 797.89 398.94 622.64 307.50 19.50 -1.99 0.165 130.00 -2.98 -2.05 0.00 -38.94 0.00 38.94 777.85 388.93 582.74 287.79 21.65 -2.11 0.139 135.00 -2.76 -1.99 0.00 -28.70 0.00 28.70 756.86 378.43 543.40 268.37 23.91 -2.21 0.111 140.00 -2.55 -1.92 0.00 -18.74 0.00 18.74 734.92 367.46 504.72 249.26 26.27 -2.29 0.079 145.00 -2.35 -1.83 0.00 -9.14 0.00 9.14 711.34 355.67 466.34 230.31 28.70 -2.35 0.043 150.00 0.00 -1.73 0.00 0.00 0.00 0.00 677.88 338.94 423.25 209.03 31.17 -2.37 0.000 Pole : 82517 Code: ANSVTIA-222 Rev G Y Location: Biggs CA, CA Struct Class : II 8/8/2014 9:01:39 AM Height: 150.0 (ft) Exposure Category: C Page: 29 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape: 12 Sides X Taper: 0.149973 (intft) ©2007-2014byATC/PLLC. AUrights reserved. Load Case: 1.01)+ 1.OW 60.00 mph Serviceability 26 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Bev gz gzGh C Thick Tributary Ap EPAs Force X Load Ice i_oaa (ft) Description Kzt Kz (psf) (psf) (mph -ft) Cf (in) (ft) (sf) (sf) (ib) (lb) (lb) 0.00 1.00 0.85 7.442 8.186 176.571.000 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 .1.00 0.85 7.442 8.186 173.00 1.000 0.000 5.0015.799 15.80 129.3 0.0 894.7 10.00 1.00 0.85 7.442 8.186 169.421.200 * 0.000 5.00 15.475 18.57 152.0 0.0 881.8 15.00 1.00 0.85 7.442 8.186 165.841.200 * 0.000 5.00 15.152 18.18 148.8 0.0 868.9 20.00 1.00 0.90 7.896 8.686 167.141.200 * 0.000 5.00 14.828 17.79 154.6 0.0 856.1 25.00 1.00 0.94 8.276 9.104 167.341.200 * 0.000 5.00 14.505 17.41 158.5 0.0 843.2 30.00 1.00 0.98 8.600 9.460 166.731.200 * 0.000 5.00 14.181 17.02 161.0 0.0 830.4 35.00 1.00 1.01 8.883 9.772 165.551.200 * 0.000 5.00 13.858 16.63 162.5 0.0 817.5 40.00 1.00 1.04 9.137 10.05 163.931.200 * 0.000 5.00 13.535 16.24 163.2 0.0 804.7 45.00 1.00 1.07 9.366 10.30 161.961.200 * 0.000 5.00 13.211 15.85 163.3 0.0 791.8 48.08 Bot - Section 2 1.00 1.08 9.498 10.44 160.601.200 * 0.000 3.08 7.986 9.58 .100.1 0.0 481.9 50.00 1.00 1.09 9.576 10.53 159.71 1.200 * 0.000 1.92 4.985 5.98 63.0 0.0 454.0 53.00 Top - Section 1 1.00 1.10 9.694 10.66 158.241.200 * 0.000 3.00 7.707 9.25 98.6 0.0 703.8 55.00 1.00 1.11 9.770 10.74 159.951.200 * 0.000 2.00 5.073 6.09 65.4 0.0 268.5 60.00 1.00 1.13 9.951 10.94 157.281.200 * 0.000 5.00 12.456 14.95 163.6 0.0 664.1 65.00 1.00 1.1510.120 11.13 154.441.200 * 0.000 5.00 12.133 14.56 162.1 0.0 653.8 70.00 1.00 1.1710.279 11.30 151.441.200 * 0.000 5.00 11.809 14.17 160.2 0.0 643.5 75.00 1.00 1.1910.430 11.47 148.31 1.200 * 0.000 5.00 11.486 13.78 158.1 0.0 633.3 78.00 Reinf. Top 1.00 1.2010.516 11.56 146.371.200 * 0.000 3.00 6.736 8.08 93.5 0.0 375.0 80.00 1.00 1.2010.572 11.62 145.061.200 * 0.000 2.00 4.426 5.31 61.8 0.0 139.2 85.00 1.00 1.2210.708 11.77 141.691.200 * 0.000 5.00 10.839 13.01 153.2 0.0 340.7 90.00 1.00 1.2310.838 11.92 138.231.200 * 0.000 5.00 10.516 12.62 150.4 0.0 330.5 95.00 1.00 1.2510.962 12.05 134.681.200 * 0.000 5.00 10.192 12.23 147.5 0.0 320.2 96.92 Bot - Section 3 1.00 1.2511.008 12.10 133.291.200 * 0.000 1.92 3.821 4.59 55.5 0.0 120.0 100.0 1.00 1.2611.081 12.18 131.041.200 * 0.000 3.08 6.148 7.38 89.9 0.0 335.5 101.0 Top - Section 2 1.00 1.2611.104 12.21 130.301.200 * 0.000 1.00 1.967 2.36 28.8 0.0 107.3 105.0 1.00 1.2711.195 12.31 129.521.200 * 0.000 4.00 7.740 9.29 114.4 0.0 183.3 110.0 Appertunance(s) 1.00 1.2911.305 12.43 125.751.200 * 0.000 5.00 9.384 11.26 140.0 0.0 222.1 115.0 1.00 1.3011.412 12.55 121.91 1.000 0.000 5.00 9.060 9.06 113.7 0.0 214.4 120.0 Appertunance(s) 1.00 1.31 11.514 12.66 118.00 1.000 0.000 5.00 8.737 8.74 110.7 0.0 206.7 125.0 1.00 1.3211.614 12.77 114.04 1.000 0.000 5.00 8.413 8.41 107.5 0.0 198.9 130.0 1.00 1.3311.710 12.88 110.02 1.000 0.000 5.00 8.090 8.09 104.2 0.0 191.2 135.0 1.00 1.3411.803 12.98 105.95 1.000 0.000 5.00 7.767 7.77 100.8 0.0 183.5 140.0 1.00 1.3511.894 13.08 101.84 1.000 0.000 5.00 7.443 7.44 97.4 0.0 175.8 145.0 1.00 1.3611.982 13.18 97.677 1.000 0.000 5.00 7.120 7.12 93.8 0.0 168.1 150.0 Awertunance(s) 1.00 1.3712.068 13.27 93.469 1.000 0.000 5.00 6.796 6.80 90.2 0.0 160.3 *= Cf Adjusted By Linear Load Ra Effect Totals: 450.00 54,577.2 0.0 49,376.1 Pole : 82517 Code: ANSI/TIA-222 Rev G Y Location : Biggs CA, CA Struct Class : II 8/8/2014 9:01:39 AM Height: 150.0 (ft) Exposure Category: C Page: 30 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape: 12 Sides X Taper: 0.149973 (in/ft) ©2007-2014byATCIPLLC. AOrights reserved Load Case: 1.OD+ 1.0W 60.00 mph Serviceability 26 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Sev qz gzGh Orientation EPAa Ecc Ecc FX Y z Loaa (ft) Description Qty (psf) (psf) Factor ' Ka (sf) (ft) (ft) (lb) (Ib -ft) (Ib -ft) (lb) 110.0 Round T -Arm 3 11.305 12.436 0.67 0.75 14.62 0.000 0.000 181.84 0.00 110.0 Ericsson KRY 112 89/ 3 11.305 12.436 0.50 0.80 0.78 0.000 0.000 9.70 0.00 110.0 Scala 742-264 6 11.305 12.436 0.80 0.80 18.66 0.000 0.000 232.08 0.00 110.0 Kathrein 86010025 6 11.305 12.436 0.50 0.80 0.38 0.000 0.000 4.78 0.00 110.0 Ericsson KRY112 71/ 6 11.305 12.436 0:50 0.80 1.63 0.000 0.000 20.30 0.00 110.0 Kathrein 86010147 6 11.305 12.436 0.50 0.80 0.36 0.000 0.000 4.48 0.00 110.0 Raycap DC6-48-60-18- 1 11.305 12.436 1.00 0.80 1.02 0.000 0.000 12.73 0.00 110.0 Ericsson RRUS 11 (Ba 3 11.305 12.436 0.67 0.80 4.13 0.000 0.000 51.39 0.00 110.0 Ericsson RRUS 11 (Ba 3 11.305 12.436 0.67 0.80 4.13 0.000 0.000 51.39 0.00 110.0 Kathrein 800 10764 3 11.305 12.436 0.77 0.80 10.85 0.000 0.000 134.90 0.00 120.0 Andrew UHX8-59 1 11.514 12.666 1.00 1.00 78.05 0.000 0.000 988.56 0.00 150.0 Andrew El5R05P19 3 12.068 13.275 0.50 0.75 1.02 0.000 0.000 13.59 0.00 150.0 Raycap RxxDC-3315- 1 12.068 13.275 0.67 0.75 1.26 0.000 0.000 16.74 0.00 150.0 Ericsson RRUS12 3 12.068 13.275 0.67 0.75 4.75 0.000 0.000 63.04 0.00 150.0 Commscope SBNHH- 3 12.068 13.275 0.83 0.75 15.09 0.000 0.000 200.31 0.00 150.0 Rat Platform w/ Han 1 12.068 13.275 1.00 1.00 42.40 0.000 0.000 562.86 0.00 150.0 Antel LPA-80080/6CF" 3 12.068 13.275 0.75 0.75 14.56 0.000 0.000 193.33 0.00 2,742.02 0.00 750.00 0.00 39.60 0.00 218.40 0.00 6.00 0.00 79.20 0.00 6.60 0.00 32.80 0.00 150.00 0.00 150.00 0.00 122.40 0.00. 500.00 0.00 66.00 0.00 18.70 0.00 171.90 0.00 150.90 0.00- 2,000.00 0.00 72.00 14,056.94 Pole : 82517 Code: ANSI/TIA-222 Rev G Y Location : Biggs CA, CA Struct Class : II 8/8/2014 9:01:39 AM Height : 150.0 (ft) Exposure Category: C Page: 31 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape : 12 SidesX Taper: 0.149973 (in/ft) ©2007-2014byATCIPLLC. All rights reserved. Load Case: 1.013+ 1.OW 60.00 mph Serviceability 26 Iterations Gist Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Linear Appurtenance Segment Forces (Factored) Seg Top Exposed Cf Dead Elev Exposed Length Width Area CaAa qz Adjust FX Load (ft) Description To Wind (ft) Ca (in) (soft) (sgft) (psf) Ra Factor (lb) (lb) 10.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 7.442 0.275 0.000 8.23 2.55 10.00 (6)1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 7.442 0.275 0.000 24.31 24.60 10.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 7.442 0.275 0.000 0.00 16.80 10.00 (1) 2 1/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 7.442 0.275 0.000 0.00 28.95 10.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 7.442 0.275 0.000 9.21 272.00 15.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 7.442 0.280 0.000 8.23 2.55 15.00 (6)1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 7.442 0.280 0.000 24.31 24.60 15.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 7.442 0.280 0.000 0.00 16.80 15.00 (1) 2 1/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 7.442 0.280 0.000 0.00 28.95 15.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 7.442 0.280 0.000 9.21 272.00 20.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 7.896 0.287 0.000 8.73. 2.55 20.00 (6)1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 7.896 0.287 0.000 25.80 24.60 20.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 7.896 0.287 0.000 0.00 16.80 20.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 7.896 0.287 0.000 0.00 28.95 20.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 7.896 0.287 0.000 9.77 272.00 25.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 8.276 0.293 0.000 9.15 2.55 25.00 (6)1 518" Coax Yes 5.00 1.200 5.94 2.47 2.97 8.276 0.293 0.000 27.04 24.60 25.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 8.276 0.293 0.000 0.00 16.80 25.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 8.276 0.293 0.000 0.00 28.95 25.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 8.276 0.293 0.000 10.24 272.00 30.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 8.600 0.300 0.000 9.51 2.55 30.00 (6)1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 8.600 0.300 0.000 28.10 24.60 30.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 8.600 0.300 0.000 0.00 16.80 30.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 8.600 0.300 0.000 0.00 28.95 30.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 8.600 0.300 0.000 10.64 272.00 35.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 8.883 0.307 0.000 9.82 2.55 35.00 (6)1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 8.883 0.307 0.000 29.02 24.60 35.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 8.883 0.307 0.000 0.00 16.80 35.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 8.883 0.307 0.000 0.00 28.95 35.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 8.883 0.307 0.000 10.99 272.00 40.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 9.137 0.314 0.000 10.10 2.55 40.00 (6)1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 9.137 0.314 0.000 29.85 24.60 40.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 9.137 0.314 0.000 0.00 16.80 40.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 9.137 0.314 0.000 0.00 28.95 40.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 9.137 0.314 0.000 11.31 272.00 45.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 9.366 0.322 0.000 10.35 2.55 45.00 (6)1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 9.366 0.322 0.000 30.60 24.60 45.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 9.366 0.322 0.000 0.00 16.80 45.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 9.366 0.322 0.000 0.00 28.95 45.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 9.366 0.322 0.000 11.59 272.00 48.08 (1) EW63 Yes 3.08 1.200 2.01 0.52 0.62 9.498 0.328 0.000 6.47 1.57 48.08 (6)1 5/8" Coax Yes 3.08 1.200 5.94 1.53 1.83 9.498 0.328 0.000 19.13 15.17 48.08 (2)1" Conduit Yes 3.08 0.000 0.00 0.00 0.00 9.498 0.328 0.000 0.00 10.36 48.08 (1) 2 1/2" Conduit Yes 3.08 0.000 0.00 0.00 0.00 9.498 0.328 0.000 0.00 17.85 48.08 (4) #18 DYWIDAG Yes 3.08 1.200 2.25 0.58 0.69 9.498 0.328 0.000 7.25 167.73 50.00 (1) EW63 Yes 1.92 1.200 2.01 0.32 0.39 9.576 0.332 0.000 4.06 0.98 50.00 (6)1 5/8" Coax Yes 1.92 1.200 5.94 0.95 1.14 9.576 0.332 0.000 11.99 9.43 50.00 (2)1" Conduit Yes 1.92 0.000 0.00 0.00 0.00 9.576 0.332 0.000 0.00 6.44 50.00 (1) 2 1/2" Conduit Yes 1.92 0.000 0.00 0.00 0.00 9.576 0.332 0.000 0.00 11.10 50.00 (4) #18 DYWIDAG Yes 1.92 1.200 2.25 0.36 0.43 9.576 0.332 0.000 4.54 104.27 53.00 (1) EW63 Yes 3.00 1.200 2.01 0.50 0.60 9.694 0.337 0.000 6.43 1.53 CY Pole : 82517 Code: ANSUTIA-222 Rev G Y Location: Biggs CA, CA Struct Class : II 8/8/2014 9:01:39 AM Height: 150.0 (ft) Exposure Category : , C, Page: 32 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Bev : 0.000 (ft) ` Shape: 12 Sides X Taper: 0.149973 (in/Ft) ©2007-2014byATCtPLLC. Attrightsreserved. Load Case: 1.OD+ 1.OW 60.00 mph Serviceability 26 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 53.00 (6) 1 5/8 Coax Yes 3.00 1.200 5.94 1.49 1.78 9.694 0.337 0-000 19-00 1d_79 53.00 ,(2)1" Conduit Yes 1.3.00 0.000 0.00 0.00 0.00 9.694 0.337 0.000 0.00 53.00 (1) 2 1/2" Conduit .Yes 3.00 0.000 . 0.00 0.00 0.00 9.694 0.337 0.000 0.00 53.00 (4) #18 DYWIDAG Yes 3.00 1.200 2.25 0.56 0.68 9.694 0.337 0.000 7.20 55.00 (1) EW63 Yes 2.00 1.200 2.01 0.34 0.40 9.770 0.335 0.000 4.32 55.00 (6)1 5/8" Coax Yes 2.00 1.200 5.94 0.99 1.19 9.770 0.335 0.000 12.77 55.00 (2)1" Conduit Yes 2.00 0.000 0.00 0.00 9.770 0.335 0.000 0.00 55.00 (1) 21/2" Conduit ` Yes 2.00 0.000 '0.00- 0.00 0.00 0.00 9.770 0.335 0.000 0.00 55.00 (4) #18 DYWIDAG Yes 2.00 1.200 2.25 0.38 0.45 9.770 0.335 0.000 4.84 60.00 (1) EW63 Yes 5.00 1.200 2.01 •0.84 1:00 9.951 0.341 0.000 11.00 - 60.00 (6)15/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 9.951 0.341 0.000 32.51 60.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 9.951 0.341 0.000 0.00 60.00 . (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 9.951 0.341 0.000 0.00. 60.00 (4) #18 DYWIDAG Yes ' 5.00 1:200. 2.25 0.94 1.13 9.951 0.341 0.000 12.31- 65.00 (1) EW63 Yes -5.00 1.200 2.01. 0.84 1.00 10.120 0.350 0.000 11.19 65.00 (6)15/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 10.120 0.350 0.000 33.06 65.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 - 0.00 10.120 0.350 0.000 0.00 65.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00, 0.00 10.120 0.350 0.000 0.00 65.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 10.120 0.350 0.000 12.52' 70.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 10.279 0.360 0.000 11.36 70.00 (6)1 5/8" Coax Yes 5.00 1.193 5.94 2.47 2.95 10.279 0.360 0.000 33.39-. 70.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 10.279 0.360 0.000 0.00 70.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 10.279 0.360 0.000 0.00' 70.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 10.279 0.360 0.000 12.72 .75.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 10.430 0.370 0.000 11.53 75.00 (6)15/8" Coax Yes 5.00 1.185 - 5.94 2.47 2.93 10.430 0.370 0.000 33.64 75.00 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 10.430 0.370 0.000 0.00 75.00 (1) 2 1/2" Conduit Yes •5.00 0.000 '0.00 0:00 0.00 10.430 0.370 0.000 0.00 75.00 (4) #18 DYWIDAG Yes 5.00 1.200 2.25 0.94 1.13 10.430 0.370 .0.000 12.91 78.00 (1) EW63 Yes 3.00 1.200 2.01 0.50 0.60 10.516 0.379 0.000 6.98 78.00 (6)1 5/8" Coax Yes 3.00 1.180 5.94 1.49 1.75 10.516 0.379 0.000 20.27 78.00 (2)1" Conduit Yes 3.00 0.000 0.00 0.00 0.00 10.516 0.379 0.000 0.00 78.00 (1) 21/2" Conduit Yes 3.00 0.000. - 0.00 0.00 0.00 10.516 0.379 0.000 0.00 78.00 (4) #18 DYWIDAG Yes 3.00 1.200 2.25 0.56. 0.68 10.516 0.379 0.000 7.81 80.00 (1) EW63 - Yes 2.00 1.200 2.01 0.34 0.40' 10.572 0.384 0.000 4.68 80.00 (6)1 5/8" Coax i Yes 2.00 1.177 5.94" 0.99 '1.16 10.572 0.384 0.000 .13.55 80.00 (2)1" Conduit Yes 2.00 0.000 0.00 0.00 0.00 ' 10.572 0.384 0.000 0.00' 80.00 (1) 21/2" Conduit Yes 2.00 0.000 0.00 0.00 0.00 10.572 0.384 0.000 0.00 80.00 (4) #18 DYWIDAG Yes 2.00 1.200 2.25 0.38 0.45 10.572 •0.384 0.000 5.23 85.00 (1) EW63 - Yes 5.00 1.2002.01 0.84 1.00 10.708 0.346 0.000 11.84 85.00 (6)1 5/8" Coax Yes 5.00 1.169 , 5.94 2.47 2.89 10.708 0.346 0.000 34.08 85.00 (2)1" Conduit Yes 5.00 0.000' 0.00 0.00 0.00 10.708 0.346 0.000 0.00 85.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 10.708 0.346 0.000 0.00 85.00 (4) #18 DYWIDAG Yes 2.33 1.200 2.25 0.44 0.52 10.708 0.346 0.000 6.18 90.00 (1) EW63 Yes 5.00 ,1.200 2.01 0.84 1.00 10.838 0.315 0.000 11.98 90.00 (6)1 5/8" Coax Yes 5.00 1.162 5.94 2.47 2.88 10.838 0.315 0.000 34.29 90.00 (2)1" Conduit Yes 5.00 0.000 0.00. 0.00 0.00 10.838 0.315 0.000 _ 0.00 ' • 90.00 (1) 21 /2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 10.838 0.315 0.000 0.00 95.00 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 10.962 0.325 0.000 12.12 95.00 , (6)1 5/8" Coax Yes 5.00 1.155 , 5.94 2.47 2.86 10.962 0.325 0.000 34.48 •. 95.00• (2)1" Conduit Yes 5.00 0.000 0.00. 0.00. 0.00 10.962 0.325 0.000 0.00 95.00 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 -0.00 10.962 0.325 0.000. 0.00 '96.92 (1) EW63 Yes 1.92 1.200. 2.01 0.32 0.39 11.008 0.332. 0.000 4.66 96.92 (6)1 5/8" Coax Yes 1.92 1.153 5.94 0.95 1.09 11.008 0.332 0.000 --13.25 96.92 (2)1" Conduit Yes 1.92 0.000 0.00 0.00 0.00 11.008 0.332 0.000 0.00 96.92 (1) 21/2" Conduit Yes 1.92 0.000 0.00 0.00 0.00 .11.008 0.332 0.000 0.00 100.0 (1) EW63 .Yes 3.08 1.200 2.01 0.52 0.62 11.081 0.338 0.000 7.55 10.08 17.37 163.20 1.02 9.84 6.72 11.58 108.80 2.55 24.60 16.80 28.95 272.00 2.55 24.60 16.80 28.95 272.00 2.55 24.60 16.80 28.95 272.00 2.55 24.60 16.80 28.95 272.00 1.53 14.76 10.08 17.37 163.20 1.02 9.84 6.72 11.58 108.80 2.55 24.60 16.80 28.95 126.93 2.55 24.60 16.80 28.95 2.55 24.60 ` 16.80 28.95 0.98 9.43 6.44 -11.10 1.57 Pole : 82517 Code: ANSVTIA-222 Rev G Y Location : Biggs CA, CA Struct Class : II 8/8/2014 9:01:40 AM" Height: 150.0 (ft) Exposure Category: C Page: 33 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape : 12 Sides X Taper: 0.149973 (infft) ©2007-2014byATCIPLLC. AO tights reserved. Load Case: 1.013+ 1.OW 60.00 mph Serviceability 26 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 100.0 (6)1 5/8" Coax Yes 3.08 1.149 5.94 1.53 1.75 11.081 0.338 0.000 21.38 15.17 100.0 (2)1" Conduit Yes 3.08 0.000 0.00 0.00 0.00 11.081 0.338 0.000 0.00 10.36 100.0 (1) 21/2" Conduit Yes 3.08 0.000 0.00 0.00 0.00 11.081 0.338 0.000 0.00 17.85 101.0 (1) EW63 Yes 1.00 1.200 2.01 0.17 0.20 11.104 0.342 0.000 2.45 0.51 101.0 (6)1 5/8" Coax Yes 1.00 1.148 5.94 0.49 0.57 11.104 0.342 0.000 6.94 4.92 101.0 (2)1" Conduit Yes 1.00 0.000 0.00 0.00 0.00 11.104 0.342 0.000 '0.00 3.36 101.0 (1) 21/2" Conduit Yes 1.00 0.000 0.00 0.00 0.00 11.104 0.342 0.000 0.005.79 105.0 (1) EW63 Yes 4.00 1.200 2.01 0.67 0.80 11.195 0.342 0.000 9.90 2.04 105.0 (6)1 5/8" Coax Yes 4.00 1.143 5.94 1.98 2.26 11.195 0.342 0.000 27.88 19.68 105.0 (2)1" Conduit Yes 4.00 0.000 0.00 0.00 0.00 11.195 0.342 0.000 0.00 13.44 105.0 (1) 21 /2" Conduit Yes . 4.00 0.000 0.00. 0.00 0.00 11.195 0.342 0.000 0.00 23.16 110.0 (1) EW63 Yes 5.00 1.200 2.01 0.84 1.00 11.305 0.353 0.000 12.50 2.55 110.0 (6)1 5/8" Coax Yes 5.00 1.138 5.94 2.47 2.82 11.305 0.353 0.000 35.02 24.60 110.0 (2)1" Conduit Yes 5.00 0.000 0.00 0.00 0.00 11.305 0.353 0.000 0.00 16.80 110.0 (1) 21/2" Conduit Yes 5.00 0.000 0.00 0.00 0.00 11.305 0.353 0.000 0.00 - 28.95 115.0 (1) EW63 Yes 5.00 0.000 2.01 0.84 0.00 11.412 0.092 0.000 0.00 2.55 120.0 (1) EW63 Yes 5.00 0.000 2.01 0.84 0.00 11.514 0.096 0.000 0.00 2.55 Totals: 1,057.28 17,803.04 Pole : 82517 Code: ANSVTIA-222 Rev G Y Location : Biggs CA, CA Struct Class : II 8/8/2014 9:01:40 AM Height: 150.0 (ft) Exposure Category: C Page: 34 Base Dia: 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape : 12 SidesX Taper: 0.149973 (Intt) ©2007-2014byarciPLLC. Ai1rignrsreserved Load Case: 1.013+1.OW _ 60.00 mph Serviceability 26 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00. Dead Load Factor: 1.00 Wind Load Factor: 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Bev FX (-) FY (-) MY MZ (ft) (lb) (lb) (Ib -ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 5.00 129.33 894.67 0.00 0.00 10.00 193.771,361.80 0.00 0.00 15.00 190.59 1,348.94 0.00 0.00 '20.00 198.85 1,336.08 0.00 0.00 25.00 204.88 •1,323.23 0.00 0.00 30.00 209.23 1,310.37 0.00 0.00 35.00 212.34 1,297.51 0.00 0.00 40.00 214.49 1,284.65 0.00 0.00 45.00 215.88 1,271.79 0.00. 0.00 48.08 132.97 777.86 0.00 0.00 60.00 83.60 638.03. 0.00 0.00 53.00 131.25 991.83 0.00 0.00 55.00 87.35 460.50 0.00 0.00 60.00 219.44 1,144.07 0.00 0.00 65.00 218.85 1,133.80 0.00 0.00 70.00 217.71 1,123.53 0.00 0.00 75.00 216.20 1,113.26 0.00 0.00 78.00 128.56 663.02 0.00 0.00 80.00 85.22 331.16 0.00 0.00 85.00 205.31 675.64 0.00 0.00 90.00 196.70 538.45 0.00 0.00 95.00 194.08 528.18 0.00 0.00 96.92 73.43 199.74 0.00 0.00 100.0 118.85 463.76 0.00 0.00 101.0 38.23 148.92 0.00 0.00 105.0 152.16 349.66 0.00 0.00 110.0 891.15 1,985.11 0.00 0.00 115.0 113.73 274.19 0.00 0.00 120.0 1,099.22 766.47 0.00 0.00 125.0 107.48 256.19 0.00 0.00 130.0 104.21 248.47 0.00 0.00 135.0 100.84 240.75 0.00 0.00 140.0 97.38 233.02' 0.00 0.00 145.0 93.84 225.30 .0.00 0.00 150.0 1,140.08 2,697.08 0.00 0.00 .Totals: 12,435.73 91,450.35 0.00 0.00 Pole : 82517 Code: ANSUTIA-222 Rev G Y Location : Biggs CA, CA Struct Class : II 8/8/2014 9:01:40 AM Height : 150.0 (ft) Exposure Category: C Page: 35 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape: 12 Sides X Taper: 0.149973 (int t) ©2007-2014byATC/PLLC. All rights reserved. Load Case: 1.013+ 1.OW 60.00 mph Serviceability 26 Iterations Gust Response Factor : 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Forces Seg Pu Vu Elev FY (-) FX (-) (ft) (kips) (kips) Tu MY (ft -kips) Mu Mu MZ MX (ft -kips) (ft -kips) Resultant Moment (ft -kips) phi phi phi phi Pn Vn Tn Mn (kips) (kips) (ft -kips) (ft -kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -29.63 -8.04 0.00 -752.56 0.00 752.56 2,412.87 1,206.43 3,651.98 1,803.58 0.00 0.00 0.269 5.00 -28.72 -7.96 0.00 -712.34 0.00 712.34 2,386.37 1,193.19 3,537.43 1,747.01 0.05 -0.10 0.260 10.00 -27.35 -7.82 0.00 -672.52 0.00 672.52 2,368.93 1,179.46 3,423.15 1,690.57 0.22 -0.20 0.251 15.00 -25.98 -7.66 0.00 -633.44 0.00 633.44 2,330.53 1,165.26 3,309.23 1.634.31 0.48 -0.30 0.241 20.00 -24.64 -7.50 0.00 -595.12 0.00 595.12 2,301.17 1,150.59 3,195.76 1,578.27 0.86 -0.41 0.232 25.00 -23.30 -7.33 0.00 -557.62 0.00 557.62 2,270.87 1,135.43 3,082.83 1,522.49 1.34 -0.50 0.222 30.00 -21.98 -7.14 0.00 -021.00 0.00 521.00 2,239.61 1,119.81 2,970.53 1,467.03 1.92 -0.60 .0.213 35.00 -20.68 -6.95 0.00 -485.29 0.00 485.29 2,207.40 1,103.70 2,858.94 1,411.92 2.60 -0.70 0.203 40.00 -19.38 -0.75 0.00 -450.55 0.00 450.55 2,174.24 1,087.12 2,748.16 1,357.21 3.38 -0.80 0.193 45.00 -18.11 -6.54 0.00 -416.81 0.00 416.81 2,140.12 1,070.06 2,638.27 1,302.94 4.27 -0.89 0.184 48.08 -17.32 -6.41 0.00 -396.65 0.00 396.65 2,118.61 1,059.31 2,571.00 1,269.72 4.86 -0.95 0.177 50.00 -16.68 -6.33 0.00 -384.37 0.00 384.37 2,105.06 1,052.53 2,529.37 1,249.16 5.25 -0.98 0.172 53.00 -15.69 -6.19 0.00 -365.39 0.00 365.39 1,539.27 769.64 1,860.74 918.95 5.88 -1.04 0.202 55.00 -15.22 -6.11 0.00 -353.02 0.00 353.02 1,530.88 765.44 1,831.50 904.51 6.32 -1.07 0.197 60.00 -14.07 -0.89 0.00 -322.46 0.00 322.46 1,509.24 754.62 1,758.52 868.47 7.50 -1.17 0.184 65.00 -12.94 -5.67 0.00 -293.00 0.00 293.00 1,486.65 743.32 1,685.82 832.56 8.77 -1.26 0.171 70.00 -11.81 -0.44 0.00 -264.66 0.00 264.66 1,463.10 731.55 1,613.47 796.83 10.13 -1.34 0.158 75.00 -10.70 -5.21 0.00 -237.44 0.00 237.44 1,438.60 719.30 1,541.57 761.33 11.59 -1.43 0.145 78.00 -10.03 -0.07 0.00 -221.80 0.00 221.80 1,423.45 711.72 1,498.69 740.15 12.50 -1.48 0.138 78.00 -10.03 -0.07 0.00 -221.80 0.00 221.80 1,423.45 711.72 1,498.69 740.15 12.50 -1.48 0.307 80.00 -9.70 -0.00 0.00 -211.65 0.00 211.65 1,413.15 706.58 1,470.22 726.08 13.12 -1.51 0.298 85.00 -9.01 -4.80 0.00 -186.66 0.00 186.66 1,386.75 693.37 1,399.48 691.15 14.80 -1.68 0.277 90.00 -8.47 -4.61 0.00 -162.66 0.00 162.66 1,359.39 679.70 1,329.47 656.57 16.65 -1.84 0.254 95.00 -7.94 -4.41 0.00 -139.61 0.00 139.61 1,331.09 665.54 1,260.26 622.39 18.66 -2.00 0.230 96.92 -7.73 -4.34 0.00 -131.15 0.00 131.15 1,319.98 659.99 1,233.96 609.41 19.48 -2.06 0.221 100.00 -7.27 -4.22 0.00 -117.75 0.00 117.75 1,301.82 650.91 1,191.94 588.66 20.84 -2.15 0.206 101.00 -7.12 -4.18 0.00 -113.54 0.00 113.54 880.79 440.40 819.23 404.59 21.29 -2.18 0.289 105.00 -6.77 -4.03 0.00 -96.82 0.00 96.82 868.50 434.25 786.12 388.24 23.16 -2.29 0.257 110.00 -4.81 -3.07 0.00 -76.66 0.00 76.66 852.27 426.14 744.85 367.85 25.64 -2.44 0.214 115.00 -4.54 -2.95 0.00 -01.31 0.00 61.31 835.10 417.55 703.78 347.57 28.27 -2.57 0.182 120.00 -3.82 -1.83 0.00 46.54 0.00 46.54 816.97 408.48 663.01 327.44 31.03 -2.69 0.147 125.00 -3.56 -1.71 0.00 -37.40 0.00 37.40 797.89 398.94 622.64 307.50. 33.90 -2.79 0.126 130.00 -3.32 -1.60 0.00 -28.83 0.00 28.83 777.85 388.93 582.74 287.79 36.87 -2.88 0.104 135.00 -3.08 -1.49 0.00 -20.82 0.00 20.82 756.86 378.43 543.40 268.37 39.92 -2.96 0.082 140.00 -2.85 -1.39 0.00 -13.35 0.00 13.35 734.92 367.46 504.72 249.26 43.05 -3.01 0.057 145.00 -2.63 -1.28 0.00 -6.41 0.00 6.41 711.34 355.67 466.34 230.31 46.23 -0.05 0.032 150.00 0.00 -1.14 0.00 0.00 0.00 0.00 677.88 338.94 423.25 209.03 49.43 -3.07 0.000 Pole : 82517 Code: ANSUTIA-222 Rev G Y Location : Biggs CA, CA Struct Class : II 8/812014 9:01:40 AM Height : 150.0 (ft) Exposure Category: C Page: 36 Base Dia : 37.00 (in) Topographic Category: 1 Top Dia : 15.38 (in) Base Elev : 0.000 (ft) Shape : 12 SidesX Taper: 0.149973 (intft) ©2007-2014byATCIPLLC. AOrightsreserved. Analysis Summary Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Bev Interaction Load Case (kips) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft) Ratio 1.213+ 1.6W 25.28 0.00 34.64 0.00 0.00 2393.06 78.00 0.97 0.913+ 1.6W 25.26 0.00 27.03 0.00 0.00 2360.41 78.00 0.95 1.213+ 1.01)i + 1.OWi 2.06 0.00 34.09 0.00 0.00 195.22 78.00 0.09 1.21)+ 1.0E 2.73 0.00 34.71 0.00 0.00 345.22 101.00 0.26 0.9D+ 1.0E 2.73 0.00 27.10 0.00 0.00 339.25 101.00 0.26 1.013+ 1.OW 8.04 0.00 29.63 0.00 0.00 752.56 78.00 0.31 Additional Steel Summary Intermediate Connectors Upper Termination Lower Termination Bev Bev Shear Shear Connectors Connectors Max Member From To VQ/1 Applied phiVn MQ1I phiVn Num Num MQ11 phiVn Num Num Pu phiPn (ft) (ft) Member (lb/in) (kips) (kips) (kips) (kips) Reqd Actual (kips) (kips) Reqd Actual (kip) (kip) Ratio 0.00 78.0 (4) SOL -#18 All Thre 275.5 8.3 16.8 145.3 12.0 13 14 0.0 12.0 0 0 249.4 249.8 0.998 Code Rev. I G. Date 8/6/2014 in Engineer EM in Site # —82517 - in Moment 2393.1 k -ft ' Carrier . Verizon Wireless in Axial 34.6 k ksi in k -in k -in r i 0 0 Plate Type Baseplate d Pole Diameter 37 2 Pole Thickness R CL Plate Diameter 50.81 os Plate Thickness 2:5 S3 Hole Diameter 2.75 M' Plate Fy 60 Weld Length 0.25 m �s Kesistance :' 100 Applied 490.27 # 0 # 4. e DYW. Circle 41 c Offset Angle 22.5 E Type «' #18 Code Rev. I G. Date 8/6/2014 in Engineer EM in Site # —82517 - in Moment 2393.1 k -ft ' Carrier . Verizon Wireless in Axial 34.6 k ksi in k -in k -in r i 0 0 # 8 Bolt Circle 44.8 (R)adial /(S)quare R o Diameter, 2.25 S3 Hole Diameter 2.75 M' Type �A,; ;; .#18J Fy 75 Fu 100 �s Resistance 259.82 Applied , 215.50 # 4. e DYW. Circle 41 c Offset Angle 22.5 E Type «' #18 Diameter y2.257 Fu .100 •d rr # 0 o _ _ m ` r �. w W • '� y • - la .. Code Rev. I G. Date 8/6/2014 in Engineer EM in Site # —82517 - in Moment 2393.1 k -ft ' Carrier . Verizon Wireless in Axial 34.6 k ksi in k -in k -in r i 0 0 ra , " Site Name: . , f Biggs CA, CA , 1- ' Program Lost Updated: 5/13/2014 ' P Site, Number: 82517 American Tower Corporation ; Engineer: Najaf Ali r ` Engineering Number:. •' 59402721 Date: 08/06/14• .. ,W Desian Base Loads (Factored) -'Analysis per TIA-222-G Standards h. Analyze or Design a Foundation? Analyze Foundation Mapped:, N ;Moment (M): n 2393.1 k -ft " c "Shear/Leg (V): r 25.3 k s Axial Load (P).. 34.6 k t .Uplift/Leg (U): 0.0 k Tower Type (GT / SST / MP): • MP < r Diameter of Caisson (d):•°3 6.0 ft _ Caisson Embedment (L -h): , ,' 32.0 ft Caisson Height Above Ground (h):- 0.5 ft `Depth Below Ground Surface to Water Table (w): 18.0 ft Unit Weight of Concrete: c 150.0 pcf ;Unit Weight'of Water: , 62.4 pcf Tension Skin Friction/Compression Skin Friction. �� 1.00 ` Pullout Angle:_ r 30.0 degrees Soil Mechanicai Properties Depth (ft) yS011 Cohesion Ultimate Skin Ultimate Bearing 'Top Bottom 0.0 2.5 :. 2.5 33.0 • Required Embedment: . r Volume of Concrete: t 918.9 .W ' 34.0_ yd3 , s Weight of Concrete (Buoyancy Effect Considered): 113.1 k Average Soil Unit Weight: 91.7 pcf ' Skin Friction Resistance: J, 278.0 k i Compressive Bearing Resistance: ' 169.6 k Pullout Weight (Minus Concrete Weight):' 1560.0 k Nominal Uplift Capacity per Leg (�,Tn): �' ` 293.4_k',- • Required Embedment: . r Volume of Concrete: 918.9 .W ' 34.0_ yd3 Vit. s Weight of Concrete (Buoyancy Effect Considered): 113.1 k Average Soil Unit Weight: 91.7 pcf ' Skin Friction Resistance: J, 278.0 k i Compressive Bearing Resistance: ' 169.6 k Pullout Weight (Minus Concrete Weight):' 1560.0 k Nominal Uplift Capacity per Leg (�,Tn): • Required Embedment: 20.7 ft - OK, Caisson Embedment Satisfactory • , Volume of Concrete: 918.9 .W ' 34.0_ yd3 Vit. s Weight of Concrete (Buoyancy Effect Considered): 113.1 k Average Soil Unit Weight: 91.7 pcf ' Skin Friction Resistance: J, 278.0 k i Compressive Bearing Resistance: ' 169.6 k Pullout Weight (Minus Concrete Weight):' 1560.0 k Nominal Uplift Capacity per Leg (�,Tn): �' ` 293.4_k',- Nominal Compressive Capacity per Leg %Pn): 335.8 k r ' ' 68.3 k Tu/�sTn :+� Y .'' 0.00 Result: OK Pu#sPn 0.20 Result: OK - Total Lateral Resistance: 1734.8 k. 1„ , Inflection Point (Below Ground Surface): 20.T ft - Design Overturning Moment At Inflection Point (MD): Y~ 2914.0 k=ft " y 'Nominal Moment Capacity %Mn): 8849.7 k -ft • :Mp/�sMn: Y. r t` h , '0.33 Result: OK i 0.75 V t �. Caisson Strength Capacity Concrete Compressive Strength (P j: Vertical Steel Rebar Size #: Vertical Steel Rebar Area: # of Vertical Steel Rebars: Vertical Steel Rebar Yield Strength (F,,): Horizontal Tie / Stirrup Size #: Horizontal Tie / Stirrup Area: Design Horizontal Tie / Stirrup Spacing: Horizontal Tie / Stirrup Steel Yield Strength (F,,): Rebar Cage Diameter: Strength Bending/Tension Reduction Factor (Q: Strength Shear Reduction Factor (�„ ): Strength Compression Reduction Factor Steel Elastic Modulus: Design Moment (M„): Nominal Moment Capacity %Mn): MABMn: Design Shear (Vu): Nominal Shear Capacity (OVVn): VJOVVn: Design Tension (Tu): Nominal Tension Capacity (OTTn): Tu/WTTn: Design Compression (P,): Nominal Compression Capacity (OPPj: Pu/OPPn: Bending Reinforcement Ratio: MABMn + Tu/WJn: M30001 psi 8 0.79 int wksi 0.20 in' 24.0 in 60 ksi 64.0 in 0.90 ACI318-05 - 9.3.2.1 0.75 ACI318-05 - 9.3.2.3 0.65 ACI318-05 - 9.3.2.2 29000 ksi 2409.8 k -ft 3562.1 k -ft - ACI318-005 -10.2 0.68 Result: OK 168.8 k 335.9 k - ACI318-05 -11.3.1.1 or 11.5.7.2 0.50 Result: OK 0.0 k 1365.1 k - AC1318-05 -10.2 0.00 Result: OK 68.3 k 5365.3 k - AC1318-05 -10.3.6.2 0.01 Result: OK 0.006 AC1318-05 - 10.8.4 & 10.9.1 0.68 Result: OK Design Factored Shear / Depth -200 150 -100 -50 0 50 .0 I Design Factored Moment/ Depth 0 1000 2000 3000 I I I I I I I I 1 0 I I I I I 1 l I I --------I--------T-- ----I -5 I I I 1 I I I I I I I I I I I I I I I I I I I I ------- --------+— ------I -10 I I-10 1 II 1I 1--------+------ I i i --------1 -15 r---— r------r----- r -------15 I II II III I <F- ------J— -----1--------1—_——j —20 --------( ----- I I� I- II� --- --j 20 1II---- 1 1--- ------L----- I II II ------j-25I ----1----------------�-25 1 1 III "------i------�------�- -- 1 1 I I I ------i -30 I --------------T--------i I I I I I I -30 I I I I I I I 1 L ------ L ------ L ------ L----- I I ------I -35 I I I 35 Shear (k) Moment (k -ft) Nominal and Factored Moment Capacity and Factored Design Loads 0 2000 4000 6000 8000 10000 12000 ------------------T---------T------------------- - - - - - - - - - 14000 1 I I I I I 1 I I I I I I I I I I I ---------L --------- L --------- 1 --------- 1 --------- i --------- -I 12000 I I I I I I I I --------- ---------1------- - -------1-------------------I 10000 I I I "b "b. 1 I I _________L --------- L --------- 1 --------- 17�------ J_________J 8000 % I I 1 I I I I I ` I I i j Q%b I I % I i. ■ Tu&Mu n-------------------4--------- ---------+------- ----------� 6000 Y •. i i i� i � x i i ii / a-------------------+---------+---------�-----f--4---------- A 4000 I I 1 I 1 I -- • Factored Envelope I I I I I 1 _________i_________i--------- t_� !�_ _i_________i_I________iI2000 I I I�11 I I I Nominal EmeloOe I I I I I 0 ---------r----------r---------T---------�--------- ---------- -2000 I I I I I I I 1 I I I I L--------- L --------- 1 --------- 1________�__________I _4000 Moment (k -ft)