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20-103020-Structural Calcs-04-21-2020-V1<<w=175; h=175; n=BLANK - SIG; a=11>> ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Structural Analysis Report Structure :120 ft Monopole ATC Site Name :CEEJAY WA, WA ATC Asset Number :82935 Engineering Number :OAA757486_C3_01 Proposed Carrier :AT&T MOBILITY Carrier Site Name :FEDERAL WAY EAST Carrier Site Number :SS67 Site Location :2101 S 324th Street FEDERAL WAY, WA 98003-6824 47.305200,-122.302300 County :King Date :April 21, 2020 Max Usage :60% Result :Pass Prepared By: Nathaniel Bartlett Structural Engineer Reviewed By: COA: 3408 Eng. Number OAA757486_C3_01 April 17, 2020 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Table of Contents Introduction .................................................................................................................................... 1 Supporting Documents .................................................................................................................... 1 Analysis ........................................................................................................................................... 1 Conclusion ....................................................................................................................................... 1 Existing and Reserved Equipment ..................................................................................................... 2 Equipment to be Removed............................................................................................................... 2 Proposed Equipment ....................................................................................................................... 3 Structure Usages ..............................................................................................................................3 Foundations .....................................................................................................................................3 Deflection and Sway .........................................................................................................................3 Standard Conditions .........................................................................................................................4 Calculations ......................................................................................................................... Attached Eng. Number OAA757486_C3_01 April 17, 2020 Page 1 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Introduction The purpose of this report is to summarize results of a structural analysis performed on the 120 ft monopole to reflect the change in loading by AT&T MOBILITY. Supporting Documents Tower Drawings Valmont Order #11706-94, dated April 7, 1995 Foundation Drawing Leedco Job #2761, dated April 13, 1995 Geotechnical Report Agra Job #11-10196-00, dated March 29, 1995 Modifications ATC Job #73124330, dated November 22, 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:30 mph (3-Second Gust) w/ 1/4" radial ice concurrent Code:ANSI/TIA-222-G / 2015 IBC Structure Class:II Exposure Category:B Topographic Category:1 Crest Height:0 ft Spectral Response:Ss = 1.29, S1 = 0.49 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. Eng. Number OAA757486_C3_01 April 17, 2020 Page 2 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Existing and Reserved Equipment Elev.1 (ft)Qty Antenna Mount Type Lines Carrier 3 Ericsson RRUS 32 B2 3 Ericsson RRUS 32 B66A 2 Raycap RxxDC-3315-PF-48 (32 lbs) 12 Ericsson Radio 2212 B13/B5 (w/o fan) 6 Commscope CBC78-DF-2X 3 Antel BXA-80090/8CF 2 Amphenol Antel QUAD456W0000G 1 Amphenol Antel QUAD336W0000G 4 Amphenol Antel HEX458CW0000G 116.0 2 Amphenol Antel HEX338CW0000X (108.7lbs) Sector Frame 110.0 1 RFS SB2-107BC Leg (6) 1 5/8" Coax (2) 1.58" (40.1mm) Hybrid (1) EW63 VERIZON WIRELESS 2 Nokia FXFB 1 Raycap ASU9338TYP01 3 Nokia AHFIB Mid-Band 4T4R B2/B66 RRH 3 Nokia FRLB 3 Andrew ETW200VS12UB 3 Andrew TMZXXX-6516-A3M with actuator 99.0 3 Andrew SBNHH-1D65C Low Profile Platform (1) 1 1/4" (1.25"- 31.8mm) Fiber (12) 7/8" Coax T-MOBILE 12 Kathrein Scala 860-10025 6 Powerwave Allgon TT19-08BP111-001 3 Commscope SBNHH-1D65C (66.1lb) 3 Kathrein Scala 800 10764 3 Nokia AirScale Dual RRH 4T4R B25/66 320W AHFIB 3 Alcatel-Lucent RRH4X25-WCS 3 Nokia Airscale Dual RRH 4T4R B12/B14 320W AHLBA 1 Raycap DC6-48-60-18-8C 80.0 2 Raycap DC6-48-60-18-8F(32.8 lbs) Platform with Handrails (3) 0.39" (10mm) Fiber Trunk (2) 0.76" (19.2mm) 8 AWG 6 (4) 0.78" (19.7mm) 8 AWG 6 (4) 2" conduit (1) 3/8" (0.38"- 9.5mm) RET Control Cable (18) 7/8" Coax AT&T MOBILITY 3 Samsung RRH-P4 (1.9 GHz) 3 Samsung RRH-V3 (2.5GHz w/ Finger Guard) 6 Samsung 800 MHz RRU 3 RFS FIM800CAB-C1D 1 Trimble Acutime 2000 70.0 3 KMW ETCR-654L12H6 66.0 2 Andrew Microwaves PX2F·52 T-Arm (3) 1 1/4" Hybriflex Cable (1) 3" conduit (1) 5/16" (0.31"- 7.9mm) Coax (2) 1/2" Coax CLEARWIRE CORPORATION Equipment to be Removed Elev.1 (ft)Qty Antenna Mount Type Lines Carrier 3 Commscope NNH4-65C-R6 80.0 3 Kathrein Scala 742 264 / AP14/17- 880/1940/065D/ADT --AT&T MOBILITY Eng. Number OAA757486_C3_01 April 17, 2020 Page 3 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Proposed Equipment Elev.1 (ft)Qty Antenna Mount Type Lines Carrier 3 Nokia AirScale RRH 4T4R B5 160W AHCA 3 Commscope NNH4-65D-R6 (88.2 lbs)80.0 3 CellMax CMA-UBTULBULBHH/6517/17/21/21 Platform with Handrails -AT&T MOBILITY 1 Contracted elevations are shown for appurtenances within contracted installation tolerances. Appurtenances outside of contract limits are shown at installed elevations. Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 57%Pass Shaft 61%Pass Base Plate 21%Pass Flange 20%Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions*Analysis Reactions % of Design Moment (Kips-Ft)2,120.0 2,862.0 1,716.3 60% Shear (Kips)27.8 37.5 20.6 55% * The design reactions are factored by 1.35 per ANSI/TIA-222-G, Sec. 15.5.1 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Deflection and Sway* Antenna Elevation (ft)Antenna Carrier Deflection (ft) Sway (Rotation) (°) 110.0 RFS SB2-107BC VERIZON WIRELESS 1.205 1.134 Nokia AirScale RRH 4T4R B5 160W AHCA Commscope NNH4-65D-R6 (88.2 lbs)80.0 CellMax CMA- UBTULBULBHH/6517/17/21/21 AT&T MOBILITY 0.656 0.935 66.0 Andrew Microwaves PX2F·52 CLEARWIRE CORPORATION 0.445 0.783 *Deflection and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-G Eng. Number OAA757486_C3_01 April 17, 2020 Page 4 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Standard Conditions All engineering services performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: Information supplied by the client regarding antenna, mounts and feed line loading Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates and subsidiaries (collectively “American Tower”) are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. Job Information Pole : Location : Client : Height : Description : Shape : 82935 120 ft Valmont Monopole AT&T MOBILITY CEEJAY WA, WA 12 Sides 120.00 Taper:0.200026(in/ft) (ft) 0.00 © 2007 - 2020 by ATC IP LLC. All rights reserved. Base Elev (ft): Code:ANSI/TIA-222-G Exposure : Struct Class : Topo : II B 1 Sections Properties Section (ft) LengthShaft Diameter (in) Accross Flats (in)Top Thick Length (in) Overlap Steel Grade (ksi)Bottom Joint Type Shape 1 52.000 31.79 42.20 0.375 0.000 6512 Sides 2 48.167 23.76 33.39 0.281 62.000 65Slip Joint 12 Sides 3 25.000 19.93 24.68 0.188 0.000 65Butt Joint 12 Sides Discrete Appurtenance Attach (ft)DescriptionQtyElev Force Elev (ft) 119.000 Round Sector Frame3119.000 116.000 Amphenol Antel 2116.000 116.000 Amphenol Antel 4116.000 116.000 Amphenol Antel 1116.000 116.000 Amphenol Antel 2116.000 116.000 Antel BXA-80090/8CF3116.000 116.000 Ericsson RRUS 32 B23116.000 116.000 Ericsson RRUS 32 B66A3116.000 116.000 Raycap RxxDC-3315-PF-48 (32 lb2116.000 116.000 Ericsson Radio 2212 B13/B5 (w/12116.000 116.000 Commscope CBC78-DF-2X6116.000 110.000 RFS SB2-107BC1110.000 99.000 Round Low Profile Platform199.000 99.000 Andrew SBNHH-1D65C399.000 99.000 Andrew TMZXXX-6516-A3M 399.000 99.000 Nokia FXFB299.000 99.000 Raycap ASU9338TYP01199.000 99.000 Nokia AHFIB Mid-Band 4T4R 399.000 99.000 Nokia FRLB399.000 99.000 Andrew ETW200VS12UB399.000 80.000 Round Platform w/ Handrails180.000 80.000 CellMax CMA-380.000 80.000 Commscope NNH4-65D-R6 380.000 80.000 Commscope SBNHH-1D65C 382.000 80.000 Kathrein Scala 800 10764382.000 80.000 Nokia AirScale Dual RRH 4T4R B381.000 80.000 Alcatel-Lucent RRH4X25-WCS381.000 80.000 Nokia Airscale Dual RRH 4T4R B380.000 80.000 Raycap DC6-48-60-18-8C180.000 80.000 Raycap DC6-48-60-18-8F(32.8 lb282.000 80.000 Nokia AirScale RRH 4T4R B5 160380.000 80.000 Powerwave Allgon TT19-681.000 80.000 Kathrein Scala 860-100251280.000 70.000 Round T-Arm370.000 70.000 KMW ETCR-654L12H6370.000 70.000 Samsung RRH-P4 (1.9 GHz)370.000 70.000 Samsung RRH-V3 (2.5GHz w/ 370.000 70.000 Samsung 800 MHz RRU670.000 70.000 RFS FIM800CAB-C1D370.000 70.000 Trimble Acutime 2000170.000 66.000 Andrew Microwaves PX2F·52266.000 Linear Appurtenance Elev (ft) From DescriptionTo Exposed To Wind 5.000 66.000 1/2" Coax No 5.000 70.000 1 1/4" Hybriflex Yes 5.000 70.000 3" conduit Yes 5.000 70.000 5/16" (0.31"-No 5.000 80.000 0.39" (10mm) No 5.000 80.000 0.76" (19.2mm) 8 No 5.000 80.000 2" conduit No 5.000 80.000 3/8" (0.38"- No 5.000 80.000 7/8" Coax No 5.000 99.000 7/8" Coax Yes 5.000 110.0 EW63 No 5.000 116.0 1 5/8" Coax No 5.000 116.0 1.58" (40.1mm) No 0.000 99.000 1 1/4" (1.25"- Yes 0.000 80.000 0.78" (19.7mm) 8 No Load Cases 1.2D + 1.6W 85 mph with No Ice 0.9D + 1.6W 85 mph with No Ice (Reduced DL) 1.2D + 1.0Di + 1.0Wi 30 mph with 0.25 in Radial Ice (1.2 + 0.2Sds) * DL + E Seismic Equivalent Lateral Forces Method (1.2 + 0.2Sds) * DL + E Seismic Equivalent Modal Analysis Method (0.9 - 0.2Sds) * DL + E Seismic (Reduced DL) Equivalent Lateral (0.9 - 0.2Sds) * DL + E Seismic (Reduced DL) Equivalent Modal 1.0D + 1.0W Serviceability 60 mph Moment Shear Axial Load Case Reactions (kip)(kip)(kip-ft) 1.2D + 1.6W 1716.32 20.48 33.42 0.9D + 1.6W 1674.58 20.16 25.05 1.2D + 1.0Di + 1.0Wi 224.88 2.90 52.48 (1.2 + 0.2Sds) * DL + E ELFM 444.43 4.88 37.05 (1.2 + 0.2Sds) * DL + E EMAM 436.68 4.56 37.05 (0.9 - 0.2Sds) * DL + E ELFM 435.33 4.87 19.67 (0.9 - 0.2Sds) * DL + E EMAM 426.78 4.55 19.67 1.0D + 1.0W 468.44 5.62 27.88 Dish Deflections Attach Elev (ft)Load Case RotationDeflection (deg)(in) 1.0D + 1.0W 66.00 5.343 0.783 1.0D + 1.0W 110.00 14.461 1.134 Load Case : 1.2D + 1.6W Max Ratio 60.30% at 0.0 ft Interaction 1.020.920.820.720.620.520.420.320.220.120.02Elevation (ft)0.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 90.000 95.000 99.000 105.000 110.000 115.000 119.000 1.00 1.00 0.60 0.59 0.57 0.56 0.54 0.53 0.51 0.49 0.46 0.44 0.42 0.58 0.51 0.46 0.40 0.35 0.29 0.26 0.22 0.18 0.29 0.21 0.15 0.09 0.03 0.00 Site Number: 4/21/2020 4:55:50 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY Analysis Parameters Location :Height (ft) : Base Diameter (in) : Top Diameter (in) :Shape : Code : 120 12 Sides 42.20 19.94 ANSI/TIA-222-G Taper (in/ft) :0.200 King County, WA Pole Manfacturer :Valmont Pole Type :Custom 0.00Rotation (deg) : Ice & Wind Parameters Structure Class:II Exposure Category:B Topographic Category:1 Crest Height: Design Wind Speed Without Ice: Design Wind Speed With Ice: Operational Wind Speed: Design Ice Thickness: 85 mph 30 mph 60 mph 0.25 in0 ft Seismic Parameters Analysis Method:Equivalent Modal Analysis & Equivalent Lateral Force Methods Site Class:D - Stiff Soil (sec): Period Based on Rayleigh Method (sec):1.89 6 p:1 S S F F S S Max: C Min:1.000 1.287 0.493 0.174 0.174 0.0381.507 0.4950.858 T LL s : a: ds: 1: v : d1 : C s s : C s Load Cases 1.2D + 1.6W 85 mph with No Ice 0.9D + 1.6W 85 mph with No Ice (Reduced DL) 1.2D + 1.0Di + 1.0Wi 30 mph with 0.25 in Radial Ice (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method 1.0D + 1.0W Serviceability 60 mph Page:1 Site Number: 4/21/2020 4:55:50 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY Bottom Slip TaperD/tW/tIxAreaElevDiaD/tW/tIxAreaElevDiaWeightJointJointFyThickLengthSect RatioRatio(in(in(ft)(in)(lb)Len (in)Type(ksi)(in)(ft)Info (in/ft)RatioRatio(in(in(ft)(in) Top Shaft Section Properties 2 )4 )2 )4 ) 52.000 650.3750 42.201-12 0.00 31.797,825 52.000.00 50.50 11276.7 37.94 4782.427.47 112.53 84.8020.04 0.200026 48.167 Slip650.2813 33.392-12 62.00 23.764,200 95.0046.83 29.99 4197.0 21.26 1496.129.14 118.74 84.4819.96 0.200026 25.000 Butt650.1875 24.683-12 0.00 19.931,136 120.0095.00 14.79 1133.3 11.92 593.732.60 131.67 106.3325.81 0.190000 Shaft Weight 13,162 (ft) OrientationEPAaWeight No Ice Ice (lb)(sf)Factor Discrete Appurtenance Properties Elev (ft)Description Weight (lb)(sf) EPAa Orientation FactorKa Vert Ecc Qty Attach Round Sector Frame119.00 300.00 14.400 0.750.0000.753 419.90 19.795 0.75 Commscope CBC78-DF-2X116.00 13.20 0.388 0.500.0000.806 18.55 0.528 0.50 Ericsson Radio 2212 B13/B5 (w/o 116.00 44.10 1.856 0.500.0000.8012 60.11 2.149 0.50 Raycap RxxDC-3315-PF-48 (32 116.00 32.00 2.512 0.670.0000.802 57.90 2.851 0.67 Ericsson RRUS 32 B66A116.00 50.70 2.720 0.670.0000.803 74.55 3.099 0.67 Ericsson RRUS 32 B2116.00 53.00 2.743 0.670.0000.803 76.93 3.124 0.67 Antel BXA-80090/8CF116.00 23.00 8.290 0.730.0000.803 77.26 8.773 0.73 Amphenol Antel 116.00 44.80 9.394 0.700.0000.802 98.84 10.231 0.70 Amphenol Antel 116.00 55.80 12.990 1.000.0000.801 128.66 13.882 1.00 Amphenol Antel 116.00 57.00 13.413 0.660.0000.804 142.97 14.565 0.66 Amphenol Antel 116.00 108.70 23.231 0.690.0000.802 240.04 24.442 0.69 RFS SB2-107BC110.00 26.50 5.395 1.000.0001.001 62.63 5.837 1.00 Andrew ETW200VS12UB99.00 11.00 0.404 0.500.0000.803 14.92 0.543 0.50 Nokia FRLB99.00 59.50 2.080 0.670.0000.803 76.56 2.384 0.67 Nokia AHFIB Mid-Band 4T4R 99.00 66.00 2.200 0.670.0000.803 86.91 2.525 0.67 Raycap ASU9338TYP0199.00 14.90 3.213 1.000.0000.801 38.78 3.587 1.00 Nokia FXFB99.00 55.10 3.573 0.690.0000.802 80.09 3.968 0.69 Andrew TMZXXX-6516-A3M with 99.00 38.40 10.049 0.570.0000.803 90.00 10.974 0.57 Andrew SBNHH-1D65C99.00 66.10 11.350 0.700.0000.803 138.94 12.382 0.70 Round Low Profile Platform99.00 1,500.00 21.700 1.000.0001.001 1,707.18 27.839 1.00 Kathrein Scala 860-1002580.00 1.10 0.140 0.500.0000.7512 2.78 0.235 0.50 Powerwave Allgon TT19-80.00 16.00 0.553 0.501.0000.756 22.32 0.713 0.50 Nokia AirScale RRH 4T4R B5 80.00 35.30 1.286 0.500.0000.753 47.60 1.521 0.50 Raycap DC6-48-60-18-8F(32.8 80.00 32.80 1.470 1.002.0000.752 52.09 1.688 1.00 Raycap DC6-48-60-18-8C80.00 16.00 2.030 1.000.0000.751 34.20 2.267 1.00 Nokia Airscale Dual RRH 4T4R 80.00 77.20 2.228 0.670.0000.753 96.59 2.547 0.67 Alcatel-Lucent RRH4X25-WCS80.00 70.00 3.165 0.721.0000.753 98.57 3.571 0.72 Nokia AirScale Dual RRH 4T4R 80.00 88.20 3.683 0.681.0000.753 120.42 4.093 0.68 Kathrein Scala 800 1076480.00 40.80 5.866 0.672.0000.753 80.59 6.533 0.67 Commscope SBNHH-1D65C 80.00 66.10 11.380 0.702.0000.753 137.56 12.389 0.70 Commscope NNH4-65D-R6 (88.2 80.00 88.20 19.135 0.640.0000.753 200.65 20.406 0.64 CellMax CMA-80.00 104.00 22.722 0.600.0000.753 234.94 23.900 0.60 Round Platform w/ Handrails80.00 2,000.00 27.200 1.000.0001.001 2,405.16 34.843 1.00 Trimble Acutime 200070.00 1.30 0.254 1.000.0001.001 5.54 0.362 1.00 RFS FIM800CAB-C1D70.00 53.00 1.229 0.500.0000.803 66.66 1.462 0.50 Samsung 800 MHz RRU70.00 59.50 2.310 0.670.0000.806 83.54 2.618 0.67 Samsung RRH-V3 (2.5GHz w/ 70.00 59.50 2.403 0.670.0000.803 82.32 2.718 0.67 Samsung RRH-P4 (1.9 GHz)70.00 62.80 2.737 0.670.0000.803 87.62 3.083 0.67 Round T-Arm70.00 250.00 9.700 0.670.0000.803 314.50 12.244 0.67 KMW ETCR-654L12H670.00 84.90 15.707 0.610.0000.803 174.19 16.720 0.61 Andrew Microwaves PX2F·5266.00 14.00 5.228 0.900.0001.002 31.04 5.704 0.90 41Num Loadings:Totals 131 15,969.5310,735.00 Page:2 Site Number: 4/21/2020 4:55:50 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY (ft)(ft) Linear Appurtenance Properties Description From Elev To Elev Wind To (lb/ft) Wt Qty CoaxCoax Dia (in)CarrierFlat(deg) From Face (in) Azimuth Dist ExposedDist Between Rows (in) Max Coax / Row Dist Between Cols (in) Load Case Azimuth (deg) :330 N0.82 N1.98 VERIZON WIRELESS00.0061.00 1.005.00 116.00 1 5/8" Coax6 N1.61 N1.58 VERIZON WIRELESS00.0011.00 1.005.00 116.00 1.58" (40.1mm) Hybrid2 N0.51 N2.01 VERIZON WIRELESS00.0011.00 1.005.00 110.00 EW631 Y1.05 N1.25 T-MOBILE2851.0011.00 1.000.00 99.00 1 1/4" (1.25"- 31.8mm) 1 Y0.33 N1.09 T-MOBILE3001.0061.00 1.005.00 99.00 7/8" Coax12 N0.59 N0.78 AT&T MOBILITY00.0000.00 0.000.00 80.00 0.78" (19.7mm) 8 AWG 4 N0.06 N0.39 AT&T MOBILITY00.0000.00 0.005.00 80.00 0.39" (10mm) Fiber 3 N0.53 N0.76 AT&T MOBILITY00.0000.00 0.005.00 80.00 0.76" (19.2mm) 8 AWG 2 N3.65 N2.38 AT&T MOBILITY00.0000.00 0.005.00 80.00 2" conduit4 N0.23 N0.38 AT&T MOBILITY00.0000.00 0.005.00 80.00 3/8" (0.38"- 9.5mm) 1 N0.33 N1.09 AT&T MOBILITY00.0000.00 0.005.00 80.00 7/8" Coax18 Y1.00 N1.54 CLEARWIRE 240 1.0031.00 1.005.00 70.00 1 1/4" Hybriflex Cable3 Y7.58 N3.50 CLEARWIRE 230 1.0011.00 1.005.00 70.00 3" conduit1 N0.05 N0.31 CLEARWIRE 0 0.0011.00 1.005.00 70.00 5/16" (0.31"-7.9mm) 1 N0.15 N0.63 CLEARWIRE 0 0.0021.00 1.005.00 66.00 1/2" Coax2 Page:3 Site Number: 4/21/2020 4:55:50 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY (lb) Weight Description (in) Thick Dia (in) Area (in Ix (in W/t Ratio Ratio Segment Properties (Max Len : 5.ft) Seg Top Elev (ft)(ksi) D/t F'y S Z Flat 2)4)(in 3 )(in3 ) 0.00 0.3750 42.200 112.5327.4711,276.750.504 0.074.8 516.2 0.0 5.00 0.3750 41.200 109.8726.7610,486.949.296 849.075.5 491.7 0.0 10.00 0.3750 40.200 107.2026.049,734.948.088 828.476.3 467.8 0.0 15.00 0.3750 39.200 104.5325.339,019.746.881 807.977.1 444.5 0.0 20.00 0.3750 38.199 101.8724.628,340.545.673 787.377.9 421.8 0.0 25.00 0.3750 37.199 99.2023.907,696.244.465 766.878.6 399.7 0.0 30.00 0.3750 36.199 96.5323.197,086.043.258 746.379.4 378.2 0.0 35.00 0.3750 35.199 93.8622.476,509.042.050 725.780.2 357.2 0.0 40.00 0.3750 34.199 91.2021.765,964.140.842 705.281.0 336.9 0.0 45.00 0.3750 33.199 88.5321.045,450.639.635 684.681.8 317.2 0.0 Bot - Section 246.83 0.3750 32.832 87.5520.785,269.939.192 245.981.9 310.1 0.0 50.00 0.3750 32.199 85.8620.334,967.338.427 738.281.9 298.0 0.0 Top - Section 152.00 0.2813 32.361 115.0628.153,816.229.052 458.874.0 227.8 0.0 55.00 0.2813 31.761 112.9327.583,606.028.509 293.874.6 219.3 0.0 60.00 0.2813 30.761 109.3726.633,273.127.603 477.375.7 205.6 0.0 65.00 0.2813 29.761 105.8225.672,961.426.697 461.976.7 192.2 0.0 66.00 0.2813 29.561 105.1025.482,901.526.516 90.576.9 189.6 0.0 70.00 0.2813 28.761 102.2624.722,670.125.792 356.077.8 179.4 0.0 75.00 0.2813 27.761 98.7023.772,398.624.886 431.178.8 166.9 0.0 80.00 0.2813 26.760 95.1522.822,146.123.980 415.779.8 154.9 0.0 85.00 0.2813 25.760 91.5921.861,912.023.074 400.380.9 143.4 0.0 90.00 0.2813 24.760 88.0420.911,695.522.169 384.981.9 132.3 0.0 Top - Section 295.00 0.2813 23.760 84.4819.961,496.121.263 369.581.9 121.6 0.0 Bot - Section 395.00 0.1875 24.688 131.6732.601,133.314.792 69.2 88.7 0.0 99.00 0.1875 23.927 127.6131.511,031.114.333 198.270.3 83.2 0.0 100.0 0.1875 23.737 126.6031.241,006.514.218 48.670.6 81.9 0.0 105.0 0.1875 22.788 121.5329.89889.513.645 237.072.1 75.4 0.0 110.0 0.1875 21.837 116.4728.53782.013.071 227.373.6 69.2 0.0 115.0 0.1875 20.888 111.4027.17683.512.498 217.575.1 63.2 0.0 116.0 0.1875 20.698 110.3926.90664.912.383 42.375.4 62.1 0.0 119.0 0.1875 20.128 107.3526.08611.012.039 124.776.3 58.6 0.0 120.0 0.1875 19.938 106.3325.81593.711.924 40.876.6 57.5 0.0 13,161.6 Page:4 Site Number: 4/21/2020 4:55:50 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY Load Case:1.2D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.60 23 Iterations Wind Importance Factor :1.00 85 mph with No Ice Seg Elev (ft) MY (lb-ft)(lb-ft) MZ Applied Segment Forces Summary MomentTorsion Description Shaft Forces Wind FX (lb)(lb) Wind FX (lb) Discrete Forces Dead Load (lb) Linear Forces Wind FX (lb) Load Dead (lb) Sum of Forces Wind FX (lb) Dead Load (lb) Torsion MY (lb-ft) Moment MZ (lb) Load Dead 0.00 194.7 0.0 0.0 0.0 194.7 0.0 0.0 0.0 5.00 384.7 1,018.8 0.0 20.5 384.7 1,039.2 0.0 0.0 10.00 375.4 994.1 0.0 293.8 375.4 1,287.9 0.0 0.0 15.00 366.0 969.5 0.0 293.8 366.0 1,263.2 0.0 0.0 20.00 356.7 944.8 0.0 293.8 356.7 1,238.6 0.0 0.0 25.00 347.4 920.2 0.0 293.8 347.4 1,213.9 0.0 0.0 30.00 342.0 895.5 0.0 293.8 342.0 1,189.3 0.0 0.0 35.00 343.5 870.9 0.0 293.8 343.5 1,164.6 0.0 0.0 40.00 346.8 846.2 0.0 293.8 346.8 1,140.0 0.0 0.0 45.00 238.3 821.5 0.0 293.8 238.3 1,115.3 0.0 0.0 46.83 178.2Bot - Section 2 295.1 0.0 107.7 178.2 402.8 0.0 0.0 50.00 186.1 885.9 0.0 186.0 186.1 1,071.9 0.0 0.0 52.00 180.5Top - Section 1 550.6 0.0 117.5 180.5 668.1 0.0 0.0 55.00 289.6 352.6 0.0 176.3 289.6 528.8 0.0 0.0 60.00 363.8 572.8 0.0 293.8 363.8 866.6 0.0 0.0 65.00 218.9 554.3 0.0 293.8 218.9 848.1 0.0 0.0 66.00 183.0Appurtenance(s)108.6 255.4 0.0 0.0 33.6 0.0 58.8 438.4 201.0 0.0 0.0 70.00 329.8Appurtenance(s)427.2 1,546.0 0.0 0.0 2,266.7 0.0 233.6 1,875.8 2,927.4 0.0 0.0 75.00 366.7 517.3 0.0 228.2 366.7 745.5 0.0 0.0 80.00 366.6Appurtenance(s)498.8 3,831.2 0.0 2,018.7 4,680.2 0.0 228.2 4,197.8 5,407.3 0.0 0.0 85.00 366.1 480.3 0.0 82.0 366.1 562.3 0.0 0.0 90.00 365.2 461.9 0.0 82.0 365.2 543.8 0.0 0.0 95.00 330.3Top - Section 2 443.4 0.0 82.0 330.3 525.3 0.0 0.0 99.00 179.4Appurtenance(s)237.9 2,084.3 0.0 0.0 2,817.7 0.0 65.6 2,263.7 3,121.1 0.0 0.0 100.00 185.8 58.3 0.0 10.4 185.8 68.7 0.0 0.0 105.00 304.6 284.4 0.0 51.9 304.6 336.3 0.0 0.0 110.00 295.8Appurtenance(s)272.7 169.4 0.0 0.0 31.8 0.0 51.9 465.2 356.4 0.0 0.0 115.00 174.2 261.0 0.0 48.8 174.2 309.9 0.0 0.0 116.00 113.1Appurtenance(s)50.8 3,530.6 0.0 0.0 1,972.0 0.0 9.8 3,643.7 2,032.5 0.0 0.0 119.00 112.3Appurtenance(s)149.6 780.5 0.0 0.0 1,080.0 0.0 0.0 892.8 1,229.6 0.0 0.0 120.00 27.8 48.9 0.0 0.0 27.8 48.9 0.0 0.0 Totals:20,610.8 33,454.3 0.00 0.00 Page:5 Site Number: 4/21/2020 4:55:53 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY Load Case:1.2D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.60 23 Iterations Wind Importance Factor :1.00 85 mph with No Ice Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi 0.00 -33.42 -20.48 -1,716.320.00 0.00 1,716.32 3,397.66 1,698.83 2,894.135,860.19 0.00 0.00 0.603 5.00 -32.30 -20.21 -1,613.930.00 0.00 1,613.93 3,350.99 1,675.50 2,785.525,640.27 0.11 -0.21 0.589 10.00 -30.94 -19.94 -1,512.880.00 0.00 1,512.88 3,302.63 1,651.32 2,677.455,421.45 0.45 -0.42 0.575 15.00 -29.61 -19.68 -1,413.170.00 0.00 1,413.17 3,252.58 1,626.29 2,570.035,203.95 1.00 -0.64 0.559 20.00 -28.30 -19.41 -1,314.790.00 0.00 1,314.79 3,200.83 1,600.41 2,463.374,987.97 1.79 -0.85 0.543 25.00 -27.02 -19.14 -1,217.740.00 0.00 1,217.74 3,147.39 1,573.69 2,357.564,773.72 2.79 -1.07 0.525 30.00 -25.77 -18.88 -1,122.010.00 0.00 1,122.01 3,092.25 1,546.12 2,252.724,561.43 4.03 -1.28 0.507 35.00 -24.54 -18.60 -1,027.640.00 0.00 1,027.64 3,035.42 1,517.71 2,148.944,351.30 5.49 -1.50 0.486 40.00 -23.35 -18.30 -934.660.00 0.00 934.66 2,976.89 1,488.45 2,046.344,143.54 7.17 -1.71 0.465 45.00 -22.19 -18.09 -843.130.00 0.00 843.13 2,916.67 1,458.34 1,945.013,938.36 9.08 -1.93 0.441 46.83 -21.76 -17.94 -809.970.00 0.00 809.97 2,888.84 1,444.42 1,904.683,856.71 9.84 -2.00 0.433 50.00 -20.67 -17.75 -753.180.00 0.00 753.18 2,832.46 1,416.23 1,830.653,706.80 11.21 -2.14 0.419 52.00 -19.97 -17.58 -717.680.00 0.00 717.68 1,935.19 967.59 1,264.572,560.58 12.12 -2.22 0.578 55.00 -19.40 -17.33 -664.940.00 0.00 664.94 1,914.99 957.49 1,227.762,486.04 13.56 -2.35 0.552 60.00 -18.48 -17.01 -578.270.00 0.00 578.27 1,879.97 939.98 1,166.672,362.35 16.15 -2.59 0.506 65.00 -17.60 -16.79 -493.220.00 0.00 493.22 1,843.25 921.62 1,106.012,239.51 18.99 -2.82 0.456 66.00 -17.39 -16.38 -476.430.00 0.00 476.43 1,835.70 917.85 1,093.942,215.07 19.59 -2.87 0.445 70.00 -14.52 -14.40 -410.910.00 0.00 410.91 1,804.84 902.42 1,045.872,117.74 22.07 -3.04 0.401 75.00 -13.75 -14.04 -338.900.00 0.00 338.90 1,764.73 882.37 986.371,997.26 25.36 -3.24 0.352 80.00 -8.57 -9.56 -266.670.00 0.00 266.67 1,722.93 861.46 927.601,878.26 28.86 -3.42 0.293 85.00 -8.00 -9.18 -218.870.00 0.00 218.87 1,679.44 839.72 869.671,760.96 32.53 -3.59 0.257 90.00 -7.46 -8.80 -172.960.00 0.00 172.96 1,634.05 817.03 812.601,645.39 36.36 -3.73 0.218 95.00 -6.94 -8.45 -128.950.00 0.00 128.95 1,567.29 783.65 747.191,512.95 40.34 -3.86 0.177 95.00 -6.94 -8.45 -128.950.00 0.00 128.95 920.69 460.35 459.99931.41 40.34 -3.86 0.288 99.00 -3.98 -5.98 -95.150.00 0.00 95.15 907.41 453.71 439.18889.29 43.61 -3.94 0.221 100.00 -3.92 -5.80 -89.170.00 0.00 89.17 903.94 451.97 433.97878.74 44.44 -3.97 0.210 105.00 -3.59 -5.48 -60.180.00 0.00 60.18 885.66 442.83 407.91825.96 48.65 -4.07 0.152 110.00 -3.27 -4.99 -32.800.00 0.00 32.80 865.85 432.92 381.89773.26 52.96 -4.15 0.090 115.00 -2.97 -4.79 -7.860.00 0.00 7.86 844.51 422.25 355.99720.83 57.32 -4.19 0.026 116.00 -1.21 -1.01 -3.070.00 0.00 3.07 840.06 420.03 350.83710.39 58.20 -4.19 0.010 119.00 -0.05 -0.03 -0.030.00 0.00 0.03 826.34 413.17 335.43679.19 60.83 -4.19 0.000 120.00 0.00 -0.03 0.000.00 0.00 0.00 821.64 410.82 330.31668.83 61.70 -4.19 0.000 Page:6 Site Number: 4/21/2020 4:55:53 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY Load Case:0.9D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 1.60 23 Iterations Wind Importance Factor :1.00 85 mph with No Ice (Reduced DL) Seg Elev (ft) MY (lb-ft)(lb-ft) MZ Applied Segment Forces Summary MomentTorsion Description Shaft Forces Wind FX (lb)(lb) Wind FX (lb) Discrete Forces Dead Load (lb) Linear Forces Wind FX (lb) Load Dead (lb) Sum of Forces Wind FX (lb) Dead Load (lb) Torsion MY (lb-ft) Moment MZ (lb) Load Dead 0.00 194.7 0.0 0.0 0.0 194.7 0.0 0.0 0.0 5.00 384.7 764.1 0.0 15.3 384.7 779.4 0.0 0.0 10.00 375.4 745.6 0.0 220.3 375.4 965.9 0.0 0.0 15.00 366.0 727.1 0.0 220.3 366.0 947.4 0.0 0.0 20.00 356.7 708.6 0.0 220.3 356.7 928.9 0.0 0.0 25.00 347.4 690.1 0.0 220.3 347.4 910.4 0.0 0.0 30.00 342.0 671.6 0.0 220.3 342.0 892.0 0.0 0.0 35.00 343.5 653.1 0.0 220.3 343.5 873.5 0.0 0.0 40.00 346.8 634.6 0.0 220.3 346.8 855.0 0.0 0.0 45.00 237.8 616.2 0.0 220.3 237.8 836.5 0.0 0.0 46.83 176.1Bot - Section 2 221.3 0.0 80.8 176.1 302.1 0.0 0.0 50.00 183.1 664.4 0.0 139.5 183.1 804.0 0.0 0.0 52.00 176.9Top - Section 1 412.9 0.0 88.1 176.9 501.1 0.0 0.0 55.00 282.0 264.4 0.0 132.2 282.0 396.6 0.0 0.0 60.00 350.3 429.6 0.0 220.3 350.3 649.9 0.0 0.0 65.00 209.1 415.7 0.0 220.3 209.1 636.1 0.0 0.0 66.00 172.4Appurtenance(s)81.5 255.4 0.0 0.0 25.2 0.0 44.1 427.8 150.7 0.0 0.0 70.00 307.7Appurtenance(s)320.4 1,546.0 0.0 0.0 1,700.0 0.0 175.2 1,853.7 2,195.6 0.0 0.0 75.00 337.0 388.0 0.0 171.1 337.0 559.1 0.0 0.0 80.00 330.9Appurtenance(s)374.1 3,831.2 0.0 2,018.7 3,510.2 0.0 171.1 4,162.1 4,055.4 0.0 0.0 85.00 324.1 360.3 0.0 61.5 324.1 421.7 0.0 0.0 90.00 316.7 346.4 0.0 61.5 316.7 407.9 0.0 0.0 95.00 283.5Top - Section 2 332.5 0.0 61.5 283.5 394.0 0.0 0.0 99.00 158.4Appurtenance(s)178.4 2,084.3 0.0 0.0 2,113.3 0.0 49.2 2,242.8 2,340.9 0.0 0.0 100.00 185.8 43.7 0.0 7.8 185.8 51.5 0.0 0.0 105.00 304.6 213.3 0.0 38.9 304.6 252.3 0.0 0.0 110.00 295.8Appurtenance(s)204.5 169.4 0.0 0.0 23.8 0.0 38.9 465.2 267.3 0.0 0.0 115.00 174.2 195.8 0.0 36.6 174.2 232.4 0.0 0.0 116.00 113.1Appurtenance(s)38.1 3,530.6 0.0 0.0 1,479.0 0.0 7.3 3,643.7 1,524.4 0.0 0.0 119.00 112.3Appurtenance(s)112.2 780.5 0.0 0.0 810.0 0.0 0.0 892.8 922.2 0.0 0.0 120.00 27.8 36.7 0.0 0.0 27.8 36.7 0.0 0.0 Totals:20,314.1 25,090.7 0.00 0.00 Page:7 Site Number: 4/21/2020 4:55:56 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY Load Case:0.9D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 1.60 23 Iterations Wind Importance Factor :1.00 85 mph with No Ice (Reduced DL) Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi 0.00 -25.05 -20.16 -1,674.580.00 0.00 1,674.58 3,397.66 1,698.83 2,894.135,860.19 0.00 0.00 0.586 5.00 -24.20 -19.87 -1,573.760.00 0.00 1,573.76 3,350.99 1,675.50 2,785.525,640.27 0.11 -0.20 0.572 10.00 -23.17 -19.57 -1,474.430.00 0.00 1,474.43 3,302.63 1,651.32 2,677.455,421.45 0.44 -0.41 0.558 15.00 -22.16 -19.28 -1,376.580.00 0.00 1,376.58 3,252.58 1,626.29 2,570.035,203.95 0.98 -0.62 0.543 20.00 -21.16 -18.98 -1,280.210.00 0.00 1,280.21 3,200.83 1,600.41 2,463.374,987.97 1.74 -0.83 0.526 25.00 -20.19 -18.70 -1,185.290.00 0.00 1,185.29 3,147.39 1,573.69 2,357.564,773.72 2.72 -1.04 0.509 30.00 -19.24 -18.41 -1,091.800.00 0.00 1,091.80 3,092.25 1,546.12 2,252.724,561.43 3.92 -1.25 0.491 35.00 -18.30 -18.11 -999.770.00 0.00 999.77 3,035.42 1,517.71 2,148.944,351.30 5.35 -1.46 0.471 40.00 -17.40 -17.80 -909.210.00 0.00 909.21 2,976.89 1,488.45 2,046.344,143.54 6.99 -1.67 0.450 45.00 -16.52 -17.58 -820.200.00 0.00 820.20 2,916.67 1,458.34 1,945.013,938.36 8.85 -1.87 0.428 46.83 -16.20 -17.42 -787.970.00 0.00 787.97 2,888.84 1,444.42 1,904.683,856.71 9.58 -1.95 0.419 50.00 -15.37 -17.24 -732.790.00 0.00 732.79 2,832.46 1,416.23 1,830.653,706.80 10.92 -2.08 0.406 52.00 -14.84 -17.07 -698.310.00 0.00 698.31 1,935.19 967.59 1,264.572,560.58 11.81 -2.16 0.560 55.00 -14.40 -16.82 -647.090.00 0.00 647.09 1,914.99 957.49 1,227.762,486.04 13.21 -2.28 0.535 60.00 -13.70 -16.50 -562.990.00 0.00 562.99 1,879.97 939.98 1,166.672,362.35 15.73 -2.52 0.490 65.00 -13.04 -16.29 -480.500.00 0.00 480.50 1,843.25 921.62 1,106.012,239.51 18.50 -2.75 0.442 66.00 -12.88 -15.88 -464.210.00 0.00 464.21 1,835.70 917.85 1,093.942,215.07 19.08 -2.79 0.432 70.00 -10.73 -13.95 -400.680.00 0.00 400.68 1,804.84 902.42 1,045.872,117.74 21.49 -2.96 0.389 75.00 -10.15 -13.62 -330.910.00 0.00 330.91 1,764.73 882.37 986.371,997.26 24.70 -3.16 0.341 80.00 -6.31 -9.25 -260.790.00 0.00 260.79 1,722.93 861.46 927.601,878.26 28.11 -3.34 0.285 85.00 -5.89 -8.92 -214.530.00 0.00 214.53 1,679.44 839.72 869.671,760.96 31.68 -3.49 0.250 90.00 -5.48 -8.59 -169.930.00 0.00 169.93 1,634.05 817.03 812.601,645.39 35.42 -3.64 0.213 95.00 -5.09 -8.29 -126.970.00 0.00 126.97 1,567.29 783.65 747.191,512.95 39.29 -3.76 0.173 95.00 -5.09 -8.29 -126.970.00 0.00 126.97 920.69 460.35 459.99931.41 39.29 -3.76 0.282 99.00 -2.90 -5.90 -93.800.00 0.00 93.80 907.41 453.71 439.18889.29 42.48 -3.84 0.217 100.00 -2.85 -5.72 -87.900.00 0.00 87.90 903.94 451.97 433.97878.74 43.29 -3.87 0.206 105.00 -2.61 -5.40 -59.310.00 0.00 59.31 885.66 442.83 407.91825.96 47.39 -3.97 0.149 110.00 -2.37 -4.92 -32.310.00 0.00 32.31 865.85 432.92 381.89773.26 51.60 -4.05 0.087 115.00 -2.15 -4.73 -7.720.00 0.00 7.72 844.51 422.25 355.99720.83 55.85 -4.08 0.024 116.00 -0.89 -0.99 -2.990.00 0.00 2.99 840.06 420.03 350.83710.39 56.71 -4.09 0.010 119.00 -0.03 -0.03 -0.030.00 0.00 0.03 826.34 413.17 335.43679.19 59.27 -4.09 0.000 120.00 0.00 -0.03 0.000.00 0.00 0.00 821.64 410.82 330.31668.83 60.13 -4.09 0.000 Page:8 Site Number: 4/21/2020 4:55:56 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY Load Case:1.2D + 1.0Di + 1.0Wi Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.00 22 Iterations Wind Importance Factor : Ice Importance Factor : 1.00 1.00 Ice Dead Load Factor :1.00 30 mph with 0.25 in Radial Ice Seg Elev (ft) MY (lb-ft)(lb-ft) MZ Applied Segment Forces Summary MomentTorsion Description Shaft Forces Wind FX (lb)(lb) Wind FX (lb) Discrete Forces Dead Load (lb) Linear Forces Wind FX (lb) Load Dead (lb) Sum of Forces Wind FX (lb) Dead Load (lb) Torsion MY (lb-ft) Moment MZ (lb) Load Dead 0.00 18.5 0.0 0.0 0.0 18.5 0.0 0.0 0.0 5.00 36.6 1,122.9 1.6 24.3 38.2 1,147.2 0.0 0.0 10.00 35.8 1,107.6 20.3 372.2 56.1 1,479.8 0.0 0.0 15.00 35.0 1,086.1 20.6 377.4 55.6 1,463.4 0.0 0.0 20.00 34.1 1,062.4 20.9 381.0 55.0 1,443.4 0.0 0.0 25.00 33.3 1,037.6 21.0 383.8 54.3 1,421.4 0.0 0.0 30.00 32.8 1,012.2 21.1 386.1 53.9 1,398.3 0.0 0.0 35.00 33.0 986.3 21.7 388.1 54.7 1,374.4 0.0 0.0 40.00 33.3 960.1 89.3 389.6 122.6 1,349.7 0.0 0.0 45.00 22.9 933.5 90.4 390.1 113.2 1,323.6 0.0 0.0 46.83 17.0Bot - Section 2 336.0 33.3 143.2 50.3 479.1 0.0 0.0 50.00 17.6 956.8 57.7 247.4 75.3 1,204.2 0.0 0.0 52.00 17.0Top - Section 1 595.1 36.5 156.3 53.5 751.4 0.0 0.0 55.00 27.2 418.4 55.6 234.6 82.8 653.1 0.0 0.0 60.00 33.8 679.9 92.6 391.4 126.5 1,071.3 0.0 0.0 65.00 20.2 658.9 92.4 391.7 112.6 1,050.6 0.0 0.0 66.00 16.7Appurtenance(s)129.5 21.7 0.0 0.0 95.7 18.4 78.4 56.8 303.6 0.0 0.0 70.00 29.8Appurtenance(s)508.8 137.6 0.0 0.0 4,007.3 73.5 312.2 240.9 4,828.3 0.0 0.0 75.00 32.7 616.5 48.5 300.2 81.2 916.7 0.0 0.0 80.00 32.1Appurtenance(s)595.2 336.2 0.0 174.0 10,441.7 48.1 300.4 416.4 11,337.3 0.0 0.0 85.00 31.5 573.7 47.5 154.3 79.0 728.1 0.0 0.0 90.00 30.9 552.2 46.8 154.5 77.7 706.7 0.0 0.0 95.00 27.7Top - Section 2 530.7 46.1 154.6 73.8 685.3 0.0 0.0 99.00 15.5Appurtenance(s)308.5 188.5 0.0 0.0 5,945.8 37.5 123.8 241.4 6,378.1 0.0 0.0 100.00 18.2 75.9 0.0 10.4 18.2 86.2 0.0 0.0 105.00 29.8 369.1 0.0 51.9 29.8 421.0 0.0 0.0 110.00 29.0Appurtenance(s)354.4 14.3 0.0 0.0 94.4 0.0 51.9 43.3 500.7 0.0 0.0 115.00 17.1 339.5 0.0 48.8 17.1 388.4 0.0 0.0 116.00 11.1Appurtenance(s)66.4 298.7 0.0 0.0 4,915.9 0.0 9.8 309.8 4,992.0 0.0 0.0 119.00 11.1Appurtenance(s)195.2 83.5 0.0 0.0 2,339.7 0.0 0.0 94.6 2,534.9 0.0 0.0 120.00 2.7 64.0 0.0 0.0 2.7 64.0 0.0 0.0 Totals:2,905.82 52,482.6 0.00 0.00 Page:9 Site Number: 4/21/2020 4:55:58 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY Load Case:1.2D + 1.0Di + 1.0Wi Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.00 22 Iterations Wind Importance Factor : Ice Importance Factor : 1.00 1.00 Ice Dead Load Factor :1.00 30 mph with 0.25 in Radial Ice Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi 0.00 -52.48 -2.90 -224.880.00 0.00 224.88 3,397.66 1,698.83 2,894.135,860.19 0.00 0.00 0.093 5.00 -51.33 -2.89 -210.380.00 0.00 210.38 3,350.99 1,675.50 2,785.525,640.27 0.01 -0.03 0.091 10.00 -49.85 -2.85 -195.950.00 0.00 195.95 3,302.63 1,651.32 2,677.455,421.45 0.06 -0.06 0.088 15.00 -48.39 -2.82 -181.680.00 0.00 181.68 3,252.58 1,626.29 2,570.035,203.95 0.13 -0.08 0.086 20.00 -46.94 -2.78 -167.590.00 0.00 167.59 3,200.83 1,600.41 2,463.374,987.97 0.23 -0.11 0.083 25.00 -45.52 -2.75 -153.670.00 0.00 153.67 3,147.39 1,573.69 2,357.564,773.72 0.36 -0.14 0.080 30.00 -44.12 -2.71 -139.930.00 0.00 139.93 3,092.25 1,546.12 2,252.724,561.43 0.52 -0.16 0.076 35.00 -42.75 -2.67 -126.380.00 0.00 126.38 3,035.42 1,517.71 2,148.944,351.30 0.71 -0.19 0.073 40.00 -41.39 -2.56 -113.020.00 0.00 113.02 2,976.89 1,488.45 2,046.344,143.54 0.92 -0.22 0.069 45.00 -40.07 -2.46 -100.200.00 0.00 100.20 2,916.67 1,458.34 1,945.013,938.36 1.16 -0.24 0.065 46.83 -39.59 -2.41 -95.700.00 0.00 95.70 2,888.84 1,444.42 1,904.683,856.71 1.26 -0.25 0.064 50.00 -38.39 -2.34 -88.050.00 0.00 88.05 2,832.46 1,416.23 1,830.653,706.80 1.43 -0.27 0.062 52.00 -37.64 -2.29 -83.370.00 0.00 83.37 1,935.19 967.59 1,264.572,560.58 1.55 -0.28 0.085 55.00 -36.98 -2.22 -76.500.00 0.00 76.50 1,914.99 957.49 1,227.762,486.04 1.73 -0.29 0.082 60.00 -35.91 -2.10 -65.400.00 0.00 65.40 1,879.97 939.98 1,166.672,362.35 2.05 -0.32 0.075 65.00 -34.86 -1.99 -54.880.00 0.00 54.88 1,843.25 921.62 1,106.012,239.51 2.40 -0.35 0.069 66.00 -34.56 -1.94 -52.890.00 0.00 52.89 1,835.70 917.85 1,093.942,215.07 2.47 -0.35 0.067 70.00 -29.73 -1.68 -45.110.00 0.00 45.11 1,804.84 902.42 1,045.872,117.74 2.77 -0.37 0.060 75.00 -28.81 -1.61 -36.700.00 0.00 36.70 1,764.73 882.37 986.371,997.26 3.17 -0.39 0.054 80.00 -17.48 -1.12 -28.490.00 0.00 28.49 1,722.93 861.46 927.601,878.26 3.60 -0.41 0.041 85.00 -16.75 -1.04 -22.910.00 0.00 22.91 1,679.44 839.72 869.671,760.96 4.04 -0.43 0.036 90.00 -16.04 -0.96 -17.740.00 0.00 17.74 1,634.05 817.03 812.601,645.39 4.49 -0.44 0.032 95.00 -15.36 -0.88 -12.950.00 0.00 12.95 1,567.29 783.65 747.191,512.95 4.97 -0.46 0.027 95.00 -15.36 -0.88 -12.950.00 0.00 12.95 920.69 460.35 459.99931.41 4.97 -0.46 0.045 99.00 -8.98 -0.59 -9.430.00 0.00 9.43 907.41 453.71 439.18889.29 5.35 -0.47 0.031 100.00 -8.90 -0.57 -8.840.00 0.00 8.84 903.94 451.97 433.97878.74 5.45 -0.47 0.030 105.00 -8.48 -0.54 -5.990.00 0.00 5.99 885.66 442.83 407.91825.96 5.95 -0.48 0.024 110.00 -7.98 -0.49 -3.290.00 0.00 3.29 865.85 432.92 381.89773.26 6.45 -0.49 0.018 115.00 -7.59 -0.47 -0.830.00 0.00 0.83 844.51 422.25 355.99720.83 6.96 -0.49 0.011 116.00 -2.60 -0.12 -0.360.00 0.00 0.36 840.06 420.03 350.83710.39 7.07 -0.49 0.004 119.00 -0.06 0.00 0.000.00 0.00 0.00 826.34 413.17 335.43679.19 7.37 -0.49 0.000 120.00 0.00 0.00 0.000.00 0.00 0.00 821.64 410.82 330.31668.83 7.48 -0.49 0.000 Page:10 Site Number: 4/21/2020 4:55:58 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY Load Case:1.0D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 1.00 Wind Load Factor : 1.00 22 Iterations Wind Importance Factor :1.00 Serviceability 60 mph Seg Elev (ft) MY (lb-ft)(lb-ft) MZ Applied Segment Forces Summary MomentTorsion Description Shaft Forces Wind FX (lb)(lb) Wind FX (lb) Discrete Forces Dead Load (lb) Linear Forces Wind FX (lb) Load Dead (lb) Sum of Forces Wind FX (lb) Dead Load (lb) Torsion MY (lb-ft) Moment MZ (lb) Load Dead 0.00 54.3 0.0 0.0 0.0 54.3 0.0 0.0 0.0 5.00 107.2 849.0 0.0 17.0 107.2 866.0 0.0 0.0 10.00 104.6 828.4 0.0 244.8 104.6 1,073.2 0.0 0.0 15.00 102.0 807.9 0.0 244.8 102.0 1,052.7 0.0 0.0 20.00 99.4 787.3 0.0 244.8 99.4 1,032.1 0.0 0.0 25.00 96.8 766.8 0.0 244.8 96.8 1,011.6 0.0 0.0 30.00 95.3 746.3 0.0 244.8 95.3 991.1 0.0 0.0 35.00 95.7 725.7 0.0 244.8 95.7 970.5 0.0 0.0 40.00 96.6 705.2 0.0 244.8 96.6 950.0 0.0 0.0 45.00 66.3 684.6 0.0 244.8 66.3 929.4 0.0 0.0 46.83 49.1Bot - Section 2 245.9 0.0 89.8 49.1 335.6 0.0 0.0 50.00 51.0 738.2 0.0 155.0 51.0 893.3 0.0 0.0 52.00 49.3Top - Section 1 458.8 0.0 97.9 49.3 556.7 0.0 0.0 55.00 78.6 293.8 0.0 146.9 78.6 440.7 0.0 0.0 60.00 97.6 477.3 0.0 244.8 97.6 722.1 0.0 0.0 65.00 58.2 461.9 0.0 244.8 58.2 706.7 0.0 0.0 66.00 48.0Appurtenance(s)90.5 71.2 0.0 0.0 28.0 0.0 49.0 119.2 167.5 0.0 0.0 70.00 85.7Appurtenance(s)356.0 430.8 0.0 0.0 1,888.9 0.0 194.6 516.5 2,439.5 0.0 0.0 75.00 93.9 431.1 0.0 190.2 93.9 621.3 0.0 0.0 80.00 92.2Appurtenance(s)415.7 1,067.5 0.0 562.5 3,900.2 0.0 190.2 1,159.7 4,506.1 0.0 0.0 85.00 90.3 400.3 0.0 68.3 90.3 468.6 0.0 0.0 90.00 88.2 384.9 0.0 68.3 88.2 453.2 0.0 0.0 95.00 79.0Top - Section 2 369.5 0.0 68.3 79.0 437.8 0.0 0.0 99.00 44.1Appurtenance(s)198.2 580.8 0.0 0.0 2,348.1 0.0 54.6 624.9 2,601.0 0.0 0.0 100.00 51.8 48.6 0.0 8.7 51.8 57.2 0.0 0.0 105.00 84.9 237.0 0.0 43.3 84.9 280.3 0.0 0.0 110.00 82.4Appurtenance(s)227.3 47.2 0.0 0.0 26.5 0.0 43.3 129.6 297.0 0.0 0.0 115.00 48.5 217.5 0.0 40.7 48.5 258.2 0.0 0.0 116.00 31.5Appurtenance(s)42.3 983.8 0.0 0.0 1,643.3 0.0 8.1 1,015.3 1,693.8 0.0 0.0 119.00 31.3Appurtenance(s)124.7 217.5 0.0 0.0 900.0 0.0 0.0 248.8 1,024.7 0.0 0.0 120.00 7.7 40.8 0.0 0.0 7.7 40.8 0.0 0.0 Totals:5,660.29 27,878.6 0.00 0.00 Page:11 Site Number: 4/21/2020 4:56:01 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY Load Case:1.0D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 1.00 Wind Load Factor : 1.00 22 Iterations Wind Importance Factor :1.00 Serviceability 60 mph Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi 0.00 -27.88 -5.62 -468.440.00 0.00 468.44 3,397.66 1,698.83 2,894.135,860.19 0.00 0.00 0.170 5.00 -27.00 -5.54 -440.350.00 0.00 440.35 3,350.99 1,675.50 2,785.525,640.27 0.03 -0.06 0.166 10.00 -25.93 -5.46 -412.650.00 0.00 412.65 3,302.63 1,651.32 2,677.455,421.45 0.12 -0.12 0.162 15.00 -24.87 -5.38 -385.350.00 0.00 385.35 3,252.58 1,626.29 2,570.035,203.95 0.27 -0.17 0.158 20.00 -23.83 -5.30 -358.460.00 0.00 358.46 3,200.83 1,600.41 2,463.374,987.97 0.49 -0.23 0.153 25.00 -22.81 -5.22 -331.950.00 0.00 331.95 3,147.39 1,573.69 2,357.564,773.72 0.76 -0.29 0.148 30.00 -21.82 -5.15 -305.830.00 0.00 305.83 3,092.25 1,546.12 2,252.724,561.43 1.10 -0.35 0.143 35.00 -20.84 -5.06 -280.110.00 0.00 280.11 3,035.42 1,517.71 2,148.944,351.30 1.50 -0.41 0.137 40.00 -19.89 -4.98 -254.790.00 0.00 254.79 2,976.89 1,488.45 2,046.344,143.54 1.96 -0.47 0.131 45.00 -18.96 -4.92 -229.880.00 0.00 229.88 2,916.67 1,458.34 1,945.013,938.36 2.48 -0.53 0.125 46.83 -18.62 -4.88 -220.870.00 0.00 220.87 2,888.84 1,444.42 1,904.683,856.71 2.68 -0.55 0.122 50.00 -17.72 -4.83 -205.420.00 0.00 205.42 2,832.46 1,416.23 1,830.653,706.80 3.06 -0.58 0.118 52.00 -17.17 -4.78 -195.770.00 0.00 195.77 1,935.19 967.59 1,264.572,560.58 3.31 -0.61 0.164 55.00 -16.72 -4.71 -181.430.00 0.00 181.43 1,914.99 957.49 1,227.762,486.04 3.70 -0.64 0.157 60.00 -16.00 -4.62 -157.880.00 0.00 157.88 1,879.97 939.98 1,166.672,362.35 4.41 -0.71 0.144 65.00 -15.29 -4.57 -134.770.00 0.00 134.77 1,843.25 921.62 1,106.012,239.51 5.18 -0.77 0.130 66.00 -15.12 -4.45 -130.200.00 0.00 130.20 1,835.70 917.85 1,093.942,215.07 5.34 -0.78 0.127 70.00 -12.68 -3.91 -112.390.00 0.00 112.39 1,804.84 902.42 1,045.872,117.74 6.02 -0.83 0.115 75.00 -12.06 -3.82 -92.830.00 0.00 92.83 1,764.73 882.37 986.371,997.26 6.92 -0.89 0.101 80.00 -7.57 -2.60 -73.160.00 0.00 73.16 1,722.93 861.46 927.601,878.26 7.87 -0.93 0.083 85.00 -7.10 -2.50 -60.190.00 0.00 60.19 1,679.44 839.72 869.671,760.96 8.88 -0.98 0.073 90.00 -6.65 -2.41 -47.670.00 0.00 47.67 1,634.05 817.03 812.601,645.39 9.92 -1.02 0.063 95.00 -6.21 -2.33 -35.620.00 0.00 35.62 1,567.29 783.65 747.191,512.95 11.01 -1.05 0.052 95.00 -6.21 -2.33 -35.620.00 0.00 35.62 920.69 460.35 459.99931.41 11.01 -1.05 0.084 99.00 -3.62 -1.65 -26.310.00 0.00 26.31 907.41 453.71 439.18889.29 11.90 -1.08 0.064 100.00 -3.56 -1.60 -24.660.00 0.00 24.66 903.94 451.97 433.97878.74 12.13 -1.08 0.061 105.00 -3.29 -1.51 -16.640.00 0.00 16.64 885.66 442.83 407.91825.96 13.28 -1.11 0.045 110.00 -2.99 -1.38 -9.070.00 0.00 9.07 865.85 432.92 381.89773.26 14.46 -1.13 0.027 115.00 -2.73 -1.33 -2.170.00 0.00 2.17 844.51 422.25 355.99720.83 15.66 -1.14 0.009 116.00 -1.06 -0.28 -0.840.00 0.00 0.84 840.06 420.03 350.83710.39 15.89 -1.14 0.004 119.00 -0.04 -0.01 -0.010.00 0.00 0.01 826.34 413.17 335.43679.19 16.61 -1.15 0.000 120.00 0.00 -0.01 0.000.00 0.00 0.00 821.64 410.82 330.31668.83 16.85 -1.15 0.000 Page:12 Site Number: 4/21/2020 4:56:01 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY Equivalent Lateral Forces Method Analysis (Based on ASCE7-10 Chapters 11, 12, 15) Spectral Response Acceleration for Short Period (S Spectral Response Acceleration at 1.0 Second Period (S Long-Period Transition Period (T Importance Factor (I Site Coefficient F Site Coeffiecient F Response Modification Coefficient (R): Design Spectral Response Acceleration at Short Period (S Design Spectral Response Acceleration at 1.0 Second Period (S Seismic Response Coefficient (C Upper Limit C Lower Limit C Period based on Rayleigh Method (sec): Redundancy Factor (p): Seismic Force Distribution Exponent (k): Total Unfactored Dead Load: Seismic Base Shear (E): 1.29 0.49 6 1.00 1.00 1.51 1.50 0.86 0.50 0.17 0.17 0.04 1.89 1.00 1.70 27.88 4.86 k k ): 1 L ): ): s E): ): a v ds): d1): s ): s s : : Segment (ft) Height Above Base Weight (lb)(lb-ft) W C Horizontal Force (lb)(lb) Vertical Force Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method z vx 30 560.00413641 18119.50 29 1710.011405125 53117.50 28 690.00415950 21115.50 27 3540.021779258 101112.50 26 3710.020755271 98107.50 25 3840.019722280 94102.50 24 780.00414057 1899.50 23 3470.016593253 7797.00 22 6000.025947438 12392.50 21 6220.024892453 11687.50 20 6430.022835469 10882.50 19 8310.026971606 12677.50 18 8520.024889621 11572.50 17 7550.019707551 9268.00 16 1910.004168139 2265.50 15 9690.021786707 10262.50 14 9900.019698722 9157.50 13 6040.010377441 4953.50 12 7640.012439557 5751.00 11 1,2250.017645893 8448.42 10 4600.006221336 2945.92 9 1,2750.014538929 7042.50 8 1,3030.012444950 5837.50 Page:13 Site Number: 4/21/2020 4:56:01 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY 7 1,3310.010356971 4632.50 6 1,3590.007274991 3627.50 5 1,3880.0051991,012 2622.50 4 1,4160.0041331,032 1717.50 3 1,4440.002761,053 1012.50 2 1,4720.001331,073 47.50 1 1,1880.0004866 12.50 Round Sector Frame 1,2340.0802,985900 387119.00 Commscope CBC78-DF-2 1090.00725279 33116.00 Ericsson Radio 2212 7260.0451,681529 218116.00 Raycap RxxDC-3315-PF 880.00520364 26116.00 Ericsson RRUS 32 B66 2090.013483152 63116.00 Ericsson RRUS 32 B2 2180.013505159 66116.00 Antel BXA-80090/8CF 950.00621969 28116.00 Amphenol Antel QUAD4 1230.00828590 37116.00 Amphenol Antel QUAD3 770.00517756 23116.00 Amphenol Antel HEX45 3130.019724228 94116.00 Amphenol Antel HEX33 2980.018691217 90116.00 RFS SB2-107BC 360.0027726 10110.00 Andrew ETW200VS12UB 450.0028033 1099.00 Nokia FRLB 2450.012433178 5699.00 Nokia AHFIB Mid-Band 2720.013481198 6299.00 Raycap ASU9338TYP01 200.0013615 599.00 Nokia FXFB 1510.007268110 3599.00 Andrew TMZXXX-6516-A 1580.007280115 3699.00 Andrew SBNHH-1D65C 2720.013481198 6299.00 Round Low Profile Pl 2,0570.0973,6421,500 47399.00 Kathrein Scala 860-1 180.0012213 380.00 Powerwave Allgon TT1 1320.00416296 2180.00 Nokia AirScale RRH 4 1450.005179106 2380.00 Raycap DC6-48-60-18-900.00311166 1480.00 Raycap DC6-48-60-18-220.0012716 480.00 Nokia Airscale Dual 3180.010392232 5180.00 Alcatel-Lucent RRH4X 2880.009355210 4680.00 Nokia AirScale Dual 3630.012448265 5880.00 Kathrein Scala 800 1 1680.006207122 2780.00 Commscope SBNHH-1D65 2720.009335198 4480.00 Commscope NNH4-65D-R 3630.012448265 5880.00 CellMax CMA-UBTULBUL 4280.014528312 6880.00 Round Platform w/ Ha 2,7430.0903,3832,000 43980.00 Trimble Acutime 2000 20.00021 070.00 RFS FIM800CAB-C1D 2180.006214159 2870.00 Samsung 800 MHz RRU 4900.013481357 6270.00 Samsung RRH-V3 (2.5G 2450.006241178 3170.00 Samsung RRH-P4 (1.9 2580.007254188 3370.00 Round T-Arm 1,0290.0271,011750 13170.00 KMW ETCR-654L12H6 3490.009343255 4570.00 Andrew Microwaves PX 380.0013428 466.00 27,879 37,481 1.000 4,864 38,238 Segment (ft) Height Above Base Weight (lb)(lb-ft) W C Horizontal Force (lb)(lb) Vertical Force Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method z vx 30 300.00413641 18119.50 29 910.011405125 53117.50 28 370.00415950 21115.50 27 1880.021779258 101112.50 26 1970.020755271 98107.50 25 2040.019722280 94102.50 Page:14 Site Number: 4/21/2020 4:56:01 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY 24 420.00414057 1899.50 23 1840.016593253 7797.00 22 3190.025947438 12392.50 21 3300.024892453 11687.50 20 3410.022835469 10882.50 19 4410.026971606 12677.50 18 4530.024889621 11572.50 17 4010.019707551 9268.00 16 1020.004168139 2265.50 15 5150.021786707 10262.50 14 5260.019698722 9157.50 13 3210.010377441 4953.50 12 4060.012439557 5751.00 11 6510.017645893 8448.42 10 2440.006221336 2945.92 9 6770.014538929 7042.50 8 6920.012444950 5837.50 7 7070.010356971 4632.50 6 7220.007274991 3627.50 5 7370.0051991,012 2622.50 4 7520.0041331,032 1717.50 3 7670.002761,053 1012.50 2 7820.001331,073 47.50 1 6310.0004866 12.50 Round Sector Frame 6560.0802,985900 387119.00 Commscope CBC78-DF-2 580.00725279 33116.00 Ericsson Radio 2212 3850.0451,681529 218116.00 Raycap RxxDC-3315-PF 470.00520364 26116.00 Ericsson RRUS 32 B66 1110.013483152 63116.00 Ericsson RRUS 32 B2 1160.013505159 66116.00 Antel BXA-80090/8CF 500.00621969 28116.00 Amphenol Antel QUAD4 650.00828590 37116.00 Amphenol Antel QUAD3 410.00517756 23116.00 Amphenol Antel HEX45 1660.019724228 94116.00 Amphenol Antel HEX33 1580.018691217 90116.00 RFS SB2-107BC 190.0027726 10110.00 Andrew ETW200VS12UB 240.0028033 1099.00 Nokia FRLB 1300.012433178 5699.00 Nokia AHFIB Mid-Band 1440.013481198 6299.00 Raycap ASU9338TYP01 110.0013615 599.00 Nokia FXFB 800.007268110 3599.00 Andrew TMZXXX-6516-A 840.007280115 3699.00 Andrew SBNHH-1D65C 1440.013481198 6299.00 Round Low Profile Pl 1,0930.0973,6421,500 47399.00 Kathrein Scala 860-1 100.0012213 380.00 Powerwave Allgon TT1 700.00416296 2180.00 Nokia AirScale RRH 4 770.005179106 2380.00 Raycap DC6-48-60-18-480.00311166 1480.00 Raycap DC6-48-60-18-120.0012716 480.00 Nokia Airscale Dual 1690.010392232 5180.00 Alcatel-Lucent RRH4X 1530.009355210 4680.00 Nokia AirScale Dual 1930.012448265 5880.00 Kathrein Scala 800 1 890.006207122 2780.00 Commscope SBNHH-1D65 1440.009335198 4480.00 Commscope NNH4-65D-R 1930.012448265 5880.00 CellMax CMA-UBTULBUL 2270.014528312 6880.00 Round Platform w/ Ha 1,4570.0903,3832,000 43980.00 Trimble Acutime 2000 10.00021 070.00 RFS FIM800CAB-C1D 1160.006214159 2870.00 Samsung 800 MHz RRU 2600.013481357 6270.00 Samsung RRH-V3 (2.5G 1300.006241178 3170.00 Samsung RRH-P4 (1.9 1370.007254188 3370.00 Round T-Arm 5460.0271,011750 13170.00 KMW ETCR-654L12H6 1860.009343255 4570.00 Page:15 Site Number: 4/21/2020 4:56:01 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY Andrew Microwaves PX 200.0013428 466.00 27,879 37,481 1.000 4,864 20,307 Page:16 Site Number: 4/21/2020 4:56:01 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi (1.2 + 0.2Sds) * DL + E ELFMLoad Case Seismic Equivalent Lateral Forces Method 0.00 -37.05 -4.88 0.00 -444.43 0.00 444.43 3,397.66 1,698.83 5,860.19 2,894.13 0.00 0.00 0.164 5.00 -35.57 -4.91 0.00 -420.02 0.00 420.02 3,350.99 1,675.50 5,640.27 2,785.52 0.03 -0.05 0.161 10.00 -34.12 -4.93 0.00 -395.47 0.00 395.47 3,302.63 1,651.32 5,421.45 2,677.45 0.12 -0.11 0.158 15.00 -32.70 -4.94 0.00 -370.82 0.00 370.82 3,252.58 1,626.29 5,203.95 2,570.03 0.26 -0.17 0.154 20.00 -31.31 -4.94 0.00 -346.11 0.00 346.11 3,200.83 1,600.41 4,987.97 2,463.37 0.47 -0.22 0.150 25.00 -29.95 -4.93 0.00 -321.39 0.00 321.39 3,147.39 1,573.69 4,773.72 2,357.56 0.73 -0.28 0.146 30.00 -28.61 -4.91 0.00 -296.74 0.00 296.74 3,092.25 1,546.12 4,561.43 2,252.72 1.05 -0.34 0.141 35.00 -27.30 -4.87 0.00 -272.20 0.00 272.20 3,035.42 1,517.71 4,351.30 2,148.94 1.43 -0.39 0.136 40.00 -26.02 -4.81 0.00 -247.87 0.00 247.87 2,976.89 1,488.45 4,143.54 2,046.34 1.88 -0.45 0.130 45.00 -25.56 -4.80 0.00 -223.79 0.00 223.79 2,916.67 1,458.34 3,938.36 1,945.01 2.38 -0.51 0.124 46.83 -24.33 -4.72 0.00 -215.00 0.00 215.00 2,888.84 1,444.42 3,856.71 1,904.68 2.58 -0.53 0.121 50.00 -23.57 -4.66 0.00 -200.06 0.00 200.06 2,832.46 1,416.23 3,706.80 1,830.65 2.94 -0.56 0.118 52.00 -22.96 -4.62 0.00 -190.74 0.00 190.74 1,935.19 967.59 2,560.58 1,264.57 3.18 -0.59 0.163 55.00 -21.97 -4.54 0.00 -176.88 0.00 176.88 1,914.99 957.49 2,486.04 1,227.76 3.56 -0.62 0.156 60.00 -21.00 -4.45 0.00 -154.19 0.00 154.19 1,879.97 939.98 2,362.35 1,166.67 4.24 -0.68 0.143 65.00 -20.80 -4.44 0.00 -131.94 0.00 131.94 1,843.25 921.62 2,239.51 1,106.01 4.99 -0.75 0.131 66.00 -20.01 -4.34 0.00 -127.51 0.00 127.51 1,835.70 917.85 2,215.07 1,093.94 5.15 -0.76 0.127 70.00 -16.57 -3.86 0.00 -110.14 0.00 110.14 1,804.84 902.42 2,117.74 1,045.87 5.81 -0.80 0.115 75.00 -15.73 -3.74 0.00 -90.83 0.00 90.83 1,764.73 882.37 1,997.26 986.37 6.68 -0.86 0.101 80.00 -9.76 -2.69 0.00 -72.13 0.00 72.13 1,722.93 861.46 1,878.26 927.60 7.60 -0.91 0.083 85.00 -9.13 -2.57 0.00 -58.68 0.00 58.68 1,679.44 839.72 1,760.96 869.67 8.58 -0.95 0.073 90.00 -8.53 -2.44 0.00 -45.83 0.00 45.83 1,634.05 817.03 1,645.39 812.60 9.59 -0.99 0.062 95.00 -8.19 -2.36 0.00 -33.61 0.00 33.61 1,567.29 783.65 1,512.95 747.19 10.65 -1.02 0.050 95.00 -8.19 -2.36 0.00 -33.61 0.00 33.61 920.69 460.35 931.41 459.99 10.65 -1.02 0.082 99.00 -4.90 -1.55 0.00 -24.15 0.00 24.15 907.41 453.71 889.29 439.18 11.51 -1.04 0.060 100.00 -4.52 -1.45 0.00 -22.61 0.00 22.61 903.94 451.97 878.74 433.97 11.73 -1.05 0.057 105.00 -4.15 -1.35 0.00 -15.36 0.00 15.36 885.66 442.83 825.96 407.91 12.85 -1.08 0.042 110.00 -3.76 -1.23 0.00 -8.64 0.00 8.64 865.85 432.92 773.26 381.89 13.99 -1.10 0.027 115.00 -3.69 -1.21 0.00 -2.50 0.00 2.50 844.51 422.25 720.83 355.99 15.14 -1.11 0.011 116.00 -1.28 -0.43 0.00 -1.29 0.00 1.29 840.06 420.03 710.39 350.83 15.38 -1.11 0.005 119.00 0.00 0.00 0.00 0.00 0.00 0.00 826.34 413.17 679.19 335.43 16.07 -1.11 0.000 120.00 0.00 0.00 0.00 0.00 0.00 0.00 821.64 410.82 668.83 330.31 16.30 -1.11 0.000 Page:17 Site Number: 4/21/2020 4:56:01 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi (0.9 - 0.2Sds) * DL + E ELFMLoad Case Seismic (Reduced DL) Equivalent Lateral Forces Method 0.00 -19.67 -4.87 0.00 -435.33 0.00 435.33 3,397.66 1,698.83 5,860.19 2,894.13 0.00 0.00 0.156 5.00 -18.89 -4.89 0.00 -410.97 0.00 410.97 3,350.99 1,675.50 5,640.27 2,785.52 0.03 -0.05 0.153 10.00 -18.12 -4.89 0.00 -386.54 0.00 386.54 3,302.63 1,651.32 5,421.45 2,677.45 0.11 -0.11 0.150 15.00 -17.36 -4.89 0.00 -362.08 0.00 362.08 3,252.58 1,626.29 5,203.95 2,570.03 0.26 -0.16 0.146 20.00 -16.62 -4.88 0.00 -337.64 0.00 337.64 3,200.83 1,600.41 4,987.97 2,463.37 0.45 -0.22 0.142 25.00 -15.89 -4.85 0.00 -313.25 0.00 313.25 3,147.39 1,573.69 4,773.72 2,357.56 0.71 -0.27 0.138 30.00 -15.18 -4.82 0.00 -288.99 0.00 288.99 3,092.25 1,546.12 4,561.43 2,252.72 1.03 -0.33 0.133 35.00 -14.48 -4.77 0.00 -264.89 0.00 264.89 3,035.42 1,517.71 4,351.30 2,148.94 1.40 -0.38 0.128 40.00 -13.80 -4.71 0.00 -241.04 0.00 241.04 2,976.89 1,488.45 4,143.54 2,046.34 1.83 -0.44 0.122 45.00 -13.56 -4.69 0.00 -217.49 0.00 217.49 2,916.67 1,458.34 3,938.36 1,945.01 2.32 -0.49 0.116 46.83 -12.90 -4.60 0.00 -208.90 0.00 208.90 2,888.84 1,444.42 3,856.71 1,904.68 2.52 -0.51 0.114 50.00 -12.50 -4.55 0.00 -194.32 0.00 194.32 2,832.46 1,416.23 3,706.80 1,830.65 2.87 -0.55 0.111 52.00 -12.17 -4.50 0.00 -185.22 0.00 185.22 1,935.19 967.59 2,560.58 1,264.57 3.11 -0.57 0.153 55.00 -11.65 -4.42 0.00 -171.71 0.00 171.71 1,914.99 957.49 2,486.04 1,227.76 3.47 -0.60 0.146 60.00 -11.13 -4.32 0.00 -149.63 0.00 149.63 1,879.97 939.98 2,362.35 1,166.67 4.14 -0.67 0.134 65.00 -11.02 -4.31 0.00 -128.02 0.00 128.02 1,843.25 921.62 2,239.51 1,106.01 4.87 -0.73 0.122 66.00 -10.60 -4.21 0.00 -123.71 0.00 123.71 1,835.70 917.85 2,215.07 1,093.94 5.02 -0.74 0.119 70.00 -8.77 -3.75 0.00 -106.88 0.00 106.88 1,804.84 902.42 2,117.74 1,045.87 5.66 -0.78 0.107 75.00 -8.33 -3.62 0.00 -88.14 0.00 88.14 1,764.73 882.37 1,997.26 986.37 6.51 -0.84 0.094 80.00 -5.16 -2.61 0.00 -70.04 0.00 70.04 1,722.93 861.46 1,878.26 927.60 7.41 -0.88 0.079 85.00 -4.83 -2.50 0.00 -56.97 0.00 56.97 1,679.44 839.72 1,760.96 869.67 8.36 -0.92 0.068 90.00 -4.51 -2.37 0.00 -44.49 0.00 44.49 1,634.05 817.03 1,645.39 812.60 9.35 -0.96 0.058 95.00 -4.33 -2.29 0.00 -32.64 0.00 32.64 1,567.29 783.65 1,512.95 747.19 10.37 -0.99 0.046 95.00 -4.33 -2.29 0.00 -32.64 0.00 32.64 920.69 460.35 931.41 459.99 10.37 -0.99 0.076 99.00 -2.59 -1.50 0.00 -23.47 0.00 23.47 907.41 453.71 889.29 439.18 11.22 -1.02 0.056 100.00 -2.39 -1.41 0.00 -21.97 0.00 21.97 903.94 451.97 878.74 433.97 11.43 -1.02 0.053 105.00 -2.19 -1.31 0.00 -14.93 0.00 14.93 885.66 442.83 825.96 407.91 12.52 -1.05 0.039 110.00 -1.99 -1.19 0.00 -8.39 0.00 8.39 865.85 432.92 773.26 381.89 13.63 -1.07 0.024 115.00 -1.95 -1.17 0.00 -2.43 0.00 2.43 844.51 422.25 720.83 355.99 14.75 -1.08 0.009 116.00 -0.68 -0.42 0.00 -1.25 0.00 1.25 840.06 420.03 710.39 350.83 14.97 -1.08 0.004 119.00 0.00 0.00 0.00 0.00 0.00 0.00 826.34 413.17 679.19 335.43 15.65 -1.08 0.000 120.00 0.00 0.00 0.00 0.00 0.00 0.00 821.64 410.82 668.83 330.31 15.88 -1.08 0.000 Page:18 Site Number: 4/21/2020 4:56:01 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY Equivalent Modal Analysis Method (Based on ASCE7-10 Chapters 11, 12 & 15 and ANSI/TIA-G, section 2.7) Spectral Response Acceleration at 1.0 Second Period (S Importance Factor (I Site Coefficient F Site Coefficient F Response Modification Coefficient (R): Design Spectral Response Acceleration at Short Period (S Desing Spectral Response Acceleration at 1.0 Second Period (S Period Based on Rayleigh Method (sec): Redundancy Factor (p): Spectral Response Acceleration for Short Period (S 1.29 0.49 1.00 1.00 1.51 1.50 0.86 0.50 1.89 1.00 s ): 1 E a v ds d1 ): ): : ): ): Segment (ft) Height Above Base Weight (lb)a b c Saz Horizontal Force (lb)(lb) Vertical Force Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method 30 561.6211.1101.8981.87441 44119.50 29 1711.4480.9981.5941.812125 120117.50 28 691.2840.8951.3251.75150 43115.50 27 3541.0570.7560.9801.661258 182112.50 26 3710.7250.5630.5431.517271 131107.50 25 3840.4520.4100.2451.379280 84102.50 24 780.3150.3360.1201.29957 1299.50 23 3470.2170.2820.0401.235253 3797.00 22 6000.0770.201-0.0561.123438 2292.50 21 622-0.0270.134-0.1091.005453 -887.50 20 643-0.0780.085-0.1220.893469 -2582.50 19 831-0.0820.051-0.1100.788606 -3377.50 18 852-0.0480.028-0.0840.690621 -2072.50 17 7550.0030.015-0.0550.607551 168.00 16 1910.0350.011-0.0390.563139 365.50 15 9690.0730.008-0.0210.513707 3462.50 14 9900.1290.0060.0070.434722 6257.50 13 6040.1640.0070.0260.376441 4853.50 12 7640.1790.0090.0350.341557 6751.00 11 1,2250.1910.0120.0440.308893 11448.42 10 4600.1990.0140.0500.277336 4545.92 9 1,2750.2040.0190.0570.237929 12742.50 8 1,3030.2040.0250.0650.185950 12937.50 7 1,3310.1980.0320.0690.139971 12832.50 6 1,3590.1910.0370.0710.099991 12627.50 5 1,3880.1830.0410.0720.0661,012 12322.50 4 1,4160.1730.0420.0700.0401,032 11917.50 3 1,4440.1570.0380.0640.0211,053 11012.50 2 1,4720.1260.0290.0500.0071,073 907.50 1 1,1880.0590.0120.0220.001866 342.50 Round Sector Frame 1,2341.5771.0811.8191.859900 946119.00 Commscope CBC78-1091.3240.9201.3891.76679 70116.00 Ericsson Radio 2212 7261.3240.9201.3891.766529 467116.00 Raycap RxxDC-3315-PF 881.3240.9201.3891.76664 56116.00 Page:19 Site Number: 4/21/2020 4:56:01 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY Ericsson RRUS 32 B66 2091.3240.9201.3891.766152 134116.00 Ericsson RRUS 32 B2 2181.3240.9201.3891.766159 140116.00 Antel BXA-80090/8CF 951.3240.9201.3891.76669 61116.00 Amphenol Antel QUAD4 1231.3240.9201.3891.76690 79116.00 Amphenol Antel QUAD3 771.3240.9201.3891.76656 49116.00 Amphenol Antel HEX45 3131.3240.9201.3891.766228 201116.00 Amphenol Antel HEX33 2981.3240.9201.3891.766217 192116.00 RFS SB2-107BC 360.8830.6540.7421.58826 16110.00 Andrew ETW200VS12UB 450.2950.3240.1021.28633 699.00 Nokia FRLB 2450.2950.3240.1021.286178 3599.00 Nokia AHFIB Mid-Band 2720.2950.3240.1021.286198 3999.00 Raycap ASU9338TYP01 200.2950.3240.1021.28615 399.00 Nokia FXFB 1510.2950.3240.1021.286110 2299.00 Andrew TMZXXX-6516-1580.2950.3240.1021.286115 2399.00 Andrew SBNHH-1D65C 2720.2950.3240.1021.286198 3999.00 Round Low Profile Pl 2,0570.2950.3240.1021.2861,500 29599.00 Kathrein Scala 860-1 18-0.0860.066-0.1180.84013 -180.00 Powerwave Allgon TT1 132-0.0860.066-0.1180.84096 -580.00 Nokia AirScale RRH 4 145-0.0860.066-0.1180.840106 -680.00 Raycap DC6-48-60-18-90-0.0860.066-0.1180.84066 -480.00 Raycap DC6-48-60-18-22-0.0860.066-0.1180.84016 -180.00 Nokia Airscale Dual 318-0.0860.066-0.1180.840232 -1380.00 Alcatel-Lucent RRH4X 288-0.0860.066-0.1180.840210 -1280.00 Nokia AirScale Dual 363-0.0860.066-0.1180.840265 -1580.00 Kathrein Scala 800 1 168-0.0860.066-0.1180.840122 -780.00 Commscope SBNHH-272-0.0860.066-0.1180.840198 -1180.00 Commscope NNH4-65D-363-0.0860.066-0.1180.840265 -1580.00 CellMax CMA-428-0.0860.066-0.1180.840312 -1880.00 Round Platform w/ Ha 2,743-0.0860.066-0.1180.8402,000 -11480.00 Trimble Acutime 2000 2-0.0220.020-0.0680.6431 070.00 RFS FIM800CAB-C1D 218-0.0220.020-0.0680.643159 -270.00 Samsung 800 MHz RRU 490-0.0220.020-0.0680.643357 -570.00 Samsung RRH-V3 (2.5G 245-0.0220.020-0.0680.643178 -370.00 Samsung RRH-P4 (1.9 258-0.0220.020-0.0680.643188 -370.00 Round T-Arm 1,029-0.0220.020-0.0680.643750 -1170.00 KMW ETCR-654L12H6 349-0.0220.020-0.0680.643255 -470.00 Andrew Microwaves 380.0280.012-0.0430.57228 166.00 27,879 68.633 22.063 20.745 26.244 4,573 38,238 Segment (ft) Height Above Base Weight (lb)a b c Saz Horizontal Force (lb)(lb) Vertical Force Load Case (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method 30 301.6211.1101.8981.87441 44119.50 29 911.4480.9981.5941.812125 120117.50 28 371.2840.8951.3251.75150 43115.50 27 1881.0570.7560.9801.661258 182112.50 26 1970.7250.5630.5431.517271 131107.50 25 2040.4520.4100.2451.379280 84102.50 24 420.3150.3360.1201.29957 1299.50 23 1840.2170.2820.0401.235253 3797.00 22 3190.0770.201-0.0561.123438 2292.50 21 330-0.0270.134-0.1091.005453 -887.50 20 341-0.0780.085-0.1220.893469 -2582.50 19 441-0.0820.051-0.1100.788606 -3377.50 18 453-0.0480.028-0.0840.690621 -2072.50 17 4010.0030.015-0.0550.607551 168.00 16 1020.0350.011-0.0390.563139 365.50 15 5150.0730.008-0.0210.513707 3462.50 Page:20 Site Number: 4/21/2020 4:56:01 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY 14 5260.1290.0060.0070.434722 6257.50 13 3210.1640.0070.0260.376441 4853.50 12 4060.1790.0090.0350.341557 6751.00 11 6510.1910.0120.0440.308893 11448.42 10 2440.1990.0140.0500.277336 4545.92 9 6770.2040.0190.0570.237929 12742.50 8 6920.2040.0250.0650.185950 12937.50 7 7070.1980.0320.0690.139971 12832.50 6 7220.1910.0370.0710.099991 12627.50 5 7370.1830.0410.0720.0661,012 12322.50 4 7520.1730.0420.0700.0401,032 11917.50 3 7670.1570.0380.0640.0211,053 11012.50 2 7820.1260.0290.0500.0071,073 907.50 1 6310.0590.0120.0220.001866 342.50 Round Sector Frame 6561.5771.0811.8191.859900 946119.00 Commscope CBC78-581.3240.9201.3891.76679 70116.00 Ericsson Radio 2212 3851.3240.9201.3891.766529 467116.00 Raycap RxxDC-3315-PF 471.3240.9201.3891.76664 56116.00 Ericsson RRUS 32 B66 1111.3240.9201.3891.766152 134116.00 Ericsson RRUS 32 B2 1161.3240.9201.3891.766159 140116.00 Antel BXA-80090/8CF 501.3240.9201.3891.76669 61116.00 Amphenol Antel QUAD4 651.3240.9201.3891.76690 79116.00 Amphenol Antel QUAD3 411.3240.9201.3891.76656 49116.00 Amphenol Antel HEX45 1661.3240.9201.3891.766228 201116.00 Amphenol Antel HEX33 1581.3240.9201.3891.766217 192116.00 RFS SB2-107BC 190.8830.6540.7421.58826 16110.00 Andrew ETW200VS12UB 240.2950.3240.1021.28633 699.00 Nokia FRLB 1300.2950.3240.1021.286178 3599.00 Nokia AHFIB Mid-Band 1440.2950.3240.1021.286198 3999.00 Raycap ASU9338TYP01 110.2950.3240.1021.28615 399.00 Nokia FXFB 800.2950.3240.1021.286110 2299.00 Andrew TMZXXX-6516-840.2950.3240.1021.286115 2399.00 Andrew SBNHH-1D65C 1440.2950.3240.1021.286198 3999.00 Round Low Profile Pl 1,0930.2950.3240.1021.2861,500 29599.00 Kathrein Scala 860-1 10-0.0860.066-0.1180.84013 -180.00 Powerwave Allgon TT1 70-0.0860.066-0.1180.84096 -580.00 Nokia AirScale RRH 4 77-0.0860.066-0.1180.840106 -680.00 Raycap DC6-48-60-18-48-0.0860.066-0.1180.84066 -480.00 Raycap DC6-48-60-18-12-0.0860.066-0.1180.84016 -180.00 Nokia Airscale Dual 169-0.0860.066-0.1180.840232 -1380.00 Alcatel-Lucent RRH4X 153-0.0860.066-0.1180.840210 -1280.00 Nokia AirScale Dual 193-0.0860.066-0.1180.840265 -1580.00 Kathrein Scala 800 1 89-0.0860.066-0.1180.840122 -780.00 Commscope SBNHH-144-0.0860.066-0.1180.840198 -1180.00 Commscope NNH4-65D-193-0.0860.066-0.1180.840265 -1580.00 CellMax CMA-227-0.0860.066-0.1180.840312 -1880.00 Round Platform w/ Ha 1,457-0.0860.066-0.1180.8402,000 -11480.00 Trimble Acutime 2000 1-0.0220.020-0.0680.6431 070.00 RFS FIM800CAB-C1D 116-0.0220.020-0.0680.643159 -270.00 Samsung 800 MHz RRU 260-0.0220.020-0.0680.643357 -570.00 Samsung RRH-V3 (2.5G 130-0.0220.020-0.0680.643178 -370.00 Samsung RRH-P4 (1.9 137-0.0220.020-0.0680.643188 -370.00 Round T-Arm 546-0.0220.020-0.0680.643750 -1170.00 KMW ETCR-654L12H6 186-0.0220.020-0.0680.643255 -470.00 Andrew Microwaves 200.0280.012-0.0430.57228 166.00 27,879 68.633 22.063 20.745 26.244 4,573 20,307 Page:21 Site Number: 4/21/2020 4:56:01 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi (1.2 + 0.2Sds) * DL + E EMAMLoad Case Seismic Equivalent Modal Analysis Method 0.00 -37.05 -4.56 0.00 -436.68 0.00 436.68 3,397.66 1,698.83 5,860.19 2,894.13 0.00 0.00 0.162 5.00 -35.57 -4.50 0.00 -413.90 0.00 413.90 3,350.99 1,675.50 5,640.27 2,785.52 0.03 -0.05 0.159 10.00 -34.12 -4.42 0.00 -391.40 0.00 391.40 3,302.63 1,651.32 5,421.45 2,677.45 0.11 -0.11 0.157 15.00 -32.70 -4.33 0.00 -369.30 0.00 369.30 3,252.58 1,626.29 5,203.95 2,570.03 0.26 -0.16 0.154 20.00 -31.31 -4.23 0.00 -347.65 0.00 347.65 3,200.83 1,600.41 4,987.97 2,463.37 0.46 -0.22 0.151 25.00 -29.95 -4.13 0.00 -326.49 0.00 326.49 3,147.39 1,573.69 4,773.72 2,357.56 0.72 -0.28 0.148 30.00 -28.62 -4.03 0.00 -305.83 0.00 305.83 3,092.25 1,546.12 4,561.43 2,252.72 1.04 -0.34 0.145 35.00 -27.31 -3.92 0.00 -285.71 0.00 285.71 3,035.42 1,517.71 4,351.30 2,148.94 1.43 -0.40 0.142 40.00 -26.03 -3.81 0.00 -266.12 0.00 266.12 2,976.89 1,488.45 4,143.54 2,046.34 1.87 -0.46 0.139 45.00 -25.57 -3.78 0.00 -247.08 0.00 247.08 2,916.67 1,458.34 3,938.36 1,945.01 2.38 -0.52 0.136 46.83 -24.34 -3.67 0.00 -240.16 0.00 240.16 2,888.84 1,444.42 3,856.71 1,904.68 2.59 -0.54 0.135 50.00 -23.58 -3.61 0.00 -228.55 0.00 228.55 2,832.46 1,416.23 3,706.80 1,830.65 2.96 -0.58 0.133 52.00 -22.97 -3.56 0.00 -221.34 0.00 221.34 1,935.19 967.59 2,560.58 1,264.57 3.21 -0.61 0.187 55.00 -21.98 -3.51 0.00 -210.64 0.00 210.64 1,914.99 957.49 2,486.04 1,227.76 3.60 -0.64 0.183 60.00 -21.00 -3.50 0.00 -193.07 0.00 193.07 1,879.97 939.98 2,362.35 1,166.67 4.32 -0.72 0.177 65.00 -20.81 -3.51 0.00 -175.58 0.00 175.58 1,843.25 921.62 2,239.51 1,106.01 5.12 -0.80 0.170 66.00 -20.01 -3.51 0.00 -172.07 0.00 172.07 1,835.70 917.85 2,215.07 1,093.94 5.29 -0.82 0.168 70.00 -16.57 -3.53 0.00 -158.03 0.00 158.03 1,804.84 902.42 2,117.74 1,045.87 6.01 -0.89 0.160 75.00 -15.73 -3.57 0.00 -140.39 0.00 140.39 1,764.73 882.37 1,997.26 986.37 6.98 -0.97 0.151 80.00 -9.73 -3.72 0.00 -122.55 0.00 122.55 1,722.93 861.46 1,878.26 927.60 8.03 -1.04 0.138 85.00 -9.10 -3.73 0.00 -103.92 0.00 103.92 1,679.44 839.72 1,760.96 869.67 9.17 -1.12 0.125 90.00 -8.50 -3.71 0.00 -85.26 0.00 85.26 1,634.05 817.03 1,645.39 812.60 10.38 -1.19 0.110 95.00 -8.15 -3.67 0.00 -66.72 0.00 66.72 1,567.29 783.65 1,512.95 747.19 11.66 -1.25 0.095 95.00 -8.15 -3.67 0.00 -66.72 0.00 66.72 920.69 460.35 931.41 459.99 11.66 -1.25 0.154 99.00 -4.86 -3.13 0.00 -52.03 0.00 52.03 907.41 453.71 889.29 439.18 12.73 -1.30 0.124 100.00 -4.48 -3.04 0.00 -48.90 0.00 48.90 903.94 451.97 878.74 433.97 13.00 -1.31 0.118 105.00 -4.11 -2.90 0.00 -33.72 0.00 33.72 885.66 442.83 825.96 407.91 14.41 -1.37 0.087 110.00 -3.72 -2.70 0.00 -19.21 0.00 19.21 865.85 432.92 773.26 381.89 15.87 -1.41 0.055 115.00 -3.65 -2.65 0.00 -5.72 0.00 5.72 844.51 422.25 720.83 355.99 17.36 -1.44 0.020 116.00 -1.27 -1.02 0.00 -3.07 0.00 3.07 840.06 420.03 710.39 350.83 17.66 -1.44 0.010 119.00 0.00 0.00 0.00 0.00 0.00 0.00 826.34 413.17 679.19 335.43 18.56 -1.44 0.000 120.00 0.00 0.00 0.00 0.00 0.00 0.00 821.64 410.82 668.83 330.31 18.87 -1.44 0.000 Page:22 Site Number: 4/21/2020 4:56:01 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi (0.9 - 0.2Sds) * DL + E EMAMLoad Case Seismic (Reduced DL) Equivalent Modal Analysis Method 0.00 -19.67 -4.55 0.00 -426.78 0.00 426.78 3,397.66 1,698.83 5,860.19 2,894.13 0.00 0.00 0.153 5.00 -18.89 -4.48 0.00 -404.05 0.00 404.05 3,350.99 1,675.50 5,640.27 2,785.52 0.03 -0.05 0.151 10.00 -18.12 -4.38 0.00 -381.67 0.00 381.67 3,302.63 1,651.32 5,421.45 2,677.45 0.11 -0.11 0.148 15.00 -17.36 -4.28 0.00 -359.77 0.00 359.77 3,252.58 1,626.29 5,203.95 2,570.03 0.25 -0.16 0.145 20.00 -16.62 -4.17 0.00 -338.38 0.00 338.38 3,200.83 1,600.41 4,987.97 2,463.37 0.45 -0.21 0.143 25.00 -15.90 -4.05 0.00 -317.55 0.00 317.55 3,147.39 1,573.69 4,773.72 2,357.56 0.70 -0.27 0.140 30.00 -15.19 -3.94 0.00 -297.28 0.00 297.28 3,092.25 1,546.12 4,561.43 2,252.72 1.02 -0.33 0.137 35.00 -14.49 -3.82 0.00 -277.59 0.00 277.59 3,035.42 1,517.71 4,351.30 2,148.94 1.39 -0.39 0.134 40.00 -13.81 -3.70 0.00 -258.50 0.00 258.50 2,976.89 1,488.45 4,143.54 2,046.34 1.83 -0.44 0.131 45.00 -13.56 -3.66 0.00 -240.00 0.00 240.00 2,916.67 1,458.34 3,938.36 1,945.01 2.32 -0.50 0.128 46.83 -12.91 -3.55 0.00 -233.28 0.00 233.28 2,888.84 1,444.42 3,856.71 1,904.68 2.52 -0.53 0.127 50.00 -12.51 -3.49 0.00 -222.03 0.00 222.03 2,832.46 1,416.23 3,706.80 1,830.65 2.88 -0.56 0.126 52.00 -12.18 -3.44 0.00 -215.06 0.00 215.06 1,935.19 967.59 2,560.58 1,264.57 3.13 -0.59 0.176 55.00 -11.65 -3.39 0.00 -204.73 0.00 204.73 1,914.99 957.49 2,486.04 1,227.76 3.51 -0.63 0.173 60.00 -11.14 -3.36 0.00 -187.79 0.00 187.79 1,879.97 939.98 2,362.35 1,166.67 4.21 -0.70 0.167 65.00 -11.03 -3.37 0.00 -170.99 0.00 170.99 1,843.25 921.62 2,239.51 1,106.01 4.99 -0.78 0.161 66.00 -10.61 -3.37 0.00 -167.62 0.00 167.62 1,835.70 917.85 2,215.07 1,093.94 5.15 -0.80 0.159 70.00 -8.77 -3.40 0.00 -154.15 0.00 154.15 1,804.84 902.42 2,117.74 1,045.87 5.85 -0.86 0.152 75.00 -8.33 -3.44 0.00 -137.16 0.00 137.16 1,764.73 882.37 1,997.26 986.37 6.79 -0.94 0.144 80.00 -5.14 -3.64 0.00 -119.99 0.00 119.99 1,722.93 861.46 1,878.26 927.60 7.82 -1.02 0.132 85.00 -4.80 -3.64 0.00 -101.81 0.00 101.81 1,679.44 839.72 1,760.96 869.67 8.92 -1.09 0.120 90.00 -4.48 -3.62 0.00 -83.59 0.00 83.59 1,634.05 817.03 1,645.39 812.60 10.10 -1.16 0.106 95.00 -4.29 -3.58 0.00 -65.49 0.00 65.49 1,567.29 783.65 1,512.95 747.19 11.35 -1.22 0.090 95.00 -4.29 -3.58 0.00 -65.49 0.00 65.49 920.69 460.35 931.41 459.99 11.35 -1.22 0.147 99.00 -2.55 -3.07 0.00 -51.16 0.00 51.16 907.41 453.71 889.29 439.18 12.39 -1.27 0.119 100.00 -2.35 -2.99 0.00 -48.09 0.00 48.09 903.94 451.97 878.74 433.97 12.66 -1.28 0.113 105.00 -2.15 -2.85 0.00 -33.15 0.00 33.15 885.66 442.83 825.96 407.91 14.03 -1.34 0.084 110.00 -1.95 -2.65 0.00 -18.89 0.00 18.89 865.85 432.92 773.26 381.89 15.46 -1.38 0.052 115.00 -1.91 -2.61 0.00 -5.63 0.00 5.63 844.51 422.25 720.83 355.99 16.91 -1.40 0.018 116.00 -0.66 -1.01 0.00 -3.02 0.00 3.02 840.06 420.03 710.39 350.83 17.21 -1.40 0.009 119.00 0.00 0.00 0.00 0.00 0.00 0.00 826.34 413.17 679.19 335.43 18.09 -1.40 0.000 120.00 0.00 0.00 0.00 0.00 0.00 0.00 821.64 410.82 668.83 330.31 18.38 -1.40 0.000 Page:23 Site Number: 4/21/2020 4:56:01 PM Code:82935 Site Name:CEEJAY WA, WA © 2007 - 2020 by ATC IP LLC. All rights reserved.ANSI/TIA-222-G Engineering Number:OAA757486_C3_01 Customer:AT&T MOBILITY Analysis Summary Load Case (kips) FZ Shear Reactions Axial FY (kips)(ft-kips) MX Moment Elev (ft)Ratio Interaction Max Usage Shear FX (kips) Moment MZ (ft-kips) Moment MY (ft-kips) 1.2D + 1.6W 20.48 0.00 33.42 0.00 0.00 1716.32 0.00 0.60 0.9D + 1.6W 20.16 0.00 25.05 0.00 0.00 1674.58 0.00 0.59 1.2D + 1.0Di + 1.0Wi 2.90 0.00 52.48 0.00 0.00 224.88 0.00 0.09 (1.2 + 0.2Sds) * DL + E ELFM 4.88 0.00 37.05 0.00 0.00 444.43 0.00 0.16 (1.2 + 0.2Sds) * DL + E EMAM 4.56 0.00 37.05 0.00 0.00 436.68 52.00 0.19 (0.9 - 0.2Sds) * DL + E ELFM 4.87 0.00 19.67 0.00 0.00 435.33 0.00 0.16 (0.9 - 0.2Sds) * DL + E EMAM 4.55 0.00 19.67 0.00 0.00 426.78 52.00 0.18 1.0D + 1.0W 5.62 0.00 27.88 0.00 0.00 468.44 0.00 0.17 Page:24 11:58 AM 4/21/2020 82935 - CeeJay WA, WA (ANSI/TIA-222-G) Number of Sides 12 -Moment, Mu 1716.32 k-ft Capacity Result Diameter 42.2 in Axial, Pu 33.4 k 21%Pass Thickness 3/8 in Shear, Vu 20.5 k 57%Pass Orientation Offset 15 °240 °-- Number of Sides 12 -Quantity - Diameter, ø 56.19 in Bar Size in Thickness 2 5/8 in Diameter, ø 0 in Grade Bracket Type - Yield Strength, Fy 60 ksi Circle 52.50 in Tensile Strength, Fu 75 ksi Orientation Offset ° Clip N/A in Applied Force, Pu 0.0 k Orientation Offset 15 °0.0 k Anchor Rod Detail d η=0.5 Clear Distance 3 in Applied Moment, Mu 395.2 k Quantity - 1867.3 k Diameter, ø in Bolt Circle in Grade Arrangement Radial -Yield Strength, Fy #N/A ksi Quantity 12 -Tensile Strength, Fu #N/A ksi Diameter, ø 2 1/4 in Bypass Base? Bolt Circle 50.19 in Orientation Offset ° Grade Applied Force, Pu 0.0 k Yield Strength, Fy 75 ksi 0.0 k Tensile Strength, Fu 100 ksi Spacing 13.1 in Orientation Offset 0 °Quantity - Applied Force, Pu 147.3 k Diameter, ø in 259.8 k Bolt Circle in Grade Yield Strength, Fy #N/A ksi Arrangement -Tensile Strength, Fu #N/A ksi Quantity -Bypass Base? Height in Orientation Offset ° Width in Applied Force, Pu 0.0 k Effective Width 0.000 in 0.0 k Thickness in Effective Thickness in Notch in Flat Edge in Grade - Yield Strength, Fy #N/A ksi Tensile Strength, Fu #N/A ksi Horizontal Weld Horizontal Fillet Size in Bevel Depth in Capacity - Vertical Weld 21%Pass Vertical Fillet Size in 58%Pass Weld Strength ksi -- Electrode Coefficient #N/A --- Orientation Offset °-- 0.0 k -- #N/A k -- 0.0 k -- 0.0 k --Stiffener Comp. Base Plate Anchor Rods Bolt Group 1 Bolt Group 2 Dwyidag Stiffener Weld (V) Stiffener Weld (H) Stiffener Tension Base Plate & Anchor Rod Analysis Pole Dimensions Base Reactions Component Base Plate Bending Stress, φMn Base Plate Report Capacities Dwyidag Dywidag Reinforcement Dywidag Bar, φPn A871-60 Original Anchor Rods Additional Anchor Rods Comp. Capacity, φPn Ten. Capacity, φTn Horz. Weld, φRn Vertical Weld, φRn Anchor Rods, φPn Stiffeners A615-75 Fillet Individual Capacity Summary Component Additional Anchor Rods Additional Rod, φPn Additional Rod, φPn Neutral Axis Anchor Rods X:\C-E\CeeJay WA, WA (82935)\Structural Information\Monopole.Base-Plate-and-Anchor-Rod.v2.1 Checked By: 9/25/2019 Plate Type Flange @ 95 ft Code Rev. G Date Pole Diameter 24.6875 in A.S.I. 1.00 Engineer Pole Thickness 3/16 in Site # Plate Diameter 36 in Moment 129.0 k-ft Carrier Plate Thickness 1 1/2 in Axial 6.9 k Plate Fy 50 ksi Weld Length 1/4 in Required Flange Thickness: fs Resistance 210.99 k-in 0.65 in OK Applied 39.68 k-in #Show Thickness in Length in Height in Chamfer in Offset Angle ° Fy ksi #8 Bolt Circle 30 in ««(R)adial / (S)quare R Bolt Gap 6 in ·Diameter 1 1/2 in Hole Diameter 1 5/8 in Type A325 Fy 92 ksi Fu 120 ksi fs Resistance 126.47 k Applied 24.90 k #·DYW. Circle in Plate Stress Ratio: Offset Angle °19%Pass Type Diameter 2 1/2 in Bolt Stress Ratio: Fu 100 ksi 20%Pass fs Resistance k Applied k Extra Bolt Stress Ratio: Fail # Bolt Circle in Reinforcement Stress Ratio: (R)adial / (S)quare Fail oBolt Gap in Offset Angle ° Diameter in Type Fy ksi Fu ksi fs Resistance k Applied kExtra BoltsReinforcementStiffeners BoltsAT&T Mobility 82935 nathaniel.bartlett 4/21/2020 Flange Plate Analysis Flange Plate