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APPROVED, Structural Analysis Report
Tower Engineering Professionals, Inc. – 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6351 Fax - www.tepgroup.net Structural Analysis Report Structure :145 ft Guyed Tower ATC Site Name :Strazzula, FL ATC Asset Number :5120 Engineering Number :13348398_C3_04 Proposed Carrier :SPRINT NEXTEL Carrier Site Name :A2P0246S Carrier Site Number :A2P0246S Site Location :13698 Indrio Rd Fort Pierce, FL 34945-4003 27.558000,-80.481600 County :St. Lucie Date :June 7, 2021 Max Usage :81% Result :Pass Prepared By: Jack Davis TEP Reviewed By: FL COA# 31011 COA: 9053 Eng. Number 13348398_C3_04 June 7, 2021 Tower Engineering Professionals, Inc. – 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6351 Fax - www.tepgroup.net Table of Contents Introduction .................................................................................................................................... 1 Supporting Documents .................................................................................................................... 1 Analysis ........................................................................................................................................... 1 Conclusion ....................................................................................................................................... 1 Existing and Reserved Equipment ..................................................................................................... 2 Equipment to be Removed............................................................................................................... 2 Proposed Equipment ....................................................................................................................... 2 Structure Usages ..............................................................................................................................3 Foundations .....................................................................................................................................3 Deflection, Twist, and Sway...............................................................................................................3 Standard Conditions .........................................................................................................................4 Calculations ......................................................................................................................... Attached Eng. Number 13348398_C3_04 June 7, 2021 Page 1 Tower Engineering Professionals, Inc. – 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6351 Fax - www.tepgroup.net Introduction The purpose of this report is to summarize results of a structural analysis performed on the 145 ft guyed tower to reflect the change in loading by Sprint Nextel. Supporting Documents Tower Drawings Sabre Drawing #SA1162-A, dated February 9, 1998 Foundation Drawing Sabre Drawing #SA1162-A, dated February 9, 1998 Geotechnical Report Universal Engineering Sciences Project #66750-003-01, dated October 14, 1996 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:155 mph (3-Second Gust) Basic Wind Speed w/ Ice:No Ice Considered Code:ANSI/TIA-222-H / 2018 IBC / 7th ED (2020) Florida Building Code Exposure Category:C Risk Category:II Topographic Factor Procedure:Method 1 Topographic Category:1 Spectral Response:Ss = 0.05, S1 = 0.03 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 13348398_C3_04 June 7, 2021 Page 2 Tower Engineering Professionals, Inc. – 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6351 Fax - www.tepgroup.net Existing and Reserved Equipment Elev.1 (ft)Qty Equipment Mount Type Lines Carrier 132.0 ----SPRINT NEXTEL 6 Andrew DB982G30A-M 1 CSS X7-665-4125.0 2 CSS X7C-FRO-640 Sector Frames (12) 1 5/8" Coax 102.0 1 Andrew Microwaves UHX6-59W Leg (2) EW52 VERIZON WIRELESS 86.0 1 Ericsson RAU2 85.0 1 Ericsson 1301-UKY 210 77/SC11 Uen Leg (1) 3/8" Coax SPRINT NEXTEL Equipment to be Removed Elev.1 (ft)Qty Equipment Mount Type Lines Carrier 9 RFS ACU-A20-N 3 Ericsson 800 MHz Radio Filter 1 Nokia NSN FFHS 3 RFS APXV9ERR18-C 3 Ericsson RRUS-11 800 MHz 3 Ericsson RRUS82 w/ Solarshield 3 Commscope TTTT65AP-1XR (33.3 lb) 132.0 3 Ericsson RRUS 31 B25 Sector Frames (3) 1 1/4" Hybriflex Cable SPRINT NEXTEL Proposed Equipment Elev.1 (ft)Qty Equipment Mount Type Lines Carrier 3 Ericsson Radio 4460 B25+B66 3 Ericsson Radio 4480 B71+B85A 3 Ericsson Air6449 B41132.0 3 Commscope FFVV-65C-R3-V1 Sitepro VFA10-HD-80 Sector Frames (2) 1.99" (50.7mm) Hybrid SPRINT NEXTEL 1 Contracted elevations are shown for appurtenances within contracted installation tolerances. Appurtenances outside of contract limits are shown at installed elevations. Install proposed lines alongside existing SPRINT NEXTEL lines. Eng. Number 13348398_C3_04 June 7, 2021 Page 3 Tower Engineering Professionals, Inc. – 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6351 Fax - www.tepgroup.net Structure Usages Structural Component Controlling Usage Pass/Fail Legs 81%Pass Diagonals 21%Pass Horizontals 50%Pass Guys 75%Pass Leg Bolts 1%Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions*Analysis Reactions % of Design Base Axial (kips)91.5 123.5 85.2 69% A1 Uplift (kips)41.4 55.8 37.3 67% A1 Shear (kips)41.9 56.6 38.6 68% * The design reactions are factored by 1.35 per ANSI/TIA-222-H, Sec. 15.6.2 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, Twist and Sway* Antenna Elevation (ft) Antenna Carrier Deflection (ft)Twist (°)Sway (Rotation) (°) Ericsson Radio 4460 B25+B66 Ericsson Radio 4480 B71+B85A Ericsson Air6449 B41132.0 Commscope FFVV-65C-R3-V1 SPRINT NEXTEL 0.060 0.004 0.053 102.0 Andrew Microwaves UHX6- 59W VERIZON WIRELESS 0.037 0.005 0.037 85.0 Ericsson 1301-UKY 210 77/SC11 Uen SPRINT NEXTEL 0.026 0.012 0.243 *Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-H Tower Engineering Professionals, Inc. – 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6351 Fax - www.tepgroup.net 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 Tower : Code : Client : Location :Strazzula, FL SPRINT NEXTEL ANSI/TIA-222-H 5120 © 2007 - 2021 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :3.00 ft Topo Method:Method 1 Exposure :C Risk Cat :II Topo:1 Tower Ht :145.00 ft Sections Properties Section Leg Members Diagonal Members Horizontal Members Loads:155 mph no ice 30 mph w/ 0'0" radial ice Site Class: D Ss: 0.05 S1: 0.03 60 mph Serviceability 1 PL 36 ksi PL 9 x 0.375"SOL 50 ksi 2 1/4" SOLID 2 SOL 36 ksi 7/8" SOLIDSOL 36 ksi 1 1/4" SOLIDSOL 50 ksi 2 1/4" SOLID 3 - 4 SOL 36 ksi 7/8" SOLIDSOL 36 ksi 1 1/4" SOLIDSOL 50 ksi 2" SOLID 5 - 6 SOL 36 ksi 7/8" SOLIDSOL 36 ksi 1 1/4" SOLIDSOL 50 ksi 1 3/4" SOLID 7 - 11 SOL 36 ksi 7/8" SOLIDSOL 36 ksi 1 3/8" SOLIDSOL 50 ksi 2" SOLID Sub Horiz 2Sub Diag 2Sub Horiz 1 Redundant Secondary Bracing Section Sub Diag 1 Sub Diag 3 Sub Horiz 3 -1 - 11 - - - - - Discrete Appurtenance Elev (ft)Type DescriptionQty 133.00 Round Sector Frame3Mounting Frame 132.00 Commscope FFVV-65C-R3-V13Panel 132.00 Ericsson Air6449 B413Panel 132.00 Ericsson Radio 4480 B71+B85A3 132.00 Ericsson Radio 4460 B25+B663 125.00 CSS X7C-FRO-6402Panel 125.00 CSS X7-665-41Panel 125.00 Andrew DB982G30A-M6Panel 124.00 Flat Light Sector Frame3Mounting Frame 113.00 Torque Arms1Other 102.00 Andrew Microwaves UHX6-59W1Dish 86.00 Ericsson RAU21 85.00 Ericsson 1301-UKY 210 77/SC11 1Dish 83.00 Torque Arms1Other Linear Appurtenance Elev (ft) From DescriptionToQty 0.00 132.00 1.99" (50.7mm) Hybri2 0.00 125.00 1 5/8" Coax12 0.00 102.00 EW522 0.00 85.00 3/8" Coax1 Job Information Tower : Code : Client : Location :Strazzula, FL SPRINT NEXTEL ANSI/TIA-222-H 5120 © 2007 - 2021 by ATC IP LLC. All rights reserved. Shape :Triangle Base Width :3.00 ft Topo Method:Method 1 Exposure :C Risk Cat :II Topo:1 Tower Ht :145.00 ft Guy Anchor Design Loads Radius (ft)Shear (kip)Drop (ft)Uplift (kip)Azimuth ( ° ) 0.00100.00 0 37.25 38.58 0.00100.00 240 37.29 38.57 0.00100.00 120 37.26 38.57 Global Base Foundation Design Loads Horizontal (kip)Vertical (kip) 85.16 1.92 6/9/2021 10:10:14 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 Analysis Parameters Height (ft): Bottom Face Width (ft):3.00 Top Face Width (ft):3.00 Shape:Triangle Tower Type:Guyed 145 Base Elevation (ft):0.00 Location: Code:ANSI/TIA-222-H Tower Manufacturer:Sabre St. Lucie County, FL Anchor Bolt Detail Type c Kd:0.85 Ke:1.00 Ice & Wind Parameters Design Ice Thickness:0.00 inTopographic Category:1 0 ftCrest Height: Design Windspeed Without Ice: Design Windspeed With Ice: Operational Windspeed: 155 mph 30 mph 60 mph Risk Category: Exposure Category:C II Method 1Topographic Factor Procedure: HMSL:19.00 ft Seismic Parameters (sec):8 D - Stiff SoilSite Class: S Analysis Method:Equivalent Lateral Force Method S 0.054 :d1S 0.046 :1S p:1.3 0.56Period Based on Rayleigh Method (sec): F 2.400F1.600 , Min:0.030 , Max:0.030 :0.030TL a :S : ds : V :CS CS CS0.051 0.029 Load Cases 1.2D + 1.0W Normal 155 mph Normal with No Ice 1.2D + 1.0W 60 deg 155 mph 60 degree with No Ice 1.2D + 1.0W 90 deg 155 mph 90 degree with No Ice 1.2D + 1.0W 120 deg 155 mph 120 degree with No Ice 1.2D + 1.0W 180 deg 155 mph 180 degree with No Ice 1.2D + 1.0W 210 deg 155 mph 210 degree with No Ice 1.2D + 1.0W 240 deg 155 mph 240 degree with No Ice 1.2D + 1.0W 300 deg 155 mph 300 degree with No Ice 1.2D + 1.0W 330 deg 155 mph 330 degree with No Ice 1.2D + 1.0Di + 1.0Wi Normal 30 mph Normal with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 60 deg 30 mph 60 deg with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 90 deg 30 mph 90 deg with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 120 deg 30 mph 120 deg with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 180 deg 30 mph 180 deg with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 210 deg 30 mph 210 deg with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 240 deg 30 mph 240 deg with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 300 deg 30 mph 300 deg with 0.00 in Radial Ice 1.2D + 1.0Di + 1.0Wi 330 deg 30 mph 330 deg with 0.00 in Radial Ice Page 1 6/9/2021 10:10:14 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 Analysis Parameters 1.2D + 1.0Ev + 1.0Eh Normal Seismic Normal 1.2D + 1.0Ev + 1.0Eh 60 deg Seismic 60 deg 1.2D + 1.0Ev + 1.0Eh 90 deg Seismic 90 deg 1.2D + 1.0Ev + 1.0Eh 120 deg Seismic 120 deg 1.2D + 1.0Ev + 1.0Eh 180 deg Seismic 180 deg 1.2D + 1.0Ev + 1.0Eh 210 deg Seismic 210 deg 1.2D + 1.0Ev + 1.0Eh 240 deg Seismic 240 deg 1.2D + 1.0Ev + 1.0Eh 300 deg Seismic 300 deg 1.2D + 1.0Ev + 1.0Eh 330 deg Seismic 330 deg 0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) Normal 0.9D - 1.0Ev + 1.0Eh 60 deg Seismic (Reduced DL) 60 deg 0.9D - 1.0Ev + 1.0Eh 90 deg Seismic (Reduced DL) 90 deg 0.9D - 1.0Ev + 1.0Eh 120 deg Seismic (Reduced DL) 120 deg 0.9D - 1.0Ev + 1.0Eh 180 deg Seismic (Reduced DL) 180 deg 0.9D - 1.0Ev + 1.0Eh 210 deg Seismic (Reduced DL) 210 deg 0.9D - 1.0Ev + 1.0Eh 240 deg Seismic (Reduced DL) 240 deg 0.9D - 1.0Ev + 1.0Eh 300 deg Seismic (Reduced DL) 300 deg 0.9D - 1.0Ev + 1.0Eh 330 deg Seismic (Reduced DL) 330 deg 1.0D + 1.0W Service Normal Serviceability - 60 mph Wind Normal 1.0D + 1.0W Service 60 deg Serviceability - 60 mph Wind 60 deg 1.0D + 1.0W Service 90 deg Serviceability - 60 mph Wind 90 deg 1.0D + 1.0W Service 120 deg Serviceability - 60 mph Wind 120 deg 1.0D + 1.0W Service 180 deg Serviceability - 60 mph Wind 180 deg 1.0D + 1.0W Service 210 deg Serviceability - 60 mph Wind 210 deg 1.0D + 1.0W Service 240 deg Serviceability - 60 mph Wind 240 deg 1.0D + 1.0W Service 300 deg Serviceability - 60 mph Wind 300 deg 1.0D + 1.0W Service 330 deg Serviceability - 60 mph Wind 330 deg Page 2 6/9/2021 10:10:14 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 Tower Loading (ft) Orient. Factor Elevation (ft) Description Wt. (lb)(sf) EPA K Vert. Ecc. Qty Discrete Appurtenance Properties Length (ft) Depth (in) Width (in) 1.2D + 1.0W M (lb-ft) Q (WL)(DL) (lb) a u (psf) z (lb) F a Pa 133.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 70.21 1450 1080 132.0 Commscope FFVV-3 125 21.1 0.80 0.63 0.08.0 25.2 9.3 0.0 70.10 1902 449 132.0 Ericsson Air6449 3 104 5.7 0.80 0.63 0.02.8 20.6 8.6 0.0 70.10 512 374 132.0 Ericsson Radio 4460 3 109 2.6 0.80 0.67 0.01.6 15.7 12.1 0.0 70.10 246 392 132.0 Ericsson Radio 4480 3 84 2.9 0.80 0.67 0.01.8 15.7 7.5 0.0 70.10 273 302 125.0 Andrew DB982G30A-6 26 6.3 0.80 0.66 -1.06.0 13.0 6.0 1173.7 69.18 1174 184 125.0 CSS X7-665-4 1 27 8.4 0.80 1.00 -1.06.0 12.5 7.0 395.5 69.18 395 33 125.0 CSS X7C-FRO-640 2 28 11.8 0.80 0.74 -1.06.0 18.8 9.0 824.1 69.18 824 67 124.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 69.18 1776 1440 113.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 67.84 865 600 102.0 Andrew Microwaves 1 359 40.3 1.00 1.00 0.06.4 76.5 60.8 0.0 66.40 2273 431 86.00 Ericsson RAU2 1 9 1.1 1.00 1.00 0.01.0 10.2 3.7 0.0 64.05 58 11 85.00 Ericsson 1301-UKY 1 24 4.3 1.00 1.00 1.02.1 25.0 16.5 234.1 64.05 234 29 83.00 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 63.58 811 600 Totals 32 4993 339.0 599212793 (ft) Orient.Ice EPAIce Wt Factor Elevation (ft) Description (lb)(sf) K Vert. Ecc. Qty Discrete Appurtenance Properties Length (ft) Depth (in) Width (in) 1.2D + 1.0Di + 1.0Wi M (lb-ft) Q (WL)(DL) (lb) a u (psf) z (lb) F a Pa 133.0 Round Sector Frame 3 0.7530014.4 0.75 0.00.0 0.0 0.0 0.0 2.63 54 1080 132.0 Commscope FFVV-3 0.8012521.1 0.63 0.08.0 25.2 9.3 0.0 2.63 71 449 132.0 Ericsson Air6449 3 0.801045.7 0.63 0.02.8 20.6 8.6 0.0 2.63 19 374 132.0 Ericsson Radio 4460 3 0.801092.6 0.67 0.01.6 15.7 12.1 0.0 2.63 9 392 132.0 Ericsson Radio 4480 3 0.80842.9 0.67 0.01.8 15.7 7.5 0.0 2.63 10 302 125.0 Andrew DB982G30A-6 0.80266.3 0.66 -1.06.0 13.0 6.0 44.0 2.59 44 184 125.0 CSS X7-665-4 1 0.80278.4 1.00 -1.06.0 12.5 7.0 14.8 2.59 15 33 125.0 CSS X7C-FRO-640 2 0.802811.8 0.74 -1.06.0 18.8 9.0 30.9 2.59 31 67 124.0 Flat Light Sector 3 0.7540017.9 0.75 0.00.0 0.0 0.0 0.0 2.59 67 1440 113.0 Torque Arms 1 1.0050015.0 1.00 0.00.0 0.0 0.0 0.0 2.54 32 600 102.0 Andrew Microwaves 1 1.0035940.3 1.00 0.06.4 76.5 60.8 0.0 2.49 85 431 86.00 Ericsson RAU2 1 1.0091.1 1.00 0.01.0 10.2 3.7 0.0 2.40 2 11 85.00 Ericsson 1301-UKY 1 1.00244.3 1.00 1.02.1 25.0 16.5 8.8 2.40 9 29 83.00 Torque Arms 1 1.0050015.0 1.00 0.00.0 0.0 0.0 0.0 2.38 30 600 Totals 32 4993 339.0 5992479 (ft) Orient. Factor Elevation (ft) Description Wt. (lb)(sf) EPA K Vert. Ecc. Qty Discrete Appurtenance Properties Length (ft) Depth (in) Width (in) 1.0D + 1.0W Service M (lb-ft) Q (WL)(DL) (lb) a u (psf) z (lb) F a Pa 133.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 10.52 217 900 132.0 Commscope FFVV-3 125 21.1 0.80 0.63 0.08.0 25.2 9.3 0.0 10.50 285 374 132.0 Ericsson Air6449 3 104 5.7 0.80 0.63 0.02.8 20.6 8.6 0.0 10.50 77 312 132.0 Ericsson Radio 4460 3 109 2.6 0.80 0.67 0.01.6 15.7 12.1 0.0 10.50 37 327 132.0 Ericsson Radio 4480 3 84 2.9 0.80 0.67 0.01.8 15.7 7.5 0.0 10.50 41 252 125.0 Andrew DB982G30A-6 26 6.3 0.80 0.66 -1.06.0 13.0 6.0 175.9 10.37 176 153 125.0 CSS X7-665-4 1 27 8.4 0.80 1.00 -1.06.0 12.5 7.0 59.3 10.37 59 27 125.0 CSS X7C-FRO-640 2 28 11.8 0.80 0.74 -1.06.0 18.8 9.0 123.5 10.37 123 56 124.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 10.37 266 1200 113.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 10.17 130 500 Page 3 6/9/2021 10:10:14 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 Tower Loading 102.0 Andrew Microwaves 1 359 40.3 1.00 1.00 0.06.4 76.5 60.8 0.0 9.95 341 359 86.00 Ericsson RAU2 1 9 1.1 1.00 1.00 0.01.0 10.2 3.7 0.0 9.60 9 9 85.00 Ericsson 1301-UKY 1 24 4.3 1.00 1.00 1.02.1 25.0 16.5 35.1 9.60 35 24 83.00 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 9.53 121 500 Totals 32 4993 339.0 49931917 Page 4 6/9/2021 10:10:14 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 Tower Loading Qty Zone(ft)In Block From (ft)Description (lb/ft) Weight Elev Out OfPct Linear Appurtenance Properties Width (in) Spread On Faces Bundling ArrangementArrangement Cluster Dia (in) Spacing (in)Factor Orientation Ka Override(ft) Elev To 0.00 132.0 1.99" (50.7mm) 2 1.99 1.90 2 Individual100 0.00 1.00 1.00 0.00N 0.00 125.0 1 5/8" Coax 12 1.98 0.82 1 Block50 0.00 1.00 1.00 0.00N 0.00 102.0 EW52 2 2.25 0.59 1 Individual100 0.00 1.00 1.00 0.00N 0.00 85.00 3/8" Coax 1 0.44 0.08 2 Individual100 0.00 1.00 1.00 0.00N Page 5 6/9/2021 10:10:14 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 Equivalent Lateral Force Method 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 Coefficient 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): 0.05 0.03 8 1.00 1.60 2.40 3.00 0.05 0.05 0.03 0.03 0.03 1.30 1.03 15.08 0.59 1 ): d1): k k 0.56 e): s): ds): a: v: s ):s s: s: - Seconds): L Section (ft) Above Base Weight (lb)(lb-ft) W C Horizontal Force (lb)(lb) Force Vertical LoadCase 1.2D + 1.0Ev + 1.0Eh Seismic Height vx z 11 7200.06495,821594 38140.00 10 7720.06495,158637 38130.00 9 1790.01421,111148 8124.14 8 1,1730.087129,374968 51116.64 7 8880.05987,916733 35105.00 6 1,5140.086127,9671,251 5190.00 5 1,5160.06698,9141,252 3970.00 4 1,7170.05379,2771,418 3150.00 3 1,6980.03146,3481,402 1830.00 2 1,2760.01015,1231,053 613.33 1 7600.0012,165628 13.33 Round Sector Frame 1,0900.092137,609900 54133.00 Commscope FFVV-65C-R3-V1 4530.03856,712374 22132.00 Ericsson Air6449 B41 3780.03247,336312 19132.00 Ericsson Radio 4460 B25+B66 3960.03349,611327 20132.00 Ericsson Radio 4480 B71+B85A 3050.02638,233252 15132.00 Andrew DB982G30A-M 1850.01521,948153 9125.00 CSS X7-665-4 330.0033,93027 2125.00 CSS X7C-FRO-640 680.0058,03356 3125.00 Flat Light Sector Frame 1,4530.115170,7211,200 67124.00 Torque Arms 6050.04364,652500 26113.00 Andrew Microwaves UHX6-59W 4350.02841,779359 16102.00 Ericsson RAU2 110.0018799 086.00 Ericsson 1301-UKY 210 77/SC11 Uen 290.0022,31524 185.00 Page 6 6/9/2021 10:10:14 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 Equivalent Lateral Force Method Torque Arms 6050.03247,072500 1983.00 15,079 1,490,003 1.000 588 18,258 Section (ft) Above Base Weight (lb)(lb-ft) W C Horizontal Force (lb)(lb) Force Vertical LoadCase 0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL) Height vx z 11 5290.06495,821594 38140.00 10 5660.06495,158637 38130.00 9 1320.01421,111148 8124.14 8 8610.087129,374968 51116.64 7 6520.05987,916733 35105.00 6 1,1120.086127,9671,251 5190.00 5 1,1130.06698,9141,252 3970.00 4 1,2610.05379,2771,418 3150.00 3 1,2470.03146,3481,402 1830.00 2 9370.01015,1231,053 613.33 1 5580.0012,165628 13.33 Round Sector Frame 8000.092137,609900 54133.00 Commscope FFVV-65C-R3-V1 3320.03856,712374 22132.00 Ericsson Air6449 B41 2770.03247,336312 19132.00 Ericsson Radio 4460 B25+B66 2910.03349,611327 20132.00 Ericsson Radio 4480 B71+B85A 2240.02638,233252 15132.00 Andrew DB982G30A-M 1360.01521,948153 9125.00 CSS X7-665-4 240.0033,93027 2125.00 CSS X7C-FRO-640 500.0058,03356 3125.00 Flat Light Sector Frame 1,0670.115170,7211,200 67124.00 Torque Arms 4450.04364,652500 26113.00 Andrew Microwaves UHX6-59W 3190.02841,779359 16102.00 Ericsson RAU2 80.0018799 086.00 Ericsson 1301-UKY 210 77/SC11 Uen 210.0022,31524 185.00 Torque Arms 4450.03247,072500 1983.00 15,079 1,490,003 1.000 588 13,407 Page 7 6/9/2021 10:10:14 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 Force/Stress Summary Section:6.667Height (ft):0.00Bot Elev (ft):1 905920 (Bot) DIAG HORIZ LEG SOL - 2 1/4" SOLID PL - PL 9 x 0.375" 0.00 -0.14 -31.69 1.2D + 1.0W Normal 1.2D + 1.0W Normal 0.000 0.722 1.66 100 100 0 0 100 100 100 35.4 50.0 163.29 0 0 0.00 0.00 19 Member X Member Y 0.000.00000.000.00.00 100 52.1 16.5 53.58 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG PL - PL 9 x 0.375" 0.00 2.64 0.00 1.2D + 1.0W Normal 0 36 0 0 58 0 0.00 0 0 0 0.00 109.35 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0 2 0 Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 0.00 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 31.13 1.2D + 1.0W 90 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:13.333Height (ft):6.67Bot Elev (ft):2 905920 (top) DIAG HORIZ LEG SOL - 2 1/4" SOLID SOL - 7/8" SOLID SOL - 1 1/4" SOLID -1.28 -0.02 -34.05 1.2D + 1.0W 90 deg 1.2D + 1.0W Normal 1.2D + 1.0W 60 deg 4.422 2.999 3.25 100 100 100 100 100 100 100 69.3 50.0 125.90 0 0 0.00 0.00 27 Member X Member X Member X60.000.000018.9136.0118.8100 100 106.9 36.0 10.67 0 0 0.00 0.00 0 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SOL - 7/8" SOLID SOL - 1 1/4" SOLID 0.88 2.22 0.00 1.2D + 1.0W Normal 1.2D + 1.0W 60 deg 36 36 0 0 58 58 39.76 0 0 0 0.00 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 2 11 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 0.00 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 34.50 1.2D + 1.0W 90 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 8 6/9/2021 10:10:14 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 Force/Stress Summary Section:20.000Height (ft):20.00Bot Elev (ft):3 905910 DIAG HORIZ LEG SOL - 2" SOLID SOL - 7/8" SOLID SOL - 1 1/4" SOLID -2.10 -0.27 -34.20 1.2D + 1.0W 90 deg 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 4.442 2.999 3.28 100 100 100 100 100 100 100 78.7 50.0 89.92 0 0 0.00 0.00 38 Member X Member X Member X110.000.000018.7836.0119.4100 100 106.9 36.0 10.67 0 0 0.00 0.00 2 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SOL - 7/8" SOLID SOL - 1 1/4" SOLID 1.63 0.51 0.00 1.2D + 1.0W Normal 1.2D + 1.0W Normal 36 36 0 0 58 58 39.76 0 0 0 0.00 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 4 2 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 0.00 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 29.86 1.2D + 1.0W 120 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):40.00Bot Elev (ft):4 905912 DIAG HORIZ LEG SOL - 2" SOLID SOL - 7/8" SOLID SOL - 1 1/4" SOLID -3.23 -0.70 -36.52 1.2D + 1.0W Normal 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 4.442 2.999 3.28 100 100 100 100 100 100 100 78.7 50.0 89.92 0 0 0.00 0.00 40 Member X Member X Member X170.000.000018.7836.0119.4100 100 106.9 36.0 10.67 0 0 0.00 0.00 6 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SOL - 7/8" SOLID SOL - 1 1/4" SOLID 2.41 0.75 0.00 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 36 36 0 0 58 58 39.76 0 0 0 0.00 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 6 3 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 0.00 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 34.29 1.2D + 1.0W 120 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 9 6/9/2021 10:10:14 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 Force/Stress Summary Section:20.000Height (ft):60.00Bot Elev (ft):5 905904 DIAG HORIZ LEG SOL - 1 3/4" SOLID SOL - 7/8" SOLID SOL - 1 1/4" SOLID -2.50 -0.22 -44.77 1.2D + 1.0W 120 deg 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 4.442 2.999 3.28 100 100 100 100 100 100 100 89.9 50.0 59.94 0 0 0.00 0.00 74 Member X Member X Member X130.000.000018.7836.0119.4100 100 106.9 36.0 10.67 0 0 0.00 0.00 2 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SOL - 7/8" SOLID SOL - 1 1/4" SOLID 1.99 1.85 0.00 1.2D + 1.0W Normal 1.2D + 1.0W 300 deg 36 36 0 0 58 58 39.76 0 0 0 0.00 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 5 9 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 0.00 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 46.33 1.2D + 1.0W 120 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:20.000Height (ft):80.00Bot Elev (ft):6 90A6960 DIAG HORIZ LEG SOL - 1 3/4" SOLID SOL - 7/8" SOLID SOL - 1 1/4" SOLID -3.98 -2.99 -48.90 1.2D + 1.0W 120 deg 1.2D + 1.0W Normal 1.2D + 1.0W 60 deg 4.442 2.999 3.28 100 100 100 100 100 100 100 89.9 50.0 59.94 0 0 0.00 0.00 81 Member X Member X Member X210.000.000018.7836.0119.4100 100 106.9 36.0 10.67 0 0 0.00 0.00 28 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SOL - 1 3/4" SOLID SOL - 7/8" SOLID SOL - 1 1/4" SOLID 4.24 6.24 6.74 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 36 36 50 65 58 58 39.76 0 0 0 108.24 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 10 32 6 Member Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 0.00 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 29.28 1.2D + 1.0W 240 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 10 6/9/2021 10:10:14 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 Force/Stress Summary Section:10.000Height (ft):100.0Bot Elev (ft):7 90A7142 DIAG HORIZ LEG SOL - 2" SOLID SOL - 7/8" SOLID SOL - 1 3/8" SOLID -1.66 -1.01 -28.84 1.2D + 1.0W 120 deg 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 4.402 2.999 3.22 100 100 100 100 100 100 100 77.3 50.0 91.30 0 0 0.00 0.00 31 Member X Member X Member X60.000.000026.1736.0107.5100 100 106.9 36.0 10.67 0 0 0.00 0.00 9 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SOL - 7/8" SOLID SOL - 1 3/8" SOLID 1.39 2.45 0.00 1.2D + 1.0W Normal 1.2D + 1.0W Normal 36 36 0 0 58 58 48.11 0 0 0 0.00 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 2 12 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 0.00 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 29.46 1.2D + 1.0W 120 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:13.280Height (ft):110.0Bot Elev (ft):8 90A6961 (Bot) DIAG HORIZ LEG SOL - 2" SOLID SOL - 7/8" SOLID SOL - 1 3/8" SOLID -5.35 -4.59 -31.60 1.2D + 1.0W 120 deg 1.2D + 1.0W 120 deg 1.2D + 1.0W Normal 4.443 2.999 3.28 100 100 100 100 100 100 100 78.7 50.0 89.91 0 0 0.00 0.00 35 Member X Member X Member X200.000.000025.8736.0108.6100 100 106.9 36.0 10.67 0 0 0.00 0.00 43 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SOL - 2" SOLID SOL - 7/8" SOLID SOL - 1 3/8" SOLID 6.08 9.89 10.77 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 36 36 50 65 58 58 48.11 0 0 0 141.37 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 12 50 7 Member Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 0.00 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 8.55 1.2D + 1.0W 120 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 11 6/9/2021 10:10:14 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 Force/Stress Summary Section:1.720Height (ft):123.2Bot Elev (ft):9 90A6961 (Top) DIAG HORIZ LEG SOL - 2" SOLID SOL - 7/8" SOLID SOL - 1 3/8" SOLID -3.14 -1.11 -8.32 1.2D + 1.0W Normal 1.2D + 1.0W 120 deg 1.2D + 1.0W 240 deg 3.377 2.999 1.55 100 100 100 100 100 100 100 37.3 50.0 127.71 0 0 0.00 0.00 6 Member X Member X Member X90.000.000033.6236.082.5100 100 106.9 36.0 10.67 0 0 0.00 0.00 10 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SOL - 7/8" SOLID SOL - 1 3/8" SOLID 3.38 0.99 0.00 1.2D + 1.0W 60 deg 1.2D + 1.0W 90 deg 36 36 0 0 58 58 48.11 0 0 0 0.00 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 7 5 0 Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 0.00 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 8.53 1.2D + 1.0W 210 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Section:10.000Height (ft):125.0Bot Elev (ft):10 909243 DIAG HORIZ LEG SOL - 2" SOLID SOL - 7/8" SOLID SOL - 1 3/8" SOLID -0.84 -0.27 -8.25 1.2D + 1.0W Normal 1.2D + 1.0W Normal 1.2D + 1.0W 90 deg 4.402 2.999 3.22 100 100 100 100 100 100 100 77.3 50.0 91.30 0 0 0.00 0.00 9 Member X Member X Member X30.000.000026.1736.0107.5100 100 106.9 36.0 10.67 0 0 0.00 0.00 2 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SOL - 2" SOLID SOL - 7/8" SOLID SOL - 1 3/8" SOLID 0.71 0.27 1.43 1.2D + 1.0W 60 deg 1.2D + 1.0W 60 deg 1.2D + 1.0W Normal 36 36 50 65 58 58 48.11 0 0 0 141.37 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 1 1 1 Member Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 0.00 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 1.53 1.2D + 1.0W Normal 0.00 0 0.95 1.2D + 1.0W 180 deg 0.00 0 0.00 0.00 0 0.00 0.00 0 0 Num Page 12 6/9/2021 10:10:14 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 Force/Stress Summary Section:10.000Height (ft):135.0Bot Elev (ft):11 Extension DIAG HORIZ LEG SOL - 2" SOLID SOL - 7/8" SOLID SOL - 1 3/8" SOLID -0.40 -0.14 -1.48 1.2D + 1.0W Normal 1.2D + 1.0W Normal 1.2D + 1.0W Normal 4.402 2.999 0.17 100 100 100 100 100 100 100 4.0 50.0 141.21 0 0 0.00 0.00 1 Member X Member X Member X10.000.000026.1736.0107.5100 100 106.9 36.0 10.67 0 0 0.00 0.00 1 Max Compression Member (kip) Pu Load Case (ft) Len X Bracing % Y Z KL/R (ksi) F'y Phic Pn (kip)Bolts Num Num Holes (kip) phiRnv Shear Bear phiRn (kip)% Use Controls DIAG HORIZ LEG SOL - 2" SOLID SOL - 7/8" SOLID SOL - 1 3/8" SOLID 0.40 0.17 0.38 1.2D + 1.0W Normal 1.2D + 1.0W Normal 1.2D + 1.0W Normal 36 36 50 65 58 58 48.11 0 0 0 141.37 19.48 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 Member Member Member Controls% Use (kip) phiRn Bear (kip) phiRnv Shear Holes Num Bolts Num (kip) Phit Pn (ksi) Fu (ksi) Fy Load Case(kip) Pu Max Tension Member Blk Shear phit Pn (kip) 0.00 0.00 Bolt TypeBolts%(kip)Max Splice Forces Pu (kip)Load Case Top Tension Top Compression Bot Compression Bot Tension phiRnt Use 0.05 1.2D + 1.0Ev + 1.0Eh 0.00 0 0.00 0.00 0 0.00 0.00 0 0.95 1.2D + 1.0W 180 deg 120.41 1 0 4 0.75" A325 Num Page 13 6/9/2021 10:10:14 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 Detailed Reactions Load Case Node (kip) FX FY (kip)(kip) FZ (-) = Uplift (+) = Down Radius (ft) Elevation (ft) Azimuth (deg) 1.2D + 1.0W Normal 1 0.00 85.10 -1.400.00 00.00 A1 0.00 -2.20 1.410100.00 00.00 A1a -27.65 -31.63 -17.29240100.00 00.00 A1b 27.65 -31.63 -17.29120100.00 00.00 1.2D + 1.0W 60 deg 1 -1.66 71.56 -0.960.00 00.00 A1 -0.95 -7.69 7.520100.00 00.00 A1a -33.30 -37.06 -19.23240100.00 00.00 A1b 6.04 -7.67 -4.58120100.00 00.00 1.2D + 1.0W 90 deg 1 -1.60 80.34 -0.310.00 00.00 A1 -1.28 -20.33 20.760100.00 00.00 A1a -33.72 -37.29 -18.73240100.00 00.00 A1b 2.10 -3.33 -1.73120100.00 00.00 1.2D + 1.0W 120 deg 1 -1.21 85.16 0.700.00 00.00 A1 -1.15 -31.65 32.590100.00 00.00 A1a -28.80 -31.67 -15.30240100.00 00.00 A1b 1.22 -2.20 -0.70120100.00 00.00 1.2D + 1.0W 180 deg 1 0.00 71.53 1.910.00 00.00 A1 0.00 -37.03 38.450100.00 00.00 A1a -6.99 -7.68 -2.94240100.00 00.00 A1b 6.99 -7.68 -2.94120100.00 00.00 1.2D + 1.0W 210 deg 1 0.54 80.31 1.530.00 00.00 A1 0.64 -37.25 38.570100.00 00.00 A1a -2.55 -3.33 -0.95240100.00 00.00 A1b 18.61 -20.33 -9.27120100.00 00.00 1.2D + 1.0W 240 deg 1 1.21 85.16 0.700.00 00.00 A1 1.15 -31.65 32.590100.00 00.00 A1a -1.22 -2.20 -0.70240100.00 00.00 A1b 28.80 -31.67 -15.30120100.00 00.00 1.2D + 1.0W 300 deg 1 1.66 71.56 -0.960.00 00.00 A1 0.95 -7.69 7.520100.00 00.00 A1a -6.04 -7.67 -4.58240100.00 00.00 A1b 33.30 -37.06 -19.23120100.00 00.00 1.2D + 1.0W 330 deg 1 1.06 80.27 -1.230.00 00.00 A1 0.45 -3.33 2.680100.00 00.00 A1a -17.33 -20.29 -11.49240100.00 00.00 A1b 33.08 -37.26 -19.84120100.00 00.00 1.2D + 1.0Di + 1.0Wi Normal 1 0.00 46.38 -0.090.00 00.00 A1 0.00 -8.26 9.080100.00 00.00 A1a -8.85 -9.36 -5.15240100.00 00.00 A1b 8.85 -9.36 -5.15120100.00 00.00 1.2D + 1.0Di + 1.0Wi 60 deg 1 -0.08 46.34 -0.050.00 00.00 A1 -0.04 -8.62 9.450100.00 00.00 A1a -9.19 -9.72 -5.30240100.00 00.00 A1b 8.17 -8.62 -4.76120100.00 00.00 1.2D + 1.0Di + 1.0Wi 90 deg 1 -0.09 46.36 0.000.00 00.00 A1 -0.05 -8.99 9.850100.00 00.00 A1a -9.11 -9.63 -5.24240100.00 00.00 A1b 7.94 -8.35 -4.61120100.00 00.00 Page 14 6/9/2021 10:10:14 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 1.2D + 1.0Di + 1.0Wi 120 deg 1 -0.08 46.38 0.050.00 00.00 A1 -0.04 -9.36 10.240100.00 00.00 A1a -8.88 -9.36 -5.09240100.00 00.00 A1b 7.87 -8.26 -4.54120100.00 00.00 1.2D + 1.0Di + 1.0Wi 180 deg 1 0.00 46.34 0.090.00 00.00 A1 0.00 -9.72 10.610100.00 00.00 A1a -8.21 -8.62 -4.69240100.00 00.00 A1b 8.21 -8.62 -4.69120100.00 00.00 1.2D + 1.0Di + 1.0Wi 210 deg 1 0.05 46.36 0.080.00 00.00 A1 0.02 -9.63 10.510100.00 00.00 A1a -7.96 -8.36 -4.57240100.00 00.00 A1b 8.55 -8.99 -4.88120100.00 00.00 1.2D + 1.0Di + 1.0Wi 240 deg 1 0.08 46.38 0.050.00 00.00 A1 0.04 -9.36 10.240100.00 00.00 A1a -7.87 -8.26 -4.54240100.00 00.00 A1b 8.88 -9.36 -5.09120100.00 00.00 1.2D + 1.0Di + 1.0Wi 300 deg 1 0.08 46.34 -0.050.00 00.00 A1 0.04 -8.62 9.450100.00 00.00 A1a -8.17 -8.62 -4.76240100.00 00.00 A1b 9.19 -9.72 -5.30120100.00 00.00 1.2D + 1.0Di + 1.0Wi 330 deg 1 0.05 46.36 -0.080.00 00.00 A1 0.02 -8.36 9.180100.00 00.00 A1a -8.50 -8.99 -4.96240100.00 00.00 A1b 9.09 -9.63 -5.27120100.00 00.00 1.2D + 1.0Ev + 1.0Eh Normal M1 1 0.00 43.09 0.000.00 00.00 A1 0.00 -7.44 8.150100.00 00.00 A1a -7.53 -8.05 -4.35240100.00 00.00 A1b 7.53 -8.05 -4.35120100.00 00.00 1.2D + 1.0Ev + 1.0Eh 60 deg M1 1 0.00 43.09 0.000.00 00.00 A1 0.00 -7.64 8.330100.00 00.00 A1a -7.69 -8.25 -4.44240100.00 00.00 A1b 7.21 -7.64 -4.17120100.00 00.00 1.2D + 1.0Ev + 1.0Eh 90 deg M1 1 0.00 43.09 0.000.00 00.00 A1 0.00 -7.85 8.520100.00 00.00 A1a -7.65 -8.20 -4.42240100.00 00.00 A1b 7.10 -7.50 -4.10120100.00 00.00 1.2D + 1.0Ev + 1.0Eh 120 deg M1 1 0.00 43.09 0.000.00 00.00 A1 0.00 -8.05 8.700100.00 00.00 A1a -7.53 -8.05 -4.35240100.00 00.00 A1b 7.06 -7.44 -4.07120100.00 00.00 1.2D + 1.0Ev + 1.0Eh 180 deg M1 1 0.00 43.09 0.000.00 00.00 A1 0.00 -8.25 8.880100.00 00.00 A1a -7.22 -7.64 -4.16240100.00 00.00 A1b 7.22 -7.64 -4.16120100.00 00.00 1.2D + 1.0Ev + 1.0Eh 210 deg M1 1 0.00 43.09 0.000.00 00.00 A1 0.00 -8.20 8.830100.00 00.00 A1a -7.10 -7.50 -4.10240100.00 00.00 A1b 7.38 -7.85 -4.26120100.00 00.00 1.2D + 1.0Ev + 1.0Eh 240 deg M1 1 0.00 43.09 0.000.00 00.00 A1 0.00 -8.05 8.700100.00 00.00 A1a -7.06 -7.44 -4.07240100.00 00.00 A1b 7.53 -8.05 -4.35120100.00 00.00 Page 15 6/9/2021 10:10:14 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 1.2D + 1.0Ev + 1.0Eh 300 deg M1 1 0.00 43.09 0.000.00 00.00 A1 0.00 -7.64 8.330100.00 00.00 A1a -7.21 -7.64 -4.17240100.00 00.00 A1b 7.69 -8.25 -4.44120100.00 00.00 1.2D + 1.0Ev + 1.0Eh 330 deg M1 1 0.00 43.09 0.000.00 00.00 A1 0.00 -7.50 8.200100.00 00.00 A1a -7.37 -7.85 -4.26240100.00 00.00 A1b 7.65 -8.20 -4.42120100.00 00.00 0.9D - 1.0Ev + 1.0Eh Normal M1 1 0.00 38.47 0.000.00 00.00 A1 0.00 -7.52 8.220100.00 00.00 A1a -7.59 -8.12 -4.39240100.00 00.00 A1b 7.59 -8.12 -4.39120100.00 00.00 0.9D - 1.0Ev + 1.0Eh 60 deg M1 1 0.00 38.47 0.000.00 00.00 A1 0.00 -7.72 8.400100.00 00.00 A1a -7.75 -8.32 -4.48240100.00 00.00 A1b 7.28 -7.72 -4.20120100.00 00.00 0.9D - 1.0Ev + 1.0Eh 90 deg M1 1 0.00 38.47 0.000.00 00.00 A1 0.00 -7.92 8.590100.00 00.00 A1a -7.71 -8.27 -4.45240100.00 00.00 A1b 7.16 -7.57 -4.13120100.00 00.00 0.9D - 1.0Ev + 1.0Eh 120 deg M1 1 0.00 38.47 0.000.00 00.00 A1 0.00 -8.12 8.770100.00 00.00 A1a -7.60 -8.12 -4.38240100.00 00.00 A1b 7.12 -7.52 -4.11120100.00 00.00 0.9D - 1.0Ev + 1.0Eh 180 deg M1 1 0.00 38.47 0.000.00 00.00 A1 0.00 -8.32 8.950100.00 00.00 A1a -7.28 -7.72 -4.20240100.00 00.00 A1b 7.28 -7.72 -4.20120100.00 00.00 0.9D - 1.0Ev + 1.0Eh 210 deg M1 1 0.00 38.47 0.000.00 00.00 A1 0.00 -8.27 8.900100.00 00.00 A1a -7.16 -7.57 -4.13240100.00 00.00 A1b 7.44 -7.92 -4.29120100.00 00.00 0.9D - 1.0Ev + 1.0Eh 240 deg M1 1 0.00 38.47 0.000.00 00.00 A1 0.00 -8.12 8.770100.00 00.00 A1a -7.12 -7.52 -4.11240100.00 00.00 A1b 7.60 -8.12 -4.38120100.00 00.00 0.9D - 1.0Ev + 1.0Eh 300 deg M1 1 0.00 38.47 0.000.00 00.00 A1 0.00 -7.72 8.400100.00 00.00 A1a -7.28 -7.72 -4.20240100.00 00.00 A1b 7.75 -8.32 -4.48120100.00 00.00 0.9D - 1.0Ev + 1.0Eh 330 deg M1 1 0.00 38.47 0.000.00 00.00 A1 0.00 -7.57 8.270100.00 00.00 A1a -7.43 -7.92 -4.29240100.00 00.00 A1b 7.71 -8.27 -4.45120100.00 00.00 1.0D + 1.0W Service Normal 1 0.00 40.49 -0.360.00 00.00 A1 0.00 -5.11 5.680100.00 00.00 A1a -8.77 -9.48 -5.23240100.00 00.00 A1b 8.77 -9.48 -5.23120100.00 00.00 1.0D + 1.0W Service 60 deg 1 -0.29 40.66 -0.170.00 00.00 A1 -0.15 -6.65 7.230100.00 00.00 A1a -10.20 -11.02 -5.89240100.00 00.00 A1b 6.19 -6.64 -3.74120100.00 00.00 1.0D + 1.0W Service 90 deg 1 -0.34 40.57 0.010.00 00.00 Page 16 6/9/2021 10:10:14 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 A1 -0.18 -8.06 8.710100.00 00.00 A1a -9.86 -10.59 -5.61240100.00 00.00 A1b 5.24 -5.53 -3.11120100.00 00.00 1.0D + 1.0W Service 120 deg 1 -0.31 40.49 0.180.00 00.00 A1 -0.15 -9.48 10.210100.00 00.00 A1a -8.92 -9.48 -4.98240100.00 00.00 A1b 4.92 -5.11 -2.84120100.00 00.00 1.0D + 1.0W Service 180 deg 1 0.00 40.66 0.330.00 00.00 A1 0.00 -11.03 11.790100.00 00.00 A1a -6.33 -6.64 -3.49240100.00 00.00 A1b 6.33 -6.64 -3.49120100.00 00.00 1.0D + 1.0W Service 210 deg 1 0.18 40.57 0.290.00 00.00 A1 0.07 -10.59 11.350100.00 00.00 A1a -5.31 -5.53 -2.99240100.00 00.00 A1b 7.64 -8.06 -4.20120100.00 00.00 1.0D + 1.0W Service 240 deg 1 0.31 40.49 0.180.00 00.00 A1 0.15 -9.48 10.210100.00 00.00 A1a -4.92 -5.11 -2.84240100.00 00.00 A1b 8.92 -9.48 -4.98120100.00 00.00 1.0D + 1.0W Service 300 deg 1 0.29 40.66 -0.170.00 00.00 A1 0.15 -6.65 7.230100.00 00.00 A1a -6.19 -6.64 -3.74240100.00 00.00 A1b 10.20 -11.02 -5.89120100.00 00.00 1.0D + 1.0W Service 330 deg 1 0.16 40.57 -0.300.00 00.00 A1 0.07 -5.54 6.100100.00 00.00 A1a -7.46 -8.06 -4.51240100.00 00.00 A1b 9.79 -10.59 -5.74120100.00 00.00 Page 17 6/9/2021 10:10:14 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 Guy Anchor Design Loads Radius (ft)Shear (kip)Drop (ft)Uplift (kip)Azimuth ( ° ) 0.00100.00 0 37.25 38.58 0.00100.00 240 37.29 38.57 0.00100.00 120 37.26 38.57 Tension Maximum Cable Forces Summary Load Case Anchor Node Allow (kip)(kip) Tower Node Use % Applied TensionElevation (ft)Cable 1.2D + 1.0W 60 deg A1a 23b 12.48 6.43 5246.72 7/16 EHS 1.2D + 1.0W 210 deg A1 T2b 16.14 7.83 4983.44 1/2 EHS 1.2D + 1.0W 90 deg A1a T3a 21.00 10.88 52113.44 9/16 EHS 1.2D + 1.0W 90 deg A1a 59b 16.14 12.08 75131.61 1/2 EHS Maximum Torque Arm Stress Summary Load Case Member Type Compression %Elevation (ft)Tension % 1.2D + 1.0W 60 deg 47.00 PL 3 x 0.375 Horiz 9 1.2D + 1.0W Normal 83.00 C8 x 18.75 Horiz 2 1.2D + 1.0W Normal 113.00 C8 x 18.75 Horiz 2 1.2D + 1.0W Normal 131.00 PL 3 x 0.375 Horiz 12 Page 18 6/9/2021 10:10:15 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 (deg)(ft) Elevation (ft) Deflection Sway (deg) Twist Deflections and Rotations Load Case Resultant (deg) 155 mph Normal with No Ice 0.512 1.160283.44 0.0173 1.1602 155 mph Normal with No Ice 0.545 0.892186.72 0.0243 0.8924 155 mph Normal with No Ice 0.738 0.6976103.39 0.0127 0.6982 155 mph Normal with No Ice 0.862 1.6725113.44 -0.0106 1.6725 155 mph Normal with No Ice 0.996 0.8226123.28 -0.0195 0.8233 155 mph Normal with No Ice 1.019 0.6866125.00 -0.0213 0.6869 155 mph Normal with No Ice 1.107 0.7645131.61 -0.0280 0.7651 155 mph 60 degree with No Ice 0.306 0.997383.44 0.0180 0.9974 155 mph 60 degree with No Ice 0.324 0.672686.72 0.0197 0.6726 155 mph 60 degree with No Ice 0.434 0.4000103.39 0.0086 0.4002 155 mph 60 degree with No Ice 0.507 1.1930113.44 0.0004 1.1932 155 mph 60 degree with No Ice 0.589 0.4825123.28 -0.0190 0.4838 155 mph 60 degree with No Ice 0.603 0.5886125.00 -0.0227 0.5905 155 mph 60 degree with No Ice 0.658 0.4777131.61 -0.0236 0.4788 155 mph 90 degree with No Ice 0.446 1.054383.44 -0.0543 1.0566 155 mph 90 degree with No Ice 0.475 0.823086.72 -0.0525 0.8269 155 mph 90 degree with No Ice 0.642 0.6127103.39 -0.0759 0.6230 155 mph 90 degree with No Ice 0.752 1.5315113.44 -0.0913 1.5364 155 mph 90 degree with No Ice 0.872 0.6929123.28 -0.0942 0.7029 155 mph 90 degree with No Ice 0.894 0.8575125.00 -0.0971 0.8659 155 mph 90 degree with No Ice 0.974 0.6972131.61 -0.1150 0.7072 155 mph 120 degree with No Ice 0.510 1.145883.44 0.0174 1.1458 155 mph 120 degree with No Ice 0.543 0.897386.72 0.0246 0.8976 155 mph 120 degree with No Ice 0.737 0.7068103.39 0.0145 0.7074 155 mph 120 degree with No Ice 0.864 1.6849113.44 0.0024 1.6849 155 mph 120 degree with No Ice 1.000 0.8013123.28 0.0128 0.8015 155 mph 120 degree with No Ice 1.024 0.9025125.00 0.0104 0.9025 155 mph 120 degree with No Ice 1.115 0.7926131.61 -0.0226 0.7930 155 mph 180 degree with No Ice 0.308 0.985583.44 0.0196 0.9856 155 mph 180 degree with No Ice 0.326 0.669286.72 0.0217 0.6693 155 mph 180 degree with No Ice 0.435 0.3950103.39 0.0124 0.3952 155 mph 180 degree with No Ice 0.506 1.1994113.44 -0.0157 1.1995 155 mph 180 degree with No Ice 0.587 0.5124123.28 -0.0194 0.5128 155 mph 180 degree with No Ice 0.600 0.3727125.00 -0.0200 0.3733 155 mph 180 degree with No Ice 0.653 0.4548131.61 -0.0222 0.4556 155 mph 210 degree with No Ice 0.447 1.061283.44 -0.0621 1.0635 155 mph 210 degree with No Ice 0.476 0.818786.72 -0.0799 0.8226 155 mph 210 degree with No Ice 0.643 0.6071103.39 -0.1143 0.6178 155 mph 210 degree with No Ice 0.752 1.5256113.44 -0.1158 1.5307 155 mph 210 degree with No Ice 0.870 0.7148123.28 -0.1415 0.7287 155 mph 210 degree with No Ice 0.891 0.6958125.00 -0.1420 0.7108 155 mph 210 degree with No Ice 0.969 0.6768131.61 -0.1220 0.6877 155 mph 240 degree with No Ice 0.510 1.145883.44 0.0172 1.1458 155 mph 240 degree with No Ice 0.543 0.898486.72 0.0240 0.8987 155 mph 240 degree with No Ice 0.737 0.7071103.39 -0.0318 0.7078 155 mph 240 degree with No Ice 0.864 1.6850113.44 -0.0275 1.6851 155 mph 240 degree with No Ice 1.000 0.8032123.28 -0.0544 0.8050 155 mph 240 degree with No Ice 1.025 0.8993125.00 -0.0541 0.8998 155 mph 240 degree with No Ice 1.115 0.7926131.61 -0.0325 0.7932 155 mph 300 degree with No Ice 0.306 0.997383.44 0.0212 0.9974 155 mph 300 degree with No Ice 0.324 0.672786.72 0.0236 0.6728 155 mph 300 degree with No Ice 0.434 0.3997103.39 -0.0247 0.3999 155 mph 300 degree with No Ice 0.507 1.1929113.44 -0.0278 1.1929 155 mph 300 degree with No Ice 0.588 0.4814123.28 -0.0175 0.4814 155 mph 300 degree with No Ice 0.603 0.5895125.00 -0.0152 0.5895 Page 19 6/9/2021 10:10:15 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 155 mph 300 degree with No Ice 0.658 0.4775131.61 -0.0218 0.4780 155 mph 330 degree with No Ice 0.448 1.070583.44 -0.0692 1.0727 155 mph 330 degree with No Ice 0.477 0.816886.72 -0.0810 0.8207 155 mph 330 degree with No Ice 0.642 0.6021103.39 -0.1121 0.6122 155 mph 330 degree with No Ice 0.750 1.5168113.44 -0.1202 1.5216 155 mph 330 degree with No Ice 0.868 0.7162123.28 -0.1095 0.7241 155 mph 330 degree with No Ice 0.888 0.6346125.00 -0.1080 0.6437 155 mph 330 degree with No Ice 0.965 0.6661131.61 -0.1186 0.6759 30 mph Normal with 0.00 in Radial Ice 0.007 0.495583.44 0.0089 0.4955 30 mph Normal with 0.00 in Radial Ice 0.007 0.137386.72 0.0065 0.1375 30 mph Normal with 0.00 in Radial Ice 0.009 0.0086103.39 -0.0039 0.0096 30 mph Normal with 0.00 in Radial Ice 0.010 0.5461113.44 -0.0088 0.5462 30 mph Normal with 0.00 in Radial Ice 0.012 0.0167123.28 -0.0057 0.0176 30 mph Normal with 0.00 in Radial Ice 0.012 0.0078125.00 -0.0053 0.0095 30 mph Normal with 0.00 in Radial Ice 0.014 0.0126131.61 -0.0042 0.0133 30 mph 60 deg with 0.00 in Radial Ice 0.007 0.499283.44 0.0088 0.4992 30 mph 60 deg with 0.00 in Radial Ice 0.007 0.141486.72 0.0065 0.1415 30 mph 60 deg with 0.00 in Radial Ice 0.009 0.0096103.39 -0.0037 0.0104 30 mph 60 deg with 0.00 in Radial Ice 0.011 0.5485113.44 -0.0084 0.5486 30 mph 60 deg with 0.00 in Radial Ice 0.013 0.0174123.28 -0.0055 0.0184 30 mph 60 deg with 0.00 in Radial Ice 0.013 0.0158125.00 -0.0051 0.0167 30 mph 60 deg with 0.00 in Radial Ice 0.014 0.0135131.61 -0.0041 0.0142 30 mph 90 deg with 0.00 in Radial Ice 0.007 0.498783.44 0.0091 0.4987 30 mph 90 deg with 0.00 in Radial Ice 0.007 0.140186.72 0.0068 0.1403 30 mph 90 deg with 0.00 in Radial Ice 0.009 0.0094103.39 -0.0035 0.0102 30 mph 90 deg with 0.00 in Radial Ice 0.010 0.5480113.44 -0.0081 0.5481 30 mph 90 deg with 0.00 in Radial Ice 0.012 0.0162123.28 -0.0052 0.0172 30 mph 90 deg with 0.00 in Radial Ice 0.013 0.0178125.00 -0.0048 0.0185 30 mph 90 deg with 0.00 in Radial Ice 0.014 0.0128131.61 -0.0037 0.0134 30 mph 120 deg with 0.00 in Radial Ice 0.007 0.496083.44 0.0089 0.4960 30 mph 120 deg with 0.00 in Radial Ice 0.007 0.137386.72 0.0065 0.1375 30 mph 120 deg with 0.00 in Radial Ice 0.009 0.0087103.39 -0.0037 0.0097 30 mph 120 deg with 0.00 in Radial Ice 0.010 0.5461113.44 -0.0085 0.5461 30 mph 120 deg with 0.00 in Radial Ice 0.012 0.0158123.28 -0.0055 0.0168 30 mph 120 deg with 0.00 in Radial Ice 0.013 0.0159125.00 -0.0051 0.0168 30 mph 120 deg with 0.00 in Radial Ice 0.014 0.0133131.61 -0.0041 0.0140 30 mph 180 deg with 0.00 in Radial Ice 0.007 0.498783.44 0.0088 0.4987 30 mph 180 deg with 0.00 in Radial Ice 0.007 0.141386.72 0.0065 0.1414 30 mph 180 deg with 0.00 in Radial Ice 0.009 0.0095103.39 -0.0040 0.0103 30 mph 180 deg with 0.00 in Radial Ice 0.011 0.5487113.44 -0.0089 0.5488 30 mph 180 deg with 0.00 in Radial Ice 0.013 0.0186123.28 -0.0058 0.0195 30 mph 180 deg with 0.00 in Radial Ice 0.013 0.0075125.00 -0.0053 0.0093 30 mph 180 deg with 0.00 in Radial Ice 0.014 0.0128131.61 -0.0042 0.0135 30 mph 210 deg with 0.00 in Radial Ice 0.007 0.498183.44 0.0091 0.4982 30 mph 210 deg with 0.00 in Radial Ice 0.007 0.140086.72 0.0068 0.1401 30 mph 210 deg with 0.00 in Radial Ice 0.009 0.0092103.39 -0.0040 0.0101 30 mph 210 deg with 0.00 in Radial Ice 0.010 0.5482113.44 -0.0089 0.5483 30 mph 210 deg with 0.00 in Radial Ice 0.012 0.0176123.28 -0.0057 0.0185 30 mph 210 deg with 0.00 in Radial Ice 0.013 0.0112125.00 -0.0052 0.0123 30 mph 210 deg with 0.00 in Radial Ice 0.014 0.0121131.61 -0.0039 0.0127 30 mph 240 deg with 0.00 in Radial Ice 0.007 0.495883.44 0.0089 0.4959 30 mph 240 deg with 0.00 in Radial Ice 0.007 0.137486.72 0.0065 0.1376 30 mph 240 deg with 0.00 in Radial Ice 0.009 0.0087103.39 -0.0043 0.0097 30 mph 240 deg with 0.00 in Radial Ice 0.010 0.5459113.44 -0.0094 0.5460 30 mph 240 deg with 0.00 in Radial Ice 0.012 0.0153123.28 -0.0060 0.0163 30 mph 240 deg with 0.00 in Radial Ice 0.013 0.0155125.00 -0.0056 0.0164 30 mph 240 deg with 0.00 in Radial Ice 0.014 0.0134131.61 -0.0043 0.0140 30 mph 300 deg with 0.00 in Radial Ice 0.007 0.499283.44 0.0088 0.4992 30 mph 300 deg with 0.00 in Radial Ice 0.007 0.141486.72 0.0065 0.1415 30 mph 300 deg with 0.00 in Radial Ice 0.009 0.0096103.39 -0.0042 0.0104 30 mph 300 deg with 0.00 in Radial Ice 0.011 0.5485113.44 -0.0093 0.5486 30 mph 300 deg with 0.00 in Radial Ice 0.013 0.0173123.28 -0.0060 0.0183 Page 20 6/9/2021 10:10:15 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 30 mph 300 deg with 0.00 in Radial Ice 0.013 0.0152125.00 -0.0055 0.0161 30 mph 300 deg with 0.00 in Radial Ice 0.014 0.0136131.61 -0.0043 0.0143 30 mph 330 deg with 0.00 in Radial Ice 0.007 0.498483.44 0.0091 0.4985 30 mph 330 deg with 0.00 in Radial Ice 0.007 0.140186.72 0.0068 0.1402 30 mph 330 deg with 0.00 in Radial Ice 0.009 0.0093103.39 -0.0039 0.0101 30 mph 330 deg with 0.00 in Radial Ice 0.010 0.5481113.44 -0.0088 0.5482 30 mph 330 deg with 0.00 in Radial Ice 0.012 0.0171123.28 -0.0056 0.0181 30 mph 330 deg with 0.00 in Radial Ice 0.013 0.0109125.00 -0.0051 0.0121 30 mph 330 deg with 0.00 in Radial Ice 0.014 0.0122131.61 -0.0039 0.0128 Seismic Normal M1 0.003 0.424183.44 0.0089 0.4241 Seismic Normal M1 0.003 0.118886.72 0.0067 0.1190 Seismic Normal M1 0.006 0.0110103.39 -0.0037 0.0117 Seismic Normal M1 0.008 0.4867113.44 -0.0089 0.4868 Seismic Normal M1 0.010 0.0178123.28 -0.0050 0.0185 Seismic Normal M1 0.010 0.0152125.00 -0.0045 0.0158 Seismic Normal M1 0.012 0.0152131.61 -0.0032 0.0156 Seismic 60 deg M1 0.003 0.424083.44 0.0089 0.4241 Seismic 60 deg M1 0.003 0.122486.72 0.0066 0.1226 Seismic 60 deg M1 0.006 0.0115103.39 -0.0036 0.0121 Seismic 60 deg M1 0.008 0.4864113.44 -0.0088 0.4865 Seismic 60 deg M1 0.010 0.0193123.28 -0.0049 0.0199 Seismic 60 deg M1 0.010 0.0150125.00 -0.0044 0.0157 Seismic 60 deg M1 0.012 0.0153131.61 -0.0031 0.0156 Seismic 90 deg M1 0.003 0.424083.44 0.0089 0.4241 Seismic 90 deg M1 0.003 0.121386.72 0.0067 0.1215 Seismic 90 deg M1 0.006 0.0114103.39 -0.0036 0.0121 Seismic 90 deg M1 0.008 0.4866113.44 -0.0088 0.4867 Seismic 90 deg M1 0.010 0.0186123.28 -0.0049 0.0193 Seismic 90 deg M1 0.010 0.0154125.00 -0.0044 0.0161 Seismic 90 deg M1 0.012 0.0145131.61 -0.0031 0.0149 Seismic 120 deg M1 0.003 0.424183.44 0.0089 0.4242 Seismic 120 deg M1 0.003 0.118886.72 0.0067 0.1190 Seismic 120 deg M1 0.006 0.0110103.39 -0.0036 0.0117 Seismic 120 deg M1 0.008 0.4867113.44 -0.0088 0.4868 Seismic 120 deg M1 0.010 0.0178123.28 -0.0049 0.0185 Seismic 120 deg M1 0.010 0.0152125.00 -0.0044 0.0158 Seismic 120 deg M1 0.012 0.0152131.61 -0.0031 0.0156 Seismic 180 deg M1 0.003 0.424083.44 0.0089 0.4241 Seismic 180 deg M1 0.003 0.122486.72 0.0066 0.1226 Seismic 180 deg M1 0.006 0.0115103.39 -0.0037 0.0121 Seismic 180 deg M1 0.008 0.4864113.44 -0.0090 0.4865 Seismic 180 deg M1 0.010 0.0193123.28 -0.0050 0.0199 Seismic 180 deg M1 0.010 0.0150125.00 -0.0045 0.0157 Seismic 180 deg M1 0.012 0.0153131.61 -0.0031 0.0156 Seismic 210 deg M1 0.003 0.424083.44 0.0089 0.4241 Seismic 210 deg M1 0.003 0.121386.72 0.0067 0.1215 Seismic 210 deg M1 0.006 0.0114103.39 -0.0038 0.0121 Seismic 210 deg M1 0.008 0.4866113.44 -0.0091 0.4867 Seismic 210 deg M1 0.010 0.0186123.28 -0.0051 0.0193 Seismic 210 deg M1 0.010 0.0154125.00 -0.0045 0.0161 Seismic 210 deg M1 0.012 0.0145131.61 -0.0031 0.0149 Seismic 240 deg M1 0.003 0.424183.44 0.0089 0.4242 Seismic 240 deg M1 0.003 0.118886.72 0.0067 0.1190 Seismic 240 deg M1 0.006 0.0110103.39 -0.0038 0.0117 Seismic 240 deg M1 0.008 0.4867113.44 -0.0091 0.4868 Seismic 240 deg M1 0.010 0.0178123.28 -0.0051 0.0185 Seismic 240 deg M1 0.010 0.0152125.00 -0.0046 0.0158 Seismic 240 deg M1 0.012 0.0152131.61 -0.0032 0.0156 Seismic 300 deg M1 0.003 0.424083.44 0.0089 0.4241 Seismic 300 deg M1 0.003 0.122486.72 0.0066 0.1226 Seismic 300 deg M1 0.006 0.0115103.39 -0.0038 0.0121 Seismic 300 deg M1 0.008 0.4864113.44 -0.0091 0.4865 Page 21 6/9/2021 10:10:15 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 Seismic 300 deg M1 0.010 0.0193123.28 -0.0051 0.0199 Seismic 300 deg M1 0.010 0.0150125.00 -0.0046 0.0157 Seismic 300 deg M1 0.012 0.0153131.61 -0.0032 0.0156 Seismic 330 deg M1 0.003 0.424083.44 0.0089 0.4241 Seismic 330 deg M1 0.003 0.121386.72 0.0067 0.1215 Seismic 330 deg M1 0.006 0.0114103.39 -0.0038 0.0121 Seismic 330 deg M1 0.008 0.4866113.44 -0.0090 0.4867 Seismic 330 deg M1 0.010 0.0186123.28 -0.0051 0.0193 Seismic 330 deg M1 0.010 0.0154125.00 -0.0046 0.0161 Seismic 330 deg M1 0.012 0.0145131.61 -0.0032 0.0149 Seismic (Reduced DL) Normal M1 0.003 0.427383.44 0.0082 0.4274 Seismic (Reduced DL) Normal M1 0.003 0.119686.72 0.0061 0.1198 Seismic (Reduced DL) Normal M1 0.006 0.0110103.39 -0.0033 0.0115 Seismic (Reduced DL) Normal M1 0.008 0.4913113.44 -0.0081 0.4913 Seismic (Reduced DL) Normal M1 0.010 0.0177123.28 -0.0050 0.0183 Seismic (Reduced DL) Normal M1 0.010 0.0152125.00 -0.0045 0.0158 Seismic (Reduced DL) Normal M1 0.012 0.0151131.61 -0.0037 0.0155 Seismic (Reduced DL) 60 deg M1 0.003 0.427383.44 0.0082 0.4274 Seismic (Reduced DL) 60 deg M1 0.003 0.123386.72 0.0061 0.1234 Seismic (Reduced DL) 60 deg M1 0.006 0.0115103.39 -0.0033 0.0120 Seismic (Reduced DL) 60 deg M1 0.008 0.4910113.44 -0.0080 0.4911 Seismic (Reduced DL) 60 deg M1 0.010 0.0193123.28 -0.0048 0.0199 Seismic (Reduced DL) 60 deg M1 0.010 0.0149125.00 -0.0044 0.0156 Seismic (Reduced DL) 60 deg M1 0.012 0.0152131.61 -0.0036 0.0156 Seismic (Reduced DL) 90 deg M1 0.003 0.427383.44 0.0082 0.4274 Seismic (Reduced DL) 90 deg M1 0.003 0.122186.72 0.0061 0.1223 Seismic (Reduced DL) 90 deg M1 0.006 0.0114103.39 -0.0033 0.0119 Seismic (Reduced DL) 90 deg M1 0.008 0.4912113.44 -0.0080 0.4913 Seismic (Reduced DL) 90 deg M1 0.010 0.0187123.28 -0.0048 0.0193 Seismic (Reduced DL) 90 deg M1 0.010 0.0153125.00 -0.0044 0.0160 Seismic (Reduced DL) 90 deg M1 0.012 0.0144131.61 -0.0036 0.0149 Seismic (Reduced DL) 120 deg M1 0.003 0.427383.44 0.0082 0.4274 Seismic (Reduced DL) 120 deg M1 0.003 0.119686.72 0.0061 0.1198 Seismic (Reduced DL) 120 deg M1 0.006 0.0110103.39 -0.0033 0.0115 Seismic (Reduced DL) 120 deg M1 0.008 0.4913113.44 -0.0080 0.4914 Seismic (Reduced DL) 120 deg M1 0.010 0.0177123.28 -0.0048 0.0183 Seismic (Reduced DL) 120 deg M1 0.010 0.0152125.00 -0.0044 0.0158 Seismic (Reduced DL) 120 deg M1 0.012 0.0151131.61 -0.0036 0.0155 Seismic (Reduced DL) 180 deg M1 0.003 0.427383.44 0.0082 0.4274 Seismic (Reduced DL) 180 deg M1 0.003 0.123386.72 0.0061 0.1234 Seismic (Reduced DL) 180 deg M1 0.006 0.0115103.39 -0.0034 0.0120 Seismic (Reduced DL) 180 deg M1 0.008 0.4910113.44 -0.0082 0.4911 Seismic (Reduced DL) 180 deg M1 0.010 0.0193123.28 -0.0049 0.0199 Seismic (Reduced DL) 180 deg M1 0.010 0.0149125.00 -0.0045 0.0156 Seismic (Reduced DL) 180 deg M1 0.012 0.0152131.61 -0.0036 0.0156 Seismic (Reduced DL) 210 deg M1 0.003 0.427383.44 0.0082 0.4274 Seismic (Reduced DL) 210 deg M1 0.003 0.122186.72 0.0061 0.1223 Seismic (Reduced DL) 210 deg M1 0.006 0.0114103.39 -0.0034 0.0119 Seismic (Reduced DL) 210 deg M1 0.008 0.4912113.44 -0.0083 0.4913 Seismic (Reduced DL) 210 deg M1 0.010 0.0187123.28 -0.0050 0.0193 Seismic (Reduced DL) 210 deg M1 0.010 0.0153125.00 -0.0046 0.0160 Seismic (Reduced DL) 210 deg M1 0.012 0.0144131.61 -0.0036 0.0149 Seismic (Reduced DL) 240 deg M1 0.003 0.427383.44 0.0082 0.4274 Seismic (Reduced DL) 240 deg M1 0.003 0.119686.72 0.0061 0.1198 Seismic (Reduced DL) 240 deg M1 0.006 0.0110103.39 -0.0035 0.0115 Seismic (Reduced DL) 240 deg M1 0.008 0.4913113.44 -0.0083 0.4914 Seismic (Reduced DL) 240 deg M1 0.010 0.0177123.28 -0.0051 0.0183 Seismic (Reduced DL) 240 deg M1 0.010 0.0152125.00 -0.0046 0.0158 Seismic (Reduced DL) 240 deg M1 0.012 0.0151131.61 -0.0037 0.0155 Seismic (Reduced DL) 300 deg M1 0.003 0.427383.44 0.0082 0.4274 Seismic (Reduced DL) 300 deg M1 0.003 0.123386.72 0.0061 0.1234 Seismic (Reduced DL) 300 deg M1 0.006 0.0115103.39 -0.0035 0.0120 Page 22 6/9/2021 10:10:15 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 Seismic (Reduced DL) 300 deg M1 0.008 0.4910113.44 -0.0083 0.4911 Seismic (Reduced DL) 300 deg M1 0.010 0.0193123.28 -0.0051 0.0199 Seismic (Reduced DL) 300 deg M1 0.010 0.0149125.00 -0.0046 0.0156 Seismic (Reduced DL) 300 deg M1 0.012 0.0152131.61 -0.0037 0.0156 Seismic (Reduced DL) 330 deg M1 0.003 0.427383.44 0.0082 0.4274 Seismic (Reduced DL) 330 deg M1 0.003 0.122186.72 0.0061 0.1223 Seismic (Reduced DL) 330 deg M1 0.006 0.0114103.39 -0.0034 0.0119 Seismic (Reduced DL) 330 deg M1 0.008 0.4912113.44 -0.0082 0.4913 Seismic (Reduced DL) 330 deg M1 0.010 0.0187123.28 -0.0050 0.0193 Seismic (Reduced DL) 330 deg M1 0.010 0.0153125.00 -0.0046 0.0160 Seismic (Reduced DL) 330 deg M1 0.012 0.0144131.61 -0.0037 0.0149 Serviceability - 60 mph Wind Normal 0.023 0.454083.44 0.0089 0.4541 Serviceability - 60 mph Wind Normal 0.024 0.139486.72 0.0067 0.1396 Serviceability - 60 mph Wind Normal 0.032 0.0316103.39 -0.0042 0.0321 Serviceability - 60 mph Wind Normal 0.038 0.5197113.44 -0.0085 0.5197 Serviceability - 60 mph Wind Normal 0.045 0.0522123.28 -0.0059 0.0527 Serviceability - 60 mph Wind Normal 0.047 0.0318125.00 -0.0055 0.0322 Serviceability - 60 mph Wind Normal 0.051 0.0439131.61 -0.0042 0.0442 Serviceability - 60 mph Wind 60 deg 0.028 0.466083.44 0.0085 0.4660 Serviceability - 60 mph Wind 60 deg 0.030 0.160686.72 0.0063 0.1607 Serviceability - 60 mph Wind 60 deg 0.040 0.0402103.39 -0.0037 0.0405 Serviceability - 60 mph Wind 60 deg 0.047 0.5323113.44 -0.0079 0.5324 Serviceability - 60 mph Wind 60 deg 0.056 0.0566123.28 -0.0058 0.0570 Serviceability - 60 mph Wind 60 deg 0.058 0.0693125.00 -0.0055 0.0697 Serviceability - 60 mph Wind 60 deg 0.064 0.0536131.61 -0.0044 0.0539 Serviceability - 60 mph Wind 90 deg 0.026 0.464383.44 0.0133 0.4645 Serviceability - 60 mph Wind 90 deg 0.027 0.153686.72 0.0111 0.1539 Serviceability - 60 mph Wind 90 deg 0.037 0.0369103.39 0.0018 0.0369 Serviceability - 60 mph Wind 90 deg 0.043 0.5271113.44 -0.0009 0.5272 Serviceability - 60 mph Wind 90 deg 0.051 0.0522123.28 0.0013 0.0522 Serviceability - 60 mph Wind 90 deg 0.053 0.0753125.00 0.0016 0.0753 Serviceability - 60 mph Wind 90 deg 0.058 0.0511131.61 0.0028 0.0511 Serviceability - 60 mph Wind 120 deg 0.023 0.456183.44 0.0089 0.4562 Serviceability - 60 mph Wind 120 deg 0.024 0.139586.72 0.0067 0.1397 Serviceability - 60 mph Wind 120 deg 0.032 0.0321103.39 -0.0033 0.0326 Serviceability - 60 mph Wind 120 deg 0.038 0.5196113.44 -0.0074 0.5196 Serviceability - 60 mph Wind 120 deg 0.045 0.0481123.28 -0.0049 0.0483 Serviceability - 60 mph Wind 120 deg 0.047 0.0644125.00 -0.0046 0.0646 Serviceability - 60 mph Wind 120 deg 0.052 0.0470131.61 -0.0038 0.0472 Serviceability - 60 mph Wind 180 deg 0.028 0.463983.44 0.0084 0.4640 Serviceability - 60 mph Wind 180 deg 0.030 0.160386.72 0.0062 0.1604 Serviceability - 60 mph Wind 180 deg 0.041 0.0399103.39 -0.0054 0.0403 Serviceability - 60 mph Wind 180 deg 0.048 0.5331113.44 -0.0096 0.5331 Serviceability - 60 mph Wind 180 deg 0.056 0.0616123.28 -0.0069 0.0620 Serviceability - 60 mph Wind 180 deg 0.058 0.0371125.00 -0.0065 0.0378 Serviceability - 60 mph Wind 180 deg 0.063 0.0508131.61 -0.0049 0.0511 Serviceability - 60 mph Wind 210 deg 0.026 0.462083.44 0.0133 0.4622 Serviceability - 60 mph Wind 210 deg 0.027 0.153186.72 0.0111 0.1534 Serviceability - 60 mph Wind 210 deg 0.037 0.0363103.39 0.0018 0.0363 Serviceability - 60 mph Wind 210 deg 0.043 0.5281113.44 -0.0037 0.5281 Serviceability - 60 mph Wind 210 deg 0.051 0.0572123.28 0.0011 0.0572 Serviceability - 60 mph Wind 210 deg 0.052 0.0473125.00 0.0014 0.0473 Serviceability - 60 mph Wind 210 deg 0.058 0.0478131.61 0.0028 0.0479 Serviceability - 60 mph Wind 240 deg 0.023 0.455583.44 0.0089 0.4556 Serviceability - 60 mph Wind 240 deg 0.024 0.139986.72 0.0067 0.1401 Serviceability - 60 mph Wind 240 deg 0.032 0.0321103.39 -0.0057 0.0326 Serviceability - 60 mph Wind 240 deg 0.038 0.5189113.44 -0.0105 0.5190 Serviceability - 60 mph Wind 240 deg 0.045 0.0486123.28 -0.0073 0.0491 Serviceability - 60 mph Wind 240 deg 0.047 0.0633125.00 -0.0067 0.0635 Serviceability - 60 mph Wind 240 deg 0.052 0.0471131.61 -0.0047 0.0473 Serviceability - 60 mph Wind 300 deg 0.028 0.466083.44 0.0085 0.4660 Serviceability - 60 mph Wind 300 deg 0.030 0.160686.72 0.0063 0.1607 Page 23 6/9/2021 10:10:15 AM © 2007 - 2021 by ATC IP LLC. All rights reserved.Site Number:5120 Site Name: Code:ANSI/TIA-222-H Strazzula, FL Customer:SPRINT NEXTEL Engineering Number:13348398_C3_04 Serviceability - 60 mph Wind 300 deg 0.040 0.0402103.39 -0.0060 0.0406 Serviceability - 60 mph Wind 300 deg 0.047 0.5323113.44 -0.0105 0.5324 Serviceability - 60 mph Wind 300 deg 0.056 0.0564123.28 -0.0074 0.0568 Serviceability - 60 mph Wind 300 deg 0.058 0.0691125.00 -0.0069 0.0693 Serviceability - 60 mph Wind 300 deg 0.064 0.0536131.61 -0.0053 0.0539 Serviceability - 60 mph Wind 330 deg 0.026 0.463083.44 0.0133 0.4632 Serviceability - 60 mph Wind 330 deg 0.027 0.153386.72 0.0111 0.1536 Serviceability - 60 mph Wind 330 deg 0.037 0.0364103.39 0.0018 0.0364 Serviceability - 60 mph Wind 330 deg 0.043 0.5277113.44 -0.0030 0.5277 Serviceability - 60 mph Wind 330 deg 0.051 0.0563123.28 0.0015 0.0563 Serviceability - 60 mph Wind 330 deg 0.052 0.0489125.00 0.0018 0.0489 Serviceability - 60 mph Wind 330 deg 0.058 0.0482131.61 0.0028 0.0482 Base Shear 85.16 1.92 Anchor Group UpLift Maximum Reactions Summary A1 37.29 38.58 Page 24