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HomeMy WebLinkAboutSTRUCTURAL ANALYSIS REPORTRECEIVED ffv MAY 0 22018 ST. Lucie County, Permitting AMERICAN TOWER® ------- CORPORATION Structural Analysis Report Structure : 440 ft Guyed Tower ATC Site Name : Fort Pierce - OmniAmerica, FL ATC Site Number : 75123 Engineering Number : OAA722736_C3_01 Proposed (Carrier : AT&T Mobility SCANNED Carrier Site Name : FP01 BY St. Lucie County Carrier Site Number 10070085 Site Location 131 ogle Road Fort Pierce, FL 34945-4103 27.466300,-80.465000 County : St Lucie Date : February 23, 2018 Max Usage : 105% I Result : Pass \\\x0\II ����// IV \\�� No 79480 Prepared By: Reviewed By: Garret D. Heath 'STATE O Structural Engineer 1 0 O �� F FLORID �NI111 COA: 9053 ATC Tower Services LLC- 3500 Regency Parkway, Suite 100 - Cary, INC 27518- 919468-0112 Office - 919.4665414'Fax - www.americantower.mm Eng. Number OAA722736_C3_01 February 23, 2018 AMERICANTOW�R• ce XFoutid• Table of Contents Introduction.................................................................................................................................... SupportingDocuments.................................................................................................................... Analysis........................................................................................................................................... Conclusion....................................................................................................................................... Existing and Reserved Equipment................................................................................................... Equipmentto be Removed.............................................................................................................. ProposedEquipment....................................................................................................................... StructureUsages ...... :........... ............................................. ........................ ......................... .............. Foundations..................................................................................................................................... Deflection, Twist, and Sway............................................................................................................ StandardConditions......................................................................................................................... Calculations...... ..... ........... ......................... ................................. W ...... W .......... 1 1 1 1 2 2 2 3 3 3 4 Attached ATC Tower Services LLC- 3500 Reeenry Parkway, Suite 100 - Cary, NC 27518- 919-468-0112 Office -919-466-5414 Fax - www.americantowencore AMERMAN TOWER• ea rex.r. 6. Introduction Eng. Number OAA722736_C3_01 February 23, 2018 Page 1 The purpose of this report is to summarize results of a structural analysis performed on the 440 ft guyed towerto reflectthe change in loading byAT&T Mobility. Supporting Documents Tower Drawings Allied Drawing #B-12206, dated May 15,1985 Foundation Drawing Allied Drawing #B-12207, dated May 15,1985 Geotechnial Report GeoServices Project #21-07254, dated July 8, 2008 Modifications American Tower Corporation Job #432107H1, dated April 21, 2009 American Tower Corporation Job #46046535, dated July 11, 2011 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: ' 121 mph (3-Second Gust, Vasd) / 155 mph (3-Second Gust, Vult) Basic Wind Speed w/Ice: No Ice Considered Code: ANSI/TIA-222-G/ 20151BC/6th Ed. (2017) Florida Building Code Structure Class: II Exposure Category: C Topographic Category: 1 Crest Height: 0 ft Spectral Response: Ss=0.06,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. ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax-www.annericantower corn A AMERKA/IITbW¢R• cuc�a u>;rd• Existing and Reserved Equipment Eng. Number CAA722736_C3_01 February 23, 2018 Page 2 Elevation' (ft) Qry Antenna Mount Type Lines Carrier Mount RAD 450.0 1 20'Omni Halo Mount (1)15/8" Coax3 Ericsson RRUS-111900MHz (8)15/8"Coax 7143.'0 146.0 Sector Frames (2) 3/8" RET Control Cable AT&T Mobility 1 Raycap DC648-60-18-SF (1) 0.39" Fiber Trunk Equipment to be Removed Elevation' (ft) 4ty Antenna Mount Type Lines Carrier Mount RAD 146.0 146.0 1 Ericsson RRUS-111900MHz _ (2) 0.76" 8 AWG 6 AT&T Mobility ' 4 Kathrein 80010723 4 AndrewETD819HS12UB 4 TriasxTBC0020FxVx Proposed Equipment Elevation' (ft) RtY Antenna Mount Type Lines Carrier Mount RAD 143.0 146.0 6 CommscopeSBNHH-1D85C(49.6lb) Sector Frames (4)15/8" Coax (4) 0.78" 8 AWG 6 (1) 0.39" Fiber Trunk AT&T Mobility 3 Ericsson RRUS12 3 Ericsson RRUS 32 (50.8 Ibs) 1 Raycap DC6-48-60-18-8C 1 KMW KFTDR00110030 'Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of antenna above ground level (AGL). Install proposed coax stacked on top of existing AT&T Mobility coax. ATC Tower Services LLC- 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919.468-0112 Office -919.466-5414 Fax - www.annericantower.mm A AMERIGl�N'roWER• co•r•uTro• Structure Usages Eng. Number OAA722736_C3_01 February 23, 2018 Page 3 Structural Component Controlling Usage Pass/Fail Legs 105% Pass Diagonals 99% Pass Horizontals 75% Pass Guys 76% Pass Leg Bolts 31% Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions* Analysis Reactions % of Design Base Axial (kips) 177.6 239.8 242.3 101% Anchor 1 Uplift (kips) 73.4 99.1 98.2 99% Anchor 1 Shear (kips) 77.5 104.6 109.7 105% -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, Twist and Swav* Antenna Elevation Antenna Carrier Deflection Twist (°) Sway (ft) (Rotation) (°) (ft) KMW KFTDR00110030 Ericsson RRUS 32 (50.8 Ibs) Ericsson RRUS12 143.0 AT&T Mobility 0.116 0.102 0.102 Raycap DC6-48-60-18-SC Commscope SBNHH-SD85G (49.61 b) *Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-G ATC Tower Services LLC- 3500 Regency Parkway, Suite 100 -Cary, NC 27518 - 91946MI12 Office-919-466-5414 Fax - www.amencantower.com A AMERIcwN TOMIER• CORPOR•T10• 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 structureswere constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. ATC Tower Services LLC - 3500 Regency Parkway, Suite 100- Cary, NC 27518-91946&0112 Office - 919466-5414 Fax - www.ameriwntower.wm 440,00 420.&at 23 011I. WS6ot 22 380.WSeot 21 No,wSeat 20 Saw Seot 19 320.LSeat 18 300.W9eot 17 290. WSect 16 211O. WSaot 15 240.6e� 14 220 WSect 13 200.WSect 12 180.Wse", 11 iW.WSect 10 140.L.3ect 9 120.WSSeat 8. 100.GSect 7 80.duct 8 80.0sat 6 40.0!914 4 20.0sat 3 0.718ect 2 _SM 1_ ©2007-2018byATCIPLLC. Alldghtsresemed. 0 4".0 (2) ridge @ 350.0 rc=10 !(2)9110 . S @ 290, rc= D 1/2 EHS @ 20 IT=f0% X@140.0 IT =10% 112 EHS 0 70.0 Loads: 121 mph no ice 30 mph w/ 0'0" radial ice Site Class: D Ss: 0.06 Sl: 0.03 60 mph Serviceability Job intormation Tower: 76123 Location : Fort Pierce - Base Width: 3.50 ft Client: AT&T Mobility Code: ANSIITIA-222-G Tower Ht : 440.00 ft Shape: Triangle 1-5 SOL 60 kal 2 1/4" SOLID SOL 36 kel 718" SOLID SOL 36 kai 718" SOLID 6.8 SOL 60 kal 21/8" SOLID SOL 36 kai 718" SOLID SOL 36 ka17/8" SOLID 9 -11' SOL 60 kal 2" SOLID SOL 36ka1 718" SOLID SOL 36 ksl 7/8" SOLID 12 -16 SOL 60 ksl 21/4" SOLID SOL 36 ksl 1"SOLID SOL 36 ksl 7/8" SOLID 16 -19 SOL 60 ksl 2118" SOLID SOL 36 Ike] 1 114" SOLID SOL 36 kal 1 118" SOLID 20 - 23 SOL 60 kal 1 7/8" SOLID SOL 36 ksl 1 1/8" SOLID SOL 36 kel 1" SOLID Elev (ft) Type City Description 440.00 platform 1 Halo Mount 440.00 Whip !"1 20'Omni 420.00 Other 1, Torque Arms 350.00 Other 1 Torque Arms 280.00 Other 1 Torque Arms 143.00 Panel 6 Commscope SBNHH-ID86C (49.6 143.00 Panel 3 Ericsson RRUS12 143.00 Panel 3 Ericsson RRUS 32 (60.81bs) 143.00 Panel 3 Ericsson RRUS-11 1900 MHz 143.00 Panel 1 Raycap DC6-48-60-18-8C 143.00 Panel 1 KMW KFTDR00110030 143.00 Mounting Frame 3 Flat Light Sector Frame_ IElev (ft) I From To City DescriDtlon 6.00 440.00 1 1 6/8" Coax 0.00 440.00 2 Waveguldo 0.00 143.00 2 318"(0.38"-9.6mm) 0.00 143.00 2 1 518" Coax 0.00 143.00 6 1 618" Coax 0.00 143.00 4 1 618" Coax 0.00 143.00 4 0.78" 119.7mm B AWG 0.00 143.00 1 0.39" 10mm)�iberT 02007-2018byATCIPLLC. Al/dghtsresemed. R= 295.0' E = 0.0' Tower: 75123 Client: AT&T Mobility Code: ANSI/TIA-222-G R= 295.0' E = 0.0' Location : Fort Pierce - Base Width : 3.50 ft Tower Ht : 440.00 ft Shape: Triangle Guy Anchor Design Loads Radius (ft) Drop (ft) Azimuth (° ) Uplift (kip) Shear (kip) 296.00 296.00 296.00 0.00 0 98.22 109.70 0.00 240 98.15 109.71 0.00 120 98.15 '109.71 Global Base Foundation Design Loads Vertical (kip) Horizontal (kip) 242.28 0.47 Site Number: 75123 Code: ANSI/TIA-222-G ® 2007 - 2078 by ATC IP L-C. All rights reserved. Site Name: Fort Pierce - OmniAmerica, FL Engineering Number: OAA722736_C3_01 2/23/2018 9:55:45 AM Customer: AT&T Mobility Analysis Parameters Location: Code: Shape: Tower Manufacturer: Tower Type: Kd: Ke: ST LUCIE County, FL ANSIITIA-222-G Triangle Allied Tower Guyed Height (ft): Base Elevation (ft): Bottom Face Width (ft): Top Face Width (ft): 440 0.00 3.50 3.50 Ice & Wind Parameters Structure Class: 11 Design Windspeed Without Ice: 121 mph Exposure Category: C Design Windspeed With Ice: 30 mph Topographic Category: 1 Operational Windspeed: 60 mph Crest Height: 0 ft Design Ice Thickness: 0.00 in Seismic Parameters Analysis Method: Equivalent Modal Analysis & Equivalent Lateral Force Methods Site Class: D - Stiff Soil Period Based on Rayleigh Method (sec): 0.95 TL(sec): 8 p: 1.3 Cs: 0.030 Ss: 0.058 Sj: 0.030 C, Max: 0.030 F, 1.600 Fv: 2.400 Cs, Min: 0.030 Sft : 0.062 5,d1: 0.048 1.213+1.6W Normal 1.213 + 1.6W 60 deg 1.213 + 1.6W 90 deg 1.213 + 1.6W 120 deg 1.20 + 1.6W 180 deg 1.2D + 1.6W 210 deg 1.213 + 1.6W 240 deg 1.2D + 1.6W 300 deg 1.2D + 1.6W 330 deg 1.21D + 1.ODi + 1.OWi Normal 1.2D + 1.013i + 1.OWi 60 deg 1.2D + 1.ODi + 1.OWi 90 deg 1.21D + 1.OD1 + 1.OWi 120 deg J.2D + 1.ODi + 1.OWi 180 deg 1.2D + 1.O1)i + 1.0Wl 210 deg 1.2D + 1.ODi + 1.OWi 240 deg ).2D + 1.ODi + 1.OWi 300 deg 1.21D + 1.ODi + 1.00 330 deg '(1.2 + 0.2Sds)' DL + E Normal Load Cases 121 mph Normal with No Ice 121 mph 60 degree with No Ice 121 mph 90 degree with No Ice 121 mph 120 degree with No Ice 121 mph 180 degree with No Ice 121 mph 210 degree with No Ice 121 mph 240 degree with No Ice 121 mph 300 degree with No Ice 121 mph 330 degree with No Ice 30 mph Normal with 0.00 in Radial Ice 30 mph 60 deg with 0.00 in Radial Ice 30 mph 90 deg with 0.00 in Radial Ice 30 mph 120 deg with 0.00 in Radial Ice 30 mph 180 deg with 0.00 in Radial Ice 30 mph 210 deg with 0.00 in Radial Ice 30 mph 240 deg with 0.00 in Radial Ice 30 mph 300 deg with 0.00 in Radial Ice 30 mph 330 deg with 0.00 in Radial Ice Seismic Normal Page 1 Site Number: 75123 Site Name: Fort Pierce - OmniAmerica, FL Customer: AT&T Mobility (1.2 + 0.2Sds) ' DL + E 60 deg (1.2 + 0.2Sds) ' DL + E 90 deg (1.2 + 0.2Sds) ' DL + E 120 deg (1.2 + 0.2Sds) ' DL + E 180 deg (1.2 + 0.2Sds) ' DL + E 210 deg (1.2 + 0.2Sds) ' DL + E 240 deg (1.2 + 0.2Sds) ' DL + E 300 deg (1.2 + 0.2Sds) ' DL + E 330 deg 1.O1D + 1.OW Service Normal 1.01) + 1.OW Service 60 deg 1.O1) + 1.OW Service 90 deg 1.01D + 1.OW Service 120 deg 1.01) + 1.OW Service 180 deg 1.O1D + 1.OW Service 210 deg 1.O1D + 1.OW Service 240 deg 1.01D + 1.OW Service 300 deg 1.00 + 1.OW Service 330 deg Seismic 60 deg Seismic 90 deg Seismic 120 deg Seismic 180 deg Code: ANSIITIA-222-G ® 2007 - 2018 by ATC IP I.L.C. All rights reserved. Engineering Number: OAA722736_C3_01 Analysis Parameters Seismic 210 deg Seismic 240 deg Seismic 300 deg Seismic 330 deg Serviceability - 60 mph Wind Normal Serviceability - 60 mph Wind 60 deg Serviceability - 60 mph Wind 90 deg Serviceability - 60 mph Wind 120 deg Serviceability - 60 mph Wind 180 deg Serviceability - 60 mph Wind 210 deg Serviceability - 60 mph Wind 240 deg Serviceability - 60 mph Wind 300 deg Serviceability - 60 mph Wind 330 deg 2/23/2018 9:55:45 AM Page 2 Site Number: 75123 Code: ANSIFRA-222-G 0 2007 - 2018 by ATC IP LLC. All rights reserved. Site Name: Fort Pierce - OmniAmerica, FL Engineering Number: OAA722736_C3_01 2/23/2018 9:55:45 AM Customer: AT&T Mobility Tower Loading Discrete Appurtenance Properties 1.21)+1.6W Elevation Description Qty Wt. EPA Length Width Depth K, Orient. Vert. M, Q, F. (WQ P,(DL) (ft) (Ib) (so (ft) (in) (in) Factor Ecc.(ft) (lb-ft) (psf) (lb) (Ib) 440.0 20' Omni 1 20 6.0 50.0 3.0 3.0 1.00 1.00 10.0 4515.9 55.34 452 24 440.0 Halo Mount 1 3000 59.8 0.0 0.0 0.0 1.00 1.00 0.0 0.0 55.08 4480 3600 420.0 Torque Arms 1 350 10.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 54.54 742 420 350.0 Torque Arms 1 350 10.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 52.49 714 420 280.0 Torque Arms 1 350 10.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 50.08 681 420 143.0 KMW 1 20 0.9 0.9 8.5 4.9 0.80 0.50 3.0 60.6 43.66 20 24 143.0 Raycap DC6-48-60- 1 20 1.1 2.0 11.0 11.0 0.80 1.00 3.0 158.2 43.66 53 24 143.0 Ericsson RRUS-11 3 44 2.5 1.4 17.8 7.2 0.80 0.67 3.0 721.9 43.66 241 158 143.0 Ericsson RRUS 32 3 51 2.7 2.2 12.1 6.7 0.80 0.67 3.0 770.6 43.66 257 183 143.0 Ericsson RRUS12 3 57 2.8 1.5 18.2 7.3 0.80 0.67 3.0 805.0 43.66 268 206 143.0 Raycap DC6-48-60- 1 16 3.0 1.5 20.1 6.4 0.80 0.67 3.0 291.2 43.66 97 19 143.0 Commscope SBNHH- 6 50 11.4 8.0 11.9 7.1 0.80 0.70 3.0 6818.0 43.66 2273 357 143.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.0 43.47 1595 1440 Totals 26 6080 246.9 11872 7296 Discrete ADDurtenanceProoerties 1.2D+1.ODi+1.OWi Elevation Description Qty Ice Wt Ice EPA Length Width Depth K. Orient. Vert. M„ Q� F. (WQ P,(DL) (ft) (Ib) (sf) (ft) (in) (in) Factor Ecc.(ft) (Ib-ft) (psf) (Ib) (lb) 440.0 20' Omni 1 20 15.0 50.0 3.0 3.0 1.00 1.00 10.0 433.7 3.40 43 24 440.0 Halo Mount 1 3000 59.8 0.0 0.0 0.0 1.00 1.00 0.0 0.0 3.39 172 3600 420.0 Torque Arms 1 350 10.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 3.35 28 420 350.0 Torque Arms 1 350 10.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 3.23 27 420 280.0 Torque Arms 1 350 10.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 3.08 26 420 143.0 KMW 1 20 0.7 0.9 8.5 4.9 0.80 0.50 3.0 2.0 2.68 1 24 143.0 Raycap DC6-48-60- 1 20 2.2 2.0 11.0 11.0 0.80 1.00 3.0 12.0 2.68 4 24 143.0 Ericsson RRUS-11 3 44 2.5 1.4 17.8 7.2 0.80 0.67 3.0 27.8 2.68 9 158 143.0 Ericsson RRUS 32 3 51 2.7 2.2 12.1 6.7 0.80 0.67 3.0 29.7 2.68 10 183 143.0 Ericsson RRUS12 3 57 2.8 1.5 18.2 7.3 0.80 0.67 3.0 30.8 2.68 10 206 143.0 Raycap DC6-48-60- 1 16 3.1 1.5 20.1 6.4 0.80 0.67 3.0 11.2 2.68 4 19 143.0 Commscope SBNHH- 6 50 11.4 8.0 11.9 7.1 0.80 0.70 3.0 261.9 2.68 87 357 143.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.0 2.67 61 1440 Totals 26 6080 256.9 484 7296 Discrete ApDurtenance PrODerties 1.OD+1.0W Service Elevation Description (ft) Qty Wt. (lb) EPA (so Length Width (ft) (in) Depth (in) K, Orient. Factor Vert. Ecc.(ft) M„ (lb-ft) Q, (psf) F, (WL) (Ib) P,(DL) (Ib) 440.0 20' Omni 1 20 6.0 50.0 3.0 3.0 1.00 1.00 10.0 694.0 13.61 69 20 440.0 Halo Mount 1 3000 59.8 0.0 0.0 0.0 1.00 1.00 0.0 0.0 13.54 688 3000 420.0 Torque Arms 1 350 10.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 13.41 114 350 350.0 Torque Arms 1 350 10.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 12.91 110 350 280.0 Torque Arms 1 350 10.0 0.0 0.0 0.0 1.00 1.00 0.0 0.0 12.31 105 350 143.0 KMW 1 20 0.9 0.9 8.5 4.9 0.80 0.50 3.0 9.3 10.74 3 20 143.0 Raycap DC6-48-60- 1 20 1.1 2.0 11.0 11.0 0.80 1.00 3.0 24.3 10.74 8 20 .143.0 Ericsson RRUS-11 3 44 2.5 1.4 17.8 7.2 0.80 0.67 3.0 110.9 10.74 37 132 143.0 Ericsson RRUS 32 3 51 2.7 2.2 12.1 6.7 0.80 0.67 3.0 118.4 10.74 39 152 143.0 Ericsson RRUS12 3 57 2.8 1.5 18.2 7.3 0.80 0.67 3.0 123.7 10.74 41 172 •143.0 Raycap DC6-48-60- 1 16 3.0 1.5 20.1 6.4 0.80 0.67 3.0 44.8 10.74 15 16 143.0 Commscope SBNHH- 6 50 11.4 8.0 11.9 7.1 0.80 0.70 3.0 1047.8 10.74 349 298 Page 3 Site Number: 75123 Code: ANSI/TIA-222-G ® 2007 - 2018 by ATC IP LLC. All rights reserved. Site Name: Fort Pierce - OmniAmerica, FL Engineering Number: OAA722736_C3_01 2123/2018 9:55:45 AM Customer: AT&T Mobility Tower Loading 143.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.0 10.69 245 1200 Totals 26 6080 246.9 1824 6080 Page 4 Site Number: 75123 Site Name: Fort Pierce - OmniAmerica, FL Customer: AT&T Mobility Linear Appurtenance Properties Code: ANSI/TIA-222-G ® 2007 - 2018 by ATC IP U.C. All rights reserved. Engineering Number: OAA722736_C3_01 Tower Loading 2/23/2018 9:55:45 AM Elev Elev Out From To Width Weight Pct Spread On Bundling Cluster Of Spacing Orientation Ka (ft) (ft) Description Qty (in) (lb/ft) In Block Faces Arrangement Dia (in) Zone (in) Factor Override 0.00 440.0 Waveguide 2 1.00 6.00 0 Lin App Individual 0.00 N 1.00 1.00 0.00 5.00 440.0 1 5/8" Coax 1 1.98 0.82 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 143.0 0.39" (10mm) Fiber 1 0.39 0.06 0 Lin App Individual 0.00 N 1.00 1.00 0.01 0.00 143.0 0.39" (10mm) Fiber 1 0.39 0.06 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 143.0 0.78" (19.7mm) 8 4 0.78 0.59 o Lin App Individual 0.00 N 1.00 1.00 0.01 0.00 143.0 1 5/8" Coax 4 1.98 0.82 0 Lin App Individual 0.00 N 1.00 1.00 0.01 0.00 143.0 1 5/8" Coax 6 1.98 0.82 0 Lin App Individual 0.00 N 0.50 1.00 0.00 0.00 143.0 1 5/8" Coax 2 1.98 0.82 0 Lin App Individual 0.00 N 1.00 1.00 0.01 0.00 143.0 318" (0.38"• 2 0.38 0.23 0 Lin App Individual 0.00 N 1.00 1.00 0.00 Page 5 Site Number: 75123 Site Name: Fort Pierce - OmniAmerica, FL Customer: AT&T Mobility Code: ANSI/FIA-222-G ® 2007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number: OAA722736_C3_01 Equivalent Lateral Force Method (Based on ASCE7-10 Chapters 11, 12 & 15) Spectral Response Acceleration for Short Period IS ): 0.06 Spectral Response Acceleration at 1.0 Second Period (S 1): 0.03 Long -Period Transition Period (T - Seconds): 8 L Importance Factor (1 1.00 Site Coefficient F e: 1.60 Site Coefficient F 2.40 Response Modification Coefficient (R): 2.50 Design Spectral Response Acceleration at Short Period (S ds): 0.06 Design Spectral Response Acceleration at 1.0 Second Period (S da: 0.05 Seismic Response Coefficient (C s): 0.03 Upper Limit C,: 0.03 Lower Limit C s 0.03 Period based on Rayleigh Method (sec): 0.95 Redundancy Factor (p): 1.30 Seismic Force Distribution Exponent (k): 1.23 Total Unfactored Dead Load: 38.67 k Seismic Base Shear (E): 1.51 k LoadCase (1.2 + 0.2Sds) ' DL + E Seismic 2/23/2018 9:55:45 AM Height Horizontal Vertical Above Base Weight % Force Force Section (ft) (lb) (lb-ft) CV, (lb) (lb) 23 430.00 1,306 2,199,39 0.069 104 1,583 22 410.00 1,306 2,074,72 0.065 98 1,583 21 390.00 1,306 1,951,41 0.061 92 1,583 20 370.00 1,306 1,829,52 0.057 86 1,583 19 350.00 1,586 2,076,17 0.065 98 1,923 18 330.00 1,586 1,931,76 0.060 91 1,923 17 310.00 1,586 1,789,32 0.056 84 1,923 16 290.00 1,586 1,648,93 0.052 78 1,923 15 270.00 1,447 1,378,26 0.043 65 1,754 14 250.00 1,447 1,254,24 0.039 59 1,754 13 230.00 1,447 1,132.44 0.035 53 1,754 12 210.00 1,524 1,067,06 0.033 50 1,848 11 190.00 1,223 757,394 0.024 36 1,483 10 170.00 1,223 660,906 0.021 31 1,483 9 150.00 1,261 584,721 0.018 28 1,529 8 130.00 1,660 645,808 0.020 30 2,013 7 110.00 1,561 494,989 0.015 23 1,893 6 90.00 1,561 387,098 0.012 18 1,893 5 70.00 1,726 314,542 0.010 15 2,093 4 50.00 1,649 198,962 0.006 9 1,999 3 30.00 1,649 106,405 0.003 5 1,999 2 13.40 1,077 25,873 0.001 1 1,305 1 3.40 563 2,518 0.000 0 683 20' Omni 440.00 20 34,653 0.001 2 24 Page 6 Site Number: Code: ANSIrrIA-222-G ® 2007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number: OAA722736_C3_01 2/23/2018 9:55:45 AM 75123 Site Name: Fort Pierce - OmniAmerica, FL Customer: AT&T Mobility Halo Mount Torque Arms Torque Arms Torque Arms KMW KFTDR00110030 Raycap DC6-48-60-18-8F Ericsson RRUS-11 1900 MHz Ericsson RRUS 32 (50.8 Ibs) Ericsson RRUS12 Raycap DC6-48-60-18-BC Commscope SBNHH-1 D85C (49.6 lb) Flat Light Sector Frame Equivalent Lateral Force Method 440.00 3,000 5,197.87 0.162 420.00 350 572,822 0.018 350.00 350 458,151 0.014 280.00 350 348,559 0.011 143.00 20 8,656 0.000 143.00 20 8,744 0.000 143.00 132 57,710 0.002 143.00 152 66,628 0.002 143.00 172 75,154 0.002 143.00 16 6,995 0.000 143.00 298 130,109 0.004 143.00 1,200 524,633 0.016 38,666 32,003,182 245 3,637 27 424 22 424 16 424 0 24 0 24 3 160 3 185 4 208 0 19 6 361 25 1,455 1.000 1,508 46,878 Page 7 Site Number: 75123 Code: ANSI/TIA-222-G C 2007 - 2018 by ATC IP LLC. All rights reserved. Site Name: Fort Pierce - OmniAmerica, FL Engineering Number: OAA722736_C3_01 2/23/2018 9:55:45 AM Customer: AT&T Mobility Equivalent Modal Analysis Method (Based on ASCE7-10 Chapters 11, 12 & 15 and ANSUTIA-G, section 2.7) Spectral Response Acceleration for Short Period is J: 0.06 Spectral Response Acceleration at 1.0 Second Period (S 1): 0.03 Importance Factor (I a): 1.00 Site Coefficient F a: 1.60 Site Coefficient F ,,: 2.40 Response Modification Coefficient (R): 2.50 Design Spectral Response Acceleration at Short Period (S ds): 0.06 Dosing Spectral Response Acceleration at 1.0 Second Period (S d1): 0.05 Period Based on Rayleigh Method (sec): 0.95 Redundancy Factor (p): 1.30 LoadCase (1.2 + 0.2Sds) ' DL + E Seismic Height Horizontal Vertical Above Base Weight Force Force Section (ft) (lb) a b c Saz (lb) (lb) 23 430.00 1,306 1.905 1.562 0.986 0.133 90 1,583 22 410.00 1,306 1.641 0.911 0.727 0.105 71 1,583 21 390.00 1,306 1.485 0.464 0.525 0.082 56 1,5B3 20 370.00 11306 1.336 0.174 0.369 0.065 44 1,583 19 350.00 11586 1.196 0.001 0.252 0.052 42 1,923 18 330.00 11586 1.063 -0.088 0.165 0.042 35 1,923 17 310.00 1,586 0.938 -0.120 0.103 0.036 29 1,923 16 290.00 1,586 0.821 -0.115 0.060 0.031 26 1,923 15 270.00 1,447 0.712 -0.090 0.032 0.028 21 1,754 14 250.00 1,447 0.610 -0.057 0.016 0.026 20 1,754 13 230.00 1,447 0.516 -0.022 0.008 0.024 18 1,754 12 210.00 1,524 0.431 0.008 0.006 0.022 18 1,848 11 190.00 1,223 0.352 0.032 0.009 0.020 13 1,483 10 170.00 1,223 0.282 0.049 0.014 0.018 11 1,483 9 150.00 1,261 0.220 0.060 0.021 0.015 10 1,529 8 130.00 1,660 0.165 0.067 0.028 0.013 11 2,013 7 110.00 11561 0.118 0.070 0.035 0.011 9 11893 6 90.00 1,561 0.079 0.072 0.040 0.009 7 1,893 5 70.00 1,726 0.048 0.071 0.042 0.008 7 2,093 4 50.00 1,649 0.024 0.066 0.039 0.006 5 11999 3 30.00 1,649 0.009 0.053 0.031 0.004 4 1,999 2 13.40 1,077 0.002 0.030 0.017 0.002 1 1,305 1 3.40 563 0.000 0.009 0.005 0.001 0 683 20' Omni 440.00 20 1.890 1.980 1.140 0.149 2 24 Halo Mount 440.00 3,000 1.890 1.980 1.140 0.149 233 3,637 Torque Arms 420.00 350 1.722 1.208 0.849 0.118 22 424 Torque Arms 350.00 350 1.196 0.001 0.252 0.052 9 424 Torque Arms 280.00 350 0.765 -0.105 0.044 0.030 5 424 KMW KFTDR00110030 143.00 20 0.200 0.063 0.023 0.015 0 24 Raycap DC6-48-60-18-8F 143.00 20 0.200 0.063 0.023 0.015 0 24 Ericsson RRUS-11 1900 MHz 143.00 132 0.200 0.063 0.023 0.015 1 160 Ericsson RRUS 32 (50.8 Ibs) 143.00 152 0.200 0.063 0.023 0.015 1 185 Ericsson RRUS12 143.00 172 0.200 0.063 0.023 0.015 1 208 Raycap DC6-48-60-18-8C 143.00 16 0.200 0.063 0.023 0.015 0 19 Commscope SBNHH-1 D85C(49.6 143.00 298 0.200 0.063 0.023 0.015 2 361 Flat Light Sector Frame 143.00 1,200 0.200 0.063 0.023 0.015 9 1,455 38,666 22.914 8.773 7.138 1.369 836 46,878 Page 8 Site Number: 75123 Code: ANSI[TIA-222-G Site Name: Fort Pierce - OmniAmerica, FL Engineering Number: OAA722736_C3_O1 Customer: AT&T Mobility Equivalent Modal Analysis Method Page 9 ® 2007 - 2018 by ATC IP LLC. All rights reserved. 2/23/2018 9:55:45 AM Site Number: Code: ANSIrFIA-222-G ® 2007 - 2018 by ATC IP L-C. All rights reserved. Engineering Number: OAA722736_C3_01 2/23/2018 9:55:45 AM 75123 Site Name: Fort Pierce - OmnlAmerica, FL Customer: AT&T Mobility Force/Stress Summary Section: 1 48M Bot Elev (ft): 0.00 Height (ft): 6.792 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 2 1/4" SOLID -92.42 1.2D + 1.6W 60 1.77 100 100 100 37.8 50.0 161.18 0 0 0.00 0.00 57 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SOL -7/8" SOLID -1.841.2D+1.6W60 2.161 95 95 95 78.8 36.0 14.04 0 0 0.00 0.00 13 Member Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SOL - 7/8" SOLID 14.68 1.2D+1.6W 60 36 58 19.48 0 0 0.00 0.00 0.00 75 Member DIAG SOL - 7/8" SOLID 0.66 1.2D + 1.6W 36 58 19.48 0 0 0.00 0.00 0.00 3 Member Max Splice Forces Pu (kip) Load Case phiRn (kip) Use % Num Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 84.99 1.2D + 1.6W 60 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 0.00 0.00 0 Section: 2 48M Bot Elev (ft): 6.79 Height (ft): 13.208 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Hales (kip) (kip) % Controls LEG SOL - 2 1/4" SOLID -98.16 1.2D + 1.6W 60 3.21 100 100 100 68.4 50.0 127.03 0 0 0.00 0.00 77 Member X HORIZSOL-7/8"SOLID -0.92 1.2D + 1.6W 3.500 96 96 96119.8 36.0 9.15 0 0 0.00 0.00 10 Member DIAG SOL - 7/8" SOLID -3.37 1.2D + 1.6W 90 4.748 95 95 95 173.2 36.0 4.53 0 0 0.00 0.00 74 Member X Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZSOL-7/8"SOLID 1.06 1.2D+1.6W 60 36 58 19.48 0 0 0.00 0.00 0.00 5Member DIAG SOL - 7/8" SOLID 2.75 1.21) + 1.6W 90 36 58 19.48 0 0 0.00 0.00 0.00 14 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 99.87 1.2D + 1.6W 60 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 84.99 1.2D + 1.6W 60 0.00 0 Page 10 Site Number: 75123 Code: ANSI/TIA-222-G 02007-2018by ATCIPLLC. 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Site Name: Fort Pierce - OmniAmerica, FL Engineering Number: OAA722736_C3_01 2/23/2018 9:55:45 AM Customer: AT&T Mobility Force/Stress Summary Section: 3 48M Bot Elev (ft): 20.00 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 2 1/4" SOLID-105.49 1.2D + 1.6W 60 3.21 100 100 100 68.4 50.0 127.03 0 0 0.00 0.00 83 Member X HORIZSOL - 7/8" SOLID -0.44 1.2D + 1.6W 60 3.500 96 96 96 119.8 36.0 9.15 0 0 0.00 0.00 4 Member X DIAG SOL -7/8" SOLID -2.70 1.2D + 1.6W 4.748 95 95 95173.2 36.0 4.53 0 0 0.00 0.00 59 Member Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SOL - 7/8" SOLID 0.99 1.2D+1.6W 120 36 58 19.48 0 0 0.00 0.00 0.00 5Member DIAG SOL -7/8" SOLID 1.78 1.2D + 1.6W 120 36 58 19.48 0 0 0.00 0.00 0.00 9 Member Max Splice Forces Pu (kip) Load Case phiRn (kip) se Use Num /o Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 105.86 1.2D + 1.6W 60 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 99.87 1.213+1.6W 60 0.00 0 Section:4 48M Max Compression Member Bot Elev (ft): 40.00 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 2 1/4" SOLID-105.11 1.2D + 1.6W 60 3.21 100 100 100 68.4 50.0 127.03 0 0 0.00 0.00 82 Member X HORIZSOL - 7/8" SOLID -0.58 1.2D + 1.6W 60 3.500 96 96 96 119.8 36.0 9.15 0 0 0.00 0.00 6 Member X DIAG SOL -7/8" SOLID -2.44 1.2D + 1.6W 60 4,748 95 95 95 173.2 36.0 4.53 0 0 0.00 0.00 53 Member X Shear Bear Elk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SOL - 7/8" SOLID 0.75 1.2D + 1.6W 36 58 19.48 0 0 0.00 0.00 0.00 3 Member DIAG SOL- 7/8" SOLID 1.64 1.2D + 1.6W 90 36 58 19.48 0 0 0.00 0.00 0.00 8 Member Pu phiRn Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 96.53 1.21) + 1.6W 60 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 105.86 1.2D + 1.6W 60 0.00 0 Page 11 Site Number: 75123 Code: ANSI/FIA-222-G ® 2007 - 2018 by ATC IP LLC. 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Site Name: Fort Pierce - OmniAmerica, FL Engineering Number: OAA722736 C3_01 2/23/2018 9:55:45 AM Customer: AT&T Mobility Force/Stress Summary Section: 5 48M Bot Elev (ft): 60.00 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Mum Mum phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 2 1/4" SOLID -94.30 1.2D + 1.6W 60 3.21 100 100 100 68.4 50.0 127.03 0 0 0.00 0.00 74 Member X HORIZSOL - 7/8" SOLID -1.30 1.2D + 1.6W 3.500 96 96 96 119.8 36.0 9.15 0 0 0.00 0.00 14 Member X DIAG SOL- 7/8" SOLID -4.43 1.2D + 1.6W 90 4.748 95 95 95 173.2 36.0 4.53 0 0 0.00 0.00 97 Member X Shear Bear Blk Shear Pu Fy Fu Phit Pn Mum Mum phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SOL - 7/8" SOLID 1.24 1.2D + 1.6W 60 36 58 19.48 0 0 0.00 0.00 0.00 6 Member DIAG SOL -7/8" SOLID 3.14 1.2D + 1.6W 120 36 58 19.48 0 0 0.00 0.00 0.00 16 Member Maxu ax Splice Forces (kip) Load Case phiRnt (kip) Use / Mum Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 93.75 1.2D + 1.6W 60 0.00 0 Bot Tension 0.00 0.00 0 Sot Compression 96.53 1.2D + 1.6W 60 0.00 0 Section: 6 48M Bot Elev (ft): 80.00 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Mum Mum phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL- 2 1/8" SOLID-101.65 1.2D + 1.6W 60 3.21 100 100 100 72.5 50.0 108.80 0 0 0.00 0.00 93 Member X HORIZSOL - 7/8" SOLID -0.66 1.2D + 1.6W 60 3.500 96 96 96 119.8 36.0 9.15 0 0 0.00 0.00 7 Member X DIAG SOL -7/8" SOLID -3.23 1.2D + 1.6W 4.748 95 95 95 173.2 36.0 4.53 0 0 0.00 0.00 71 Member X Shear Bear Blk Shear Pu Fy Fu Phit Pn Mum Mum phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SOL - 7/8" SOLID 1.14 1.20, + 1.6W 36 58 19.48 0 0 0.00 0.00 0.00 5 Member DIAG SOL -7/8" SOLID 2.65 1.2D + 1.6W 90 36 58 19.48 0 0 0.00 0.00 0.00 13 Member Pu phiRnt Use Mum Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 Top Compression 102.10 1.213 + 1.6W 300 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 93.75 1.2D + 1.6W 60 0.00 0 Page 12 Site Number: 75123 Site Name: Fort Pierce - OmniAmerica, FL Customer: AT&T Mobility Code: ANSI/TIA-222-G 02007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number: OAA722736C3_01 Force/Stress Summary 2/23/2018 9:55:45 AM Section: 7 48M Bot Elev (ft): 100.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 2 1/8" SOLID-101.49 1.2D + 1.6W 60 3.21 100 100 100 72.5 50.0 108.80 0 0 0.00 0.00 93 Member X HORIZSOL - 7/8" SOLID -0.70 1.2D + 1.6W 60 3.500 96 96 96 119.8 36.0 9.15 0 0 0.00 0.00 7 Member X DIAG SOL - 7/8" SOLID -2.54 1.2D + 1.6W 4.748 95 95 95 173.2 36.0 4.53 0 0 0.00 0.00 56 Member X Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phi Rnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip)Controls (kip) (kip) % LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SOL- 7/8" SOLID 0.86 1.2D + 1.6W 36 58 19.48 0 0 0.00 0.00 0.00 4 Member DIAG SOL -7/8" SOLID 1.82 1.2D+1.6W 90 36 58 19.48 0 0 0.00 0.00 0.00 9Member Pu phiRn Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Top Tension 0.00 0.00 0 0 Top Compression 93.45 1.21) + 1.6W 90 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 102.10 1.2D + 1.6W 300 0.00 0 Section: 8 48M Bot Elev (ft): 120.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 2 1/8" SOLID -92.77 1.2D + 1.6W 3.21 100 100 100 72.5 50.0 108.80 0 0 0.00 0.00 85 Member X HORIZSOL - 7/8" SOLID -1.03 1.2D + 1.6W 3.500 96 96 96 119.8 36.0 9.15 0 0 0.00 0.00 11 Member X DIAG SOL -7/8" SOLID -4.53 1.2D + 1.6W 90 4.748 95 95 95 173.2 36.0 4.53 0 0 0.00 0.00 99 Member X Shear Bear Blk Shear Pu Fy Fu Phil Pn Num Num phiRn phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SOL - 7/8" SOLID 1.37 1.21) + 1.6W 120 36 58 19.48 0 0 0.00 0.00 0.00 7 Member DIAG SOL - 7/8" SOLID 3.93 1.2D + 1.6W 210 36 58 19.48 0 0 0.00 0.00 0.00 20 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 88.30 1.21) + 1.6W 210 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 93.45 1.21) + 1.6W 90 0.00 0 Page 13 Site Number: 75123 Site Name: Fort Pierce - OmniAmerica, FL Customer: AT&T Mobility Code: ANSIITIA-222-G ® 2007 - 2018 by ATC IP LLC. 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Engineering Number: OAA722736_C3_01 Force/Stress Summary 2/23/2018 9:55:46 AM Section: 9 48M Bot Elev (ft): 140.0 Height (ft):20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphi Rn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 2" SOLID -82.33 1.20 + 1.6W 3.21 100 100 100 77.0 50.0 91.64 0 0 0.00 0.00 89 Member X HORIZSOL- 7/8" SOLID -1.80 1.2D + 1.6W 3.500 96 96 96 119.8 36.0 9.15 0 0 0.00 0.00 19 Member X DIAG SOL -7/8" SOLID -7.87 1.2D + 1.6W 4.748 95 95 95 0.0 0.0 15.21 0 0 0.00 0.00 51 User Input Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZSOL-7/8"SOLID 2.29 1.2D+1.6W 36 58 19.48 0 0 0.00 0.00 0.00 11 Member DIAG SOL -7/8" SOLID 7.24 1.2D + 1.6W 180 36 58 19.48 0 0 0.00 0.00 0.00 37 Member Pu phiRn Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 79.55 1.2D + 1.6W 330 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 88.30 1.21) + 1.6W 210 0.00 0 Section: 10 48M Bot Elev (ft): 160.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 2" SOLID -81.02 1.2D + 1.6W 3.21 100 100 100 77.0 50.0 91.64 0 0 0.00 0.00 88 Member X HORIZSOL - 7/8" SOLID -0.37 1.213 + 1.6W 60 3.500 96 96 96 119.8 36.0 9.15 0 0 0.00 0.00 4 Member X DIAG SOL -7/8" SOLID -1.48 1.2D + 1.6W 60 4.748 95 95 95173.2 36.0 4.53 0 0 0.00 0.00 32 Member Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SOL- 7/8" SOLID 0.47 1.2D + 1.6W 36 58 19.48 0 0 0.00 0.00 0.00 2 Member DIAG SOL- 7/8" SOLID 0.87 1.213 + 1.6W 60 36 58 19.48 0 0 0.00 0.00 0.00 4 Member s Max Splice ForcePu phiRnt Use Num (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 Top Compression 81.45 1.21) + 1.6W 180 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 79.55 1.2D + 1.6W 330 0.00 0 0 Page 14 Site Number: 75123 Code: ANSIITIA-222-G ® 2007 - 2018 by ATC IP LLC. 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Site Name: Fort Pierce - OmniAmerica, FL Engineering Number: OAA722736_C3_01 2/23/2018 9:55:46 AM Customer: AT&T Mobility Force/Stress Summary Section: 11 48M Bot Elev (ft): 180.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 2" SOLID -80.88 1.21) + 1.6W 3.21 100 100 100 77.0 50.0 91.64 0 0 0.00 0.00 88 Member X HORIZSOL - 7/8" SOLID -0.53 1.21D+ 1.6W 3.500 96 96 96 119.8 36.0 9.15 0 0 0.00 0.00 5 Member X DIAG SOL -7/8" SOLID -2.76 1.21) + 1.6W 4.748 95 95 95 173.2 36.0 4.53 0 0 0.00 0.00 60 Member X Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SOL - 7/8" SOLID 1.08 1.21D + 1.6W 36 58 19.48 0 0 0.00 0.00 0.00 5 Member DIAG SOL -7/8" SOLID 2.20 1.2D + 1.6W 36 58 19.48 0 0 0.00 0.00 0.00 11 Member Max Splice Forces Pu (kip) Load Case phiRnt (kip) Use % Num Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 74.58 1.2D + 1.6W 180 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 81.45 1.21) + 1.6W 180 0.00 0 Section: 12 48M Bot Elev (ft): 200.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 2 1/4" SOLID -72.88 1.2D + 1.6W 3.21 100 100 100 68.4 50.0 127.03 0 0 0.00 0.00 57 Member X HORIZSOL - 7/8" SOLID -1.11 1.21D + 1.6W 3.500 96 96 96 119.8 36.0 9.15 0 0 0.00 0.00 12 Member X DIAG SOL - 1" SOLID -3.49 1.2D + 1.6W 4.748 95 95 95 151.5 36.0 7.73 0 0 0.00 0.00 45 Member X Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SOL - 7/8" SOLID 0.80 1.213+1.6W 36 58 19.48 0 0 0.00 0.00 0.00 4Member DIAG SOL-1"SOLID 2.65 1.21D+1.6W 36 58 25.45 0 0 0.00 0.00 0.00 10 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 Top Compression 67.26 1.2D + 1.6W 90 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 74.58 1.2D+1.6W 180 0.00 0 Page 15 2 Site Number: Code: ANSI/TIA-222-G 0 2007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number: . OAA722736_C3_01 2/23/2018 9:55:46 AM 75123 Site Name: Fort Pierce - OmniAmerica, FL Customer: AT&T Mobility Force/Stress Summary Section: 13 48M Bot Elev (ft): 220.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 2 1/4" SOLID -70.02 1.2D + 1.6W 60 3.21 100 100 100 68.4 50.0 127.03 0 0 0.00 0.00 55 Member X HORIZSOL - 7/8" SOLID -0.28 1.2D + 1.6W 60 3.500 96 96 96 119.8 36.0 9.15 0 0 0.00 0.00 3 Member X DIAG SOL-1"SOLID -1.67 1.2D + 1.6W 4.748 95 95 95151.5 36.0 7.73 0 0 0.00 0.00 21 Member Shear Bear BIk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SOL - 718" SOLID 0.40 1.21) + 1.6W 36 58 19.48 0 0 0.00 0.00 0.00 2 Member DIAG SOL - 1" SOLID 0.78 1.21) + 1.6W 60 36 58 25.45 0 0 0.00 0.00 0.00 3 Member Max Splice Forces Pu (kip) Load Case phiRnt (kip) Use Num % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 70.72 1.2D+1.6W 180 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 67.26 1.2D+1.6W 90 0.00 0 Section: 14 48M Bot Elev (ft): 240.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KVR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-21/4"SOLID-77.531.21)+1.6W 3.21 100 100 100 68.4 50.0 127.03 0 0 0.00 0.00 61 Member HORIZSOL-7/8"SOLID -0.33 1.2D + 1.6W 3.500 96 96 96119.8 36.0 9.15 0 0 0.00 0.00 3Member X DIAG SOL - 1" SOLID -2.41 1.2D + 1.6W 4.748 95 95 95 151.5 36.0 7.73 0 0 0.00 0.00 31 Member X Shear Bear BIk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SOL - 7/8" SOLID 0.93 1.2D+1.6W 36 58 19.48 0 0 0.00 0.00 0.00 4Member DIAG SOL-1"SOLID 1.63 1.2D+1.6W 36 58 25.45 0 0 0.00 0.00 0.00 6Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 79.33 1.213+1.6W 120 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 70.72 1.213 + 1.6W 180 0.00 0 Page 16 Site Number: 75123 Code: ANSI/TIA-222-G 0 2007 - 2018 by ATC IP LLC. 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Site Name: Fort Pierce - OmniAmerica, FL Engineering Number: OAA722736_C3_01 2/23/2018 9:55:46 AM Customer: AT&T Mobility Force/Stress Summary Section: 15 48M Bot Elev (ft): 260.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-21/4"SOLID -92.66 1.2D + 1.6W 3.21 100 100 100 68.4 50.0 127.03 0 0 0.00 0.00 72 Member HORIZSOL - 7/8" SOLID -0.81 1.21) + 1.6W 3.500 96 96 96 119.8 36.0 9.15 0 0 0.00 0.00 8 Member X DIAG SOL - 1" SOLID -6.47 1.2D + 1.6W 4.748 95 95 95 151.5 36.0 7.73 0 0 0.00 0.00 83 Member X Shear Bear Bilk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SOL - 7/8" SOLID 3.14 1.2D + 1.6W 90 36 58 19.48 0 0 0.00 0.00 0.00 16 Member DIAG SOL -1"SOLID 2.09 1.21)+1.6W 36 58 25.45 0 0 0.00 0.00 0.00 8Member Max Splice Forces Pu (kip) Load Case phiRnt (kip) Use se % Num Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 94.36 1.2D + 1.6W 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 79.33 1.2D + 1.6W 120 0.00 0 Section: 16 48M Bot Elev (ft): 280.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 2 1/8" SOLID -93.61 1.21D + 1.6W 3.21 100 100 100 72.5 50.0 108.80 0 0 0.00 0.00 86 Member X HORIZSOL-11/8"SOLID -1.241.21D+1.6W 3.500 96 96 96 93.2 36.0 20.40 0 0 0.00 0.00 6Member X DIAG SOL - 1 1/4" SOLID -1.86 1.2D + 1.6W 90 4.748 95 95 95 121.2 36.0 18.35 0 0 0.00 0.00 10 Member X Shear Bear Bilk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SOL - 1 1/8" SOLID 1.93 1.21)+1.6W 60 36 58 32.21 0 0 0.00 0.00 0.00 5Member DIAG SOL - 1 1/4" SOLID 1.21 1.2D + 1.6W 90 36 58 39.76 0 0 0.00 0.00 0.00 3 Member Max Splice Forces Pu phiRnt Use Num (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 Top Compression 87.55 1.2D+1.6W 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 94.36 1.2D + 1.6W 0.00 0 0 Page 17 Site Number: 75123 Code: ANSI/TIA-222-G ® 2007 - 2018 by ATC IP LLC. 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Site Name: Fort Pierce - OmniAmerica, FL Engineering Number: OAA722736_C3_01 2/23/2018 9:55:46 AM Customer: AT&T Mobility Force/Stress Summary Section: 17 48M Bot Elev (ft): 300.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (tt) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-21/8"SOLID-87.12 1.2D + 1.6W 3.21 100100 100 72.5 50.0 108.80 0 0 0.00 0.00 80 Member HORIZSOL - 1 1/8" SOLID -0.19 1.2D + 1.6W 60 3.500 96 96 96 93.2 36.0 20.40 0 0 0.00 0.00 0 Member X DIAG SOL - 1 1/4" SOLID -1.11 1.2D + 1.6W 90 4.748 95 95 95 121.2 36.0 18.35 0 0 0.00 0.00 6 Member X Shear Bear BIk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SOL - 1 1/8" SOLID 0.36 1.2D + 1.6W 60 36 58 32.21 0 0 0.00 0.00 0.00 1 Member DIAG SOL - 1 114" SOLID 0.40 1.2D + 1.6W 60 36 58 39.76 0 0 0.00 0.00 0.00 1Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Top Tension 0.00 0.00 0 0 Top Compression 87.51 1.2D + 1.6W 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 87.55 1.213+1.6W 0.00 0 Section: 18 48M Bot Elev (ft): 320.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 2 1/8" SOLID -93.90 1.2D + 1.6W 3.21 100 100 100 72.5 50.0 108.80 0 0 0.00 0.00 86 Member X HORIZSOL - 1 1/8" SOLID -0.73 1.2D + 1.6W 60 3.500 96 96 96 93.2 36.0 20.40 0 0 0.00 0.00 3 Member X DIAG SOL - 1 1/4" SOLID -2.25 1.2D + 1.6W 60 4.748 95 95 95121.2 36.0 18.35 0 0 0.00 0.00 12 Member Shear Bear BIk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZ SOL - 1 1/8" SOLID 0.74 1.2D + 1.6W 36 58 32.21 0 0 0.00 0.00 0.00 2 Member DIAG SOL - 1 1/4" SOLID 1.72 1.2D + 1.6W 60 36 58 39.76 0 0 0.00 0.00 0.00 4 Member Splice Forces Pu phiRnt Use Num Max S P (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 Top Compression 94.96 1.2D+1.6W 0.00 0 Bot Tension 0.00 0.00 0 Sot Compression 87.51 1.2D + 1.6W 0.00 0 0 Page 18 Site Number: 75123 Code: ANSI/FIA-222-G 02007-2018 by ATC IP LLC. All rights reserved. Site Name: Fort Pierce - OmmAmerica, FL Engineering Number: OAA722736_C3_01 _ - 2/23/2018 9:55:46 AM Customer: AT&T Mobility - - Force/Stress Summary Section: 19 48M Bot Elev (ft): 340.0 Height (ft): 20.000 Max Compression Member LEG SOL - 2 1/8" SOLID HORIZSOL- 1 1/8" SOLID DIAG SOL - 1 1/4" SOLID Shear Bear Pu _ Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use (kip) -Load Case _ (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls -98.12 1.2D + 1-.6W 3.21 100 100 100 72.5 50.0 108.80 0 0 0.00 0.00 90 Member X ---4.73 1.2D;:t1:6W,9O 3.500 96 96 96 93.2 36.0 20.40 0 0 0.00 0.00 23 Member X -9.00,1.2D +_T6W 90 4.748 95 95 95 121.2 36.0 18.35 0 0 0.00 0.00 49 Member X - - - Shear Bear Blk Shear -Pu ---- ----,- -Fy -Fu Phit Pn Num Num phiRnv phiRh phit-Pn Use Max Tension Member - - - -' (kip). Load Case`-- (ksi) (ksi) -(kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 'SOL-21/8"SOLID 16.42 1.2D-+1.6W-60 50 65 159.75 0 0 0.00 0.00 10 Member HORIZ SOL - 1 1/8" SOLID- " - --7:87 L2D`+ 1.6W 60 _ 36. _ 58 32.21 0 0 0.00 0.00 0.00 24 Member DIAG SOL - 1 114" SOLID 3.32 1.21) + 1.6W- 36 58 39.76 0 0 0.00 0.00 0.00 8 Member Max Splice Forces Pu phiRnt _=_Uo"se_---f umy- (kip) Load Case (kip) =/o- - Bofts Bolt Type Top Tension 8.69 1.2D + 1.6W 180 0.00 0 0 Top Compression 81.91 1.21) + 1.6W 0.00 0_ BotTension 0.00 _ 0.00__ Bot Compression - - 94.96 1.2D+1.6W 0.00 0 Section: 20 48M _� _ Bot Elev (ft): 360.0 Height (ft): 20.000 - " - - -- - - Shear Bear Pu Len Bracing=_%= F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y` Z KL/R .(ksi) (kip) Bolts Hole_s. _(, ip) (kip) % Controls LEG • -' • • " +s + Member HORIZSOL-1"SOLID --1.0712D+1.6W 3.500 96 96 96104.8 36.0 14.27 0 _0=� 00 0.00 7Member X DIAG SOL - 1 1/8" SOLID -3.20 1.2D + 1.6W 4.748 95 95.r 95-134.7 36.0 12.38 0 0 0.00 0.00 25 Member X " Shear ' Bear -.BI ear Pu Fy Fu Phit Pn Num Num phiRnv phiRn. pPn Use Max Tension Member -_ (kip) Load Case (ksi). (ksi (kip) _-Bolts-Holes p ki (kip) -, (kip) ' (kip) % Controls LEG SOL-17/8"SOLID 8.77 1.2D+1.6W 180 50 65 124;25Y_.=-0= 0 0.00 0.00 7Member HORIZ SOL- I"SOLID - 1.42 1.21)+1.6W 36 58 25.45 0 0 0.00 0.00 0.00 5Member DIAL SOL - 1 1/8" SOLID D 3.07 1.2+1.6W90 36 58 32.21 0 0 -0.00--� 0.00 0.00 9Member Pu -� - phiRnt Use Num Max Splice Forces (kip) -Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 61.94 1.2D + 1.6W 0.00 0 Bot Tension 8.69 1.2D + 1.6W 180 120.40 7 4 3/4 A325 Bot Compression 81.91 1.2D + 1.6W 0.00 0 -- - -' -Page 19 Site Number: 75123 Site Name: Fort Pierce - OmniAmerica, FL Customer: AT&T Mobility Code: ANSIITIA-222-G 02007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number: OAA722736_C3_01 Force/Stress Summary Section: 21 48M Bot Elev (ft): 380.0 Height (ft): 20.000 Max Compression Member LEG SOL - 1 7/8" SOLID HORIZSOL - 1" SOLID DIAG SOL - 1 1/8" SOLID 2/23/2018 9:55:46 AM Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls -60.40 1.2D + 1.6W 3.21 100 100 100 82.1 50.0 75.86 0 0 0.00 0.00 79 Member X -0.48 1.2D + 1.6W 3.500 96 96 96 104.8 36.0 14.27 0 0 0.00 0.00 3 Member X -2.19 1.2D + 1.6W 4.748 95 95 95 134.7 36.0 12.38 0 0 0.00 0.00 17 Member X Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG 0.00 0 0 0.00 0 0 0.00 0.00 0 HORIZSOL-1" SOLID 0.97 1.213 + 1.6W 36 58 25.45 0 0 0.00 0.00 0.00 3 Member DIAG SOL - 1 118" SOLID 1.75 1.21D + 1.6W 36 58 32.21 0 0 0.00 0.00 0.00 5 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 50.34 1.21D + 1.6W 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 61.94 1.21D + 1.6W 0.00 0 Section: 22 48M Bot Elev (ft): 400.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 1 7/8" SOLID -49.65 1.2D + 1.6W 3.21 100 100 100 82.1 50.0 75.86 0 0 0.00 0.00 65 Member X HORIZSOL - 1" SOLID -3.66 1.2D + 1.6W 3.500 96 96 96 104.8 36.0 14.27 0 0 0.00 0.00 25 Member X DIAG SOL - 1 1/8" SOLID -5.15 1.213 + 1.6W 4.748 95 95 95 134.7 36.0 12.38 0 0 0.00 0.00 41 Member X Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG SOL - 1 7/8" SOLID 37.23 1.2D + 1.6W 180 50 65 124.25 0 0 0.00 0.00 29 Member HORIZSOL -1"SOLID 4.11 1.21D+1.6W 90 36 58 25.45 0 0 0.00 0.00 0.00 16 Member DIAG SOL - 1 1/8" SOLID 4.92 1.2D + 1.6W 210 36 58 32.21 0 0 0.00 0.00 0.00 15 Member Max Splice Forces Pu (kip) Load Case phiRnt (kip) Use % Num Bolts Bolt Type Top Tension 37.23 1.2D + 1.6W 180 0.00 0 0 Top Compression 41.71 1.21D + 1.6W 0.00 0 Bot Tension 0.00 0.00 0 Bot Compression 50.34 1.21D + 1.6W 0.00 0 Page 20 Site Number: Code: ANSI/TIA-222-G ® 2007 - 2018 by ATC IP U-C. All rights reserved. Engineering Number: OAA722736_C3_01 2/23/2018 9:55:46 AM 75123 Site Name: Fort Pierce - OmniAmerica, FL Customer: AT&T Mobility Section:23 48M Max Compression Member Force/Stress Summary Bot Elev (ft):•420.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phi RnvphiRn Use (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL - 1 7/8" SOLID -38.26 1.2D + 1.6W 3.21 100 100 100 82.1 50.0 75.86 0 0 0.00 0.00 50 Member X HORIZSOL - 1" SOLID -3.32 1.2D + 1.6W 3.500 96 96 96 104.8 36.0 14.27 0 0 0.00 0.00 23 Member X DIAG SOL - 1 1/8" SOLID -6.41 1.213 + 1.6W 4.748 95 95 95 134.7 36.0 12.38 0 0 0.00 0.00 51 Member X Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phi Rn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip)Bolts Holes (kip) (kip) (kip) Controls LEG SOL - 1 7/8" SOLID 38.19 1.2D + 1.6W 180 50 65 124.25 0 0 0.00 0.00 30 Member HORIZ SOL-1"SOLID 4.98 1.21D+1.6W 90 36 58 25.45 0 0 0.00 0.00 0.00 19 Member DIAG SOL - 1 118" SOLID 6.26 1.21D+1.6W 36 58 32.21 0 0 0.00 0.00 0.00 19 Member Pu phiRnt se Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 1.27 1.2D + 1.ODi + 0.00 0 Bat Tension 37.23 1.2D + 1.6W 180 120.40 31 4 3/4 A325 Bot Compression 41.71 1.213 + 1.6W 0.00 0 Page 21 Site Number: Code: ANSIffIA-222-G 02007-2018by ATCIPLLC. 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Engineering Number: OAA722736_C3_01 2/23/2018 9:55:46 AM 75123 Site Name: Fort Pierce - OmniAmerica, FL Customer: AT&T Mobility Detailed Reactions Radius Elevation Azimuth FX FY FZ Load Case (ft) (ft) (deg) Node (kip) (kip) (kip) (-) = Uplift (+) = Down 1.2D+1.6W Normal 0.00 00.00 1 0.00 233.42 -0.03 295.00 00.00 0 Al 0.00 .22.64 15.25 295.00 00.00 240 Ala -69.97 -76.31 -48.08 295.00 00.00 120 Alb 69.97 -76.31 -48.08 1.2D + 1.6W 60 deg 0.00 00.00 1 -0.40 242.23 -0.23 295.00 00.00 0 Al -6.53 -44.61 40.64 295.00 00.00 240 Ala -95.01 -98.15 -54.86 296.00 00.00 120 Alb 31.84 -44.56 -25.93 1.2D + 1.6W 90 deg 0.00 00.00 1 -0.16 238.32 -0.36 295.00 00.00 0 Al -8.10 -60.56 62.96 295.00 00.00 240 Ala -90.67 -91.49 -48.52 295.00 00.00 120 Alb 18.08 -29.70 -14.11 1.2D + 1.6W 120 deg 0.00 00.00 1 -0.03 233.31 0.02 295.00 00.00 0 Al -6.66 -76.28 84.64 295.00 00.00 240 Ala -76.63 -76.23 -36.56 295.00 00.00 120 Alb 13.22 -22.65 -7.63 1.2D + I.6W 180 deg 0.00 00.00 1 0.00 242.28 0.47 295.00 00.00 0 Al 0.00 -98.22 109.70 295.00 00.00 240 Ala -38.38 -44.53 -14.61 295.00 00.00 120 Alb 38.38 -44.53 -14.61 1.21) + 1.6W 210 deg 0.00 00.00 1 -0.24 238.38 0.33 295.00 00.00 0 Al 3.32 -91.56 102.77 295.00 00.00 240 Ala -21.26 -29.69 -8.60 295.00 00.00 120 Alb 58.57 -60.55 -24.46 1.2D + 1.6W 240 deg 0.00 00.00 1 0.02 233.31 0.02 295.00 00.00 0 Al 6.66 -76.28 84.64 295.00 00.00 240 Ala -13.22 -22.65 -7.63 295.00 00.00 120 Alb 76.64 -76.23 -36.56 1.2D + 1.6W 300 deg 0.00 00.00 1 0.40 242.23 -0.23 295.00 00.00 0 Al 6.53 -44.51 40.54 295.00 00.00 240 Ala -31.84 -44.56 -25.93 295.00 00.00 120 Alb 95.01 -98.15 54.86 1.2D + 1.6W 330 deg 0.00 00.00 1 0.40 238.41 0.05 295.00 00.00 0 Al 3.18 -29.67 22.69 295.00 00.00 240 Ala -50.46 -60.62 -38.49 295.00 00.00 120 Alb 87.34 -91.54 -54.26 1.2D+1.ODi+I.OWI Normal 0.00 00.00 1 0.00 135.94 -0.08 295.00 00,00 0 Al 0.00 -25.03 27.28 295.00 00.00 240 Ala -25.79 -27.16 -15.17 295.00 00.00 120 Alb 25.79 -27.16 -15.17 1.2D + 1.ODi + I.OWI 60 deg 0.00 00.00 1 .0.07 135.42 -0.04 295.00 00.00 0 Al -0.24 .25.62 27.98 295.00 00.00 240 Ala .26.52 .27.71 -15.31 296.00 00.00 120 Alb 24.11 .25.62 .14.20 1.2D + 1.01 + I.OWi 90 deg 0.00 00.00 1 -0.08 135.68 0.00 295.00 00.00 0 Al -0.30 -26.41 28.98 295.00 00.00 240 Ala -26.42 -27.57 -15.12 296.00 00.00 120 Alb 23.69 -25.16 -13.82 Page 22 Site Number: 75123 Code: ANSI/TIA-222-G 0 2007 - 2018 by ATC IP LLC. 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Site Name: Fort Pierce - OmniAmerica, FL Engineering Number: OAA722736_C3_01 2/23/2018 9:55:46 AM Customer: AT&T Mobility 1.21)+ I.OD1+ I.OWi 120 deg 0.00 00.00 1 -0.07 135.94 0.04 295.00 00.00 0 Al -0.24 -27.16 29.92 295.00 00.00 240 Ala -26.03 -27.16 -14.75 295.00 00.00 120 Alb 23.62 -25.03 -13.64 1.213 + 1.013I+ I.OWi 180 deg 0.00 00.00 1 0.00 135.42 0.08 295.00 00.00 0 Al 0.00 -27.69 30.58 295.00 00.00 240 Ala -24.37 -25.63 -13.79 295.00 00.00 120 Alb 24.37 -25.63 -13.79 1.213+1.0131+1.OWi 210 deg 0.00 00.00 1 0.04 135.68 0.07 295.00 00.00 0 Al 0.12 -27.60 30.48 295.00 00.00 240 Ala -23.79 -25.15 -13.60 295.00 00.00 120 Alb 25.24 -26.40 -14.23 1.213+1.0131+1.OW1 240 deg 0.00 00.00 1 0.07 135.94 0.04 295.00 00.00 0 Al 0.24 -27.17 29.93 295.00 00.00 240 Ala -23.60 -25.02 -13.62 295.00 00.00 120 Alb 26.05 -27.16 -14.76 1.21) + 1.ODi + 1.OWI 300 deg 0.00 00.00 1 0.07 135.42 .0.04 295.00 00.00 0 Al 0.24 -25.62 27.98 295.00 00.00 240 Ala -24.11 -25.62 -14.20 295.00 00.00 120 Alb 26.52 -27.71 -15.31 1.21)+ 1.013I+ l.OWi 330 deg 0.00 00.00 1 0.04 135.68 -0.07 295.00 00.00 0 Al 0.12 -25.15 27.40 295.00 00.00 240 Ala -24.94 -26.41 -14.76 295.00 00.00 120 Alb 26.33 -27.59 .15.34 (1.2+ 0.2Sds) • OIL + E Normal MI 0.00 00.00 1 0.00 128.86 0.01 295.00 00.00 0 Al 0.00 -23.00 25.10 295.00 00.00 240 Ala -22.87 -24.42 -13.20 295.00 00.00 120 Alb 22.87 -24.42 -13.20 (1.2 + 0.2Sds) • DL+ E Normal M2 0.00 00.00 1 0.00 128.86 0.00 295.00 00.00 0 Al 0.00 -23.35 25.47 295.00 00.00 240 Ala -22.70 -24.24 43.10 295.00 00.00 120 Alb 22.70 -24.24 43.10 (1.2 + 0.2Sds) • DL+ E 60 deg M1 0.00 00.00 1 0.01 128.86 0.00 295.00 00.00 0 Al 0.00 -23.47 25.53 295.00 00.00 240 Ala -23.25 -24.91 -13.42 295.00 00.00 120 Alb 22.11 -23.47 -12.77 (1.2 + 0.2Sds) • DL + E 60 deg M2 0.00 00.00 1 0.00 128.84 0.00 295.00 00.00 0 Al 0.00 -23.66 25.73 295.00 00.00 240 Ala -22.89 -24.51 .13.22 295.00 00.00 120 Alb 22.28 -23.66 .12.87 (1.2+0.2Sds). DL+E 90 deg MI 0.00 00.00 1 0.01 128.86 0.00 295.00 00.00 0 Al 0.00 -23.95 25.97 295.00 00.00 240 Ala -23.16 -24.78 -13.36 295.00 00.00 120 Alb 21.83 -23.12 -12.61 (1.2 + g.2Sds) • DL + E 90 deg M2 0.00 00.00 1 0.00 128.85 0.00 295.00 00.00 0 Al 0.00 -23.94 25.96 • 295.00 00.00 240 Ala -22.85 -24.46 -13.19 295.00 00.00 120 Alb 22.12 -23.43 -12.77 .(1.2+ 0.2Sds)' DL+ E 120 deg M1 0.00 00.00 1 0.01 128.86 0.00 295.00 00.00 0 Al 0.00 -24.42 26.40 295.00 00.00 240 Ala .22.87 -24.42 .13.20 295.00 00.00 120 Alb 21.74 -23.00 -12.55 Page 23 Site Number: 75123 Site Name: Fort Pierce - OmniAmerica, FL Customer: AT&T Mobility (1.2 + 0.2Sds) • DL+ E 120 deg M2 (1.2 + 0.2Sds) . DL + E 180 deg M7 (1.2 + 0.2Sds) • DL + E 180 deg M2 (1.2 + 0.2Sds) • DL + E 210 deg M1 (1.2 + 0.2Sds) • DL + E 210 deg M2 (1.2 + 0.2Sds) • DL+ E 240 deg M1 (1.2 + 0.2Sds) - DL + E 240 deg M2 (1.2 + 0.2Sds) • DL + E 300 deg M7 (1.2 + 0.2Sds)' DL + E 300 deg M2 (1.2 + 0.2Sds) • DL + E 330 deg M1 (1.2 + 0.2Sds) . DL + E 330 deg M2 1.01D + COW Service Normal 1.OD + 1.OW Service 60 deg 1.OD + 1.OW Service 90 deg Code: ANSIfr1A-222-G Engineering Number: OAA722736_C3_01 0 2007 - 2018 by ATC IP LLC. All rights reserved. 2/23/2018 9:55:46 AM - 0.00 00.00 1 0.00 128.84 0.00 295.00 00.00 0 Al 0.00 -24.22 26.20 295.00 00.00 240 Ala -22.69 -24.22 -13.10 295.00 00.00 120 Alb 22.08 -23.38 -12.75 0.00 00.00 1 0.00 128.86 -0.01 295.00 00.00 0 Al 0.00 -24.91 26.84 295.00 00.00 240 Ala -22.11 -23.47 -12.76 295.00 00.00 120 Alb 22.11 -23.47 -12.76 0.00 00.00 1 0.00 128.85 0.00 295.00 00.00 0 Al 0.00 -24.54 26.45 295.00 00.00 240 Ala -22.27 -23.65 -12.86 295.00 00.00 120 Alb 22.27 -23.65 -12.86 0.00 00.00 1 0.00 128.86 -0.01 295.00 00.00 0 Al 0.00 -24.73 26.68 295.00 00.00 240 Ala -21.87 -23.16 -12.63 295.00 00.00 120 Alb 22.49 -23.94 -12.98 0.00 00.00 1 0.00 128.84 0.00 295.00 00.00 0 Al 0.00 -24.43 26.37 295.00 00.00 240 Ala -22.14 .23.46 -12.78 295.00 00.00 120 Alb 22.48 -23.94 -12.98 0.00 00.00 1 -0.01 128.86 0.00 295.00 00.00 0 All 0.00 -24.42 26.40 295.00 00.00 240 Ala -21.74 -23.00 -12.55 295.00 00.00 120 Alb 22.87 -24.42 -13.20 0.00 00.00 1 0.00 128.84 0.00 295.00 00.00 0 Al 0.00 -24.22 26.20 295.00 00.00 240 Ala -22.08 -23.38 -12.75 295.00 00.00 120 Alb 22.69 -24.22 -13.10 0.00 00.00 1 -0.01 128.85 0.00 296.00 00.00 0 Al 0.00 -23.49 25.55 295.00 00.00 240 Ala -22.13 -23.49 -12.78 295.00 00.00 120 Alb 23.21 -24.86 -13.40 0.00 00.00 1 0.00 128.84 0.00 295.00 00.00 0 Al 0.00 -23.66 25.73 295.00 00.00 240 Ala -22.28 -23.66 -12.87 295.00 00.00 120 Alb 22.89 -24.51 -13.22 0.00 00.00 1 0.00 128.86 0.01 295.00 00.00 0 Al 0.00 -23.12 25.21 295.00 00.00 240 Ala -22.49 -23.94 -12.98 295.00 00.00 120 Alb 23.14 -24.78 -13.36 0.00 00.00 1 0.00 128.84 0.00 295.00 00.00 0 Al 0.00 -23.46 25.56 295.00 00.00 240 Ala -22.48 -23.94 -12.98 295.00 00.00 120 Alb 22.83 -24.43 .13.18 0.00 00.00 1 0.00 127.12 -0.29 295.00 00.00 0 Al 0.00 -20.55 21.11 295.00 00.00 240 Ala -26.76 -28.76 -16.57 295.00 00.00 120 Alb 26.76 -28.76 -16.57 0.00 00.00 1 -0.24 126.95 -0.14 295.00 00.00 0 Al -0.98 .23.40 24.44 295.00 00.00 240 Ala -30.16 .31.57 -17.41 295.00 00.00 120 Alb 20.68 -23.41 -13.07 0.00 00.00 1 -0.28 127.00 0.01 Page 24 Site Number: 75123 Code: ANSIITIA-222-G 0 2007 - 2018 by ATC IP LLC. 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Site Name: Fort Pierce - OmniAmerica, FL Engineering Number: OAA722736_C3_01 2/23/2018 9:55:46 AM Customer: AT&T Mobility 295.00 00.00 0 Al -1.20 -26.06 27.93 295.00 00.00 240 Ala -29.67 -30.81 -16.58 295.00 00.00 120 Alb 18.72 -21.32 .11.36 1.013 + I.OW Service 120 deg 0.00 00.00 1 -0.25 127.13 0.14 295.00 00.00 0 Al -0.97 -28.77 31.48 295.00 00.00 240 Ala -27.75 -28.76 -14.90 295.00 00.00 120 Alb 18.26 -20.55 -10.64 1.013 + I.OW Service 180 deg 0.00 00.00 1 0.00 126.94 0.27 295.00 00.00 0 Al 0.00 -31.51 34.74 295.00 00.00 240 Ala -21.69 -23.43 -11.39 295.00 00.00 120 Alb 21.69 -23.43 -11.39 1.013 + COW Service 210 deg 0.00 00.00 1 0.15 127.00 0.24 295.00 00.00 0 Al 0.47 -30.82 33.98 295.00 00.00 240 Ala -19.20 -21.32 -10.53 295.00 00.00 120 Alb 24.79 -26.05 -12.92 1.OD + I.OW Service 240 deg 0.00 00.00 1 0.25 127.13 0.15 295.00 00.00 0 Al 0.97 -28.77 31.48 295.00 00.00 240 Ala -18.26 -20.55 -10.64 295.00 00.00 120 Alb 27.75 -28.76 -14.90 1.OD + I.OW Service 300 deg 0.00 00.00 1 0.24 126.94 -0.14 295.00 00.00 0 Al 0.98 -23.43 24.48 295.00 00.00 240 Ala -20.71 -23.44 43.08 295.00 00.00 120 Alb 30.08 -31.50 -17.37 1.13D + 1.OW Service 330 deg 0.00 00.00 1 0.13 127.00 -0.25 295.00 00.00 0 Al 0.48 -21.31 21.89 295.00 00.00 240 Ala -23.59 -26.06 -16.00 295.00 00.00 120 Alb 29.19 -30.81 -17.40 Maximum Reactions Summary Base Anchl Vertical (kip) 242.28 -98.22 Horizontal (kip) 0.47 109.71 Page 25 Site Number: 75123 Site Name: Fort Pierce - OmniAmerica, FL Customer: AT&T Mobility Code: ANSUfIA-222-G 0 2007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number: OAA722736_C3_01 2/23/2018 9:55:46 AM Guy Anchor Design Loads Radius (ft) Drop (ft) Azimuth ( ° ) Uplift (kip) Shear (kip) 295.00 0.00 0 98.22 109.70 295.00 0.00 240 98.15 109.71 295.00 0.00 120 98.15 109.71 Maximum Cable Forces Su Allow Applied Elevation Anchor Tower Tension Tension Use Load Case (ft) Cable Node Node (kip) (kip) 1.2D + 1.6W 60 deg 69.99 1/2 EHS Ala 30b 16.14 11.01 68 1.2D + 1.6W 60 deg 139.99 5/8 EHS Ala 58b 25.44 19.43 76 1.21) + 1.6W 180 deg 209.99 1/2 EHS Al 86 16.14 11.08 69 1.21D+1.6W 60 deg 279.99 9/16 EHS Ala 1-4b 21.00 11.67 56 1.213 + 1.6W 60 deg 349.99 314 Bridge Ala T5a 40.80 19.54 48 1.21D + 1.6W 60 deg 419.99 3/4 Bridge Ala T6a 40.80 24.58 60 Page 26 Site Number: 75123 Site Name: Fort Pierce - OmniAmerica, FL Customer: AT&T Mobility Code: ANSI/TIA-222-G 0 2007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number: OAA722736_C3_01 Deflections and Rotations 2/23/2018 9:55:46 AM Load Case Elevation (ft) Deflection (ft) Twist (deg) Sway (deg) Resultant (deg) 121 mph Normal with No Ice 143.58 1.325 0.0628 0.5295 0.5328 121 mph Normal with No Ice 280.00 0.564 0.0056 0.2346 0.2346 121 mph Normal with No Ice 350.00 0.838 0.0080 0.6486 0.6486 121 mph Normal with No Ice 420.00 2.249 -0.0114 1.4703 1.4703 121 mph Normal with No Ice 440.00 2.823 0.0111 2.9644 2.9644 121 mph 60 degree with No Ice 143.58 0.996 0.0873 0.5458 0.5520 121 mph 60 degree with No Ice 280.00 1.032 0.0067 0.0636 0.0640 121 mph 60 degree with No Ice 350.00 1.207 0.0138 0.3386 0.3389 121 mph 60 degree with No Ice 420.00 2.058 0.0132 0.9304 0.9305 121 mph 60 degree with No Ice 440.00 2.428 0.4024 1.3348 1.3940 121 mph 90 degree with No Ice 143.58 1.208 0.4086 0.5594 0.6912 121 mph 90 degree with No Ice 280.00 0.858 0.1821 0.1691 0.2446 121 mph 90 degree with No Ice 350.00 1.059 0.1057 0.5226 0.5313 121 mph 90 degree with No Ice 420.00 2.145 0.0449 1.1953 1.1956 121 mph 90 degree with No Ice 440.00 2.600 -0.0425 0.8085 0.8096 121 mph 120 degree with No Ice 143.58 1.322 0.0655 0.6212 0.6247 121 mph 120 degree with No Ice 280.00 0.560 0.0023 0.2173 0.2174 121 mph 120 degree with No Ice 350.00 0.846 0.0006 0.6492 0.6492 121 mph 120 degree with No Ice 420.00 2.235 -0.0106 1.4303 1.4307 121 mph 120 degree with No Ice 440.00 2.783 -0.5350 1.7656 1.8498 121 mph 180 degree with No Ice 143.58 0.999 0.0676 0.7264 0.7293 121 mph 180 degree with No Ice 280.00 1.034 0.0041 0.0726 0.0727 121 mph 180 degree with No Ice 350.00 1.200 0.0075 0.3368 0.3369 121 mph 180 degree with No Ice 420.00 2.066 -0.0082 0.9594 0.9594 121 mph 180 degree with No Ice 440.00 2.458 -0.0087 2.4385 2.4385 121 mph 210 degree with No Ice 143.58 1.209 0.3966 0.6966 0.7995 121 mph 210 degree with No Ice 280.00 0.860 0.1850 0.1743 0.2504 121 mph 210 degree with No Ice 350.00 1.051 0.1130 0.5216 0.5318 121 mph 210 degree with No Ice 420.00 2.155 0.0665 1.2221 1.2231 121 mph 210 degree with No Ice 440.00 2.632 0.5631 2.3056 2.3734 121 mph 240 degree with No Ice 143.58 1.322 0.0591 0.6194 0.6214 121 mph 240 degree with No Ice 280.00 0.561 0.0087 0.2159 0.2160 121 mph 240 degree with No Ice 350.00 0.846 0.0153 0.6490 0.6491 121 mph 240 degree with No Ice 420.00 2.234 0.0310 1.4309 1.4309 121 mph 240 degree with No Ice 440.00 2.783 0.5555 1.7649 1.8503 121 mph 300 degree with No Ice 143.58 0.997 0.0456 0.5360 0.5378 121 mph 300 degree with No Ice 280.00 1.032 -0.0036 0.0619 0.0619 121 mph 300 degree with No Ice 350.00 1.207 -0.0109 0.3386 0.3386 121 mph 300 degree with No Ice 420.00 2.058 -0.0347 0.9281 0.9285 121 mph 300 degree with No Ice 440.00 2.429 -0.4263 1.3406 1.4046 121 mph 330 degree with No Ice 143.58 1.210 0.3783 0.5322 0.6516 121 mph 330 degree with No Ice 280.00 0.860 0.1794 0.1903 0.2579 121 mph 330 degree with No Ice 350.00 1.052 0.0995 0.5217 0.5294 121 mph 330 degree with No Ice 420.00 2.158 0.0271 1.2389 1.2389 121 mph 330 degree with No Ice 440.00 2.640 -0.4042 2.5102 2.5401 30 mph Normal with 0.00 in Radial Ice 143.58 0.022 0.0248 0.0217 0.0329 30 mph Normal with 0.00 in Radial Ice 280.00 0.001 -0.0002 0.0167 0.0167 .30 mph Normal with 0.00 in Radial Ice 350.00 0.005 -0.0005 0.0079 0.0079 30 mph Normal with 0.00 in Radial Ice 420.00 0.003 -0.0039 0.0162 0.0167 30 mph Normal with 0.00 in Radial Ice 440.00 0.011 -0.0023 0.1301 0.1301 .30 mph 60 deg with 0.00 in Radial Ice 143.58 0.024 0.0257 0.0278 0.0377 30 mph 60 deg with 0.00 in Radial Ice 280.00 0.005 0.0000 0.0184 0.0184 30 mph 60 deg with 0.00 in Radial Ice 350.00 0.001 -0.0004 0.0066 0.0066 30 mph 60 deg with 0.00 in Radial Ice 420.00 0.011 -0.0034 0.0160 0.0165 30 mph 60 deg with 0.00 in Radial Ice 440.00 0.018 -0.0017 0.0837 0.0837 Page 27 Site Number: 75123 Site Name: Fort Pierce - OmniAmerica, FL Customer: AT&T Mobility 30 mph 90 deg with 0.00 in Radial Ice 30 mph 90 deg with 0.00 in Radial Ice 30 mph 90 deg with 0.00 in Radial Ice 30 mph 90 deg with 0.00 in Radial Ice 30 mph 90 deg with 0.00 in Radial Ice 30 mph 120 deg with 0.00 in Radial Ice 30 mph 120 deg with 0.00 in Radial Ice 30 mph 120 deg with 0.00 in Radial Ice 30 mph 120 deg with 0.00 in Radial Ice 30 mph 120 deg with 0.00 in Radial Ice 30 mph 180 deg with 0.00 in Radial Ice 30 mph 180 deg with 0.00 in Radial Ice 30 mph 180 deg with 0.00 in Radial Ice 30 mph 180 deg with 0.00 in Radial Ice 30 mph 180 deg with 0.00 in Radial Ice 30 mph 210 deg with 0.00 in Radial Ice 30 mph 210 deg with 0.00 in Radial Ice 30 mph 210 deg with 0.00 in Radial Ice 30 mph 210 deg with 0.00 in Radial Ice 30 mph 210 deg with 0.00 in Radial Ice 30 mph 240 deg with 0.00 in Radial Ice 30 mph 240 deg with 0.00 in Radial Ice 30 mph 240 deg with 0.00 in Radial Ice 30 mph 240 deg with 0.00 in Radial Ice 30 mph 240 deg with 0.00 in Radial Ice 30 mph 300 deg with 0.00 in Radial Ice 30 mph 300 deg with 0.00 in Radial Ice 30 mph 300 deg with 0.00 in Radial Ice 30 mph 300 deg with 0.00 in Radial Ice 30 mph 300 deg with 0.00 in Radial Ice 30 mph 330 deg with 0.00 in Radial Ice 30 mph 330 deg with 0.00 in Radial Ice 30 mph 330 deg with 0.00 in Radial Ice 30 mph 330 deg with 0.00 in Radial Ice 30 mph 330 deg with 0.00 in Radial Ice Seismic Normal M1 Seismic Normal M1 Seismic Normal Mt Seismic Normal Mt Seismic Normal Mt Seismic Normal M2 Seismic Normal M2 Seismic Normal M2 Seismic Normal M2 Seismic Normal M2 Seismic 60 deg M1 Seismic 60 deg M1 Seismic 60 deg M1 Seismic 60 deg M1 Seismic 60 deg M1 Seismic 60 deg M2 Seismic 60 deg M2 Seismic 60 deg M2 Seismic 60 deg M2 Seismic 60 deg M2 Seismic 90 deg M1 Seismic 90 deg M1 Seismic 90 deg Mt Seismic 90 deg Mt Seismic 90 deg M1 Seismic 90 deg M2 Seismic 90 deg M2 Code: ANSI/TIA-222-G Engineering Number: OAA722736_C301 0 2007 - 2018 by ATC IP LLC. All rights reserved. 2/23/2018 9:55:46 AM 143.58 0.022 0.0306 0.0288 0.0420 280.00 0.004 0.0032 0.0174 0.0177 350.00 0.004 0.0025 0.0071 0.0074 420.00 0.008 -0.0003 0.0144 0.0145 440.00 0.013 -0.0005 0.0581 0.0581 143.58 0.022 0.0247 0.0269 0.0365 280.00 0.001 -0.0001 0.0163 0,0163 350.00 0.005 -0.0004 0.0077 0.0077 420.00 0.002 -0.0034 0.0139 0.0144 440.00 0.008 -0.0027 0.0841 0.0842 143.58 0.023 0.0247 0.0229 0.0337 280.00 0.005 -0.0002 0.0181 0.0181 350.00 0.000 -0.0007 0.0068 0.0069 420.00 0.011 -0.0037 0.0182 0.0187 440.00 0.020 -0.0023 0.1332 0.1332 143.58 0.023 0.0322 0.0237 0.0400 280.00 0.004 0.0035 0.0185 0.0188 350.00 0.004 0.0026 0.0073 0.0076 420.00 0.008 -0.0009 0.0172 0.0173 440.00 0.016 0.0003 0.1186 0.1186 143.58 0.024 0.0258 0.0276 0.0376 280.00 0.001 -0.0002 0.0171 0.0171 350.00 0.005 -0.0008 0.0078 0.0079 420.00 0.003 -0.0041 0.0143 0.0148 440.00 0.008 -0.0022 0.0825 0.0825 143.58 0.024 0.0256 0.0274 0.0375 280.00 0.005 -0.0002 0.0184 0.0184 350.00 0.001 -0.0007 0.0066 0.0067 420.00 0.011 -0.0041 0.0164 0.0169 440.00 0.018 -0.0035 0.0826 0.0827 143.58 0.023 0.0321 0.0231 0.0396 280.00 0.004 0.0035 0.0184 0.0187 350.00 0.004 0.0026 0.0073 0.0076 420.00 0.008 -0.0010 0.0171 0.0171 440.00 0.015 -0.0015 0.1166 0.1166 143.58 0.010 0.0249 0.0099 0.0268 280.00 0.018 0.0001 0.0107 0.0107 350.00 0.022 -0.0006 0.0144 0.0144 420.00 0.043 -0.0036 0.0261 0.0263 440.00 0.052 -0.0028 0.0303 0.0304 143.58 0.004 0.0249 0.0057 0.0256 280.00 0.005 0.0001 0.0103 0.0103 350.00 0.011 -0.0006 0.0175 0.0175 420.00 0.037 -0.0036 0.0318 0.0320 440.00 0.048 -0.0027 0.0353 0.0354 143.58 0.010 0.0249 0.0103 0.0270 280.00 0.017 0.0001 0.0104 0.0104 350.00 0.022 -0.0004 0.0126 0.0126 420.00 0.043 -0.0033 0.0238 0.0241 440.00 0.052 -0.0026 0.0297 0.0299 143.58 0.004 0.0240 0.0058 0.0247 280.00 0.004 0.0000 0.0101 0.0101 350.00 0.010 -0.0005 0.0151 0.0151 420.00 0.035 -0.0034 0.0291 0.0294 440.00 0.045 -0.0024 0.0341 0.0342 143.58 0.010 0.0249 0.0105 0.0270 280.00 0.017 0.0001 0.0105 0.0105 350.00 0.022 -0.0004 0.0134 0.0134 420.00 0.043 -0.0032 0.0254 0.0256 440.00 0.052 -0,0025 0.0302 0.0303 143.58 0.004 0.0249 0.0060 0.0256 280.00 0.005 0.0001 0.0101 0.0101 Page 28 Site Number: 75123 Site Name: Fort Pierce - OmniAmerica, FL Customer: AT&T Mobility Code: ANSI/TIA-222-G ® 2007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number: OAA722736_C3_01 2/23/2018 9:55:46 AM Seismic 90 deg M2 350.00 0.011 -0.0005 0.0164 0.0164 Seismic 90 deg M2 420.00 0.036 -0.0033 0.0311 0.0313 Seismic 90 deg M2 440.00 0.047 -0.0025 0.0352 0.0353 Seismic 120 deg M1 143.58 0.010 0.0249 0.0099 0.0268 Seismic 120 deg M1 280.00 0.018 0.0001 0.0107 0.0107 Seismic 120 deg M1 350.00 0.022 -0.0005 0.0144 0.0144 Seismic 120 deg M1 420.00 0.043 -0.0032 0.0261 0.0263 Seismic 120 deg M1 440.00 0.052 -0.0025 0.0303 0.0304 Seismic 120 deg M2 143.58 0.004 0.0240 0.0056 0.0247 Seismic 120 deg M2 280.00 0.004 0.0000 0.0101 0.0101 Seismic 120 deg M2 350.00 0.010 -0.0006 0.0169 0.0169 Seismic 120 deg M2 420.00 0.035 -0.0033 0.0313 0.0316 Seismic 120 deg M2 440.00 0.046 -0.0023 0.0346 0.0347 Seismic 180 deg M1 143.58 0.010 0.0249 0.0103 0.0270 Seismic 180 deg M1 280.00 0.017 0.0001 0.0104 0.0104 Seismic 180 deg M1 350.00 0.022 -0.0007 0.0126 0.0126 Seismic 180 deg M1 420.00 0.043 -0.0035 0.0238 0.0241 Seismic 180 deg M1 440.00 0.052 -0.0027 0.0297 0.0298 Seismic 180 deg M2 143.58 0.004 0.0249 0.0059 0.0256 Seismic 180 deg M2 280.00 0.005 0.0001 0.0102 0.0102 Seismic 180 deg M2 350.00 0.011 -0.0007 0.0156 0.0156 Seismic 180 deg M2 420.00 0.036 -0.0035 0.0295 0.0298 Seismic 180 deg M2 440.00 0.047 -0.0027 0.0348 0.0349 Seismic 210 deg M1 143.58 0.009 0.0241 0.0100 0.0261 Seismic 210 deg Mt 280.00 0.016 -0.0001 0.0105 0.0105 Seismic 210 deg M7 350.00 0.021 -0.0008 0.0131 0.0131 Seismic 210 deg M1 420.00 0.041 -0.0037 0.0252 0.0255 Seismic 210 deg M1 440.00 0.050 -0.0025 0.0297 0.0298 Seismic 210 deg M2 143.58 0.004 0.0240 0.0059 0.0248 Seismic 210 deg M2 280.00 0.004 0.0000 0.0100 0.0100 Seismic 210 deg M2 350.00 0.010 -0.0007 0.0158 0.0158 Seismic 210 deg M2 420.00 0.035 -0.0037 0.0306 0.0309 Seismic 210 deg M2 440.00 0.045 -0.0025 0.0345 0.0346 Seismic 240 deg M1 143.58 0.010 0.0249 0.0099 0.0268 Seismic 240 deg M1 280.00 0.018 0.0001 0.0107 0.0107 Seismic 240 deg M1 350.00 0.022 -0.0008 0.0144 0.0144 Seismic 240 deg M1 420.00 0.043 -0.0038 0.0261 0.0263 Seismic 240 deg M1 440.00 0.052 -0.0029 0.0303 0.0304 Seismic 240 deg M2 143.58 0.004 0.0240 0.0056 0.0247 Seismic 240 deg M2 280.00 0.004 -0.0001 0.0101 0.0101 Seismic 240 deg M2 350.00 0.010 -0.0008 0.0169 0.0169 Seismic 240 deg M2 420.00 0.035 -0.0038 0.0314 0.0316 Seismic 240 deg M2 440.00 0.046 -0.0026 0.0346 0.0347 Seismic 300 deg M1 143.58 0.009 0.0241 0.0099 0.0260 Seismic 300 deg M1 280.00 0.016 -0.0001 0.0104 0.0104 Seismic 300 deg M1 350.00 0.021 -0.0008 0.0123 0.0123 Seismic 300 deg M1 420.00 0.041 -0.0039 0.0236 0.0240 Seismic 300 deg M1 440.00 0.050 -0.0026 0.0293 0.0294 Seismic 300 deg M2 143.58 0.004 0.0240 0.0058 0.0247 Seismic 300 deg M2 280.00 0.004 -0.0001 0.0101 0.0101 Seismic 300 deg M2 350.00 0.010 -0.0007 0.0151 0.0151 Seismic 300 deg M2 420.00 0.035 -0.0038 0.0291 0.0294 Seismic 300 deg M2 440.00 0.045 -0.0026 0.0341 0.0342 Seismic 330 deg M1 143.58 0.010 0.0249 0.0105 0.0271 .Seismic 330 deg M1 280.00 0.017 0.0001 0.0105 0.0105 Seismic 330 deg M1 350.00 0.022 -0.0007 0.0134 0.0134 Seismic 330 deg M1 420.00 0.043 -0.0038 0.0254 0.0257 ,Seismic 330 deg M1 440.00 0.052 -0.0028 0.0302 0.0303 Seismic 330 deg M2 143.58 0.004 0.0240 0.0059 0.0248 Seismic 330 deg M2 280.00 0.004 -0.0001 0.0100 0.0100 Seismic 330 deg M2 350.00 0.010 -0.0007 0.0158 0.0158 Seismic 330 deg M2 420.00 0.035 -0.0038 0.0307 0.0309 Page 29 Site Number: 75123 Code: ANSI/TIA-222-G 0 2007 - 2018 by ATC IP LLC. All rights reserved. Site Name: Fort Pierce - OmniAmerica, FL Engineering Number: OAA722736_C3_01 2/23/2018 9:55:46 AM Customer: AT&T Mobility Seismic 330 deg M2 440.00 0.045 -0.0026 0.0345 0.0346 Serviceability- 60 mph Wind Normal 143.58 0.093 0.0285 0.0729 0.0782 Serviceability - 60 mph Wind Normal 280.00 0.024 0.0007 0.0524 0.0524 Serviceability - 60 mph Wind Normal 350.00 0.051 0.0002 0.0158 0.0158 Serviceability - 60 mph Wind Normal 420.00 0.030 -0.0041 0.0412 0.0414 Serviceability - 60 mph Wind Normal 440.00 0.007 -0.0036 0.2694 0.2694 Serviceability - 60 mph Wind 60 deg 143.58 0.116 0.0310 0.0894 0.0944 Serviceability - 60 mph Wind 60 deg 280.00 0.065 0.0008 0.0447 0.0447 Serviceability - 60 mph Wind 60 deg 350.00 0.048 0.0007 0.0111 0.0111 Serviceability - 60 mph Wind 60 deg 420.00 0.110 -0.0030 0.0804 0.0804 Serviceability - 60 mph Wind 60 deg 440.00 0.146 0.0036 0.1586 0.1586 Serviceability - 60 mph Wind 90 deg 143.58 0.105 0.1019 0.0985 0.1413 Serviceability - 60 mph Wind 90 deg 280.00 0.058 0.0317 0.0490 0.0584 Serviceability - 60 mph Wind 90 deg 350.00 0.058 0.0232 0.0125 0.0264 Serviceability - 60 mph Wind 90 deg 420.00 0.084 0.0184 0.0614 0.0635 Serviceability - 60 mph Wind 90 deg 440.00 0.104 0.0192 0.0219 0.0281 Serviceability - 60 mph Wind 120 deg 143.58 0.094 0.0293 0.1013 0.1054 Serviceability - 60 mph Wind 120 deg 280.00 0.024 0.0008 0.0520 0.0520 Serviceability - 60 mph Wind 120 deg 350.00 0.051 0.0003 0.0156 0.0156 Serviceability - 60 mph Wind 120 deg 420.00 0.031 -0.0023 0.0377 0.0379 Serviceability- 60 mph Wind 120 deg 440.00 0.011 -0.0068 0.1386 0.1389 Serviceability- 60 mph Wind 180 deg 143.58 0.114 0.0293 0.0965 0.1008 Serviceability - 60 mph Wind 180 deg 280.00 0.063 0.0006 0.0448 0.0448 Serviceability- 60 mph Wind 180 deg 350.00 0.046 -0.0006 0.0115 0.0115 Serviceability- 60 mph Wind 180 deg 420.00 0.110 -0.0039 0.0846 0.0848 Serviceability - 60 mph Wind 180 deg 440.00 0.149 -0.0037 0.3143 0.3143 Serviceability - 60 mph Wind 210 deg 143.58 0.105 0.1010 0.1000 0.1421 Serviceability - 60 mph Wind 210 deg 280.00 0.058 0.0316 0.0503 0.0594 Serviceability - 60 mph Wind 210 deg 350.00 0.057 0.0231 0.0124 0.0263 Serviceability - 60 mph Wind 210 deg 420.00 0.085 0.0182 0.0661 0.0680 Serviceability - 60 mph Wind 210 deg 440.00 0.109 0.0238 0.2634 0.2645 Serviceability - 60 mph Wind 240 deg 143.58 0.094 0.0291 0.1022 0.1060 Serviceability - 60 mph Wind 240 deg 280.00 0.024 0.0009 0.0522 0.0522 _ Serviceability - 60 mph Wind 240 deg 350.00 0.051 -0.0011 0.0156 0.0157 Serviceability - 60 mph Wind 240 deg 420.00 0.031 -0.0051 0.0378 0.0380 Serviceability - 60 mph Wind 240 deg 440.00 0.011 0.0021 0.1375 0.1375 Serviceability - 60 mph Wind 300 deg 143.58 0.114 0.0289 0.0874 0.0920 Serviceability - 60 mph Wind 300 deg 280.00 0.062 0.0006 0.0435 0.0435 Serviceability - 60 mph Wind 300 deg 350.00 0.046 -0.0010 0.0118 0.0118 Serviceability - 60 mph Wind 300 deg 420.00 0.109 -0.0055 0.0805 0.0807 Serviceability - 60 mph Wind 300 deg 440.00 0.145 -0.0113 0.1597 0.1600 Serviceability - 60 mph Wind 330 deg 143.58 0.105 0.1007 0.0740 0.1249 Serviceability - 60 mph Wind 330 deg 280.00 0.058 0.0315 0.0503 0.0594 Serviceability - 60 mph Wind 330 deg 350.00 0.058 0.0231 0.0128 0.0264 Serviceability - 60 mph Wind 330 deg 420.00 0.084 0.0182 0.0647 0.0666 Serviceability - 60 mph Wind 330 deg 440.00 0.105 0.0118 0.2455 0.2458 Page 30