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STRUCTURAL ANALYSIS REPORT
4 AMERICAN TOWERO C O R P O R A T I O N This report was prepared for American Tower Corporation by Structural Analysis Report Structure : 220 ft Self Supported Tower ATC Site Name : Ft. Pierce, FL ATC Site Number : 370808 Engineering Number : 0AA700810_C3_01 Proposed Carrier : AT&T Mobility Carrier Site Name : 10152803 \ Peterson-FP50 Carrier Site Number : 10152803 Site Location : 6080 Peterson Road Fort Pierce, FL 34947-4319 27.440800,-80.386900 County : St Lucie Date : April 17, 2017 SCANNED BY St. Lucie Crnmb, THESE PLANS AND ALL PROPOSED VIORK ARE SUBJECT TO ANY COR.RECTIwIs 'REQUIRED BY FIELD INSPECTOR'S THAT . MAY BE NECESSAIRY IN ONi?07 TO COMIPLY WITH ALL A,or^L ,-AaLE COMES. r u, ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR C0 REVIEWED BY DATE Gft-n�.i�n MUST BE KEPT (A JOB OR NO INSPECTION WILL BE MADE Max Usage 1. ;1 ; , 75% 11111111// Result`,: ,Pass ENB \ Prepared By: 1 _ Reviewed By: l Jeff Sparks No. 77105 =_ \ o ST E QF - — -- jr* 1,4 - . Tyler M. Barker/�� S/ONAL EN\` CLS - Director of Engineering PE# 77105 Exp. 2/28/19 COA# 29525 Exp. 2/28/2019 CLS Group • 1250 Benson Road, Garner, NC 27529 • Office: (405) 348-5460 • Fax: (405) 341-6334 • www.clsgrouo.com Eng. Number 0AA700810_C3_01 MICLSGroup April 17, 2017 Table of Contents Introduction.........................................:.......................................................................................... 1 SupportingDocuments.................................................................................................................... 1 Analysis........................................................................................................................................... 1 Conclusion....................................................................................................................................... 1 Existingand Reserved Equipment..................................................................................................... 2 Equipmentto be Removed............................................................................................................... 2 ProposedEquipment....................................................................................................................... 2 StructureUsages.............................................................................................................................. 3 Foundations.: .............. ..................................................................................................................... 3 Deflection, Twist, and Sway............................................................................................................... 3 StandardConditions......................................................................................................................... 4 Calculations ..... Attached i No. 77105 %� s( OF �^ ; �(ORID ss/ONAL CLS Group • 1250 Benson Road, Garner, NC 27529 • Office: (405) 348-5460 • Fax: (405) 341-6334 • w .clserouo.com Eng. Number CAA700810_C3_01 April 17, 2017 t C LS u p Page 1 Introduction The purpose of this report is to summarize results of a structural analysis performed on the 220 ftself supported tower to reflect the change in loading by AT&T Mobility. Supporting Documents Tower Drawings FWTPJFJob #1990494,dated December 5,1994 Foundation Drawing FWT PJFJob#1990494, dated December 5, 1994 Geotechnicel Report Geotel Report #E14-341, dated August 10, 2014 Modifications Vertical Solutions lob #121625, dated August 13, 2012 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: 122 mph (3-Second Gust, Vasd) / 157 mph (3-Second Gust, V [t) Basic Wind Speedw/ Ice: No Ice Considered Code: ANSI/T]A-222-G / 2012IBC / 5`h Ed (2014) Florida Building Code Structure Class: II Exposure Category: C Topographic Category: 1 Spectral Response: Ss = 0.06, S, = 0.03 Site Class: I D-Stiff Soil Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. iTMTtlwerrandifotmdatl ❑can supporttt a eaui as desert e m is 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. CLS Group • 1250 Benson Road, Garner, NC 27529 • Office: (405) 348-5460 • Fax: (405) 341-6334 • w .clserouo.com �+p Eng. Number OAA700810_C3_01 RRC LSaaa o Fi 19 April 1 7 Page Existing and Reserved Equipment Elevation' (ft) City Antenna Mount Type Lines Carrier Mount RAD 140.0 140.0 6 Nokia FZHJ Sector Frames (6) 15/8" Coax (3)1.24" Hybrid Metro PCs 9 CellMax CMA-BDHH/6521/EO-6 3 18" x 18" x 4" Junction Box 125.0 125.0 6 Kathrein 80010765 K Sector Frames (2) 0.39" Fiber Trunk AT&TMobility 9 EricssonRRU11 2 Raycap DC6-48-60-18-8F Equipment to be Removed Elevation' (ft) QtV Antenna Mount Type l nes Carrier Mount RAD 125.0 125.0 3 Kathrein 80010765 K Senor Frames (4) 0.88" 8 AWG 6 (3)0.39" Cable AT&T Mobility 3 Ericsson RRU31 2 Raycap DC6-48-60-18-8F Proposed Equipment Elevation(ft) Antenna Mount Type Unes Lanier Mount RAD 3 Kathrein 80010865 (8) 0.78" 8 AWG 6 125.0 125.0 Sector Frames (3) 3/8" RET Control Cable (2) 0.39" Fiber Trunk AT&T Mobility 3 Ericsson RRUS 32 B2 2 Raycap DC2-48-60-0-9E 'Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of antenna above ground level (AGL). Install proposed coax alongside existing AT&T Mobility coax. CLS Group • 1250 Benson Road, Garner, NC 27529 • Office: (405) 348-5460 • Fax: (405) 341-6334 • w .clserouo.com Eng. Number OAA700810_C3_01 April 17, 2017 Page 3 Structure Usages Structural Component Controlling Usage Pass/Fail Legs 449/ Pass Diagonals 75% Pass Horizontals 72% Pass Anchor Bolts 40% Pass Leg Bolts 38% Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions* Analysis Reactions o / of Design Uplift (Kips) 435.0 587.3 225.1 38% Axial (Kips) 472.0 637.2 264.9 42% Shear (Kips) 87.9 118.7 33.8 28% "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 Sway* Antenna Deflection Sway Elevation Antenna Carrier (ft) Twist (°) (Rotation) (°) (ft) Raycap DC2-48-60-0-9E Ericsson RRUS 32 B2 125.0 AT&T Mobility 0.038 0.002 0.031 Kathrein Scala 80010865 *Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSIMA-222-G CLS Group • 1250 Benson Road, Garner, NC 27529 • Office: (405) 348-5460 • Fax: (405) 341-6334 • www.clsgrouo.com F 10 AMMICAN TOWER° co n vo a A l C" Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information. -- Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA -222. The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities, we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. CLS Group • 1250 Benson Road, Garner, NC 27529 - Office: (405) 348-5460 • Fax: (405) 341-6334 - w .clserouo.com 22OSYJ Sect 9 203.00 Sent 3 S7S.D3 Sent 7 150.03 Secta 125.00 S=-nt S i00,43 Sect 4 75.00 Sent 3 50_00 Sect 2 25.00 Scot 1 02007-2017byATC/PLLC. Allrightsmseme, Loads: 122 mph no ice 30 mph w/ 0'0" radial Ice Site Class: D Ss: 0.06 St: 0.03 60 mph Serviceability Job Information Tower: 370808 Location: Ft. Pierce, FL Code: ANSUTIA-222-G Shape : Triangle Base Width : 28.44 ft Client: AT&T MOBILITY Top Width: 6.62ft Sections Properties Horizontal Members 1 PX 35 ksl 12" DIA PIPE _a PSP 35 ksl 4.0" x 0.226" PSP 35 ksl 3.5" x 0.216" 2 PX 35 ksi 10" CIA PIPE PSP 35 ksl 4.0" x 0.226" PSP 35 ksi 3.5" x 0.216" 3 PX 35 ksl 10" DIA PIPE PSP 35 ksl 4.0" x 0.226" PSP 35 ksl 2.875" x 0.203" 4 PX 35 ksi 8" DIA PIPE PSP 35 ksi 4.0" x 0.226" PSP 35 ksi 2.875" x 0.203" 5 PX 35 ksl 8" DIA PIPE PSP 35 ksl 4.0" x 0.226" PSP 35 ksi 2,375" OD x 0.154" 6 PX 35 ksl 6" DIA PIPE PSP 35 ksi 4.0" x 0.226" SAE 35 ksi 40X0.25 7 PX 35 ksi 6" DIA PIPE PSP 35 ks13.5" x 0.216" SAE 35 ksl 3.5x3.5x0.25 8 PX 35 ksi 4" DIA PIPE PST 35 ksi 2-112" DIA PIPE SAE 35 ksl 2.5X2.5X0.1875 Discrete Appurtenance Elev (ft) Type city Description 213.00 Straight Arm 1 Empty Side Arm 175.00 Straight Arm 1 Empty Plppa Mount 140.00 Panel 6 Nokia FAJ 140.00 Panel 9 CellMax CMA-BDHHI6521IE0.6 140.00 Panel 3 18" x 18" x 4" Junction Box 140.00 Mounting Frame 3 Flat Light Sector Frame 126.00 Panel 3 Kathrein Scala 00010865 125.00 Panel 3 Ericsson RRUS 32 B2 125.00 Panel 2 Rayycap DC248-60-0-9E 125.00 Panel 6 Ka rein 8001076S K 125.00 Panel 9 Ericsson RRU11 125.00 Panel 2 Raycap DC6-48-60.18-SF Linear Appurtenance Elev (ft) From To City Description 0.00 140.00 1 Wavegulde 0.00 140.00 1 Climbing Ladder 0.00 140.00 3 1.24" Hybrid 0.00 140.00 6 1 618" Coax 0.00 125.00 1 Wavegulde 0.00 125.00 3 3/8" SET Control Cab 0.00 125.00 8 0.78"8AWG6 0.00 125.00 2 0.39" Fiber Trunk Global Base Foundation Design Loads Load Case Moment (k-ft) Vertical (kip) Horizontal (kip) DL+WL 5,996.97 64.45 67.73 DL+WL+IL - 261.13 64A5 2.60 Individual Base Foundation Design Loads Vertical (kip) Uplift (kip) Horizontal (kip) 264.95 225.10 33.82 Site Number: 370808 Code: ANSirrIA-222-G 02007-2017byATCIPLLC. AH rights reserved. Site Name: Ft. Pierce, FL Engineering Number. OAA700810_C3_01 4/17120171:36:05 PM " Customer: AT&T MOBILITY Analysis Parameters Location: ST LUCIE County, FL Height (ft): 220 Code: ANSIrrIA-222-G Base Elevation (ft): 0.00 Shape: Triangle Bottom Face Width (ft): 28.44 Tower Manufacturer: FWT Top Face Width (ft): 5.52 Tower Type: Self Support Anchor Bolt Detail Type c Structure Class: II Exposure Category: C Topographic Category: 1 Crest Height: 0.0 ft Ice & Wind Parameters Design Windspeed Without Ice: Design Windspeed With Ice: Operational Windspeed: Design Ice Thickness: 122 mph 30 mph 60 mph 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): 0.48 T,(sec): a p: 1.3 Cs: 0.030 Ss: 0.056 S': 0.029 Cs, Max: 0.032 ' F,: 1.600 F,r: 2.400 Cs, Min: 0,030 Sa,: 0.060 Say: 0.046 ' Load Cases 1.2D + 1.6W Normal 122 mph Normal to Face with No Ice 1.213 + 1.6W 60 deg 122 mph 60 degree with No Ice 1.21) + 1.6W 90 deg 122 mph 90 degree with No Ice 1.213 + 1.SW 120 deg 122 mph 120 degree with No Ice 1.2D + 1.6W 180 deg 122 mph 180 degree with No Ice 1.20 + 1.6W 210 deg 122 mph 210 degree with No Ice 1.21) + 1.6W 240 deg 122 mph 240 degree with No Ice 1.213 + 1.6W 300 deg 122 mph 300 degree with No Ice 11.213 + 1.6W 330 deg 122 mph 330 degree with No Ice 0.913 + 1.6W Normal 122 mph Normal to Face with No Ice (Reduced DL) 0.913 + 1.6W 60 deg 122 mph 60 deg with No Ice (Reduced DL) 0.91) + 1.6W 90 deg 122 mph 90 deg with No Ice (Reduced DL) 0.913 + 1.6W 120 deg 122 mph 120 deg with No Ice (Reduced DL) 0:913 + 1.6W 180 deg 122 mph 180 deg with No Ice (Reduced DL) 0.91) + 1.6W 210 deg 122 mph 210 deg with No Ice (Reduced DL) 0.91) + 1.6W 240 deg 122 mph 240 deg with No Ice (Reduced DL) 0.9D + 1.6W 300 deg 122 mph 300 deg with No Ice (Reduced DL) 0.913 + 1.6W 330 deg 122 mph 330 deg with No Ice (Reduced DL) 1.21)+1.01)i+1.OWi Normal 30 mph Normal with 0 in Radial Ice 1.213 + 1.ODi + 1.0Wi 60 deg 30 mph 60 deg with 0 In Radial Ice 1.21) + 1.0131 + 1.0Wi 90 deg 30 mph 90 deg with 0 In Radial Ice Page 1 Site Number: 370808 Code: ANSIrrIA-222-G 02007-2017byATCIPLLC. Alinghfsmserved. Site Name: Ft. Pierce, FL Engineering Number: OAA700810 C3_01 4/17/2017 1:36:05 PM Customer: AT&T MOBILITY Analysis Parameters 1.2D + 1.0DI + 1.0WI 120 deg 30 mph 120 deg with 0 In Radial Ice 1.21)+1.ODI+I.OWI 180 deg 30 mph 180 deg with 0 in Radial Ice 1.2D+1.0131+1.0Wi 210 deg 30 mph 210 deg with 0 in Radial Ice 1.2D+1.ODI+1.0Wi 240 deg 30 mph 240 deg with 0 in Radial Ice 1.2D + 1.ODi + 1.OWi 300 deg 30 mph 300 deg with 0 In Radial Ice 1.2D + 1.0131 + 1.0Wi 330 deg 30 mph 330 deg with 0 In Radial Ice (1.2 + 0.2Sds) • DL + E Normal Seismic Normal (1.2.+ 0.25ds) • DL + E 60 deg Seismic 60 deg (1.2 + 0.2Sds) - DL + E 90 deg Seismic 90 deg (1.2.+ 0.2Sds) • DL + E 120 deg Seismic 120 deg (1.2 + 0.2Sds) • DL + E 180 deg Seismic 180 deg (1.2+0.2Sds)`DL+E 210 deg Seismic 210 deg (1.2 + 0.2Sds) • DL+ E 240 deg Seismic 240 deg (1.2 + 0.2Sds) • DL+ E 300 deg Seismic 300 deg (1.2 +0.2Sds)' DL+ E 330 deg Seismic 330 deg (0.9 - 0.2Sds) • DL+ E Normal Seismic (Reduced DL) Normal (0:9 - 0.2Sds) • DL + E 60 deg Seismic (Reduced DL) 60 deg (0.9 - 0.2Sds) • DL+ E 90 deg Seismic (Reduced DL) 90 deg (0.9 - 0.2Sds) • DL+ E 120 deg Seismic (Reduced DL)120 deg (0.9 - 0.28ds) • DL+ E 180 deg Seismic (Reduced DL)180 deg (0.9 - 0.2Sds) • DL+ E 210 deg Seismic (Reduced DL) 210 deg (0.9 - 0.2Sds) • DL+ E 240 deg Seismic (Reduced DL) 240 deg (0.9 - 0.2Sds) • DL+ E 300 deg Seismic (Reduced DL) 300 deg (0.9 - 0.2Sds)' DL+ E 330 deg Seismic (Reduced DL) 330 deg 1.01)+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.OD+1.0W Service 120 deg Serviceability.60 mph Wind 120 deg 1.0D+1.OW Service 180 deg Serviceability.60 mph Wind 180 deg 1.0D + 1.OW Service 210 deg Serviceability - 60 mph Wind 210 deg 1.0D + 1.0W Service 240 deg Serviceability - 60 mph Wind 240 deg 1.0D + 1.0W Service 300 deg Serviceability - 60 mph Wind 300 deg 1.0D + 1.0W Service 330 deg Serviceability - 60 mph Wind 330 deg Page 2 Site Number: 370808 Code: ANSI1TIA-222-G 02007-2017byATCIPLLC. A/ldghrsresemed. Site Name: Ft. Pierce, FL Engineering Number: OAA700810_C3_01 4/17/2017 1:36:05 PM Customer: AT&T MOBILITY Tower Loading Discrete ADDurtenance Properties 1.2D+1.6W Elevation Description (it) Qty Wt (lb) EPA (sf) Length Width (ft) (in) Depth (in) K. Orient. Factor Vert Ecc4ft) M" (lb-ft) Q. (psf) F, (WL) P"(DL) (lb) (lb) 213.0 Empty Side Ann 1 150 6.2 0.0 0.0 0.0 0.76 0.75 0.0 0.0 48.06 191 216 175.0 Empty Pipe Mount 1 126 5.0 0.0 0.0 0.0 0.75 0.75 0.0 0.0 46.12 176 181 140.0 Nokia FZHJ 6 55 2.0 1.6 14.0 8.7 0.80 0.67 0.0 0.0 44.00 391 477 140.0 18" x 18" x 4" 3 21 2.7 1.6 18.0 4.0 0.80 0.67 0.0 0.0 44.00 260 91 140.0 CeIIMax CMA- 9 62 11.2 6.8 15.0 5.2 0.80 0.63 0.0 0.0 44.00 3043 804 140.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 44.00 1808 1728 126.0 Raycap DC248-60-0- 2 16 0.9 0.9 10.3 6.2 0.80 0.50 0.0 0.0 42.96 41 46 126.0 Raycap DC6-48-60- 2 20 1.1 2.0 9.7 9.7 0.80 1.00 0.0 0.0 42.96 104 58 125.0 Ericsson RRUS 32 B2 3 53 2.7 2.3 12.1 7.0 0.80 0.67 0.0 0.0 42.96 257 229 125.0 Ericsson RRU11 9 64 3.0 2.0 15.0 11.5 0.80 0.67 0.0 0.0. 42.96 831 828 125.0 Kathrein 800 10766 K 6 52 8.5 6.3 11.8 6.0 0.80 0.67 0.0 0.0 42.96 1597 448 125.0 Kathrein Scala 3 66 9.8 6.5 13.3 6.7 0.80 0.67 0.0 0.0 42.96 919 286 125.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.76 0.75 0.0 0.0 42.96 1420 1296 Totals 51 4643 347.4 Discrete Appurtenance Properties 0.9D+1.6W Elevation Description Qty Wt EPA Length Width Depth K. Orient Vert. M" Q, Fa (WL) P,(DL) (ft) (lb) (sf) (ft) (in) (in) Factor Ecc4ft) (lb-ft) (psi) (lb) (lb) 213.0 Empty Side Ann 1 150 5.2 0.0 0.0 0.0 0.75 0.76 0.0 0.0 48.08 191 122 175.0 Empty Pipe Mount 1 126 5.0 0.0 0.0 0.0 0.75 0.75 0.0 0.0 46.12 176 102 140.0 Nokia FZHJ 6 65 2.0 1.5 14.0 8.7 0.80 0.67 0.0 0.0 44.00 391 268 140.0 18" x 18" x 4" 3 21 2.7 1.5 18.0 4.0 0.80 0.67 0.0 0.0 44.00 260 51 140.0 CeIIMax CMA- 9 62 11.2 6.8 15.0 5.2 0.86 0.63 0.0 0.0 44.00 3043 452 140.0 Flat Light Sector 3 400 17.9 0.0 0.0 0:0 0.75 0.75 0.0 0.0 44.00 1808 972 125.0 Raycap DC248-60-0- 2 16 0.9 0.9 10.3 6.2 0.80 0.60 0.0 0.0 42.96 41 26 125.0 Raycap DC6-08-60- 2 20 1.1 2.0 9.7 9.7 0.80 1.00 0.0 0.0 42.96 104 32 125.0 Ericsson RRUS 32 B2 3 53 2.7 2.3 12.1 7.0 0.80 0.67 0.0 0.0 42.96 257 129 125.0 Ericsson RRU11 9 64 3.0 2.0 15.0 11.5 0.80 0.67 0.0 0.0 42.96 831 466 125.0 Kathrein 800 10766 K 6 52 8.6 6.3 11.8 6.0 0.80 0.67 0.0 0.0 42.96 1597 252 125.0 Kathrein Scala 3 66 9.8 6.5 13.3 6.7 0.80 0.67 0.0 0.0 42.96 919 161 125.0 Round Sector Frame 3 300 14.4. 0.0 0.0 0.0 0.75 0.75 0.0 0.0 42.96 1420 729 Totals 51 4643 347.4 Discrete ADDurtenanceProoerties 1.2D+1.0131+1.OWi Elevation Description (ft) Qty Ice Wt (lb) Ice EPA (sf) Length Width (ft) (in) Depth (in) K. Orient Factor Vert. Ecc4ft) M� (lb-ft) Q, F. (WL) P,(DL) (psi) (lb) (lb) 213.0 Empty Side Arm 1 160 5.2 0.0 0.0 0.0 0.76 0.76 0.0 0.0 2.91 7 216 175.0 Empty Pipe Mount 1 126 6.0 0.0 0.0 0.0 0.75 0.75 0.0 0.0 2.79 7 181 140.0 Nokia FZHJ 6 55 2.0 1.5 14.0 8.7 0.80 0.67 0.0 0.0 2.66 15 477 140.0 18" x 18" x 4" 3 21 2.7 1.5 18.0 4.0 0.80 0.67 0.0 0.0 2.66 10 91 140.0 CeIIMax CMA- 9 62 11.2 6.8 15.0 6.2 0.80 0.63 0.0 0.0 2.86 115 804 140.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 2.66 68 1728 125.0 Raycap DC2-48-60-0- 2 16 0.9 0.9 10.3 6.2 0.80 0.50 0.0 0.0 2.60 2 46 125.0 Raycap DC6-48-60- 2 20 1.9 2.0 9.7 9.7 0.80 1.00 0.0 0.0 2.60 7 58 125.0 Ericsson RRUS 32 B2 3 53 2.7 2.3 12.1 7.0 0.80 0.67 0.0 0.0 2.60 10 229 125.0 Ericsson RRU11 9 64 3.0 2.0 16.0 11.6 0.80 0.67 0.0 0.0 2.60 31 828 125.0 Kathrein 800 10765 K 6 52 8.5 6.3 11.8 6.0 0.80 0.67 0.0 0.0 2.60 60 448 126.0 Kathrein Scala 3 66 9.8 6.6 13.3 6.7 0.80 0.67 0.0 0.0 2.60 35 286 Page 3 Site Number: 370808 Code: ANSI/TIA-222-G 02007-2017hyATCIPLLC. Allrightsmsemed. Site Name: Ft. Pierce, FL Engineering Number: OAA70081C C3 01 4/17/20171:36:05 PM Customer: AT&T MOBILITY Tower Loading 125.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 2.60 54 1296 Totals 51 4643 349.0 Discrete Appurtenance Properties 1.01)+1.0wservice Elevation Description Qty Wt. EPA Length Width Depth K. Orient. Vert M� Q, F. (WL) P,(DL) (ft) (lb) (sf) (ft) (in) (in) Factor Ecc4ft) (lb-ft) (psf) (lb) (lb) 213.0 Empty Side Arm 1 150 5.2 0.0 0.0 0.0 0.75 0.75 0.0 0.0 11.63 29 150 176.0 Empty Pipe Mount 1 126 5.0 0.0 0.0 0.0 0.75 •0.75 0.0 0.0 11.15 27 126 140.0 Nokia FZHJ 6 55 2.0 1.5 14.0 8.7 0.80 0.67 0.0 0.0 10.64 59 331 140.0 18" x 18" x 4" 3 21 2.7 1.5 18.0 4.0 0.80 0.67 0.0 0.0 10.64 39 63 140.0 CellMax CMA- 9 62 11.2 6.8 15.0 5.2 0.80 0.63 0.11 0.0 10.64 460 558 140.0 Flat Light Sector 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.0 10.64 273 1200 125.0 Raycap DC2-48-60-0- 2 16 0.9 0.9 10.3 6.2 0.80 0.50 0.0 0.0 10.39 6 32 126.0 Raycap DC6-48-60- 2 20 1.1 2.0 9.7 9.7 0.80 1.00 0.0 0.0 10.39 16 40 126.0 Ericsson RRUS 32 82 3 53 2.7 2.3 12.1 7.0 0.80 0.67 0.0 0.0 10.39 39 159 126.0 Ericsson RRU11 9 64 3.0 2.0 16.0 11.5 0.80 0.87 0.0 0.0 10.39 126 576 125.0 Kathrein 800 10766 K 6 52 8.5 6.3 11.8 6.0 0.80 0.67 0.0 0.0 10.39 241 311 125.0 Kathrein Scala 3 66 9.8 6.5 13.3 6.7 0.80 0.67 0.0 0.0 10.39 139 198 125.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 10.39 215 900 Totals 51 4643 347.4 Page 4 Site Number: 370808 Code: ANSIMA-222-G 02007-2017hyATCIPLLC. Alldghlsmsewed. Site Name: Ft. Pierce, FL Engineering Number. OAA700810_C3_01 4/1712017 1:36:06 PM Customer: AT&T MOBILITY Equivalent Lateral Force Method 53,707 4,468,722 1.000 2,095 65,090 LoadCase (0.9 - 0.2Sds) . DL + E Seismic (Reduced DL) Height Horizontal Vertical Above Base Weight W. Force Force Section (N) (lb) (lb- t) CVi (lb) (lb) 9 210.00 751 157,764 0.035 74 667 8 187.50 1,952 366,061 0.082 172 1,734 7 162.50 2,931 476,295 0.107 223 2,603 6 137.50 4,403 605,408 0.135 284 - 3,910 5 112.50 6,268 705,174 0.158 331 5,567 4 87.50 6,799 594,908 0.133 279 6,038 3 62.50 7,880 492,477 0.110 231 6,998 2 37.50 8,498 318,662 0.071 149 7,546 1 12.50 9,581 119,765 0.027 56 8,509 Empty Side Arm 213.00 150 31,950 0.007 15 133 Empty Pipe Mount 175.00 126 22,050 0.005 10 112 Nokia FZHJ 140.00 331 46,368 0.010 22 294 18" x 18" x 4" Junction Box 140.00 . -63 8,820 0.002 4 56 CellMax CMA-BDHHI6521IE0-6 140.00 558 78,120 0.017 37 496 Flat Light Sector Frame 140.00 1,200 168,000 0.038 79 1,066 Raycap DC2-48-60-0-9E 125.00 32 4.000 0.001 2 28' Raycap DC648-60-18-8F 125.00 40 5,000 0.001 2 36 Ericsson RRUS 32 B2 125.00 159 19,875 0.004 9 141 Ericsson RRU71 125.00 576 71,887 0.016 34 611 Kathrein 800 10765 K 125.00 311 38,850 0.009 18 276 Kathrein Scala 80010866 125.00 198 24,787 0.006 12 - 176 Round Sector Frame 126.00 900 112,500 0.025 53 799 53,767 4,468,722 1.000 2,095 47,694 Page 7 Site Number: 370808 Code: ANSI/TIA.222-G ®2007-2017byATC1PLLC. A/Idghtsresewed. Site Name: FL Pierce, FL Engineering Number. OAA700810_C3_01 4/17/2017 1:36:06 PM Customer: AT&T MOBILITY Equivalent Modal Analysis Method (Based on ASCE7-10 Chapters 11, 12 & 15 and ANSIITIA-G, section 2.7) Spectral Response Acceleration for Short Period (S J: 0.06 Spectral Response Acceleration at 1.0 Second Period is 1): 0.03 Importance Factor (1 a): 1.00 Site Coefficient F a: 1.60 Site Coefficient F : 2.40 Response Modification Coefficient (R): 3.00 Design Spectral Response Acceleration at Short Period (S ea): 0.06 Dosing Spectral Response Acceleration at 1.0 Second Period (S el): 0.05 Period Based on Rayleigh Method (sec): 0.48 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 Sa (lb) (lb) 9 210.00 751 1.722 1.208 0.849 0.129 42 910 8 187.50 1,952 1.373 0.234 0.404 0.081 69 2,366 7 162.50 2,931 1.031 -0.101 0.147 0.052 66 3,552 6 137.50 4,403 0.738 -0.098 0.038 0.038 72 5,336 5 112.50 6,268 0.494 -0.014 0.007 0.029 78 7,597 4 87.50 6.799 0.299 0.046 0.012 0.020 60 8,240 3 62.50 7,880 0.153 0.068 0.030 0.013 44 9,550 2 37.50 8,498 0.055 0.071 0.042 0.007 27 10,299 1 12.50 9.581 0.006 0.048 0.027 0.003 13 11,612 Empty Side Arm 213.00 150 1.772 1.413 0.929 0.137 9 182 Empty Pipe Mount 175.00 126 1.196 0.001 0.252 0.064 3 153 Nokia FZHJ 140.00 331 0.765 -0.105 0.044 0.039 6 401 18" x 18" x 4" Junction Box 140.00 63 0.765 -0.105 0.044 0.039 1 76 CoIIMax CMA-BDHH/65211E0-6 140.00 558 0.765 -0.105 0.044 0.039 9 676 Flat Light Sector Frame 140.00 1,200 0.766 -0.105 0.044 0.039 20 1,464 Raycap DC2-08-60-0-9E 125.00 32 0.610 -0.057 0.016 0.033 0 39 Raycap DC6.48-60-18-8F 125.00 40 0.610 -0.057 0.016 0.033 1 48 Ericsson RRUS 32 B2 125.00 159 0.610 -0.057 0.016 0.033 2 193 Ericsson RRU11 125.00 575 0.610 -0.057 0.016 0.033 8 697 Kathrein 800 10765 K 126.00 311 0.610 -0.057 0.016 0.033 4 377 Kathrein Scala 80010865 125.00 198 0.610 -0.057 0.016 0.033 3 240 Round Sector Frame 125.00 900 0.610 -0.057 0.016 0.033 13 1,091 53,707 16.171 2.060 3.025 0.957 550 65,090 LoadCase (0.9 - 0.2Sds) ` DL + E Seismic (Reduced DL) Height Horizontal Vertical Above Base Weight Force Force Section (ft) (lb) a b c Sa: (lb) (lb) 9 210.00 751 1.722 1.208 0.849 0.129 --'42 667 8 187.50 1,952 1.373 0.234 0.404 0.081 69 1,734 7 162.50 2,931 1.031 -0.101 0.147 0.052 66 2,603 6 137.50 4,403 0.738 -0.098 0.038 0.038 72 31910 5 112.50 6,268 0.494 -0.014 0.007 0.029 78 5,667 4 87.50 6,799 0.299 0.046 0.012 0.020 60 6,038 3 62.50 7,880 0.153 0.068 0.030 0.013 44 6,998 2 37.50 8,498 0.055 0.071 0.042 0.007 27 7,646 Page 8 Site Number: 370808 Code: ANSIrrIA.222-G Site Name: Ft. Pierce, FL Engineering Number: OAA700810 C3_01 Customer: AT&T MOBILITY Equivalent Modal Analysis Method 1 12.50 9,681 0.006 0.048 0.027 0.003 Empty Side Arm 213.00 150 1.772 1.413 0.929 0.137 Empty Pipe Mount 175.00 126 1.196 0.001 0.262 0.064 Nokia FZHJ 140.00 331 0.765 -0.105 0.044 0.039 18" x 18" x 4" Junction Box 140.00 63 0.765 -0.105 0.044 0.039 CeIIMax CMA-BDHH16521IE0-6 140.00 558 0.766 -0.105 0.044 0.039 Flat Light Sector Frame 140.00 1,200 0.765 -0.105 0.044 0.039 Raycap DC2-08-60-0-9E 125.00 32 0.610 -0.057 0.016 0.033 Raycap DC6-48-60-18.8F 125.00 40 0.610 -0.067 0.016 0.033 Ericsson RRUS 32 B2 126.00 159 0.610 -0.057 0.016 0.033 Ericsson RRU11 125.00 575 0.610 -0.067 0.016 0.033 Kathrein 800 10765 K 125.00 311 0.610 -0.057 0.016 0.033 Kathrein Scala 80010866 125.00 198 0.610 -0.057 0.016 0.033 Round Sector Frame 125.00 900 0.610 -0.057 0.016 0.033 53,707 16.171 2.060 3.025 0.957 Page 9 02007-2017byATCIPLLC. A/Idghtsmsemed. 4117/2017 1:36:06 PM 13 8,509 9 133 3 112 6 294 1 56 9 496 20 1,066 0 28 1 36 2 141 8 611 4 276 3 176 13 799 550 47,694 Site Number. 370808 Code: ANSIrrIA-222-G 02007-2017byATCIPLLC. Allrightsmserved. Site Name: Ft. Pierce, FL Engineering Number. OAA700810_C3_01 4/17/2017 1:36:06 PM Customer: AT&T MOBILITY Force/Stress Summary Section: 1 1 Bot Elev (ft): 0.00 Height (ft): 26.000 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 PX-12"DIAPIPE-246.66 1.2D + 1.6W 12.52 100 100 100 34.7 35.0 568.64 0 0 0.00 0.00 43 Member HORIZPSP - 3.5" x 0.216" -10.59 1.2D + 1.6W 90 13.56 100 100 100140.4 35.0 25.57 2 1 0.00 43.55 41 MemberX DIAG PSP - 4.0" x 0.226" -16.77 1.2D + 1.6W 90 18.45 100 100 100166.6 35.0 22.07 2 1 0.00 45.56 75 Member Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn Phil Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) off" Controls LEG PX -12" DIA PIPE 209.52 0.9D + 1.6W 60 35 60 604.80 0 0 0.00 0.00 34 Member HORIZ PSP - 3.5" x 0.216" 11.87 1.2D + 1.6W 90 - 35 60 70.25 2 1 0.00 34.99 0.00 33 Bolt Bear DIAG PSP-4.0"x0.226" 16.770.9D+1.6W 90 35 60 84.42 2 1 0.00 36.61 0.00 43 Bolt Bear Pu phlRnt Use Num Max Splice Forces (kip) Load Case (kip) /o Bolts Bolt Type Top Tension 190.61 0.90,+1.6W 300 0.00 0 0 Top Compression 224.91 1.2D+1.6W 240 0.00 0 Bot Tension 227.08 0.913+1.6W 300 695.80 40 4 2112 A36 Sot Compression 265.71 1.2D+1.6W 240 0.00 0 Section: 2 1 Bot Eiev (ft): 25.00 Height (ft 25.000 Max Compression Member LEG PX -10" DIA PIPE HORIZPSP - 3.5" x 0.216" DIAG PSP - 4.0" x 0.226" Shear Bear Pu Len Bracing % Fy Phic Pn Num Num phlRnvphlRn Use (kip) Load Case (it) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls -204.81 1.2D + 1.6W 12.52 100 100 100 41.4 .35.0 464.56 0 0 0.00 0.00 44 Member -10.820.9D+1.6W 90 12.26 100 100 100126.9 35.0 30.81 2 1 0.00 43.55 35 MemberX. -16.761.2D+1.6W 90 17.97 100 100 100161.4 36.0 23.25 2 1 0.00 45.56 72 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 PX-10"DIAPIPE 173.37 0.9D+1.6W 60 35 60 607.15 0 0 0.00 0.00 34 Member HORIZ PSP -3.5"x 0.216" 11.37 1.2D+1.6W 90 35 60 70.25 2 1 0.00 34.99 0.00 32 Bolt Bear DIAG PSP - 4.0" x 0.226" 15.64 1.2D + 1.6W 90 35 60 84.42 2 1 0.00 36.61 0.00 42 Boll Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 154.04 0.91) + 1.6W 300 0.00 0 0 Top Compression 182.34 1.2D+1.6W 240 0.00 0 Sot Tension 190.61 0.9D+1.6W 300 605.88 38 4 1112 A325 But Compression 224.91 1.2D+ 1.6W 240 0.00 0 Page 10 Site Number: 370808 Code: ANSIrrIA-222-G ®2007-2017byATCIPllc. all lights reserved. Site Name: FL Pierce, FL Engineering Number. OAA700810 C3_01 4117/2017 1:36:06 PM Customer: AT&T MOBILITY Force/Stress Summary Section: 3 1 Bot Elev (ft): 50.00 Height (ft): 25.600 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 PX-10"DIAPIPE -161.78 1.2D + 1.6W 12.52 100 100 100 41.4 35.0 464.56 0 0 0.00 0.00 34 MemberX HORIZPSP-2.875"x0.203 .9.81 0.9D+1.6W 90 10.96 100 100 100138.9 35.0 19.95 2 1. 0.00 40.92 49 Member DIAG PSP - 4.0" x 0.226" -16.12 1.213 + 1.6W 90 17.06 100 100 100 153.2 35.0 26.80 2 1 0.00 45.56 62 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 PX -10" DIA PIPE 133.12 1.2D + 1.6W 60 , 35 60 607.16 0 0 0.00 0.00 26 Member HORIZ PSP - 2.875" x 0.203 10.27 1.2D + 1.6W 90 35 60 53.68 2 1 0.00 32.89 0.00 31 Boll Bear DIAG PSP - 4.0" x 0.226" 15.05 1.2D + 1.6W 90 35 60 84.42 2 1 0.00 36.61 0.00 41 Bolt Bear Splice Forces Max S P Pu (kip) Load Case phiRnt (kip) Use % Num Bolts Bolt Type Top Tension 117.06 0.90 + 1.6W 300 0.00 0 0 Top Compression 139.49 1.20+1.6W 240 0.00 0 Bot Tension 154.04 0.913+1.6W 300 415.76 37 4 1318 A325 Sot Compression 182.34 1.2D+1.6W 240 0.00 0 Section: 4 1 Max Compression Member Bot Elev (ft): 75.00 Height (ft): 25.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-8"DIAPIPE-119.001.2D'+1.6W 12.52 100 100 100 52.2 35.0 350.76 0 0 0.00 0.00 33 Member HORIZPSP-2.875"x0.203-8.651.213+1.6W 90 9.662 100 100 100122.4 35.0 24.92 2 1 0.00 40.92 34 Member DIAG PSP - 4.0" x 0.226" -16.22 1.2D + 1.6W 90 16.20 100 100 100 145.6 35.0 28.61 2 1 0.00 46.56 53 Member X Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn Phil Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG PX-8"DIAPIPE 99.24 0.91)+1.6W 60 35 60 403.20 0 0 0.00 0.00 24 Member HORIZ PSP - 2.875" x 0.203 9.01 1.2D + 1.6W 90 35 60 53.68 2 1 0.00 32.89 0.00 27 Bolt Bear DIAG PSP - 4.0" x 0.226" 14.34 1.2D + 1.6W 90 35 60 84.42 2 1 0.00 36.61 0.00 39 Bolt Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) /o Bolts Bolt Type Top Tension 79.67 0.9D+1.6W 60 0.00 0 0 Top Compression 96.84 1.21)+1.6W 240 0.00 0 Bot Tension 117.06 0.91)+1.6W 300 348.88 34 4 1114 A326 Bot Compression 139.49 1.2D+1.6W 240 0.00 0 Page 11 Site Number: 370808 Code: ANSI(rIA-222-G 02007-2017hyATCIPLLC. All rights reserved. ' Site Name: Ft. Pierce, FL Engineering Number: OAA700810_C3_01 4/17/20171:36:06 PM Customer: AT&T MOBILITY Force/Stress Summary Section: 5 1 Bot Elev (ft): 100.0 Height (ft): 25.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-8"DIAPIPE -76.20 1.2D + 1.6W 12.52 100 100 100 52.2 36.0 360.76 0 0 0.00 0.00 21 Member HORIZPSP - 2.375" OD x 0. -12.08 1.2D + 1.6W 90 7.709 100 100 100 117.6 35.0 16.62 2 1 0.00 31.05 72 Member X DIAG PSP - 4.0" x 0.226" -14.56 1.21) + 1.6W 90 15.41 100 100 100 138.3 35.0 31.63 2 1 0.00 45.56 46 Member X Shear Bear Blk Shear Pu Fy Fu Phil Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG PX-8"DIAPIPE 61.47 0.9D+1.6W 60 35 60 403.20 0 0 0.00 0.00 15 Member HORIZ PSP - 2.375" OD x 0. 10.90 1.2D + 1.6W 60 35 60 33.71 2 1 0.00 24.95 0.00 43 Bolt Bear DIAG PSP - 4.0" x 0.226" 13.79 1.2D + 1.6W 90 35 60 84.42 2 1 0.00 36.61 0.00 37 Bolt Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 41.70 0.913+1.6W 60 0.00 0 0 Top Compression 54.02 1.2D+1.6W 240 0.00 0 Bot Tension 79.67 0.9D + 1.6W 60 274.76 29 4 1 118 A325 But Compression 96.84 1.2D+1.6W240 0.00 0 Section: 6 1 Bot Elev (ft):125.0 Height (ft): 25.000 • Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-6"DIAPIPE -49.41 1.2D + 1.6W 6.26 100 100 100 34.2 35.0 244.20 0 0 0.00 0.00 19 MemberX HORIZSAE-4X4X0.25 .0.14 1.2D + 1.6W 60 12.81 100 100 100193.4 35.0 11.71 2 1 48.70 50.40 1 MemberZ DIAG PSP - 4.0" x 0.226" -9.661.213+1.6W 16.33 100 100 100146.6 35.0 28.16 2 1 0.00 45.56 34 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 PX-6"DIAPIPE 39.78 0.9D+1.6W 60 35 60 264.60 0 0 0.00 0.00 15 Member HORIZ SAE -4X4X0.25 0.12 1.2D+1.6W 35 60 61.11 2 1 48.70 40.60 38.36 0Blk Shear DIAG PSP - 4.0" x 0.226" 10.64 1.2D + 1.6W 90 35 60 84.42 2 1 0.00 36.61 0.00 29 Bolt Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) /o Bolts Bolt Type Top Tension 23.03 0.9D + 1.6W 300 0.00 0 0 Top Compression 28.47 1.2D + 1.6W 120 0.00 0 Bot Tension 41.70 0.9D + 1.6W 60 218.08 19 4 1 A325 Bot Compression 54.02 1.20 + 1.6W 240 0.00 0 Page 12 Site Number: 370808 Site Name: Ft. Pierce, FL Customer: AT&T MOBILITY Section: 7 1 Code: ANSIITIA-222-G 02007-2017byATCIPLLC. A/Idghtsmsemed. Engineering Number. OAA700810_C3_01 4/17/20171:36:06 PM Force/Stress Summary Bot Elev (ft):150.0 Height (ft): 25.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-5"DIAPIPE-26.40 1.2D + 1.6W 6.26 200 200 133 81.7 35.0 136.80 0 0 0.00 0.00 19 Member HORIZSAE-3.5x3.5x0.25 -0.281.21)+1.6W 10.21 100 100 100178.1 35.0 12.04 2 1 35.78 43.20 2 Member DIAG PSP - 3.5" x 0.216" -4.00 1.2D + 1.6W 13.96 100 100 100 144.5 35.0 24.13 2 1 0.00 37.32 16 MemberX _ 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 PX - 5" DIA PIPE 21.21 11.21) + 1.6W 60 35 60 192.47 0 0 0.00 0.00 11 Member HORIZ SAE-3.5x3.5x0.25 0.10 11.21)+1.6W 35 60 53.24 2 1 36.78 34.65 31.22 0BIk Shear DIAG PSP - 3.5" x 0.216" 4.39 1.2D + 1.6W 90 35 60 70.25 2 1 0.00 29.94 0.00 14 Bolt Bear Pu phiRnt Use Num Splice Forces Max S P (kip) - Load Case (kip) /o Bolts Bolt Type Top Tension 11.24 0.9D+1.6W 300 0.00 0 0 Top Compression. 14.08 11.21) + 1.6W 120 0.00 0 Bot Tension 23.03 0.91) + 1.6W 300 120.40 19 4 314 A325 Bot Compression 28.47 11.21)+1.6W 120 0.00 0 Section: 8 1 Bot Elev (ft):175.0 Height (ft): 25.000 Shear Bear Pu Len Bracing % F'y Phis Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case . (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) ;/ Controls LEG PX-4"DIAPIPE -12.52 1.2D + 1.6W 6.26 200 200 133101.5 35.0 81.96 0 0 0.00 0.00 15 Member HORIZSAE-2.5X2.5X0.1875 -0.18 1.2D+1.6W 7.606 100 100 100184.4 35.0 5.99 2 1 24.86 27.00 3 Member DIAG PST - 2-112" DIA PIP -2.491.213+1.6W 11.69 100 100 100148.2 35.0 17.52 2 1 0.00 29.23 14 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 PX-4"DIAPIPE 10.04 1.21)+1.6W 60 35 60 138.91 0 0 0.00 0.00 7Member HORIZSAE-2.SX2.SX0.1875 0.17 1.21)+1.6W 60 35 60 28AI 2 1 24.86 21.60 15.79 1Blk Shear DIAG PST - 2-112" DIA PIP 2.741.213+1.6W 90 35 60 53.68 2 1 0.00 23.39 0.00 11 Bolt Bear Max Splice Forces Pu phiRnt Use Num (kip) Load Case (kip) % Bolts Bolt Type Top Tension 2.94 0.9D + 1.6W 300 0.00 0 Top Compression 3.98 1.21)+1.6W 120 0.00 0 Bot Tension 11.24 0.9D+1.6W300 81.36 14 Bot Compression 14.08 1.2D+1.6W 120 0.00 0 Page 13 0 C�1L:i_Fib1 Site Number: 370808 Code: ANSIITIA-222-G 02007-2017byATCIPLLC. Alinghtsmsemed. • Site Name: Ft. Pierce, FL Engineering Number: OAA700810_C3_01 4/17/2017 1:36:06 PM Customer: AT&T MOBILITY Force/Stress Summary Section: 9 1 Bot Elev (ft): 200.0 Height (ft): 20.000 Shear Bear Pu Len Bracing % F'y Phic Pn Num Num phlRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PST-2-1/2"DIAPIP 3.211.21)+1.6W 5.01 200 200 133126.9 35.0 23.53 0 0 0.00 0.00 13 Member HORIZSAE - 2X2X0.1 875 -0.141.213+1.6W 5.523 100 100 100166.2 35.0 5.71 2 1 24.86 27.00 2 MemberZ DIAG PST -2"DIA PIPE -1.101.21)+1.6W 8.887 100 100 100135.5 35.0 13.17 2 1 0.00 22.18 8Member X Shear Bear Bik Shear Pu Fy Fu Phil Pn Num Num phiRnv phlRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG PST-2-1I2"DIAPIP 2.45 11.213+1.6W 60 35 60 53.68 0 0 0.00 0.00 4Member HORIZSAE-2X2X0.1875 0.05 11.213+1.6W 35 60 22.52 2 1 24.86 21.60 14.55 0Blk Shear DIAG PST - 2" DIA PIPE 1.08 1.2D + 1.6W 60 35 60 33.71 2 1 0.00 17.74 0.00 6 Bolt Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) /o Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 0.09 (1.2+0.2Sds)• 0.00 0 Bot Tension 2.94 0.913+1.6W 300 81.36 4 4 518 A325 Bot Compression 3.98 11.21)+1.6W 120 0.00 0 Page 14 Site Number 370808 Code: ANSI/TIA-222-G 02007-2017byATCIPLLC. Alldghfsmsemed. Site Name: Ft. Pierce, FL Engineering Number: OAA700810_C3_01 4/1712017 1:36:06 PM Customer. AT&T MOBILITY Detailed Reactions FX FY FZ Load Case Node (kip) (kip) (kip) (-) = Uplift (+) = Down 1.2D+1.6W Normal 1 0.00 264.95 -33.82 1a 9.30 -100.25 -11.95 1 b -9.30 -100.25 .11.95 1.2D + 1.6W 60 deg 1 -5.57 142.14 -17.84 1a -18.23 142.14 4.10 1 b -25.91 -219.83 -14.96 1.213+1.6W 90 deg 1 -6.60 21.48 -1.99 1a -27.10 230.93 11.96 1b -23.89 -187.97 -9.97 11.21)+1.6W 120 deg 1 -5.70 -100.25 14.03 la -29.29 264.95 16.91 1 b -15.00 -100.25 -2.08 1.213 + 1.6W 180 deg 1 0.00 -219.83 29.92 1a -12.67 142.14 13.74 1b 12.67 142.14 13.74 1.213+1.6W 210 deg 1 3.31 -187.97 25.67 1a 1.53 21.48 6.62 ib 23.90 230.93 17.49 1.2D + 1.6W 240 deg 1 5.70 -100.26 14.03 1a 15.00 -100.25 -2.08 1 b 29.29 264.95 16.91 1.21)+1.6W 300 deg 1 5.67 142.14 -17.84 1a 25.91 -219.83 -14.96 1b 18.23 142.14 4.10 1.213+ 1.6W 330 deg 1 3.19 230.93 -29.46 1a 20.58 -187.97 -15.70 1b 4.97 21.48 -4.64 0.910+1.6W Normal 1 0.00 269.48 -33.32 to 9.73 405.57 42.20 1 b -9.73 -105.57 .12.20 0.913+1.6W 60 deg 1 -5.57 136.72 -17.34 Is -17.80 136.72 3.86 1b -26.34 -225.10 -15.21 0.9D+1.6W 90 deg 1 -6.50 16.11 -1.49 1a -26.67 225.48 11.71 1 b -24.32 -193.25 -10.22 0.9D + 1.6W 120 deg 1 -5.71 -105.57 14.52 1a -28.86 259.48 16.66 1b -15.43 -105.67 -2.32 0.9D+1.6W 180 deg 1 0.00 -225.10 30.41 1a -12.24 136.72 13.49 1b 12.24 136.72 13.49 0.9D+1.6W 210 deg 1 3.31 -193.25 26.17 1a 1.96 16.11 6.38 Page 15 Site Number: 370808 Code: ANSIRIA-222-G Site Name: Ft. Pierce, FL Engineering Number: OAA700810_C3_01 Customer: AT&T MOBILITY 1 b 23.47 225.48 17.24 0.913+1.6W 240 deg 1 5.71 -105.57 14.52 1a 15.43 -105.57 -2.32 1b 28.86 259.48 16.66 0.9D + 1.6W 300 deg 1 5.57 136.72 -17.34 1a 26.34 -226.10 -15.21 1b 17.80 136.72 3.85 0.9D+1.6W 330 deg 1 3.19 225.48 -28.95 la 21.01 -193.25 -15.95 1b 4.54 16.11 -4.89 1.2D + 1.0Di + 1.0WJ Normal 1 0.00 32.09 -2.71 1a -0.62 16.18 0.06 1b 0.62 16.18 0.06 1.2D+1.0Di+1.0Wi 60 deg 1 -0.26 26.74 -1.99 1a -1.85 26.74 0.77 ib -0.13 10.96 -0.07 1.213+1.0D1+1.0Wi 90 deg 1 -0.30 21.48 -1.28 1a -2.25 30.61 1.13 1 b -0.04 12.35 0.15 1.2D+1.0Di+1.OWi 120 deg 1 -0.26 16.18 -0.56 la -2.35 32.09 1.35 1b 0.36 16.18 0.51 1.2D+1.0Di+1,0Wi 180 deg 1 0.00 10.96 0.15 1a -1.59 26.74 1.22 lb 1.59 26.74 1.22 1.2D+1.0131+1.0Wi 210 deg 1 0.15 12.35 -0.04 1a -0.96 21.48 0.90 1b 2.10 30.61 1.39 1.2D+1.0Di+1.0W1240 deg 1 0.26 16.18 -0.56 1a -0.36 16.18 0.51 1b 2.35 32.09 1.35 1.2D+1.ODi+1.0Wi 300 deg 1 0.26 26.74 -1.99 la 0.13 10.96 -0.07 ib 1.85 26.74 0.77 1.2D+1.00i+1.OWi 330 deg 1 0.15 30.61 -2.51 la -0.11 12.35 -0.11 1 b 1.26 21.48 0.38 (1.2+0.2Sds). DL+E Normal M1 1 0.00 31.02 -3.17 1a .1.32 16.87 0.56 1 b 1.32 15.87 0.56 (1.2+ 0.2Sds) • DL + E Normal M2 1 0.00 23.68 -2.30 Ile -1.63 19.64 0.89 1b 1.63 19.64 0.89 �. (1.2 + 0.2Sds)' DL + E 60 deg M1 1 0.17 25.97 -2.59 18 -2.33 25.97 1.14 lb 0.72 10.82 0.42 • (1.2+ 0.2Sds)• DL+E 60 deg M2 1 -0.04 22.30 -2.15 1a -1.88 22.30 1.04 1b 1.48 18.16 0.85 Page 16 @2007-2017hyATCIPLLC. All tights reserved. 4/17/2017 1:36:06 PM Site Number: 370808 Code: ANSUTIA-222-G Site Name: Ft. Pierce, FL Engineering Number: OAA700810 C3_01 Customer: AT&T MOBILITY (1.2+0.2Sds)'DL+E90 deg M1 1 -0.20 20.92 -2.00 1a -2.66 29.67 1.42 lb 0.81 12.18 0.58 (1.2 + 0.2Sds) . DL+ E 90 deg M2 1 -0.05 20.92 -2.00 1a -1.97 23.31 1.11 1 b 1.50 18.53 0.89 (1.2+0.2Sds)*DL+E 120 deg M1 1 -0.17 15.87 -1.42 1a -2.75 31.02 1.59 lb 1.14 16.87 0.86 (1.2+ 0.2Sds) . DL + E 120 deg M2 1 -0.04 19.54 -1.85 1 a - -1.99 23.68 1.15 1 b 1.59 19.54 0.96 (1.2 + 0.2Sds) * DL + E 180 deg M1 1 0.00 10.82 -0.83 1a -2.15 25.97 1.44 1b 2.15 25.97 1.44 (1.2+0.2Sds)*DL+E 180 deg M2 1 0.00 18.16 -1.71 1a -1.84 22.30 1.11 1 b 1.84 22.30 1.11 (1.2+0.2Sds)*DL+E 210 deg M1 1 0.10 12.18 -0.99 1a -1.63 20.92 1.18 1b 2.56 29.67 1.59 (1.2+0.2Sds)'DL+E210 deg, M2 1 0.02 18.53 -1.75 1 a -1.71 20.92 1.04 1b 1.95 23.31 1.15 (1.2 + 0.2Sds) * DL + E 240 deg M7 1 0.17 15.87 -1.42 Is -1.14 15.87 0.86 lb 2.75 31.02 1.69 (1.2+ 0.2Sds) * DL+ E 240 deg M2 1 0.04 19.54 -1.85 1a -1.69 19.54 0.96 1 b 1.99 23.68 1.15 (1.2+ 0.2Sds)• DL+ E 300 deg M7 1 0.17 25.97 -2.59 1a -0.72 10.82 0.42 lb 2.33 25.97 1.14 (1.2+0.25ds) * DL+ E 300 deg M2 1 0.04 22.30 -2.15 1a -1.48 18.16 0.85 1 b 1.88 22.30 1.04 (1.2+0.2Sds)•DL+E 330 deg M7 1 0.10 29.67 -3.02 1a -0.91 12.18 0.41 1b 1.84 20.92 0.83 (1.2 + 0.2Sds) . DL + E 330 deg M2 1 0.02 23.31 -2.26 1a -1.52 18.53 0.86 1 b 1.76 20.92 0.96 (0.9 - 0.2Sds) • DL + E Normal M1 1 0.00 25.43 -2.64 Is -0.85 10.28 0.29 1b 0.85 10.28. 0.29 (0.9 - 0.2Sds) * DL+ E Normal M2 1 0.00 18.09 -1.77 1a -1.16 13.95 0.62 1b 1.16 13.95 0.62 Page 17 ®2007-2017byATCtPLLC. All rights reserved. 4/17/2017 1:36:06 PM Site Number: 370808 Code: ANSIITIA-222-G Site Name: Ft. Pierce, FL Engineering Number: OAA700810_C3_01 Customer: AT&T MOBILITY (0.9 - 0.2Sds)' DL+ E 60 deg M1 1 -0.17 20.38 -2.05 1a -1.86 20.38 0.88 1 b 0.26 5.24 0.15 (0.9-0.2Sds)•DL+E 60 deg M2 1 -0.04 16.71 -1.62 1a -1.42 16.71 0.77 1b 1.01 12.57 0.59 (0.9 - 0.2Sds) • DL+ E 90 deg M1 1 -0.20 15.33 -1.47 1a -2.20 24.07 1.16 1 b 0.34 6.59 0.31 (0.9 - 0.2Sds)' DL + E 90 deg M2 1 -0.05 15.33 -1.47 1a -1.51 17.72 0.84 1b 1.04 12.94 0.63 (0.9-0.2Sds)' DL+ E 120 deg M1 1 -0.17 10.28 -0.88 1a -2.28 25.43 1.32 1 b 0.68 10.28 0.59 (0.9 - 0.2Sds) ` OIL + E 120 deg M2 1 -0.04 13.95 -1.32 1a -1.53 18.09 0.88 tb 1.12 13.95 0.69 (0.9. 0.2Sds)• DL+E 180 deg M1 1 0.00 5.24 -0.30 1a -1.69 _ 20.38 1.18 1b 1.69 20.38 1.18 (0.9 - 0.2Sds) • OIL + E 180 deg M2 1 0.00 12.57 -1.17 1a -1.38 16.71 0.84 1b 1.38 16.71 0.84 (0.9-0.2Sds)•DL+E 210 deg M1 1 0.10 6.59 -0.46 1a -1.17 15.33 0.91 1 b 2.10 24.07 1.33 (0.9-0.2Sds)•OIL +E 210 deg M2 1 0.02 12.94 -1.21 1a -1.25 15.33 0.77 1b 1.48 17.72 0.88 (0.9-0.2Sds)'DL+E 240 deg M1 1 0.17 10.28 -0.88 1a -0.68 10.28 0.59 I 2.28 25.43 1.32 (0.9 - 0.2Sds) • DL + E 240 deg M2 1 0.04 13.95 -1.32 1a -1.12 13.95 0.69 lb 1.53 18.09 0.88 (0.9 - 0.2Sds) • DL + E 300 deg M1 1 0.17 20.38 -2.06 1a -0.26 5.24 0.15 1b 1.86 20.38 0.88 (0.9 - 0.2Sds)' OIL + E 300 deg M2 1 0.04 16.71 -1.62 1a -1.01 12.57 0.59 1b 1.42 16.71 0.77 (0.9-0.2Sds)'DL+E 330 deg M7 1 0.10 24.07 -2.48 1a -0.44 6.59 0.14 - - lb- 1.37 15.33 -0.56 (0.9 - 0.2Sds)' OIL + E 330 deg M2 1 0.02 17.72 -1.73 1a -1.06 12.94 0.58 1b 1.29 15.33 0.69 1.013+ 1.OW Service Normal 1 0.00 58.06 -7.02 Page 18 02007-20176yATCIPUC. AO rights reserved. 4/17/2017 1:36:06 PM Site Number: 370808 Code: ANSIITIA-222.G 92007-2017byATCIPLLC. Alldghtsmsemed. Site Name: FL Pierce, FL Engineering Number. OAA700810 C3_01 4/17/2017 1:36:06 PM Customer: AT&T MOBILITY 1.01)+1.0W Service 60 deg 1.013 + 1.OW Service 90 deg 1.0D + 1.OW Service 120 deg 1.013+1.OW Service 180 deg 1.013 + 1.OW Service 210 deg 1.01) + 1.0W Service 240 deg 1.0D + 1.OW Service 300 deg 1.0D+1.0W Service 330 deg Max Uplift: 225.10(kip) Moment Ice: Max Down: 264.95(kip) Total Down Ice: Max Shear: 33.82(kip) Total Shear Ice: I 0.41 -2.17 -1.36 1 b -0.41 -2.17 -1.36 1 -0.96 37.82 -4.32 1a -4.23 37.82 1.33 1 b 3.20 -21.93 .1.85 1 -1.12 17.90 -1.65 1a -5.72 52.47 2.66 1b -2.86 -16.66 -1.01 1 -0.97 -2.17 1.03 1a -6.08 58.06 3.51 1b -1.38 -2.17 0.32 1 0.00 -21.93 3.69 1a 3.26 37.82 3.00 1b 3.26 37.82 3.00 1 0.56 -16.66 2.98 1a -0.87 17.90 1.79 1b 5.16 52.47 3.62 1 0.97 -2.17 1.03 1a 1.38 -2.17 0.32 1b 6.08 68.06 3.61 1 0.96 37.82 -4.32 1a 3.20 -21.93 -1.85 1b 4.23 37.82 1.33 1 0.56 52.47 -6.28 1a 2.30 -16.66 -1.98 1 b 1.99 17.90 -0.14 261.13 (kip-ft) Moment: 5,996.97 (kip-ft) 1.213+1.6W 240 deg ,64.45 (kip) Total Down: 64.46 (kip) 2.60 (kip) Total Shear: 57.73 (kip) Page 19 Site Number: 370808 Code: ANSI/TIA-222-G 02007-2017byATCIPLLC. Alldghlsreser ed. Site Name: Ft. Pierce, FL Engineering Number: OAA700810_C3_01 4/17/2017 1:36:06 PM Customer: AT&T MOBILITY Deflections and Rotations Elevation Deflection Twist Sway Resultant Load Case (ft) (ft) (deg) (deg) (deg) 122 mph Normal to Face with No Ice 125.00 0.235 0.0096 0.1889 0.1892 122 mph Normal to Face with No Ice 137.50 0.280 0.0092 0.1787 0.1790 122 mph Normal to Face with No Ice 175.00 0.396 0.0102 0.1995 0.1995 122 mph Normal to Face with No Ice 215.00 0.554 0.0092 0.2240 0.2242 122 mph 60 degree with No Ice 125.00 0.232 -0.0095 0.1860 0.1863 122 mph 60 degree with No Ice 137.50 0.277 0.0094 0.1760 0.1763 122 mph 60 degree with No Ice 175.00 0.391 -0.0101 0.1966 0.1966 122 mph 60 degree with No Ice 215.00 0.647 -0.0102 0.2200 0.2203 122 mph 90 degree with No Ice 125.00 0.233 -0.0109 0.1851 0.1852 122 mph 90 degree with No Ice 122 mph 90 degree with No Ice 122 mph 90 degree with No Ice 122 mph 120 degree with No Ice 122 mph 120 degree with No Ice 122 mph 120 degree with No Ice 122 mph 120 degree with No Ice 122 mph 180 degree with No Ice 122 mph 180 degree with No Ice 122 mph 180 degree with No Ice 122 mph 180 degree with No Ice 122 mph 210 degree with No Ice 122 mph 210 degree with No Ice 122 mph 210 degree with No Ice 122 mph 210 degree with No Ice 122 mph 240 degree with No Ice 122 mph 240 degree with No Ice 122 mph 240 degree with No Ice 122 mph 240 degree with No Ice 122 mph 300 degree with No Ice 122 mph 300 degree with No Ice 122 mph 300 degree with No Ice 122 mph 300 degree with No Ice 122 mph 330 degree with No Ice 122 mph 330 degree with No Ice 122 mph 330 degree with No Ice 122 mph 330 degree with No Ice 122 mph Normal to Face with No Ice (Reduced DL) 122 mph Normal toFacewith No Ice (Reduced DL) 122 mph Normal to Face with No Ice (Reduced DL) 122 mph Normal to Face with No Ice (Reduced DL) 122 mph 60 deg with No Ice (Reduced DL) 122 mph 60 deg with No Ice (Reduced DL) 122 mph 60 deg with No Ice (Reduced DL) 122 mph 60 deg with No Ice (Reduced DL) 122 mph 90 deg with No Ice (Reduced DL) 122 mph 90 deg with No Ice (Reduced DL) 122 mph 90 deg with No Ice (Reduced DL) 122 mph 90 deg with No Ice (Reduced DL) 122 mph 120 deg with No Ice (Reduced DL) 122 mph 120 deg with No Ice (Reduced DL) 122 mph 120 deg with No Ice (Reduced DL) 122 mph 120 deg with No Ice (Reduced DL) 122 mph 180 deg with No Ice (Reduced DL) 122 mph 180 deg with No Ice (Reduced DL) 122 mph 180 deg with No Ice (Reduced DL) 137.50 0.276 -0.0106 0.1771 0.1774 175.00 0.393 -0.0117 0.1978 0.1979 216.00 0.647 -0.0112 0.2359 0.2360 125.00 0.235 0.0096 0.1889 0.1892 137.50 0.280 -0.0094 0.1787 0.1790 175.00 0.396 -0.0102 0.1995 0.1995 215.00 0.554 0.0092 0.2240 0.2242 125.00 0.232 0.0094 0.1860 0.1863 137.50 0.277 0.0094 0.1760 0.1763 176.00 0.391 0.0100 0.1966 0.1966 215.00 0.647 0.0085 0.2200 0.2203 125.00 0.233 0.0056 0.1851 0.1852 137.50 0.276 0.0056 0.1771 0.1774 175.00 0.393 0.0058 0.1978 0.1979 215.00 0.547 0.0058 0.2359 0.2360 125.00 0.235 0.0096 0.1889 0.1892 137.50 0.280 0.0092 0.1787 0.1790 175.00 0.396 0.0102 0.1995 0.1995 215.00 0.554 0.0092 0.2240 0.2242 125.00 0.232 0.0094 0.1860 0.1863 137.50 0.277 0.0094 0.1760 0.1763 175.00 0.391 0.0100 0.1966 0.1966 215.00 0.547 0.0085 0.2200 0.2203 125.00 0.233 0.0055 0.1851 0.1852 137.50 0.276 0.0056 0.1771 0.1774 175.00 0.393 0.0058 0.1978 0.1979 215.00 0.547 0.0058 0.2359 0.2360 125.00 0.236 0.0096 0.1887 0.1890 137.50 0.280 0.0092 0.1786 0.1788 175.00 0.396 0.0102 0.1994 0.1994 215.00 0.554 0.0092 0.2238 0.2240 125.00 0.232 -0.0095 0.1860 0.1862 137.50 0.277 0.0094 0.1760 0.1762 175.00 0.391 -0.0101 0.1966 0.1965 215.00 0.646 -0.0102 0.2200 0.2202 126.00 0.233 -0.0109 0.1850 0.1850 137.50 0.276 -0.0106 0.1769 0.1773 175.00 0.392 -0.0117 0.1977 0.1978 215.00 0.546 -0.0112 0.2357 0.2358 125.00 -0.235 0.0096 0.1887 0.1890 137.50 0.280 -0.0094 0.1786 0.1788 175.00 0.396 -0.0102 0.1994 0.1994 215.00 0.554 0.0092 0.2238 0.2240 125.00 0.232 0.0094 0.1860 0.1862 137.50 0.277 0.0094 0.1760 0.1762 175.00 0.391 0.0100 0.1965 0.1965 Page 20 Site Number: 370808 Site Name: Ft. Pierce, FL Customer. AT&T MOBILITY Code: ANSUTIA-222-G ®2007-2017hyATC1PLLC. All rights reserved. Engineering Number: OAA700810_C3_01 411712017 1:36:06 PM 122 mph 180 deg with No Ice (Reduced DL) 215.00 0.546 0.0085 0.2200 0.2202 122 mph 210 deg with No Ice (Reduced DL) 125.00 0.233 0.0055 0.1850 0.1860 122 mph 210 deg with No Ice (Reduced DL) 137.50 0.276 0.0056 0.1769 0.1773 122 mph 210 deg with No Ice (Reduced DL) 175.00 0.392 0.0058 0.1977 0.1978 122 mph 210 deg with No Ice (Reduced DL) 215.00 0.646 0.0068 0.2357 0.2368 122 mph 240 deg with No Ice (Reduced DL) 125.00 0.235 0.0096 0.1887 0.1890 122 mph 240 deg with No Ice (Reduced DL) 137.50 0.280 0.0092 0.1786 0.1788 122 mph 240 deg with No Ice (Reduced DL) 175.00 0.396 0,0102 0.1994 0.1994 122 mph 240 deg with No Ice (Reduced DL) 215.00 0.554 0.0092 0.2238 0.2240 122 mph 300 deg with No Ice (Reduced DL) 125.00 0.232 0.0094 0.1860 0.1862 122 mph 300 deg with No Ice (Reduced DL) 137.50 0.277 0.0094 0.1760 0.1762 122 mph 300 deg with No Ice (Reduced DL) 175.00 0.391 0.0100 0.1965 0.1965 122 mph 300 deg with No Ice (Reduced DL) 215.00 0.546 0.0085 0.2200 0.2202 122 mph 330 deg with No Ice (Reduced DL) 125.00 0.233 0.0055 0.1850 0.1850 122 mph 330 deg with No Ice (Reduced DL) 137.60 0.276 0.0066 0.1769 0.1773 122 mph 330 deg with No Ice (Reduced OL) 175.00 0.392 0.0058 0.1977 0.1978 122 mph 330 deg with No Ice (Reduced DL) 215.00 0.546 0.0058 0.2357 0.2358 30 mph Normal with 0 in Radial Ice 125.00 0.011 0.0004 0.0083 0.0083 30 mph Normal with 0 in Radial Ice 137.50 0.013 0.0004 0.0077 0.0077 30 mph Normal with 0 in Radial Ice 175.00 0.017 0.0004 0.0086 0.0086 30 mph Normal with 0 in Radial Ice 215.00 0.024 0.0004 0.0097 0.0097 30 mph 60 deg with 0 in Radial Ice 125.00 0.012 0.0004 0.0077 0.0077 30 mph 60 deg with 0 in Radial Ice 137.50 0.013 -0.0004 0.0073 0.0074 30 mph 60 deg with 0 in Radial Ice 175.00 0.018 -0.0004 0.0083 0.0083 30 mph 60 deg with 0 in Radial Ice 215.00 0.024 0.0004 0.0093 0.0093 30 mph 90 deg with 0 in Radial Ice 125.00 0.011 -0.0004 0.0080 0.0081 30 mph 90 deg with 0 in Radial Ice 137.50 0.013 -0.0005 0.0076 0.0076 30 mph 90 deg with 0 in Radial Ice 175.00 0.018 -0.0005 0.0084 0.0084 30 mph 90 deg with 0 in Radial Ice 215.00 0.024 -0.0004 0.0101 0.0101 30 mph 120 deg with 0 in Radial Ice 125.00 0.011 0.0004 0.0083 0.0083 30 mph 120 deg with 0 in Radial Ice 137.50 0.013 -0.0004 0.0077 0.0077 30 mph 120 deg with 0 in Radial Ice 175.00 0.017 -0.0004 0.0086 0.0086 30 mph 120 deg with 0 in Radial lee 215.00 0.024 0.0604 0.0097 0.0097 30 mph 180 deg with 0 in Radial Ice 126.00 0.012 0.0004 0.0077 0.0077 30 mph 180 deg with 0 in Radial Ice 137.50 0.013 0.0004 0.0073 0.0074 30 mph 180 deg with 0 in Radial Ice 175.00 0.018 0.0004 0.0083 0.0083 30 mph 180 deg with 0 in Radial Ice 215.00 0.024 0.0004 0.0093 0.0093 30 mph 210 deg with 0 in Radial Ice 125.00 0.011 0.0003 0.0080 0.0081 30 mph 210 deg with 0 in Radial Ice 137.50 0.013 0.0002 0.0076 0.0076 30 mph 210 deg with 0 in Radial Ice 175.00 0.018 0.0002 0.0084 0.0084 30 mph 210 deg with 0 in Radial Ice 215.00 0.024 0.0003 0.0101 0.0101 30 mph 240 deg with 0 in Radial Ice 125.00 0.011 0.0004 0.0083 0.0083 30 mph 240 deg with 0 in Radial Ice 137.60 0.013 0.0004 0.0077 0.0077 30 mph 240 deg with 0 in Radial Ice 176.00 0.017 0.0004 0.0086 0.0086 30 mph 240 deg with 0 in Radial Ice 215.00 0.024 0.0004 0.0097 0.0097 30 mph 300 deg with 0 in Radial Ice 125.00 0.012 0.0004 0.0077 0.0077 30 mph 300 deg with 0 in Radial Ice 137.50 0.013 0.0004 0.0073 0.0074 30 mph 300 deg with 0 in Radial Ice 175.00 0.018 0.0004 0.0083 0.0083 30 mph 300 deg with 0 in Radial Ice 215.00 0.024 0.0004 0.0093 0.0093 30 mph 330 deg with 0 in Radial Ice 125.00 0.011 0.0003 0.0080 0.0081 30 mph 330 deg with 0 in Radial Ice 137.50 0.013 0.0002 0.0076 0.0076 30 mph 330 deg with 0 in Radial Ice 176.00 0.018 0.0002 0.0084 0.0084 30 mph 330 deg with 0 in Radial Ice 216.00 0.024 0.0003 0.0101 0.0101 Seismic Normal M1 125.00 0.010 0.0005 0.0090 0.0090 Seismic Normal M1 137.50 0.012 0.0004 0.0085 0.0085 Seismic Normal M7 175.00 0.018 0.0006 0.0097 0.0098 Seismic Normal M1 216.00 0.025 0.0005 0.0107 0.0108 Seismic Normal M2 125.00 0.003 0.0002 0.0030 0.0030 Seismic Normal M2 137.50 0.003 0.0001 0.0027 0.0027 Seismic Normal M2 175.00 0.005 0.0001 0.0034 0.0034 Seismic Normal M2 215.00 0.008 0.0002 0.0040 0.0040 Seismic 60 deg M1 125.00 0.010 0.0004 0.0085 0.0085 Page 21 Site Number: 370808 Code: ANSIITIA-222-G 02007-2017byATCIPLLC. Alldghfsmsewed. Site Name: Ft. Pierce, FL Engineering Number: OAA700810_C3_01 4/1712017 1:36:06 PM Customer: AT&T MOBILITY Seismic 60 deg M1 137.50 0.012 0.0004 0.0083 0.0083 Seismic 60 deg M7 175.00 0.018 -0.0005 0.0095 0.0095 Seismic 60 deg M1 215.00 0.026 0.0004 0.0103 0.0103 Seismic 60 deg M2 125.00 0.003 0.0002 0.0028 0.0028 Seismic 60 deg M2 137.50 0.003 -0.0001 0.0026 0.0026 Seismic 60 deg M2 175.00 0.005 -0.0002 0.0034 0.0034 Seismic 60 deg M2 215.00 0.008 0.0002 0.0036 0.0036 Seismic 90 deg M7 125.00 0.010 -0.0005 0.0089 0.0089 Seismic 90 deg M7 137.50 0.012 -0.0005 0.0085 0.0085 Seismic 90 deg Ml 175.00 0.018 -0.0006 0.0096 0.0096 Seismic 90 deg M7 215.00 0.025 -0.0005 0.0113 0.0113 Seismic 90 deg M2 125.00 0.003 -0.0001 0.0029 0.0030 Seismic 90 deg M2 137.50 0.003 -0.0002 0.0026 0.0026 Seismic 90 deg M2 175.00 0.005 -0.0002 0.0035 0.0035 Seismic 90 deg M2 215.00 0.008 -0.0001 0.0042 0.0042 Seismic 120 deg M1 125.00 0.010 0.0005 0.0090 0.0090 Seismic 120 deg M1 137.60 0.012 -0.0004 0.0085 0.0085 Seismic 120 deg M7 176.00 0.018 -0.0005 0.0097 0.0098 Seismic 120 deg Mt 215.00 0.025 0.0005 0.0107 0.0108 Seismic 120 deg M2 125.00 0.003 0.0002 0.0030 0.0030 Seismic 120 deg M2 137.50 0.003 -0.0001 0.0027 0.0027 Seismic 120 deg M2 175.00 0.005 -0.0002 0.0034 0.0034 Seismic 120 deg M2 216.00 0.008 0.0002 0.0040 0.0040 Seismic 180 deg Ml 125.00 0.010 0.0004 0.0085 0.0085 Seismic 180 deg Ml 137.50 0.012 0.0004 0.0083 0.0083 Seismic 180 deg M7 175.00 0.018 0.0005 0.0095 0.0095 Seismic 180 deg M1 215.00 0.025 0.0004 0.0103 0.0103 Seismic 180 deg M2 126.00 0.003 0.0002 0.0028 0.0028 Seismic 180 deg M2 137.60 0.003 0.0001 0.0026 0.0026 Seismic 180 deg M2 175.00 0.005 0.0001 0.0034 0.0034 Seismic 180 deg M2 215.00 0.008 0.0002 0.0036 0.0036 Seismic 210 deg M7 125.00 0.010 0.0003 0.0089 0.0089 Seismic 210 deg M7 137.50 0.012 0.0003 0.0085 0.0085 Seismic 210 deg M7 176.00 0.018 0.0003 0.0096 0.0096 Seismic 210 deg M7 215.00 0.026 0.0003 0.0113 0.0113 Seismic 210 deg M2 125.00 0.003 0.0001 0.0029 0.0030 Seismic 210 deg M2 137.50 0.003 0.0001 0.0026 0.0026 Seismic 210 deg M2 175.00 0.006 0.0001 0.0035 0.0035 Seismic 210 deg M2 216.00 0.008 0.0001 0.0042 0.0042 Seismic 240 deg Ml 125.00 0.010 0.0005 0.0090 0.0090 Seismic 240 deg Ml 137.60 0.012 0.0004 0.0085 0.0085 Seismic 240 deg M7 175.00 0.018 0.0005 0.0097 0.0098 Seismic 240 deg M1 215.00 0.025 0.0005 0.0107 0.0108 Seismic 240 deg M2 125.00 0.003 0.0002 0.0030 0.0030 Seismic 240 deg M2 137.50 0.003 0.0001 0.0027 0.0027 Seismic 240 deg M2 175.00 0.005 0.0001 0.0034 0.0034 Seismic 240 deg M2 215.00 0.008 0.0002 0.0040 0.0040 Seismic 300 deg M1 126.00 0.010 0.0004 0.0085 0.0085 Seismic 300 deg M7 137.50 0.012 0.0004 0.0083 0.0083 Seismic 300 deg M7 175.00 0.018 0.0005 0.0095 0.0095 Seismic 300 deg M1 215.00 0.025 0.0004 0.0103 0.0103 Seismic 300 deg M2 125.00 0.003 0.0002 0.0028 0.0028 Seismic 300 deg M2 137.50 0.003 0.0001 0.0026 0.0026 Seismic 300 deg M2 175.00 0.005 0.0001 0.0034 0.0034 Seismic 300 deg M2 215.00 0.008 0.0002 0.0036 0.0036 Seismic 330 deg Ml- - - 125.00 - - -0.010 0.0003 0.0089- 0.0089 Seismic 330 deg M7 137.60 0.012 0.0003 0.0085 0.0085 Seismic 330 deg M7 175.00 0.018 0.0003 0.0096 0.0096 Seismic 330 deg Ml 215.00 0.025 0.0003 0.0113 0.0113 Seismic 330 deg M2 125.00 0.003 0.0001 0.0029 0.0030 Seismic 330 deg M2 137.50 0.003 0.0001 0.0026 0.0026 Seismic 330 deg M2 175.00 0.005 0.0001 0.0035 0.0036 Page 22 Site Number: 370808 Cede: ANSI/TIA-222-13 02007-2017byATCIPLLC. Alinghtsmsewed. Site Name: FL Pierce, FL Engineering Number. OAA700810_C3_01 Customer: AT&T MOBILITY 4/17/2017 1:36:06 PM Seismic 330 deg M2 215.00 0.008 0.0001 0.0042 0.0042 Seismic (Reduced DL) Normal M1 126.00 0.010 0.0005 0.0088 0.0088 Seismic (Reduced DL) Normal M1 137.50 0.012 0.0004 0.0084 0.0084 Seismic (Reduced DL) Normal Ml 175.00 0.018 0.0005 0.0097 0.0097 Seismic (Reduced DL) Normal Ml 215.00 0.025 0.0005 0.0107 0.0107 Seismic (Reduced DL) Normal M2 125.00 0.003 0.0001 0.0029 0.0029 Seismic (Reduced DL) Normal M2 137.50 0.003 0.0001 0.0027 0.0027 Seismic (Reduced DL) Normal M2 175.00 0.006 0.0001 0.0033 0.0033 Seismic (Reduced DL) Normal M2 215.00 0.008 0.0002 0.0039 0.0039 Seismic (Reduced DL) 60 deg M1 125.00 0.010 0.0004 0.0084 0.0084 Seismic (Reduced DL) 60 deg M1 137.60 0.012 0.0004 0.0083 0.0083 Seismic (Reduced DL) 60 deg M1 176.00 0.018 -0.0005 0.0095 0.0096 Seismic (Reduced DL) 60 deg M7 216.00 0.025 -0.0004 0.0103 0.0103 Seismic (Reduced DL) 60 deg M2 125.00 0.003 0.0001 0.0027 0.0027 Seismic (Reduced DL) 60 deg M2 137.50 0.003 -0.0001 0.0026 0.0026 Seismic (Reduced DL) 60 deg M2 175.00 0.005 -0.0002 0.0033 0.0033 Seismic (Reduced DL) 60 deg M2 215.00 0.008 0.0001 0.0036 0.0036 Seismic (Reduced DL) 90 deg M1 125.00 0.010 -0.0005 0.0088 0.0088 Seismic (Reduced DL) 90 deg Ml 137.50 0.012 -0.0005 0.0085 0.0086 Seismic (Reduced DL) 90 deg Ml 175.00 0.018 -0.0006 0.0095 0.0095 Seismic (Reduced DL) 90 deg Ml 215.00 0.025 -0.0005 0.0112 0.0112 Seismic (Reduced DL) 90 deg M2 125.00 0.003 -0.0001 0.0028 0.0028 Seismic (Reduced DL) 90 deg M2 137.60 0.003 -0.0002 0.0026 0.0026 Seismic (Reduced DL) 90 deg M2 175.00 0.005 -0.0002 0.0034 0.0034 Seismic (Reduced DL) 90 deg M2 215.00 0.008 -0.0001 0.0041 0.0041 Seismic (Reduced DL) 120 deg M1 125.00 0.010 0.0005 0.0088 0.0088 Seismic (Reduced DL) 120 deg M1 137.50 0.012 -0.0004 0.0084 0.0084 Seismic (Reduced DL) 120 deg M7 175.00 0.018 -0.0005 0.0097 0.0097 Seismic (Reduced DL) 120 deg M7 215.00 0.025 0.0005 0.0107 0.0107 Seismic (Reduced DL) 120 deg M2 125.00 0.003 0.0001 0.0029 0.0029 Seismic (Reduced DL)120 deg M2 137.50 0.003 -0.0001 0.0027 0.0027 Seismic (Reduced OL)120 deg M2 175.00 0.005 -0.0002 0,0033 0.0033 Seismic (Reduced DL) 120 deg M2 215.00 0.008 0.0002 0.0039 0.0039 Seismic (Reduced DL) 180 deg Ml 125.00 0.010 0.0004 0.0084 0.0084 Seismic (Reduced DL) 180 deg Ml 137.60 0.012 0.0004 0.0083 0.0083 Seismic (Reduced DL) 180 deg.M1 175.00 0.018 0.0005 0.0095 0.0095 Seismic (Reduced DL) 180 deg M7 215.00 0.025 0.0004 0.0103 0.0103 Seismic (Reduced DL) 180 deg M2 125.00 0.003 0.0001 0.0027 0.0027 Seismic (Reduced DL) 180 deg M2 137.50 0.003 0.0001 0.0026 0.0026 Seismic (Reduced DL) 180 deg M2 175.00 0.005 0.0001 0.0033 0.0033 Seismic (Reduced DL) 180 deg M2 215.00 0.008 0.0001 0.0036 0.0036 Seismic (Reduced DL) 210 deg M7 125.00 0.010 0.0003 0.0088 0.0088 Seismic (Reduced DL) 210 deg M7 137.60 0.012 0.0003 0.0085 0.0085 Seismic (Reduced DL) 210 deg Mt 175.00 0.018 0.0003 0.0095 0.0095 Seismic (Reduced DL) 210 deg Mt 215.00 0.025 0.0003 0.0112 0.0112 Seismic (Reduced DL) 210 deg M2 125.00 0.003 0.0001 0.0028 0.0028 Seismic (Reduced DL) 210 deg M2 137.50 0.003 0.0001 0.0026 0.0026 Seismic (Reduced DL) 210 deg M2 175.00 0.005 0.0001 0.0034 0.0034 Seismic (Reduced DL) 210 deg M2 215.00 0.008 0.0001 0.0041 0.0041 Seismic (Reduced UL) 240 deg M7 125.00 0.010 0.0005 0.0088 0.0088 Seismic (Reduced DL) 240 deg M7 137.50 0.012 0.0004 0.0084 0.0084 Seismic (Reduced DL) 240 deg M1 176.00 0.018 0.0005 0.0097 0.0097 Seismic (Reduced DL) 240 deg M1 216.00 0.025 0.0005 0.0107 0.0107 Seismic (Reduced DL) 240 deg M2 125.00 0.003 0.0001 0.0029 0.0029 Seismic (Reduced DL) 240 deg M2 137.50 0.003 0.0001 0.0027 0.0027 Seismic (Reduced DL) 240 deg M2 175.00 0.005 0.0001 0.0033 0.0033 Seismic (Reduced DL) 240 deg M2 216.00 0.008 0.0002 0.0039 0.0039 Seismic (Reduced DL) 300 deg M1 126.00 0.010 0.0004 0.0084 0.0084 Seismic (Reduced DL) 300 deg M1 137.50 0.012 0.0004 0.0083 0.0083 Seismic (Reduced DL) 300 deg M1 175.00 0.018 0.0005 0.0095 0.0095 Seismic (Reduced DL) 300 deg M1 215.00 0.025 0.0004 0.0103 0.0103 Seismic (Reduced DL) 300 deg M2 126.00 0.003 0.0001 0.0027 0.0027 Page 23 Site Number: 370808 Site Name: Ft. Pierce, FL Customer., AT&T MOBILITY Code: ANSIRIA-222-G 02007-2017byATCIPLLC. AIinght msemed. Engineering Number: OAA700810_C3_01 4/17/2017 1:36:06 PM Seismic (Reduced DL) 300 deg M2 137.50 0.003 0.0001 0.0026 0.0026 Seismic (Reduced DL) 300 deg M2 175.00 0.006 0.0001 0.0033 0.0033 Seismic (Reduced DL) 300 deg M2 215.00 0.008 0.0001 0.0036 0.0036 Seismic (Reduced DL) 330 deg Mt 125.00 0.010 0.0003 0.0088 0.0088 Seismic (Reduced DL) 330 deg M1 137.50 0.012 0.0003 0.0085 0.0085 Seismic (Reduced DL) 330 deg M1 175.00 0.018 0.0003 0.0095 0.0095 Seismic (Reduced DL) 330 deg M1 216.00 0.025 0.0003 0.0112 0.0112 Seismic (Reduced DL) 330 deg M2 125.00 0.003 0.0001 0.0028 0.0028 Seismic (Reduced DL) 330 deg M2 137.50 0.003 0.0001 0.0026 0.0026 Seismic (Reduced DL) 330 deg M2 175.00 0.005 0.0001 0.0034 0.0034 Seismic (Reduced DL) 330 deg M2 215.00 0.008 0.0001 0.0041 0.0041 Serviceability.60 mph Wind Normal 125.00 0.038 0.0016 0.0309 0.0309 Serviceability -60 mph Wind Normal 137.50 0.046 0.0015 0.0294 0.0294 Serviceability-60 mph Wind Normal 175.00 0.065 0.0017 0.0329 0.0330 Serviceability - 60 mph Wind Normal 215.00 0.091 0.0016 0.0373 0.0373 Serviceability - 60 mph Wind 60 deg 125.00 0.038 0.0016 0.0300 0.0300 Serviceability - 60 mph Wind 60 deg 137.60 0.045 0.0015 0.0287 0.0287 Serviceability - 60 mph Wind 60 deg 175.00 0.064 -0.0017 0.0325 0.0325 Serviceability-60 mph Wind 60 deg 215.00 0.090 -0.0016 0.0361 0.0362 Serviceability -60 mph Wind 90 deg '125.00 0.038 -0.0018 0.0303 0.0303 Serviceability -60 mph Wind 90 deg 137.50 0.045. -0.0017 0.0291 0.0291 Serviceability - 60 mph Wind 90 deg 175.00 0.064 -0.0019 0.0325 0.0326 Serviceability - 60 mph Wind 90 deg 216.00 0.090 -0.0017 0.0393 0.0393 Serviceability - 60 mph Wind 120 deg 125.00 0.038 0.0016 0.0309 0.0309 Serviceability - 60 mph Wind 120 deg 137.50 0.046 -0.0016 0.0294 0.0294 Serviceability- 60 mph Wind 120 deg 175.00 0.065 -0.0017 0.0329 0.0330 Serviceability - 60 mph Wind 120 deg 215.00 0.091 0.0016 0.0373 0.0373 Serviceability-60 mph Wind 180 deg 125.00 0.038 0.0015 0.0300 0.0300 Serviceability-60 mph Wind 180 deg 137.50 0.045 0.0015 0.0287 0.0287 Serviceability-60 mph Wind 180 deg 175.00 0.064 0.0017 0.0325 0.0325 Serviceability -60 mph Wind 180 deg 215.00 0.090 0.0014 0.0361 0.0362 Serviceability - 60 mph Wind 210 dog 125.00 0.038 0.0009 0.0303 0.0303 Serviceability - 60 mph Wind 210 deg 137.50 0.045 0.0009 0.0291 0.0291 Serviceability - 60 mph Wind 210 deg 175.00 0.064 0.0010 0.0325 0.0326 Serviceability - 60 mph Wind 210 deg 215.00 0.090 0.0010 0.0393 0.0393 Serviceability- 60 mph Wind 240 deg 125.00 0.038 0.0016 0.0309 0.0309 Serviceability - 60 mph Wind 240 deg 137.50 0.046 0.0015 0.0294 0.0294 Serviceability - 60 mph Wind 240 deg 175.00 0.066 0.0017 0.0329 0.0330 Serviceability - 60 mph Wind 240 deg 215.00 0.091 0.0016 0.0373 0.0373 Serviceability - 60 mph Wind 300 deg 125.00, 0.038 0.0015 0.0300 0.0300 Serviceability - 60 mph Wind 300 deg 137.50 0.045 0.0015 0.0287 0.0287 Serviceability - 60 mph Wind 300 deg 176.00 0.064 0.0017 0.0325 0.0325 Serviceability - 60 mph Wind 300 deg 215.00 0.090 0.0014 0.0361 0.0362 Serviceability - 60 mph Wind 330 deg 125.00 0.038 0.0009' 0.0303 0.0303 Serviceability - 60 mph Wind 330 deg 137.60 0.045 0.0009 0.0291 0.0291 Serviceability - 60 mph Wind 330 deg 175.00 0.064 0.0010 0.0325 0.0326 Serviceability -60 mph Wind 330 deg 216.00 0.090 0.0010 0.0393 0.0393 Page 24