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STRUCTURAL ANALYSIS REPORT
A AMERICAN TOWER® C O R P O R A T I O N Structural Analysis Report SCBVNED St.Lucie Caun ry Structure : 114ftMonopole ATC Site Name : Russakis Indrio Rd FL, FL ATC Site Number : 412253 Engineering Number : OAA714318 C3_01 proposed.Carrier : AT&T Mobility Carrier Site Name : Ondrio Carrier Site Number : 10036833 Site Location : 4690 Emerson Ave Fort Pierce, FL 34951-1615 27.5.19100,-80.414800 County, St Lucie ��XI 11111, ii `��OQ`y VAC EN3F Date October 13, 2017 4 No. 77268 Max Usage : 96% = r. OF Result : Pass OR% NAL nnnl Prepared By: Reviewed By: Bryan Lamer, PE Annika A. Venning, E.I. ATC Tower Servicesiric. Structural Engineer.I 350DD_Reegen`y Parkway, uitCary, NC 27518 FL ENG. NO.-77268 Bryan Lanier Oct 17 2017 4.14 PM i cosign. COA: 9053 ATCTower Servkes LLC-3500 Regency Parkway, Suite 200-6ry; NC 2751S-919-46"212 Office -919d66-S416 Fax - www.amerkantawercorn I A AMERICAN TOWER• I.. .... I... Eng. Number OAA714318_C3_01 October 13, 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 ATCTower Semko LLC-3500 Regency Parkway, Suite IOO -Cary, NC 27518.919-468-0112 Office-919-466.5414 Fax-www.americantower.com G3 AMERICAN TOWER• CORPORATION Introduction Eng. Number OAA714318 C3 01 October 13, 2017 Page 1 The purpose of this report is to summarize results of a structural analysis performed on the 114 ft monopole to reflect the change in loading by AT&T Mobility. Supporting Documents Tower'Drawings MappedbyTEP Report #67096-77631, dated March 17, 2016 Foundation Drawing Mapped byTEP Report #67096-77631, dated March 17,2016 Geotechnical Report I PSI Project #771=15036, dated April 24, 2001 ' 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, Vult) Basic Wind Speed w/ Ice: No Ice Considered Code: ANSI/TIA-222-G/ 2012 IBC/ Sth Ed. (2014) Florida Building Code Structure Gass: .. II Exposure Category, C Topographic Category: 1 Crest Height: 0 ft S I Response: Ss = 0.06, S1= 0.03 Site Class: D-St'rff5oil 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. ATCTower Services LLC-35DO Regency Parkway, SuIte 200- Cary, NC 27528 - 919-46"112 Office -929-466-5414 Fax - www.annericantowerx6rn KIM AMERICAN TOWER• c Uxr"n,.... Existing and Reserved Equipment Eng. Number OAA714318_C3_01 October 13, 2017 Page 2 Elevation' (ft) City Antenna Mountiype Unes Carrier Mount RAD 114.0 117.0 3 Commsco eATSBTTOP-FM4G Low Profile Platform (12)15/8" Coax Verizon 6 CSS DBC-7CAP 3 - CSS X7-665-4 6 JIMAWireless X7CCAP-665-VRO' 1 VZW Unused Reserve:20,494 so in 101.0 101.0 12 Kathrein86010025 T-Anus (3) 3/8" RET Control Cable (12)15/8" Coax (2) 0.78" 8 AWG.6 (1) 0.35" Fiber AT&T Mobility 6 - RFS FDGW5504/3C-3 - 2 RFSATM3920128-0 4 RFS ATM19801712-0 : 3 Ericsson RRUS-11 2 Kath.rein 742264 . - 4 Kathrein 800 10121 Equipment to be Removed Elevation' (ft) QtV Antenna Mount Type Unes Carder Mount RAD 101.0 101.0 3 Kathrein80010764 AT&T Mobility 3 Ericsson RRUS-11 1 Raycap DC6.48-60-0-8F Proposed Equipment Elevation' (ft) CRY Antenna Mount Type Unes Carrier Mount RAD 101.0 101.0 1 - Raycap DC6-48-60-18-8F T-Arms - AT&TMobility 3 Ericsson RRUS 32 B2 3 C6mmscop6SBNHH-1D85B '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). ATC Tower Services LLC-3500 Regency Parkway, Suite 100- Cary, NC 27518-919468-0112 ONke-919466-5424 Fax-www.americantower.com A AMERICAN TOWER• ca n.r o R AT 10• Structure Usages Eng. Number OAA714318_0_01 October 13, 2017 Page 3 Structural Component Controlling Usage Pass/Fail Anchor Bolts 43% Pass Shaft 96% Pass Base Plate 15% Pass Foundations Reaction Component Original Design Factored Design Analysis Reactions % of Design Reactions Reactions" Moment (Kips -Ft) _ 2,814.0 3,798.9 3,341.3 88% Shear (Kips) 32.0 43.2 MA. 84% • The design reactions are factored by 1.35 per ANSI/TIA-222-G, Sec: 15.5.1 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Deflection and SWav* Antenna Elevation (ft) Antenna Carrier Deflection (ft) Sway (Rotation) (,) 101.0 Raycap DC6-48-60-18-8F AT&T Mobility 0.887 1.158. Ericsson RR US 32 B2. Commscope SBNHH-11385B *Deflection and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/riA-222-G ATC Tower Services LLc-3500 Regency Parkway, Suite 200- Cary, NC 27518- 9194168-0112 Office -919A66-5414 Fax - www:amertcantower:wm A AMERICAN TOWER' co e e o RwT l ON 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. ATC Tower Servke LLC-3500 Regenry Parkway, Sufte 100-Cary, NC27518-91946"112 Office-919-466-5414 Fax-www.amerkaniower.mm ®2007-2017byATC1PL1.C. Affrights reserved. 114-W 101' 01 kg 32' V-0' 59' . %,_l. o'o• Job Information Pole: 412253 Code: ANSIITIA422-G Description : 114 ft FW.T Monopole Client : AT&T MOBILITY Struct Class : II Location : Russakis Indrio Rd FL, FL Shape : 18 Sides Exposure: C Height: 114.00 (ft) Topo : 1 Base Elev (ft): 0.00 Taper: 0.348251in/ft) Sections. Properties Diameter (in) Overlap Steel Shaft Length Accross Flats Thick Joint Length Taper Grade Section (ft).. Top Bottom . (In) Type .(in) (in/ft) (ksi) 1 53.000 35.24 53.70 0.313 0.000 0.348300 65 2 53.000 19.12 37.58 0.313 Slip Joint 59.000 0.348300 65 3 15.583 14.99 26.42 0.188 Slip Joint . 32.000 0.348300 65 Discrete Appurtenance Attach 'Force Elev:.(ft) Elev (ft). City Description 114.000- 117.000 1 VZW Unused Reserve: 20,494 114.000 117.000 6 JMA Wireless X7COAP-665- 114.000 117.000 3 CBS X7-665.4 114.600 117.000 6 CSS DBC-7CAP 114.000 117.000 3 Commscope ATSBT-TOP-FM- 114.000 114.000 1 Round Low Profile Platform 101.000 101.000 3 Commscope SBNHH-1D85B 101.000 101.000 3 Ericsson RRUS 32 B2 101.000 - 101.000 1 Raycap DC6.48-60-18-8F 101.000 101.00o 3 Ericsson RRUS-11 101.000 101.000 3 Round T-Arm 101.000 101.000 2 Kathrein Scala 742 264. 101.000 101.000 4 Kathrein Scala.800 10121 101.000 .101.000 4 RFS ATM19801712.0 101.000 101.000 2 RFS ATM1920128.0 101.000 101.000 6 RFS FDGW550413C-3 101.000 - 101.000 12 Kathrein Scala860. 10025 Linear Appurtenance Elev (ft) .. Exposed - From To Description To Wind 88.080' 98.080 PL 2.5 x 0.75" Yes 78.080 88.080 PL 3 x 0.75" Yes 68.080 78.080 PL 3.5" x 1" Yes 58.080. 68.080 PL 4.5 x 1.0" Yes 48.080 58.080 PL 5" x 1.25" Yes 40.080: 48.080 PL 5.5 x 1.25 Yes 30.170: 40.080 PL 6.x 1.25 Yes 20.170 30.170 PL 6.5" x 0.75" Yes 10.000: 20.170 PL 7" x 1" Yes 2.000 10.000 PL 8" x 1" Yes 0.000. 101.0 0.35" (9mm) Fiber No 0.000 101.0 0.78" (19.7mm) 8 No 0.000 101.0 1 5/8" Coax No 0.000 101.0 318" RET Control No 0.000 114.0 1 518", coax No Load'Cases 1.213'+ 1.6W 122 moh with No Ice ' 114-V 10nor-W .74 W-51 55-0' 5V 48'-Y 0'0' 0.913 + 1.6W 122 mph with No Ice (Reduced DL) (1.2+0.2Sds)•DL+E Seismic Equivalent Lateral Forces Method (1.2+0.2Sds)'DL+E Seismic Equivalent Modal Analysis Method (0.9 - 0.2Sds) • DL + E Seismic (Reduced DL) Equivalent Lateral (0.9-.0.2Sds) • DL + E Seismic (Reduced DL) Equivalent Modal COD +1.OW Serviceability 60mph Reactions " Moment Shear Axial - Load Case (kip-ft) (kip) (kip) 1.213 + 1.6W 3341.27 36.39 31.68 0.91) + 1.6W 3318.60 36.37 23.74 (1.2+0.2Sds)•DL+E ELFM 93.43 1.03 30.58 (1_2+0.2Sds)9DL+E EMAM 76.92 0.79 30.58 (0.9 -. 0.2Sds) • DL + E ELFM 92.82 1.03 22.40 (0.9-0.2Sds)•DL+E EMAM 76.38 0.79 22.40 COD +IAW 504.09 5.50 26.46 Dish Deflections Attach Deflection Rotation Load Case Eiev,(ft) (in) (deg) .0.00 0.000, 0.000 0.24 0.51 mm -, 57 0.73 I■�•••� 0.82 ' I..... 0.83 !..®...�084 85 0.86 111 MIS, 0.92 0.93 0.93 0.94 0.94 _I_ 0.95 0.96 Site Number: 412253 Code: ANSI/TIA-222-G 02007-2017by ATCIPLLC. AlIdghtsmserved. Site Name: Russakis Indrio Rd FL, FL Engineering Number: OAA714318_C3_01 10113/2017 3:24:00 PM Customer: AT&T MOBILITY Analvsis Parameters Location: ST LUCIE County, FL Height (ft): 114 Code: ANSIrrIA-222-G Base Diameter (in): 53.70 Shape: 18 Sides Top Diameter (In): 15.00 Pole Type: Taper Taper (in/ft) : 0.348 Pole Manfacturer: FWT Rotation (deg) : 0.00 Ice & Wind Parameters Structure Class: II Design Wind Speed Without Ice: 122 mph Exposure Category: C Design Wind Speed With Ice: 0 mph Topographic Category: 1 Operational Wind Speed: 60 mph Crest Height: 0.0 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): 1.57 TL (sec): 8 p: 1.3 s' 0.030 S.: 0.057 St: 0.030 C , Max: 0.030 F.: 1.600 Fes: 2A00 C. Min: 0.030 Sa,: 0.061 Sat: 0.048 Load Cases 1.213 + 1.6W 122 mph with No Ice 0.913 + 1.6W 122 mph with No Ice (Reduced DL) (1.2+0.2Sds)' DL+E ELFM Seismic Equivalent Lateral Farces Method (1.2+0.2Sds)'DL+E EMAM Seismic Equivalent Modal Analysis Method (0.9 - 0.2Sds) • DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method (0.9 - 0.2Sds) • DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method 11.013 + 1.0W Serviceability 60 mph Page: 1 Site Number:412253 Code:ANSI/TIA-222-G0 2007-2017byATCIPI.LC.Allrightsreserved. Site Name: Russakis Indrio Rd FL, FL Engineering Number: OAA714318_C3_01 10/13/2017 3:24:00 PM Customer: AT&T MOBILITY Shaft Section Properties Bottom Top Slip Sect Length Thick Fy Joint Joint Wei ht Da Elev Area Ix wit Olt Dia Elev Area Ix Wit D/t Taper In (ft) (in) (ksi) Type Len (in) (Ib� (in) (ft) (in 2) (in4) Ratio Ratio (in) (ft) (In2) (in4) Ratio Ratio (in/ft) 1-18 53.000 0.3125 65 0.00 7,899 53.70 0.00 52.95 19068.4 28.89 171.84 35.24 53.00 34.64 5340.6 18.47 112.78 0.348256 2-18 53.000 0.3125 65 Slip 59.00 5,015 37.58 48.08 36.96 6486.0 19.79 120.26 19.12 101.08 18.66 833.9 9.38 61.19 0.348256 3-18 15.583 0.1875 65 Slip 32.00 553 20.42 98.42 12.04 623.3 17.80 108.94 14.99 114.00 8.81 244.3 12.69 79.99 0.348256 Shaft Weight 13,467 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Elev Weight EPAa Orientation Weight EPAa Orientation From Face Ecc (ft) Description Qty (lb) (sf) Factor (lb) (sf) Factor (ft) (ft) 114.00 Commscope ATSBT-TOP-FM- 3 1.80 0.200 0.50 0.00 0.000 0.50 0.000 3.000 114.00 CSS DBC-7CAP 6 3.30 0.720 0.50 0.00 0.000 0.50 0.000 3.000 114.00 CSS X7-665-4 3 27.40 8.410 0.68 0.00 0.000 0.68 0.000 3.000 114.00 JMA Wireless X7CQAP-665- 6 46.20 9.550 - 0.67 0.00 0.000 0.67 0.000 3.000 114.00 Round Low Profile Platform 1 1500.00 21.700 1.00 0.00 0.000 1.00 0.000 0.000 114.00 VZW Unused Reserve: 1 2115.40 142.44 1.00 0.00 0.000 1.00 0.000 3.000 101.00 Commscope SBNHH-1D85B 3 44.10 8.080 0.69 0.00 0.000 0.69 0.000 0.000 101.00 Ericsson RRUS 32 B2 3 53.00 2.740 0.67 0.00 0.000 0.67 0.000 0.000 101.00 Ericsson RRUS-11 3 55.00 3.790 0.67 0.00 0.000 0.67 0.000 0.000 101.00 Kathrein Scala 742 264 2 36.40 4.860 0.67 0.00 0.000 0.67 0.000 0.000 101.00 Kathrein Scala 800 10121 4 46.30 5.160 0.68 0.00 0.000 0.68 0.000 0.000 101.00 Kathrein Scala 860 10025 12 1.20 0.180 0.50 0.00 0.000 _ 0.50 0.000 0.000 101.00 Raycap DC6-48-60-18-8F 1 20.00 1.110 1.00 0.00 0.000 1.00 0.000 0.000 101.00 RFS ATM192012B-0 2 11.00 0.960 0.50 0.00 0.000 0.50 0.000 0.000 101.00 RFS ATM19801712.0 4 19.00 0.960 0.50 0.00 0.000 0.50 0.000 0.000 101.00 RFS FDGW5504/3C-3 6 2.90 0.390 0.50 0.00 0.000 0.50 0.000 0.000 101.00 Round T-Arm 3 250.00 9.700 0.67 0.00 0.000 0.67 0.000 0.000 Totals 63 5614.10 0.00 Number of Loadings: 17 Linear Appurtenance Properties Elev Elev Coax Coax Projected From To Diameter Weight Width Exposed (ft) (ft) City Description (in) (lb/ft) Flat (in) To Wind Carrier 0.00 114.00 12 1 5/8" Coax 1.98 0.82 N 0.00 N Verizon 0.00 101.00 1 0.35" (9mm) Fiber 0.35 0.05 N 0.00 N AT&T Mobility 0.00 101.00 2 0.78" (19.7mm) 8 0.78 0.59 N 0.00 N AT&T Mobility 0.00 101.00 12 1 518" Coax 1.98 0.82 N 0.00 N AT&T Mobility 0.00 101.00 3 318" RET Control Cable 0.38 0.23 N 0.00 N AT&T Mobility 88.08 98.08 3 PL 2.5 x 0.75" 0.75 6.38 N 0.75 Y Verizon 78.08 88.08 3 PL 3 x 0.75" 0.75 7.66 N 0.75 Y Verizon 68.08 78.08 3 PL 3.5" x 1" 1.00 11.90 N 1.00 Y Verizon 58.08 68.08 3 PL 4.5 x 1.0" 1.00 15.31 N 1.00 Y Verizon 48.08 58.08 3 PL 5" x 1.25" 1.25 21.30 N 1.25 Y Verizon 40.08 48.08 3 PL 5.5 x 1.25 1.25 23.39 N 1.25 Y Verizon 30.17 40.08 3 PL 6 x.1.25 1.25 25.50 N 1.25 Y Verizon 20.17 30.17 3 PL 6.5" x 0.75" 0.75 16.59 N 0.75 Y Verizon 10.00 20.17 3 PL 7" x 1" 1.00 23.82 N 1.00 Y Verizon 2.00 10.00 3 PL 8" x 1" 1.00 27.22 N 1.00 Y Verizon Page: 2 Site Number: 412253 Code: ANSIITIA-222-G 02007-2017hyATCIPLLC. A1lrightsresemed. Site Name: Russakis Indrio Rd FL, FL Engineering Number: OAA714318 C3 01 10/13/2017 3:24:00 PM Customer: AT&T MOBILITY Segment Properties (Max Len : 5.ft) Seg Top Flat Elev Thick Dia Area Ix wit D/t F'y S Z Weight (ft) Description (in) (in) (inj (In4) Ratio Ratio (ksi) (10) (in3) (lb) 0.00 0.3125 53.700 52.952 19,068.4 28.89 171.84 67.4 699.4 0.0 0.0 5.00 0.3125 51.959 51.225 17,262.8 27.91 166.27 68.6 654.4 0.0 886.2 10.00 0.3125 50.217 49.498 15,574.9 26.92 160.70 69.7 610.9 0.0 856.8 15.00 0.3125 48.476 47.771 14,000.8 25.94 155.12 70.9 568.9 0.0 827.5 20.00 0.3125 46.735 46.044 12,536.5 24.96 149.55 72.0 528.3 0.0 798.1 20.17 0.3125 46.677 45.986 12,489.5 24.93 149.37 72.1 527.0 0.0 26.1 25.00 0.3125 44.994 44.316 11,178.1 23.98 143.98 73.2 489.3 0.0 742.6 30.00 0.3125 43.252 42.589 9,921.5 22.99 138.41 74.4 451.8 0.0 739.3 30.17 0.3125 43.194 42.532 9,881.3 22.96 138.22 74.4 450.6 0.0 24.1 35.00 0.3125 41.511 40.862 8,762.7 22.01 132.84 75.5 415.8 0.0 685.8 40.00 0.3125 39.770 39.135 7,698.0 21.03 127.26 76.7 381.2 0.0 680.5 40.08 0.3125 39.741 39.106 7,681.0 21.01 127.17 76.7 380.7 0.0 11.1 45.00 0.3125 38.028 37.408 6,723.1 20.05 121.69 77.8 348.2 0.0 640.1 48.08 Bot - Section 2 0.3125 36.955 36.343 6,165.1 19.44 118.26 78.5 328.6 0.0 386.9 60.00 0.3125 36.287 35.681 5,834.3 19.06 116.12 79.0 316.7 0.0 473.8 53.00 Top - Section 1 0.3125 35.867 35.265 5,632.4 18.83 114.78 79.3 309.3 0.0 724.2 55.00 0.3125 35.171 34.574 5,307.8 18.43 112.55 79.7 297.2 0.0 237.6 58.08 0.3125 34.097 33.509 4,832.3 17.83 109.11 80.4 279.1 0.0 357.2 60.00 0.3125 33.430 32.847 4,551.5 17.45 106.97 80.9 268.2 0.0 216.4 65.00 0.3125 31.688 31.120 3,870.6 16.47 101.40 82.0 240.6 0.0 544.2 68.08 0.3125 30.615 30.055 3,486.7 15.86 97.97 82.6 224.3 0.0 320.9 70.00 0.3125 29.947 29.393 3,261.3 15.49 95.83 82.6 214.5 0.0 193.9 75.00 0.3125 28.206 27.666 2,719.6 14.50 90.26 82.6 189.9 0.0 485.4 78.08 0.3125 27.132 26.601 2,417.4 13.90 86.82 82.6 175.5 0.0 284.7 80.00 0.3125 26.465 25.939 2,241.4 13.52 84.69 82.6 166.8 0.0 171.3 85.00 0.3125 24.723 24.212 1,822.8 12.54 79.11 82.6 145.2 0.0 426.6 88.08 0.3125 23.649 23.147 1,592.7 11.93 75.68 82.6 132.6 0.0 248.4 90.00 0.3125 22.982 22.484 1,459.9 11.56 73.54 82.6 125.1 0.0 148.8 95.00 0.3125 21.241 20.757 1,148.7 10.57 67.97 82.6 106.5 0.0 367.9 98.08 0.3125 20.167 19.692 980.8 9.97 64.53 82.6 95.8 0.0 212.2 98.42 Bot - Section 3 0.3125 20.051 19.577 963.7 9.90 64.16 82.6 94.7 0.0 22.3 100.0 0.3125 19.499 19.030 885.1 9.59 62.40 82.6 89.4 0.0 168.0 101.0 0.3125 19.151 18.685 837.8 9.40 61.28 82.6 86.2 0.0 103.7 101.0 Top - Section 2 0.1875 19.497 11.491 541.3 16.92 103.98 81.5 54.7 0.0 8.6 105.0 0.1875 18.133 10.680 434.5 15.64 96.71 82.6 47.2 0.0 147.7 110.0 0.1875 16.392 9.643 319.9 14.00 87.42 82.6 38.4 0.0 172.9 114.0 0.1875 14.999 8.814 244.3 12.69 79.99 82.6 32.1 0.0 125.6 13,467.3 Page: 3 O G o o 0 ip c r r O U N LL N d O C Y a E v C 3 d u 0 z 3 t o. 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A E2L N m m j 0 N d m p m v � m° 0 m° a o a O WOO W O O W O O W N O O m O O O y ?+ x O O O O O O O O O O O O O O O O O O O O O O O O O O O O d O O O O O O f/) W `� 6666 O O W O O W O O W m O M W W O W m O W W O W m O W m m O m o-d Q e-e-NNNMMMddddWWMNWWWnnAWWWmmmm"00" d Site Number: 412253 Code: ANSIITIA-222-G 02007-2017byATCIPCLC. All rights reserved. Site Name: Russakis Indrio Rd FL, FL Engineering Number:OAA714318_C3 01 10/13/2017 3:24:01 PM Customer: AT&T MOBILITY Load Case: 1.21) + 1.6W 122 mph with No Ice 22 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.20 Wind Load Factor:1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -31.68 -36.39 0.00 -3,341.27 0.00 3,341.27 3,213.10 1,606.55 7,062.63 3,536.57 0.00 0.00 0.955 5.00 -30.04 -35.74 0.00 -3,159.34 0.00 3,159.34 3,161.57 1,580.79 6,721.40 3,365.70 0.13 -0.24 0.949 10.00 -28.24 -35.11 0.00 -2,980.64 0.00 2,980.64 3,106.46 1,553.23 6,380.23 3,194.86 0.52 -0.50 0.943 15.00 -26.53 -34.48 0.00 -2,805.10 0.00 2,805.10 3,047.75 1,523.87 6,039.88 3,024.43 1.18 -0.76 0.937 20.00 -24.94 -34.14 0.00 -2,632.68 0.00 2,632.68 2,985.45 1,492.72 5,701.14 2,854.81 2.13 -1.04 0.931 20.17 -24.81 -33.84 0.00 -2,626.99 0.00 2,626.99 2,983.31 1,491.65 5,689.88 2,849.17 2.16 -1.05 0.931 25.00 -23.35 -33.20 0.00 -2,463.45 0.00 2,463.45 2,919.56 1,459.78 5,364.78 2,686.38 3.37 -1.33 0.926 30.00 -21.96 -32.84 0.00 -2,297.47 0.00 2,297.47 2,850.07 1,425.04 5,031.59 2,519.53 4.92 -1.63 0.920 30.17 -21.83 -32.53 0.00 -2,292.00 0.00 2,292.00 2,847.69 1,423.85 5,020.54 2,514.00 4.98 -1.64 0.920 35.00 -20.28 -31.87 0.00 -2,134.79 0.00 2,134.79 2,776.99 1,388.50 4,702.33 2,354.66 6.80 -1.95 0.914 40.00 -18.80 -31.50 0.00 -1,975.42 0.00 1,975.42 2,700.32 1,350.16 4,377.79 2,192.15 9.02 -2.28 0.909 40.08 -18.70 -31.20 0.00 -1,972.80 0.00 1,972.80 2,699.02 1,349.51 4,372.43 2,189.46 9.06 -2.29 . 0.909 45.00 -17.26 -30.66 0.00 -1,819.40 0.00 1,819.40 2,620.06 1,310.03 4,058.74 2,032.39 11.60 -2.63 0.902 48.08 -16.37 -30.32 0.00 -1,724.86 0.00 1,724.86 2,568.781,284.39 3,865.081,935.41 13.37 -2.86 0.898 60.00 -15.53 -29.99 0.00 -1,666.75 0.00 1,666.75 2,536.21 1,268.10 3,745.971,875.77 14.55 -3.01 0.895 53.00 -14.27 -29.63 0.00 -1,576.78 0.00 1,576.78 2,515.461,257.73 3,671.59 1,838.52 16.52 -3.25 0.864 55.00 -13.69 -29.30 0.00 -1,517.53 0.00 1,517.53 2.480.561,240.28 3,549.12 1,777.20 17.92 -3.42 0.860 58.08 -12.87 -28.96 0.00 -1,427.20 0.00 1,427.20 2,425.64 1,212.82 3,362.68 1,683.84 20.21 -3.66 0.853 60.00 -12.34 -28.54 0.00 -1,371.69 0.00 1,371.69 2,390.811,195.41 3,24B.311,626.57 21.71 -3.82 0.849 65.00 -11.16 -28.01 0.00 -1,228.99 0.00 1,228.99 2,297.47 1,148.73 2,955.83 1,480.11 25.92 -4.22 0.836 68.08 -10.44 -27.69 0.00 -1,142.62 0.00 1,142.62 2,232.92 1,116.46 2,773.50 1,388.81 28.74 -4.49 0.828 70.00 -9.96 -27.30 0.00 -1,089.55 0.00 1,089.55 2,183.73 1,091.87 2,652.05 1,327.99 30.58 .4.67 0.826 75.00 -8.91 -26.80 0.00 -953.07 0.00 953.07 2,055.421,027.71 2,348.011,175.75 35.70 -5.11 0.816 78.08 -8.27 -26.49 0.00 -870.45 0.00 870.45 1,976.30 988.15 2,169.751,086.49 39.10 -5.41 0.806 80.00 -7.85 -26.13 0.00 -819.67 0.00 819.67 1,927.11 963.55 2,062.491,032.78 41.30 -5.60 0.798 85.00 -6.94 -25.67 0.00 -689.00 0.00 689.00 1,798.80 899.40 1,795.47 899.07 47.42 -6.08 0.771 88.08 -6.40 -25.39 0.00 -609.85 0.00 609.85 1,719.67 859.84 1,640.03 821.23 51.44 -6.39 0.747 90.00 -6.01 -25.07 0.00 -561.18 0.00 561.18 1,670.48 835.24 1,546.95 774.62 54.04 -6.59 0.729 95.00 -5.21 -24.64 0.00 -435.85 0.00 435.85 1,542.17 771.09 1,316.94 659.45 61.19 -7.07 0.665 98.08 -4.75 -24.45 0.00 -359.88 0.00 359.88 1,463.05 731.52 1,184.33 593.04 65.85 -7.38 0.611 98.42 -4.69 -24.37 0.00 -351.73 0.00 351.73 1,454.49 727.25 1,170.41 586.07 66.37 -7.41 0.604 100.00 -4.41 -24.23 0.00 -313.14 0.00 313.14 1,413.86 706.93 1,105.44 553.54 68.85 -7.57 0.570 101.00 -2.97 -19.11 0.00 -288.91 0.00 288.91 1,388.20 694.10 1,065.35 533.47 70.44 -7.67 0.544 101.08 -2.93 -18.95 0.00 -287.32 0.00 287.32 842.82 421.41 667.50 334.25 70.57 -7.67 0.865 105.00 -2.60 -18.59 0.00 -213.09 0.00 213.09 793.43 396.72 583.57 292.22 76.99 -8.01 0.735 110.00 -2.26 -18.23 0.00 -120.15 0.00 120.15 716.45 358.22 475.29 238.00 85.67 -8.55 0.511 114.00 0.00 -17.68 0.00 -47.22 0.00 47.22 654.86 327.43 396.66 198.62 92.96 -8.85 0.241 Page: 5 0 J LL J LL 9 O 9 ._I C m N O M � � N N F N W a EE d i m E Z Z .0 r r 1 f!7 fO U N C O o m O p Lf N D N LL m O C m 0 O a E O C_ J O V U 7 9 W Y O Z L 3 L a E N N 3 m t0 ❑ LL O m LL LL O N 9 A d c WO O W 0 0 J J C7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o e e e e e e e e e e e e e o 0 00 d N otioo oei oOMoM000 ota ei ei ei ooti ti ti ti otio ti oti Mta oti oM o E M O c o000000000000000000000000000000000 ta000 ti Mti ti ooti do ti ti ti000ta oti to oti o0o to ti tiMo to ti oo eo ° N d IL O _ w ~ O p .p OMWN ON mNdm m(y e:m Wr mW N bNMrN -:bMN dONOd dr mN m E A f0 a ONNM rn MtONMM nMN MM AtD -n'11D N1V N VIA V V=N W W ODnmW fAO O �cl AW MdN�W O nW bN� m Home-t+l md0 ON' W "d ❑ J V �N� OO oo O W Nm MNM ndNbd N NMN NM N n m N x d Wmr Od mN mOb NMN Wm'It 'It d N tO MAN m 0!r 01 rMd¢m •-W mb Of LL MMnM tOe-e-N ONN ONd IG IO [O [O Yf Nvoer O NA1� NNd01 W W bW r' M A d M n A M m A N n WAN d d d M N m N m m W M N M m N W W W N M r C � MN MMrM MAMMNM MM MMv N MddNMdNM Mr e- W y � b _ ONNw @I O NN AAd 11rb NW mNNmdWCD Om bnM MON W d An Md ON-mv I�t W VM OM' M W: mM OMO MMt00I m yym CNi p 0� fO N � N d O N' M' M � O m O N N n O N n W � M r M O M �- W a O 0 0 0 0 0 p ti ti ti ti o ti ti ti ti ti ti ti ti o ti o 0 o M ti o o to M M O to M O o o M O M M o 0 c v a J E v 3 A O R N O to O a .Nd-' e ❑ J `tj o M U 0 N M N N LL °g a a c M ei ~ x b O 9 a m N 3 d O IR M 01 M d n N N O 1 N d W an d W A W N m N N O w 0 w 'N M AO qA A N W M WN�OW d M.v'6lMmMNM OO ON MW, bW NMdWNM,dN dN' N' M O LL = q LL d WOI�Oq mNmOtp NMN Wmddd N NMe�N mm.-rn nMd dMeW mt0 L MMhM Mr N ONN ONd b01 MOHNOOOIA ti IVhA NN y NMM MtV w N 9 a m n d M A n O W n N n W A N d d d M N N N m m W m N m CD N W � d' N m d C MN A A M M A M MN M M N M M M M M d N M d d N M d N M M M M d V 0 LL H W+ N M N W d O ° ° ° A = N E - 0 Uo u c° c c p y p N N y m � C; c; 00 000YiM M 00 oOo0o OooOoa ooa eed 0 0wMV N W v ONO'OONOOYi00ONMONMONMmOMMO NOO ONN Q N N N M M M d d d d N N N N W b W A A r W W W m m m m 0 0 0 b m a Site Number: 412253 Code: ANSIITIA-222-G 02007-2017byATCIPLLC. Allrightsreser ed. • Site Name: Russakis Indrio Rd FL, FL Engineering Number: OAA714318_C3_01 10/13/2017 3:24:02 PM Customer: AT&T MOBILITY Load Case: 0.9D + 1.6W 122 mph with No Ice (Reduced DL) 22 Iterations Gust Response Factor:1.10 Wind Importance Factor:1.00 Dead Load Factor:0.90 Wind Load Factor:1.60 Calculated Forces Sag Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -23.74 -36.37 0.00 -3,318.60 0.00 3,318.60 3,213.10 1,606.55 7,062.63 3,536.57 0.00 0.00 0.946 5.00 -22.47 -35.69 0.00 -3,136.76 0.00 3,136.76 3,161.57 1,580.79 6,721.40 3,365.70 0.13 -0.24 0.940 10.00 -21.08 -35.03 0.00 -2,958.31 0.00 2,958.31 3,106.46 1,553.23 6,380.23 3,194.86 0.52 -0.49 0.933 15.00 -19.77 -34.38 0.00 -2,783.17 0.00 2,783.17 3,047.75 1,523.87 6,039.88 3,024.43 1.17 -0.75 0.927 20.00 -18.55 -34.03 0.00 -2,611.29 0.00 2,611.29 2,985.45 1,492.72 5,701.14 2,854.81 2.11 .1.03 0.921 20.17 -18.44 -33.70 0.00 -2,605.62 0.00 2,605.62 2,983.31 1,491.65 5,689.88 2,849.17 2.15 -1.04 0.921 25.00 -17.31 -33.04 0.00 -2,442.74 0.00 2,442.74 2,919.56 1,459.78 5,364.78 2,686.38 3.34 .1.32 0.916 30.00 -16.24 .32.67 0.00 -2,277.55 0.00 2,277.55 2,850.07 1,425.04 5,031.59 2,519.53 4.88 -1.62 0.910 30.17 -16.13 -32.34 0.00 -2,272.11 0.00 2,272.11 2,847.69 1,423.85 5,020.54 2,514.00 4.94 -1.63 0.910 35.00 -14.94 -31.67 0.00 -2,116.78 0.00 2,115.78 2,776.99 1,388.50 4,702.33 2,354.66 6.75 -1.93 0.904 40.00 -13.81 -31.30 0.00 -1,957.44 0.00 1,957.44 2,700.32 1,350.16 4,377.79 2,192.15 8.95 -2.26 0.899 40.08 -13.71 -30.98 0.00 -1,954.83 0.00 1,954.83 2,699.02 1,349.51 4,372.43 2,189.46 8.99 -2.27 0.898 45.00 -12.60 -30.43 0.00 -1,802.51 0.00 1,802.51 2,620.06 1,310.03 4,058.74 2,032.39 11.51 -2.61 0.892 48.08 -11.91 -30.09 0.00 -1,708.68 0.00 1,708.68 2,568.781,284.39 3,865.081,935.41 13.27 -2.84 0.888 50.00 -11.26 -29.75 0.00 -1,651.02 0.00 1,651.02 2,536.21 1,268.10 3,745.971,875.77 14.44 -2.99 0.885 53.00 -10.30 -29.39 0.00 -1,561.77 0.00 1,561.77 2,515.461,257.73 3,671.591,838.52 16.39 -3.22 0.864 55.00 -9.85 -29.05 0.00 -1,502.99 0.00 1,502.99 2,480.561,240.28 3,549.121,777.20 17.78 -3.39 0.850 58.08 -9.21 -28.71 0.00 -1,413.41 0.00 1,413.41 2,425.641,212.82 3,362.681,683.84 20.04 -3.63 0.844 60.00 .8.79 -28.28 0.00 -1,358.37 0.00 1,358.37 2,390.811,195.41 3,248.311,626.57 21.53 -3.78 0.839 65.00 -7.87 -27.75 0.00 -1,216.95 0.00 1,216.95 2,297.47 1,148.73 2,955.83 1,480.11 25.71 -4.19 0.826 68.08 -7.32 -27.43 0.00 -1,131.38 0.00 1,131.38 2,232.92 1,116.46 2,773.50 1,388.81 28.50 -4.45 0.819 70.00 -6.93 -27.03 0.00 -1,078.80 0.00 1,078.80 2,183.73 1,091.87 2,652.05 1,327.99 30.32 -4.63 0.816 75.00 -6.11 -26.53 0.00 -943.66 0.00 943.66 2,055.421,027.71 2,348.011,175.75 35.40 -5.07 0.806 78.08 -5.61 -26.23 0.00 -861.85 0.00 861.85 1,976.30 988.15 2,169.751,086.49 38.77 -5.36 0.797 80.00 -5.27 -25.86 0.00 -811.58 0.00 811.58 1,927.11 963.55 2,062.491,032.78 40.95 -5.55 0.789 85.00 -4.56 -25.40 0.00 -682.27 0.00 682.27 1,798.80 899.40 1,795.47 899.07 47.01 -6.02 0.762 88.08 -4.13 -25.13 0.00 -603.94 0.00 603.94 1,719.67 859.84 1,640.03 821.23 51.00 -6.33 0.739 90.00 -3.81 -24.79 0.00 -555.78 0.00 555.78 1,670.48 835.24 1,546.95 774.62 53.58 -6.53 0.721 95.00 -3.18 -24.38 0.00 -431.81 0.00 431.81 1,542.17 771.09 1,316.94 659.45 60.66 -7.01 0.658 98.08 -2.83 -24.19 0.00 -356.65 0.00 356.65 1,463.05 731.52 1,184.33 593.04 65.28 -7.31 0.604 98.42 -2.78 -24.11 0.00 -348.58 0.00 348.58 1,454.49 727.25 1,170.41 586.07 65.79 -7.35 0.598 100.60 -2.56 -23.98 0.00 -310.41 0.00 310.41 1,413.86 706.93 1,105.44 553.54 68.25 -7.50 0.564 101.00 -1.63 -18.93 0.00 -286.43 0.00 286.43 1,388.20 694.10 1,065.35 533.47 69.83 -7.60 0.539 101.08 -1.59 -18.76 0.00 -284.85 0.00 284.85 842.82 421.41 667.50 334.25 69.96 .7.60 0.856 105.00 -1.33 -18.40 0.00 -211.37 0.00 211.37 793.43 396.72 583.57 292.22 76.32 -7.93 0.727 110.00 -1.05 -18.04 0.00 -119.38 0.00 119.38 716.45 358.22 475.29 238.00 84.92 -8.48 0.506 114.00 0.00 -17.68 0.00 -47.22 0.00 47.22 654.86 327.43 396.66 198.62 92.14 -8.77 0.241 Page: 7 Site Number: 412253 Site Name: Russakis Indrio Rd FL, FL Customer: AT&T MOBILITY Code: ANSIITIA-222-G Engineering Number: OAA714318_C3_01 ©2007-2017byATCIPLLC. All rights reserved. 10/13/2017 3:24:02 PM Load Case: 1.01) + 1.0W Serviceability 60 mph 20 Iterations Gust Response Factor :1.10 Wind Importance Factor :1.00 Dead Load Factor:1.00 Wind Load Factor :1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Sag Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (lb) (lb) (Ib) (lb-ft) (lb-ft) (Ib) (lb) (Ib) (lb) (lb) (lb-ft) (Ib) 0.00 59.5 0.0 0.0 0.0 59.5 0.0 0.0 0.0 5.00 117.0 886.2 0.0 353.0 117.0 1,239.2 0.0 0.0 10.00 113.1 856.8 0.0 516.3 113.1 1,373.1 0.0 0.0 15.00 110.8 827.5 0.0 465.3 110.8 1,292.8 0.0 0.0 20.00 57.1 798.1 0.0 465.3 57.1 1,263.4 0.0 0.0 20.17 56.2 26.1 0.0 15.5 56.2 41.6 0.0 0.0 25.00 110.6 742.6 0.0 345.0 110.6 1,087.6 0.0 0.0 30.00 58.2 739.3 0.0 356.9 58.2 1,096.2 0.0 0.0 30.17 56.1 24.1 0.0 11.9 56.1 36.0 0.0 0.0 35.00 109.6 685.8 0.0 474.1 109.6 1,159.8 0.0 0.0 40.00 56.3 680.5 0.0 490.5 56.3 1,171.0 0.0 0.0 40.08 54A 11.1 0.0 8.2 54A 19.2 0.0 0.0 45.00 86.5 640.1 0.0 451.2 86.5 1,091.3 0.0 0.0 48.08 Sot -Section 2 53.6 386.9 0.0 282.9 53.6 669.8 0.0 0.0 50.00 52.4 473.8 0.0 163.9 52.4 637.7 0.0 0.0 53.00 Top - Section 1 52.7 724.2 0.0 256.5 52.7 980.7 0.0 0.0 55.00 52.7 237.6 0.0 171.0 52.7 408.6 0.0 0.0 58.08 51.2 357.2 0.0 263.6 51.2 620.7 0.0 0.0 60.00 68.8 216A 0.0 129.4 68.8 345.8 0.0 0.0 65.00 79.0 544.2 0.0 337.7 79.0 881.8 0.0 0.0 68.08 47.5 320.9 0.0 208.2 47.5 529.1 0.0 0.0 70.00 63.5 193.9 0.0 109.8 63.5 303.7 0.0 0.0 75.00 72.6 485.4 0.0 286.5 72.6 771.9 0.0 0.0 78.08 43A 284.7 0.0 176.6 43A 461.3 0.0 0.0 80.00 57.6 171.3 0.0 85A 57.6 256.8 0.0 0.0 85.00 65.4 426.6 0.0 222.9 65.4 649.5 0.0 0.0 88.08 38.9 248.4 0.0 137.4 38.9 385.9 0.0 0.0 90.00 51.1 148.8 0.0 78.1 51.1 226.9 0.0 0.0 95.00 57.7 367.9 0.0 203.7 57.7 571.6 0.0 0.0 98.08 23.5 212.2 0.0 125.6 23.5 337.7 0.0 '0.0 98.42 Sot - Section 3 12.9 22.3 0.0 7.2 12.9 29.5 0.0 0.0 100.00 17.3 168.0 0.0 34.2 17.3 202.2 0.0 0.0 101.00 Appertunance(s) 7.2 103.7 732.0 0.0 0.0 1,614.1 0.0 21.6 739.2 1,739.4 0.0 0.0 101.08 Top - Section 2 25.4 8.6 0.0 0.8 25.4 9A 0.0 0.0 105.00 54.2 147.7 0.0 38.5 54.2 186.3 0.0 0.0 110.00 50.9 172.9 0.0 49.2 50.9 222.1 0.0 0.0 114.00 APpertunance(s) 21.6 125.6 2,651.1 0.0 7,137.5 4,000.0 0.0 39.4 2,672.6 4,165.0 0.0 0.0 Totals: 5,549.62 26,464.6 0.00 0.00 Page: 8 Site Number: 412253 Site Name: Russakis Indrio Rd FL, FL Customer: AT&T MOBILITY Code: ANSIITIA-222-G Engineering Number: OAA714318_C3_01 ©2007-2017hyATCIPLLC. All rights reserved. 10/13/2017 3:24:03 PM Load Case: 1.01) + 1.0W Serviceability 60 mph 20 Iterations Gust Response Factor :1.10 Wind Importance Factor .1.00 Dead Load Factor :1.00 Wind Load Factor:1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant Elev FY (-) FX (-) MY MZ MX Moment 0.00 -26.46 -5.50 0.00 -504.09 0.00 504.09 5.00 -25.22 -5.40 0.00 -476.60 0.00 476.60 10.00 -23.84 -5.30 0.00 -449.62 0.00 449.62 15.00 -22.55 -5.20 0.00 -423.12 0.00 423.12 20.00 -21.28 -5.15 0.00 -397.11 0.00 397.11 20.17 -21.24 -5.10 0.00 -396.25 0.00 396.25 25.00 -20.15 -5.00 0.00 -371.60 0.00 371.60 30.00 -19.05 -4.95 0.00 -346.58 0.00 346.58 30.17 -19.01 -4.90 0.00 -345.76 0.00 345.76 35:00 -17.85 -4.80 0.00 -322.07 0.00 322.07 40.00 -16.68 -4.74 0.00 -298.07 0.00 298.07 40.08 -16.65 -4.70 0.00 -297.67 0.00 297.67 45.00 -15.56 -4.62 0.00 -274.57 0.00 274.57 48.08 -14.89 -4.57 0.00 -260.34 0.00 260.34 50.00 -14.25 -4.52 0.00 -251.59 0.00 251.59 53.00 -13.27 -4.46 0.00 -238.04 0.00 238.04 55.00 -12.86 -4.41 0.00 -229.12 0.00 229.12 58.08 -12.23 -4.36 0.00 -215.52 0.00 215.52 60.00 -11.89 -4.30 0.00 -207.16 0.00 207.16 65.00 -11.00 -4.22 0.00 -185.66 0.00 185.66 68.08 -10.47 -4.17 0.00 -172.65 0.00 172.65 70.00 -10.16 -4.11 0.00 -164.66 0.00 164.66 75.00 -9.39 -4.04 0.00 -144.09 0.00 144.09 78.08 -8.93 -4.00 0.00 -131.63 0.00 131.63 80.00 -8.67 -3.94 0.00 -123.97 0.00 123.97 85.00 -8.01 -3.88 0.00 -104.26 0.00 104.26 88.08 -7.63 -3.84 0.00 -92.31 0.00 92.31 90.00 -7.40 -3.79 0.00 -84.96 0.00 84.96 95.00 -6.82 -3.73 0.00 -66.02 0.00 66.02 98.08 -6.48 -3.70 0.00 -54.53 0.00 54.53 98.42 -6.45 -3.69 0.00 -53.30 0.00 53.30 100.00 -6.25 -3.67 0.00 -47.46 0.00 47.46 101.00 -4.53 -2.90 0.00 -43.79 0.00 43.79 101.08 -4.51 -2.87 0.00 -43.55 0.00 43.55 105.00 -4.33 -2.82 0.00 -32.30 0.00 32.30 110.00 -4.10 -2.77 0.00 -18.21 0.00 18.21 114.00 0.00 -2.67 0.00 -7.14 0.00 7.14 Page: 9 phi phi Pn Vn 3,213.10 1,606.55 3,161.57 1,580.79 3,106.46 1,553.23 3,047.75 1,523.87 2,985.45 1,492.72 2,983.31 1,491.65 2,919.56 1,459.78 2,850.07 1,425.04 2,847.69 1,423.85 2,776.99 1,388.50 2,700.32 1,350.16 2,699.02 1,349.51 2,620.06 1,310.03 2,568.78 1,284.39 2,536.21 1,268.10 2,515.46 1,257.73 2,480.56 1,240.28 2,425.64 1,212.82 2,390.81 1,195.41 2,297.47 1,148.73 2,232.92 1,116.46 2,183.73 1,091.87 2,055.42 1,027.71 1,976.30 988.15 1,927.11 963.55 1,798.80 899.40 1,719.67 859.84 1,670.48 835.24 1,542.17 771.09 1,463.05 731.52 1,454.49 727.25 1,413.86 706.93 1,388.20 694.10 842.82 421.41 793.43 396.72 716.45 358.22 654.86 327.43 phi phi Tn Mn (ft-kips) (ft-kips) Total Deflect Rotation (in) (deg) Ratio 7,062.63 3.536.57 0.00 0.00 0.151 6,721.40 3,365.70 0.02 -0.04 0.150 6,380.23 3,194.86 0.08 -0.07 0.148 6,039.88 3,024.43 0.18 -0.11 0.147 5,701.14 2,854.81 0.32 -0.16 0.146 5,689.88 2,849.17 0.33 .0.16 0.146 5,364.78 2,686.38 0.51 -0.20 0.145 5,031.59 2,519.53 0.74 -0.25 0.144 5,020.54 2,514.00 0.75 .0.25 0.144 4,702.33 2,354.66 1.03 .0.29 0.143 4,377.79 2,192.15 1.36 .0.34 0.142 4,372.43 2,189.46 1.37 -0.35 0.142 4,058.74 2,032.39 1.75 -0.40 0.141 3,865.081,935.41 2.02 .0.43 0.140 3,745.971,875.77 2.20 -0.45 0.140 3,671.591,838.52 2.49 .0.49 0.135 3,549.121,777.20 2.70 .0.52 0.134 3,362.681,683.84 3.05 .0.55 0.133 3,248.311,626.57 3.28 -0.58 0.132 2,955.831,480.11 3.91 -0.64 0.130 2,773.501,388.81 4.34 .0.68 0.129 2,652.051,327.99 4.62 -0.70 0.129 2,348.011,175.75 5.39 .0.77 0.127 2,169.751,086.49 5.90 .0.82 0.126 2,062.491,032.78 6.24 -0.85 0.125 1,795.47 899.07 7.16 -0.92 0.120 1,640.03 821.23 7.77 -0.96 0.117 1,546.95 774.62 8.16 -1.00 0.114 1,316.94 659.45 9.25 -1.07 0.105 1,184.33 593.04 9.95 -1.11 0.096 1,170.41 586.07 10.03 -1.12 0.095 1,105.44 553.54 10.41 -1.14 0.090 1,065.35 533.47 10.65 -1.16 0.085 667.50 334.25 10.67 -1.16 0.136 583.57 292.22 11.64 -1.21 0.116 475.29 238.00 12.96 -1.29 0.082 396.66 198.62 14.06 -1.34 0.036 Site Number: 412253 Code: ANSIITIA-222-G 02007-2017byATCIPLLC. 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Site Name: Russakis Indrio Rd FL, FL Engineering Number:OAA714318_C3_01 10/1312017 3:24:03 PM Customer: AT&T MOBILITY Equivalent Lateral Forces Method Analysis (Based on ASCE7.10 Chapters 11, 12,15) Spectral Response Acceleration for Short Period IS J: 0.06 Spectral Response Acceleration at 1.0 Second Period is 1): 0.03 Long -Period Transition Period (T �): 8 Importance Factor (I E): 1.00 Site Coefficient F a: 1.60 Site Coeffiecient F : 2.40 Response Modification Coefficient (R): 1.50 Design Spectral Response Acceleration at Short Period IS d.): 0.06 Design Spectral Response Acceleration at 1.0 Second Period (S A: 0.05 Seismic Response Coefficient (C ,): 0.03 Upper Limit C e 0.03 Lower Limit C s 0.03 Period based on Rayleigh Method (sec): 1.57 Redundancy Factor(p): 1.30 Seismic Force Distribution Exponent (k): 1.53 Total Unfactored Dead Load: 26.46 k Seismic Base Shear (E): 1.03 k Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight W, Force Force Segment (ft) (lb) (lb-ft) C,z (Ib) (lb) 36 112.00 165 230 0.014 15 200 35 107.50 222 291 0.018 19 269 34 103.04 186 229 0.014 15 226 33 101.04 9 11 0.001 1 11 32 100.50 125 148 0.009 9 152 31 99.21 202 234 0.015 15 245 30 98.25 29 34 0.002 2 36 29 96.54 338 375 0.023 24 409 28 92.50 572 595 0.037 38 693 27 89.04 227 223 0.014 14 275 26 86.54 386 362 0.023 23 468 25 82.50 650 567 0.035 36 787 24 79.04 257 210 0.013 13 311 23 76.54 461 359 0.022 23 559 22 72.50 772 553 0.034 35 936 21 69.04 304 202 0.013 13 368 20 -- - 66.54-- ---529 332 0.021 21- 641. 19 62.50 882 503 0.031 32 1,069 18 59.04 346 181 0.011 12 419 17 56.54 621 303 0.019 19 752 - 16 54.00 409 186 0.012 12 495 15 51.50 981 415 0.026 27 1,189 14 49.04 638 251 0.016 16 773 Page: 10 0 a �NN�OdN�NMInp tD oN N�M�IdD �fV N ONiN'OmdN �e r 1 mOJ 'qd M M NYf tp N MmN N Nam O M N N O M d N M A O N M p WNON'O�W OI�dNOONmNM�e�NWN"m"� � O' O O O O O O O O 0000 O O O O O'O O O O O O O O O O O O M O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O c)� m M N W N M A A O m m d d O d ON WN MO A NM MN M,O N m N ^; � 0 O C 01 a 3 Z c y nW�"MmmdWmAM NmhOee- NAN"Am'N W N � A ' � ' ' ' � N C W d d d o W W o W W o 0 o e o 0 0 0 o e e e o e e o e e e e e N N O N NON N O N N N N O O O O O O O O O O O O O O O O O IG fV O A lV O A lV O N � A N V O O a V 0 ee J LL J LL 9 K •co _ c a0 d W O Y OW 0d � a 6 Z mN O o VN VUO -w � Mm 0Wm W W , 22 movN� x MOOOW WW R' Q QQ QK F W nn�uawu'N^mm� irm M,E W30 u O:R'WW OQ E d E N m �'� E O X V d a E a A Z r E N W Q 2 «W w W T u u«« E O W MN�O O WWZ OFF1l ALL IL IL N WLU R 10 0 : '"llowA W Wd MN. V VUna:>YK KKKww YYUK m 0 R N W ow me W W MOO VM WO NOOM'A e-M AWN p` vow m N 0 0 0 d M N V m N A m O N m A Wm ,p M N N N N N d W N d A,.M N N W N N IL p p a^ NMI N M IN Mr N Mr "Ne-- D O LL S u ) 0 D o d md�m NNMhd M N MN dMee--e-mN mmN O O O O O O O O O O O O O O O O O OIO O O O O O B w MmN�'th NAmNWm�NNOMOim OW VNd i N N N N M N N M N N M N N M Nip N � d N 3 a ) ) U ) ) ) u t NNW mNN m mNh W 01�� NdmNme-m WO p� d WNW 'ONMI�NWNNmI�ONWi dWVMWW - �N� N MNNMmNdAMN miMWdmWm O O d d 0 N d O d d Odd O d d O d d O O d d U. Z 7 H ^ O NOON N N mYI ON N O N N O N NONO N O N ,J W O W Z' N A M O Ol OD fp N OI fG lV Of b N 9 W tV'Oi tC V � Ol fG W aam '���mmmmmmmnrrWWNNNNdd S Q W J O W a N N O 01 C o E d E W d w W W N d M N e O m m A m N d N N O m m A m W d N C M M M M M M M N N N N N N N NNN �.1 1 1 1 1 1 J Site Number: 412253 Site Name: Russakis Indrio Rd FL, FL Customer: AT&T MOBILITY Code: ANSIITIA-222-G Engineering Number: OAA714318_C3_01 02007-2017by ATCIPLLC. Allrighlsmserved. 10/13/2017 3:24:03 PM 12 42.54 1,091 345 0.021 22 969 11 40.04 19 6 0.000 0 17 10 37.50 1,171 305 0.019 20 1,040 9 32.58 1,160 243 0.015 16 1,030 8 30.08 36 7 0.000 0 32 7 27.50 1,096 177 0.011 11 973 6 22.58 1,088 130 0.008 8 966 5 20.08 42 4 0.000 0 37 4 17.50 1,263 102 0.006 7 1,122 3 12.50 1,293 62 0.004 4 1,148 2 7.50 1,373 30 0.002 2 1,219 1 2.50 1,239 5 0.000 0 1,100 Commscope ATSBT-TOP- 114.00 5 8 0.000 0 5 CSS DBC-7CAP 114.00 20 28 0.002 2 18 CSS X7-665-4 114.00 82 118 0.007 8 73 JMA Wireless X7COAP- 114.00 277 397 0.025 25 246 Round Low Profile PI 114.00 1,500 2,151 0.134 138 1,332 VZW Unused Reserve: 114.00 2,115 3,033 0.188 194 1,878 Kathrein Scala 8601 101.00 14 17 0.001 1 13 RFS FDGW5504/3C-3 101.00 17 21 0.001 1 15 RFS ATM 19201213.0 101.00 22 26 0.002 2 20 RFS ATM 19801712.0 101.00 76 90 0.006 6 67 Raycap DC6-48.60.18. 101.00 20 24 0.001 2 18 Ericsson RRUS 32 S2 101.00 159 189 0.012 12 141 Ericsson RRUS-11 101.00 165 196 0.012 13 146 Kathrein Scala 742 2 101.00 73 87 0.005 6 65 Kathrein Scala 800 1 101.00 185 221 0.014 14 164 Commscope SBNHH-1D85 101.00 132 158 0.010 10 117 Round T-Arm 101.00 750 893 0.055 57 666 26,465 16,109 1.000 1,032 23,496 Page: 12 Site Number: 412253 Site Name: Russakis Indrio Rd FL, FL Customer: AT&T MOBILITY Load Case (1.2 + 0.2Sds) • DL + E ELFM Calculated Forces Code: ANSI/TIA-222-G Engineering Number: OAA714318_C3_01 02007-2017by ATCIPLLC. 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Seismic Equivalent Lateral Forces Method 10/13/2017 3:24:03 PM Sell Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -30.58 -1.03 0.00 -93.43 0.00 93.43 3,213.10 1,606.55 7,062.63 3,536.57 0.00 0.00 0.036 5.00 -28.91 -1.03 0.00 -88.27 0.00 88.27 3,161.57 1,580.79 6,721.40 3,365.70 0.00 -0.01 0.035 10.00 -27.35 -1.03 0.00 -83.09 0.00 83.09 3,106.46 1,553.23 6,380.23 3,194.86 0.01 -0.01 0.035 15.00 -25.81 -1.03 0.00 -77.93 0.00 77.93 3,047.75 1,523.87 6,039.88 3,024.43 0.03 -0.02 0.034 20.00 -25.76 -1.03 0.00 -72.78 0.00 72.78 2,985.45 1,492.72 5,701.14 2,854.81 0.06 .0.03 0.034 20.17 -24.44 -1.02 0.00 -72.60 0.00 72.60 2,983.31 1,491.65 5,689.88 2,849.17 0.06 -0.03 0.034 25.00 -23.12 -1.02 0.00 -67.65 0.00 67.65 2,919.56 1,459.78 5,364.78 2,686.38 0.09 -0.04 0.033 30.00 -23.07 -1.02 0.00 -62.58 0.00 62.58 2,850.07 1,425.04 5,031.59 2,519.53 0.14 .0.05 0.033 30.17 -21.67 -1.00 0.00 -62.41 0.00 62.41 2,847.69 1,423.85 5,020.54 2,514.00 0.14 -0.05 0.032 35.00 -20.25 -0.98 0.00 -57.56 0.00 57.56 2,776.99 1,388.50 4,702.33 2,354.66 0.19 .0.05 0.032 40.00 -20.22 -0.99 0.00 -52.64 0.00 52.64 2,700.32 1,350.16 4,377.79 2,192.15 0.25 .0.06 0.032 40.08 -18.90 -0.96 0.00 -52.56 0.00 52.56 2,699.02 1,349.51 4,372.43 2,189.46 0.25 .0.06 0.031 45.00 -18.09 -0.95 0.00 -47.83 0.00 47.83 2,620.06 1,310.03 4,058.74 2,032.39 0.32 -0.07 0.030 48.08 -17.32 -0.93 0.00 -44.90 0.00 44.90 2,568.781,284.39 3,865.081,935.41 0.37 -0.08 0.030 50.00 -16.13 -0.91 0.00 -43.11 0.00 43.11 2,536.21 1,268.10 3,745.971,875.77 0.40 .0.08 0.029 53.00 -15.63 -0.90 0.00 -40.39 0.00 40.39 2,515.461,257.73 3,671.591,838.52 0.46 .0.09 0.028 55.00 -14.88 -0.88 0.00 -38.60 0.00 38.60 2,480.561,240.28 3,549.121,777.20 0.49 -0.09 0.028 58.08 -14.46 -0.87 0.00 -35.90 0.00 35.90 2,425.641,212.82 3,362.681,683.84 0.55 -0.10 0.027 60.00 -13.39 -0.83 0.00 -34.24 0.00 34.24 2,390.811,195.41 3,248.311,626.57 0.59 .0.10 0.027 65.00 -12.75 -0.81 0.00 -30.08 0.00 30.08 2,297.47 1,148.73 2,955.83 1,480.11 0.71 -0.11 0.026 68.08 -12.38 -0.80 0.00 -27.57 0.00 27.57 2,232.92 1,116.46 2,773.50 1,388.81 0.78 -0.12 0.025 70.00 -11.45 -0.76 0.00 -26.04 0.00 26.04 2,183.73 1,091.87 2,652.05 1,327.99 0.83 -0.12 0.025 75.00 -10.89 -0.74 0.00 -22.22 0.00 22.22 2,055.421,027.71 2,348.011,175.75 0.97 -0.13 0.024 78.08 -10.57 -0.73 0.00 -19.94 0.00 19.94 1,976.30 988.15 2,169.751,086.49 1.05 .0.14 0.024 80.00 -9.79 -0.69 0.00 -18.54 0.00 18.54 1,927.11 963.55 2,062.491,032.78 1.11 -0.14 0.023 85.00 .9.32 -0.67 0.00 -16.09 0.00 15.09 1,798.80 899.40 1,795.47 899.07 1.27 -0.16 0.022 88.08 -9.04 -0.65 0.00 -13.03 0.00 13.03 1,719.67 859.84 1,640.03 821.23 1.37 -0.16 0.021 90.00 -8.35 -0.61 0.00 -11.77 0.00 11.77 1,670.48 835.24 1,546.95 774.62 1.44 .0.17 0.020 95.00 -7.94 -0.59 0.00 -8.70 0.00 8.70 1,542.17 771.09 1,316.94 659.45 1.62 -0.18 0.018 .98.08 -7.91 -0.59 0.00 -6.88 0.00 6.88 1,463.05 731.52 1,184.33 593.04 1.73 -0.18 0.017 93.42 -7.66 -0.57 0.00 -6.68 0.00 6.68 1,454.49 727.25 1,170.41 586.07 1.75 .0.18 0.017 100.00 -7.51 -0.56 0.00 -5.78 0.00 5.78 1,413.86 706.93 1,105.44 553.54 1.81 -0.19 0.016 101.00 -5.54 -0.43 0.00 -5.21 0.00 5.21 1,388.20 694.10 1,065.35 533.47 1.85 .0.19 0.014 101.08 -5.32 -0.42 0.00 -5.18 0.00 5.18 842.82 421.41 667.50 334.25 1.85 -0.19 0.022 105.00 .5.05 -0.40 0.00 -3.54 0.00 3.54 793.43 396.72 583.57 292.22 2.01 -0.19 0.018 110.00 .4.85 -0.38 0.00 -1.54 0.00 1.54 716.45 358.22 475.29 238.00 2.22 -0.20 0.013 114.00 0.00 -0.37 0.00 0.00 0.00 0.00 654.86 327.43 396.66 198.62 2.39 .0.20 0.000 Page: 13 Site Number: 412253 Code: ANSI/TIA-222-G ©1007-1017byATCIPLLC. 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Site Name: Russakis Indrio Rd FL, FL Engineering Number:OAA714318_C3_01 Customer: AT&T MOBILITY 10/13/2017 3:24:03 PM Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Calculated Forces Sell Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -22.40 -1.03 0.00 -92.82 0.00 92.82 3,213.10 1,606.55 7,062.63 3,536.57 0.00 0.00 0.033 5.00 -21.18 -1.03 0.00 -87.66 0.00 87.66 3,161.57 1,580.79 6,721.40 3,365.70 0.00 -0.01 0.033 10.00 -20.03 -1.03 0.00 -82.49 0.00 82.49 3,106.46 1,553.23 •6,380.23 3,194.86 0.01 -0.01 0.032 15.00 -18.91 -1.03 0.00 -77.34 0.00 77.34 3,047.75 1,523.87 6,039.88 3,024.43 0.03 -0.02 0.032 20.00 -18.87 -1.03 0.00 -72.20 0.00 72.20 2,985.45 1.492.72 5,701.14 2,854.81 0.06 -0.03 0.032 20.17 -17.90 -1.02 0.00 -72.03 0.00 72.03 2,983.31 1,491.65 5,689.88 2,849.17 0.06 -0.03 0.031 25.00 -16.93 -1.01 0.00 -67.10 0.00 67.10 2,919.56 1,459.78 5,364.78 2,686.38 0.09 -0.04 0.031 30.00 -16.90 -1.01 0.00 -62.04 0.00 62.04 2,850.07 1,425.04 5,031.59 2,519.53 0.14 -0.04 0.031 30.17 -15.87 -1.00 0.00 -61.87 0.00 61.87 2,847.69 1,423.85 5,020.54 2,514.00 0.14 -0.05 0.030 35.00 -14.83 -0.98 0.00 -57.06 0.00 57.06 2,776.99 1,388.50 4,702.33 2,354.66 0.19 -0.05 0.030 40.00 -14.81 -0.98 0.00 -52.17 0.00 52.17 2,700.32 1,350.16 4,377.79 2,192.15 0.25 .0.06 0.029 40.08 -13.84 -0.96 0.00 -52.08 0.00 52.08 2,699.02 1,349.51 4,372.43 2,189.46 0.25 .0.06 0.029 45.00 -13.25 -0.94 0.00 -47.38 0.00 47.38 2,620.06 1,310.03 4,058.74 2,032.39 0.32 -0.07 0.028 48.08 -12.68 -0.93 0.00 -44.47 0.00 44.47 2,568.78 1,284.39 3,865.08 1,935.41 0.37 -0.08 0.028 50.00 -11.81 -0.90 0.00 -42.70 0.00 42.70 2,536.21 1,268.10 3,745.971,875.77 0.40 .0.08 0.027 53.00 -11.45 -0.89 0.00 -40.00 0.00 40.00 2,515.461,257.73 3,671.59 1,838.52 0.45 -0.09 0.026 55.00 -10.90 -0.87 0.00 -38.22 0.00 38.22 2,480.561,240.28 3,549.121,777.20 0.49 -0.09 0.026 58.08 -10.59 -0.86 0.00 -35.54 0.00 35.54 2,425.641,212.82 3,362.68 1,683.84 0.55 -0.10 0.025 60.00 -9.81 -0.83 0.00 -33.89 0.00 33.89 2,390.811,195.41 3,248.311,626.57 0.59 -0.10 0.025 65.00 -9.34 -0.81 0.00 -29.76 0.00 29.76 2,297.471,148.73 2,955.83 1,480.11 0.70 -0.11 0.024 68.08 -9.07 -0.79 0.00 -27.28 0.00 27.28 2,232.921,116.46 2,773.50 1,388.81 0.78 -0.12 0.024 70.00 -8.38 -0.76 0.00 -25.76 0.00 25.76 2,183.73 1,091.87 2,652.05 1,327.99 0.82 -0.12 0.023 75.00 -7.97 -0.73 0.00 -21.98 0.00 21.98 2,055.421,027.71 2,348.011,175.75 0.96 -0.13 0.023 78.08 -7.74 -0.72 0.00 -19.72 0.00 19.72 1,976.30 988.15 2,169.751,086.49 1.05 -0.14 0.022 80.00 -7.17 -0.68 0.00 -18.33 0.00 18.33 1,927.11 963.55 2,062.491,032.78 1.10 -0.14 0.021 85.00 -6.83 -0.66 0.00 -14.91 0.00 14.91 1,798.80 899.40 1,795.47 899.07 1.26 -0.15 0.020 88.08 -6.62 -0.65 0.00 -12.88 0.00 12.88 1,719.67 859.84 1,640.03 821.23 1.36 .0.16 0.020 90.00 -6.12 -0.61 0.00 -11.64 0.00 11.64 1,670.48 835.24 1,546.95 774.62 1.43 -0.16 0.019 95.00 -5.82 -0.58 0.00 -8.60 0.00 8.60 1,542.17 771.09 1,316.94 659.45 1.60 -0.17 0.017 98.08 -5.79 -0.58 0.00 -6.80 0.00 6.80 1,463.05 731.52 1,184.33 593.04 1.72 -0.18 0.015 98.42 -5.61 -0.57 0.00 -6.60 0.00 6.60 1,454.49 727.25 1,170.41 586.07 1.73 -0.18 0.015 100.00 -5.50 -0.56 0.00 -5.71 0.00 5.71 1,413.86 706.93 1,105.44 553.54 1.79 -0.18 0.014 101.00 -4.06 -0.43 0.00 -5.15 0.00 5.15 1,388.20 694.10 1,065.35 533.47 1.83 .0.19 0.013 101.08 -3.89 -0.41 0.00 -5.11 0.00 5.11 842.82 421.41 667.50 334.25 1.83 -0.19 0.020 105.00 -3.70 -0.39 0.00 -3.49 0.00 3.49 793.43 396.72 583.57 292.22 1.99 -0.19 0.017 110.00 -3.55 -0.38 0.00 -1.52 0.00 1.52 716.45 358.22 475.29 238.00 2.20 .0.20 0.011 114.00 0.00 -0.37 0.00 0.00 0.00 0.00 654.86 327.43 396.66 198.62 2.36 -0.20 0.000 Page: 14 a I , . Site Number: 412253 Code: ANSI/TIA-222-G 01007-2017by ATCIPLLC. All rights reserved. Site Name: Russakis Indrio Rd FL, FL Engineering Number: 0AA714318_C3_01 10/13/2017 3:24:03 PM Customer: AT&T MOBILITY Equivalent Modal Forces Analysis (Based on ASCE7-10 Chapters 11, 12 & 15 and ANSIITIA-G, section 2.7) Spectral Response Acceleration for Short Period (S .): 0.06 Spectral Response Acceleration at 1.0 Second Period (S t): 0.03 Importance Factor (I E): 1.00 Site Coefficient F 1.60 a: Site Coefficient F � 2A0 Response Modification Coefficient (R): 1.50 Design Spectral Response Acceleration at Short Period IS dg): 0.06 Desing Spectral Response Acceleration at 1.0 Second Period IS dt ): 0.05 Period Based on Rayleigh Method (sec): 1.57 Redundancy Factor(p): 1.30 Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (lb) a b c Saz (lb) (lb) 36 112.00 165 1.824 1.651 1.020 0.114 16 200 35 107.50 222 1.681 1.050 0.785 0.088 17 269 34 103.04 186 1.544 0.616 0.597 0.066 11 226 33 101.04 9 1.485 0.464 0.525 0.058 0 11 32 100.50 125 1.469 0.427 0.507 0.056 6 152 31 99.21 202 1.431 0.346 0.465 0.051 9 245 30 98.25 29 1.404 0.291 0.436 0.047 1 36 29 96.54 338 1.355 0.205 0.387 0.042 12 409 28 92.50 572 1.244 0.051 0.289 0.030 15 693 27 89.04 227 1.153 -0.035 0.221 0.023 4 275 26 86.54 386 1.089 -0.076 0.180 0.018 6 468 25 82.50 650 0.990 -0.112 0.126 0.014 8 787 24 79.04 257 0.909 -0.122 0.091 0.011 2 311 23 76.54 461 0.852 -0.119 0.070 0.010 4 559 22 72.50 772 0.764 -0.104 0.044 0.010 7 936 21 69.04 304 0.693 -0.085 0.029 0.010 3 368 20 66.54 529 0.644 -0.069 0.020 0.011 5 641 19 62.50 882 0.568 -0.041 0.011 0.012 9 1,069 18 59.04 346 0.507 -0.019 0.007 0.013 4 419 17 56.54 621 0.465 -0.004 0.006 0.014 7 752 16 54.00 409 0.424 0.010 0.006 0.014 5 495 15 51.50 981 0.386 0.022 0.007 0.014 12 1,189 14 49.04 638 0.350 0.033 0.009 0.014 8 773 13 46.54 670 0.315 0.042 0.011 0.014 8 812 12 42.54 1,091 0.263 0.053 0.016 0.014 13 1,323 11 40.04 19 0.233 0.058 0.019 0.014 0 23 10 37.50 1,171 0.205 0.062 0.023 0.013 13 1,419 9 32.58 1,160 0.154 0.068 -0.029 0.012 12 1,406 8 30.08 36 0.132 0.069 0.033 0.012 0 44 7 27.50 1,096 0.110 0.071 0.036 0.011 11 1,329 6 22.58 1,088 0.074 0.072 0.040 0.010 10 1,318 _ 5 20.08 42 0.059 0.072 0.041 0.010 0 50 4 17.50 1,263 0.045 0.071 0.042 0.009 10 1,531 3 12.50 1,293 0.023 0.065 0.039 0.008 9 1,567 Page: 15 lu t+� N N V a E 0 2 a a f a M O dN nd O Wm d r�AN d MOmd Om p A d bA W W � OW OA�-M AmO W 00 MAeM�-m b mn00 NMm A Nm Mm 'ice+ � Nbb b N N COI p 0 ... eMmNM mNdm Nd nMmMm b N m OO mm N OF LL r O N M o O � L N `o 21 x R C Q N 9 p o 0 0 0 0 0 0 0 0 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O OOO h 0 0 MI N r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O V C W � W W R � Medddd ddNN N NNN NNNN N Q N W mNO WM m mNm NmAdN N�OOOOOee-e-NN M MdddM O O O O O O O O O e 0 0 0 o O 0 e e e a oo������ve000000000 CO roveve00000000000ve000000000ve0000 O p MN W W 00 wwwwe-���-��� N N m m m m W m W W b b b b b ' O O bd nmeme-b mNNm dbm� and ON MNMmNmO1�N Ne-b y a b b W W mm . .0. 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VO V N O R � wmW m NA W Nmb Nm1CN QI tO Se m W NOAIV O AN OI�N m m m O m mmw � O "' m m m r r co 9 J W S Q C m 9 a O d aa d N Oa Z op ma o ad wW x OaNiwarvnu��nmm W N5.0m Qa K Q `d. moeOayo W b CCi O..0 hh d pA U O N3Vtltl. NV a Offaoo NNm ~° E r-o au cEENWQ 3Nmm EOl E. x ¢¢ m N N: d E « N N (A u0N VVd Z gLLLLLL NN N O O NK>Ydw ww w W WYY U ce 'O d W NdM N�OmmA b WdMNe-pm mA bbdM NCO W 0 .� MMMM MMMNNN NNNN NN'N� �����eeee-m W AW NdM N U J W W a Site Number: 412253 Site Name: Russakis Indrio Rd FL, FL Customer: AT&T MOBILITY Code: ANSIITIA-222-G 02007-1017byATCIPLLC. All rights reserved. Engineering Number: 0AA714318 C3 01 10/1312017 3:24:03 PM • 2 7.50 1,373 0.008 0.052 0.030 0.006 7 1,219 1 2.50 1,239 0.001 0.023 0.013 0.003 3 1,100 Commscope ATSBT- 114.00 5 1.890 1.980 1.140 0.127 1 5 CSS DBC-7CAP 114.00 20 1.890 1.980 1.140 0.127 2 18 CSS X7-665.4 114.00 82 1.890 1.980 1.140 0.127 9 73 JMA Wireless X7COAP- 114.00 277 1.890 1.980 1.140 0.127 30 246 Round Low Profile PI 114.00 1,500 1.890 1.980 1.140 0.127 165 1,332 VZW Unused Reserve: 114.00 2,115 1.890 1.980 1.140 0.127 232 1,878 Kathrein Scala 860 1 101.00 14 1.484 0.461 0.523 0.058 1 13 RFS FDGW550413C-3 101.00 17 1A84 0.461 0.523 0.058 1 15 RFS ATM192012B.0 101.00 22 1.484 0.461 0.523 0.058 1 20 RFS ATM19801712-0 101.00 76 IA84 0.461 0.523 0.058 4 67 Raycap DC6.48.60.18- 101.00 20 1.484 0.461 0.523 0.058 1 18 Ericsson RRUS 32 B2 101.00 159 1A84 0.461 0.523 0.058 8 141 Ericsson RRUS-11 101.00 165 1.484 0.461 0.523 0.058 8 146 Kathrein Scala 742 2 101.00 73 1.484 0.461 0.523 0.058 4 65 Kathrein Scala 800 1 101.00 185 1.484 0.461 0.523 0.058 9 164 Commscope SBNHH- 101.00 132 1.484 0.461 0.523 0.058 7 117 Round T-Arm 101.00 750 1.484 0.461 0.523 0.058 38 666 26,465 52.511 22.112 18.806 2.272 790 23,496 Page: 17 ♦ ♦ K Site Number: 412253 Code: ANSI/TIA-222-G 02007-2017byATCIPLLC. All rights reserved. - Site Name: Russakis Indrio Rd FL, FL Engineering Number: OAA714318_C3_01 10/13/2017 3:24:03 PM Customer: AT&T MOBILITY Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method Calculated Forces Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu Mu MZ MX (ft-kips) (ft-kips) Resultant Moment (ft-kips) phi phi phi phi Pn Vn Tn Mn (kips) (kips) (ft-kips) (ft-kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -30.58 .0.79 0.00 -76.92 0.00 76.92 3,213.10 1,606.55 7,062.63 3,536.57 0.00 0.00 0.031 5.00 -28.91 .0.78 0.00 -72.98 0.00 72.98 3,161.57 1,580.79 6,721.40 3,365.70 0.00 -0.01 0.031 10.00 -27.35 -0.78 0.00 -69.06 0.00 69.06 3,106.46 1,553.23 6,380.23 3,194.86 0.01 -0.01 0.030 15.00 -25.81 -0.77 0.00 -65.17 0.00 65.17 3,047.75 1,523.87 6,039.88 3,024.43 0.03 -0.02 0.030 20.00 -25.76 -0.77 0.00 -61.32 0.00 61.32 2,985.45 1,492.72 5,701.14 2,854.81 0.05 -0.02 0.030 20.17 -24.45 -0.76 0.00 -61.19 0.00 61.19 2,983.31 1,491.65 5,689.88 2,849.17 0.05 -0.02 0.030 25.00 -23.12 -0.75 0.00 -57.51 0.00 57.51 2,919.56 1,459.78 5,364.78 2,686.38 0.08 -0.03 0.029 30.00 -23.07 -0.75 0.00 -53.74 0.00 53.74 2,850.07 1,425.04 5,031.59 2,519.53 0.11 -0.04 0.029 30.17 -21.67 -0.74 0.00 -53.62 0.00 53.62 2,847.69 1,423.85 5,020.54 2,514.00 0.12 .0.04 0.029 35.00 -20.25 -0.73 0.00 -50.02 0.00 50.02 2,776.99 1,388.50 4,702.33 2,354.66 0.16 -0.05 0.029 40.00 -20.22 -0.73 0.00 -46.37 0.00 46.37 2,700.32 1,350.16 4,377.79 2,192.15 0.21 -0.05 0.029 40.08 -18.90 -0.72 0.00 -46.31 0.00 46.31 2,699.02 1,349.51 4,372.43 2,189.46 0.21 .0.05 0.028 45.00 -18.09 -0.71 0.00 -42.77 0.00 42.77 2,620.06 1,310.03 4,058.74 2,032.39 0.27 .0.06 0.028 48.08 -17.32 -0.70 0.00 -40.57 0.00 40.57 2,568.781,284.39 3,865.081,935.41 0.31 .0.07 0.028 50.00 -16.13 -0.69 0.00 -39.22 0.00 39.22 2,536.21 1,268.10 3,745.971,875.77 0.34 -0.07 0.027 53.00 -15.63 -0.69 0.00 -37.14 0.00 37.14 2,515.461,257.73 3,671.591,838.52 0.38 -0.08 0.026 55.00 -14.88 .0.68 0.00 -35.77 0.00 35.77 2,480.561,240.28 3,549.121,777.20 0.42 .0.08 0.026 58.08 -14.46 -0.68 0.00 -33.67 0.00 33.67 2,425.641,212.82 3,362.681,683.84 0.47 -0.09 0.026 60.00 -13.39 -0.67 0.00 -32.37 0.00 32.37 2,390.811,195.41 3,248.311,626.57 0.51 -0.09 0.026 65.00 -12.75 -0.66 0.00 -29.03 0.00 29.03 2,297.471,148.73 2,955.83 1,480.11 0.60 -0.10 0.025 68.08 -12.38 -0.66 0.00 -26.98 0.00 26.98 2,232.921,116.46 2,773.50 1,388.81 0.67 -0.11 0.025 70.00 -11.45 -0.66 0.00 -25.71 0.00 25.71 2,183.731,091.87 2,652.05 1,327.99 0.71 -0.11 0.025 75.00 -10.89 -0.65 0.00 -22.43 0.00 22.43 2,055.421,027.71 2,348.011,175.75 0.83 -0.12 0.024 78.08 -10.58 -0.65 0.00 -20.43 0.00 20.43 1,976.30 988.15 2,169.751,086.49 0.91 -0.13 0.024 80.00 -9.79 -0.64 0.00 -19.18 0.00 19.18 1,927.11 963.55 2,062.491,032.78 0.97 -0.13 0.024 85.00 -9.32 -0.64 0.00 -15.98 0.00 15.98 1,798.80 899.40 1,795.47 899.07 1.11 -0.14 0.023 88.08 .9.04 -0.63 0.00 -14.02 0.00 14.02 1,719.67 859.84 1,640.03 821.23 1.20 -0.15 0.022 90.00 -8.35 -0.62 0.00 -12.81 0.00 12.81 1,670.48 835.24 1,546.95 774.62 1.26 -0.15 0.022 95.00 -7.94 -0.60 0.00 -9.73 0.00 9.73 1,542.17 771.09 1,316.94 659.45 1.43 -0.17 0.020 98.08 -7.91 -0.60 0.00 -7.87 0.00 7.87 1,463.05 731.52 1,184.33 593.04 1.54 -0.17 0.019 98.42 -7.66 -0.59 0.00 -7.67 0.00 7.67 1,454.49 727.25 1,170.41 586.07 1.55 -0.17 0.018 100.00 -7.51 -0.59 0.00 -6.73 0.00 6.73 1,413.86 706.93 1,105.44 553.54 1.61 -0.18 0.017 101.00 -5.54 -0.50 0.00 -6.14 0.00 6.14 1,388.20 694.10 1,065.35 533.47 1.65 -0.18 0.016 101.08 -5.32 -0.49 0.00 -6.10 0.00 6.10 842.82 421.41 667.50 334.25 1.65 -0.18 0.025 105.00 -5.05 -0.47 0.00 -4.18 0.00 4.18 793.43 396.72 583.57 292.22 1.80 -0.19 0.021 110.00 -4.85 -0.46 0.00 -1.82 0.00 1.82 716.45 358.22 475.29 238.00 2.00 -0.19 0.014 114.00 0.00 -0.44 0.00 0.00 0.00 0.00 654.86 327.43 396.66 198.62 2.17 -0.20 0.000 Page: 18 „ 'r y Site Number: 412253 Site Name: Russakis Indrio Rd FL, FL . Customer: AT&T MOBILITY Code: ANSIITIA-222-G Engineering Number: OAA714318_C3_01 ©2007-2017byATCIPLLC. All rights reserved. 10/13/2017 3:24:03 PM Load Case (0.9 - 0.2Sds) " DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -22.40 -0.79 0.00 -76.38 0.00 76.38 3,213.10 1,606.55 7,062.63 3,536.57 0.00 0.00 0.029 5.00 -21.18 -0.78 0.00 -72.44 0.00 72.44 3,161.57 1,580.79 6,721.40 3,365.70 0.00 -0.01 0.028 10.00 -20.03 -0.78 0.00 -68.52 0.00 68.52 3,106.46 1,553.23 6,380.23 3,194.86 0.01 -0.01 0.028 15.00 -18.91 -0.77 0.00 -64.65 0.00 64.65 3,047.75 1,523.87 6,039.88 3,024.43 0.03 -0.02 0.028 20.00 -18.87 -0.77 0.00 -60.81 0.00 60.81 2,985.45 1,492.72 5.701.14 2,854.81 0.05 .0.02 0.028 20.17 -17.90 -0.76 0.00 -60.68 0.00 60.68 2,983.31 1,491.65 5,689.88 2,849.17 0.05 -0.02 0.027 25.00 -16.93 -0.75 0.00 -57.01 0.00 57.01 2,919.56 1,459.78 5,364.78 2,686.38 0.08 -0.03 0.027 30.00 -16.90 -0.75 0.00 -53.26 0.00 53.26 2,850.07 1,425.04 5,031.59 2,519.53 0.11 -0.04 0.027 30.17 -15.87 -0.74 0.00 -53.14 0.00 53.14 2,847.69 1,423.85 5,020.54 2,514.00 0.11 -0.04 0.027 35.00 -14.83 -0.73 0.00 -49.57 0.00 49.57 2,776.99 1,388.50 4.702.33 2,354.66 0.16 -0.04 0.026 40.00 -14.81 -0.73 0.00 -45.94 0.00 45.94 2,700.32 1,350.16 4,377.79 2,192.15 0.21 -0.05 0.026 40.08 -13.84 -0.71 0.00 -45.87 0.00 45.87 2,699.02 1,349.51 4,372.43 2,189.46 0.21 -0.05 0.026 45.00 -13.25 -0.71 0.00 -42.36 0.00 42.36 2,620.06 1,310.03 4,058.74 2,032.39 0.27 -0.06 0.026 48.08 -12.68 -0.70 0.00 -40.18 0.00 40.18 2,568.78 1,284.39 3,865.08 1,935.41 0.31 -0.07 0.026 50.00 -11.81 -0.69 0.00 -38.84 0.00 38.84 2,536.21 1,268.10 3,745.97 1,875.77 0.34 -0.07 0.025 53.00 -11.45 -0.68 0.00 -36.78 0.00 36.78 2,515.461,257.73 3,671.59 1,838.52 0.38 -0.08 0.025 55.00 -10.90 -0.68 0.00 -35.42 0.00 35.42 2,480.561,240.28 3,549.12 1,777.20 0.41 -0.08 0.024 58.08 -10.59 -0.67 0.00 -33.34 0.00 33.34 2,425.64 1,212.82 3,362.68 1,683.84 0.47 .0.08 0.024 60.00 -9.81 -0.66 0.00 -32.05 0.00 32.05 2,390.811,195.41 3,248.311,626.57 0.50 -0.09 0.024 65.00 -9.34 -0.66 0.00 -28.74 0.00 28.74 2,297.471,148.73 2,955.83 1,480.11 0.60 -0.10 0.023 68.08 -9.07 -0.66 0.00 -26.71 0.00 26.71 2,232.921,116.46 2,773.50 1,388.81 0.66 -0.10 0.023 70.00 -8.38 -0.65 0.00 -25.45 0.00 25.45 2,183.731,091.87 2,652.05 1,327.99 0.71 -0.11 0.023 75.00 -7.97 -0.65 0.00 -22.21 0.00 22.21 2,055.421,027.71 2,348.011,175.75 0.83 -0.12 0.023 78.08 -7.75 -0.64 0.00 -20.22 0.00 20.22 1,976.30 988.15 2,169.751,086.49 0.91 -0.13 0.023 80.00 -7.17 -0.63 0.00 -18.99 0.00 18.99 1,927.11 963.55 2,062.491,032.78 0.96 -0.13 0.022 86.00 -6.83 -0.63 0.00 -15.81 0.00 15.81 1,798.80 899.40 1,795.47 899.07 1.10 -0.14 0.021 88.08 -6.62 -0.62 0.00 -13.87 0.00 13.87 1,719.67 859.84 1,640.03 821.23 1.19 -0.15 0.021 90.00 -6.12 -0.61 0.00 -12.68 0.00 12.68 1,670.48 835.24 1,546.95 774.62 1.25 -0.15 0.020 95.00 -5.82 -0.60 0.00 -9.63 0.00 9.63 1,542.17 771.09 1,316.94 659.45 1.42 -0.16 0.018 98.08 -5.79 -0.60 0.00 -7.79 0.00 7.79 1,463.05 731.52 1,184.33 593.04 1.53 -0.17 0.017 98.42 -5.61 -0.59 0.00 -7.59 0.00 7.59 1,454.49 727.25 1,170.41 586.07 1.54 -0.17 0.017 100.00 -5.50 -0.58 0.00 -6.66 0.00 6.66 1,413.86 706.93 1,105.44 553.54 1.60 -0.17 0.016 101.00 -4.06 -0.50 0.00 -6.08 0.00 6.08 1,388.20 694.10 1,065.35 533.47 1.63 -0.18 0.014 101.08 -3.89 -0.48 0.00 -6.04 0.00 6.04 842.82 421.41 667.50 334.25 1.64 -0.18 0.023 105.00 -3.70 -0.47 0.00 -4.14 0.00 4.14 793.43 396.72 583.57 292.22 1.78 -0.18 0.019 110.00 -3.55 -0.45 0.00 -1.80 0.00 1.80 716.45 358.22 475.29 238.00 1.98 -0.19 0.013 114.00 0.00 -0." 0.00 0.00 0.00 0.00 654.86 327.43 396.66 198.62 2.15 -0.20 0.000 Page: 19 Site Number: 412253 Site Name: Russakis Indrio Rd FL, FL Customer: AT&T MOBILITY Analysis Summary Code: ANSIITIA-222-G Engineering Number:OAA714318_C3_01 ©2007-2017byATCIPLLC. All rights reserved. 10/13/2017 3:24:03 PM Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft) Ratio 1.213 + 1.6W 36.39 0.00 31.68 0.00 0.00 3341.27 0.00 0.96 0.913 + 1.6W 36.37 0.00 23.74 0.00 0.00 3318.60 0.00 0.95 (1.2+0,2Sds)•DL+EELFM 1.03 0.00 30.58 0.00 0.00 93.43 0.00 0.04 (1.2 + 0.2Sds)' DL + E EMAM 0.79 0.00 30.58 0.00 0.00 76.92 0.00 0.03 (0.9 - 0.2Sds) . DL + E ELFM 1.03 0.00 22.40 0.00 0.00 92.82 0.00 0.03 (0.9 - 0.2Sds) . DL + E EMAM 0.79 0.00 22.40 0.00 0.00 76.38 0.00 0.03 1.013 + 1.OW 5.50 0.00 26.46 0.00 0.00 504.09 0.00 0.15 Page: 20 Plate Type Baseplate d Pole Diameter 53.7 1 Pole Thickness 0.3125 d Plate Diameter 67 c Plate Thickness 225 Plate Fy 60 m Weld Length 0.25 m 0. Kesistance Applied 231.31 # 24 Thickness 0.75 ay` Length 6.5 Height 11.75 N Chamfer 0.5 Offset Angle 0 Fy 1 36 - # 24 Bolt Circle 61 (R)adial/(S)quare R s Diameter 2.25 S4 Hole Diameter 2.625 m Type 18J Fy 75 Fu 100 259.82 ¢s Resistance Applied 110.81 • e E u `o `e .8 # 0 0 11 0 m uj w Code Rev. Date 10/13/2017 in Engineer - Annika.Venning in Site # 412253 in Moment 3341.3 k-ftj Carrier AT&T MOBILITY in Axial 31.7 k ksi in k-in k-in Show in in in 1*1� 0 0 . 0 O 0 n .. e 0 p ksi O O n0--------- I --------- 0 n 0 0 n 0 O <si <si O 0 0 O 0 c Plate Stress Ratio: 0.15 (Pass) Bolt Stress Ratio: 0.43 (Pass)