Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
ANALYSIS REPORT
NOV 2 3 2015 VELOM EL ENGINEERING IN.N13VATI13N Structural Analysis for SBA Network Services, Inc. 450' Guyed Tower (450' AGL) SBA Site Name: Swain Road Tower SBA Site ID: FL04816-A-10 81 T-Mobile Site ID: A2130044C Site Address: 1401 Swain Road, Fort Pierce, FL 34950 FDH Velocitel Project Number 15OBV01400 Analysis Results SCANNED BY LOOP County Tower Components 72.8% Sufficient Foundation 56.8% Sufficient Prepared By: MAC Morteza Ashoud, El, PhD Project Engineer I Velocitel, Inc., d.b.a. FDH Velocitel 6521 Meddien Drive Raleigh, NC, 27616 (919)755-1012 October 26, 2015 Reviewed By: 1 a , // /n! J. Scott Hilgoe, PE Senior Project Engineer FL License No. 78300 Velocitel, Inc. GOA 28282 `�\\G\GpT I T H 1477///// F-Ns�GO�,/i No.78300 o STA7POF O /11171101 Preparedpursuant to the ANSMA-222-G Structural Standard 1orAntenna Supporting Structures and Antennas and Florida Building Code, Fdth Edition (2014) STR-RPT-10100 RGA.2.0 i TABLE OF CONTENTS EXECUTIVE SUMMARY ........................................ Conclusions............................................................ Recommendations.................................................. APPURTENANCE LISTING..., ............................... RESULTS.............................................................. GENERAL COMMENTS ......................................... LIMITATIONS......................................................... APPENDIX.............................................................. Structural Analysis Report SBA Network Services, Inc. SBA Site ID: FI-04816-A-10 3 ....................................................................... ....................................................................... 3 ....................................................................... 3 .......................................................................4 ....................................................................... 5 8 ....................................................................... ....................................................................... 8 ....................................................................... 9 STR-RPT-10100 2 Structural Analysis Report SBA Network Services, Inc. SBA Site ID: FL04816-A-10 October 26, 2015 EXECUTIVE SUMMARY At the request of SBA Network Services, Inc., FDH Velocitel performed a structural analysis of the existing Guyed Tower located in Fort Pierce, FL to determine whether the tower is structurally adequate to support the antenna configuration in place per Table 1 pursuant to the ANSIITIA-222-G Structural Standard for Antenna Supporting Structures and Antennas and Florida Building Code, Fifth Edition (2014). Information pertaining to the antenna loading, current tower geometry, member sizes, and below grade parameters was obtained from: The ultimate design wind speed per the FBC, 5th Ed. (2014) is 158 mph without ice. This is converted to a basic design wind speed per the ANSIITIA-222-G standard and FBC, 5th Ed. (2014) Section 1609.3.1 of 122 mph. Furthermore, this structure was analyzed as a Class II structure in Exposure Category C, Topographical Factor of 1, and Spectral Response Accelerations of Ss = 0.056 and S, = 0.029. Note: Per Section 2.7.3 of the ANSIITIA-222-G Standard, the seismic/earthquake loading effects can be ignored if the spectral response acceleration at short periods (Ss) is less than or equal to 1.00. The tower's location mandates a design Ss of less than 1.00, thus seismic loading was not considered as part of the analysis of this structure. Conclusions With the antenna configuration in place per Table 1 we have determined the tower stress level to be sufficient and the foundation(s) to be sufficient pursuant to the requirements stipulated by ANSIITIA-222-G Structural Standard for Antenna Supporting Structures and Antennas and Florida Building Code, Fifth Edition (2014) provided the Recommendations listed below are satisfied. For a more detailed description of the analysis of the tower, see the Results section of this report. Our structural analysis has been performed assuming all information provided to FDH Velocitel is accurate (i.e., the structure member information, tower layout, existing antenna loading, and proposed antenna loading) and that the tower has been properly erected and maintained per the original design drawings. Recommendations To ensure the requirements of the current analysis standards are met with the antenna configuration in place per Table 1, we have the following recommendations: 1. Feed lines must be installed as shown in Figure 1. 2. RRUIRRH Stipulation: The equipment may be installed in any arrangement as determined by the client. 3. The proposed/existing TMAs should be installed directly behind the proposed/existing panel antennas. STR-RPT-10100 3 Structural Analysis Report SBA Network Services, Inc. SBA Site ID: FL04816-A-10 October 26, 2015 APPURTENANCE LISTING The antennas and equipment, with their corresponding feed lines, considered for this analysis are shown in Table 1. If the actual layout determined in the field deviates from the layout, FDH Velocitel should be contacted to perform a revised analysis. Table 1 - Appurtenance Loading Existing Loading: Antenna Mount Elevation Description Feed Lines' Carder Elevation MountType 387 1 1 Shivle LabsSITY68104-Ba Antenna 1 2" 1 dwa 387 1 reclMount (6) Cellmax CMA-BDHHI6520/EO-8 (3) Cellmax CMA-B165201E0-8 232 (2) Nokia FXFB (12) 1-5/8" T-Mcbile 232 (3) 12.5'T-Frames (3) Nokia FRIG (1)1.584" Hybrid (3) RFS ATMAA1412D-1A20 1 Ra ca ASU9338TYP0I 225 1 Scala PR-950 Dish 1 1.1/4" Midway 225 Direct 200 9 CSA PCSA065-19-2 9 1-5/8" Verizon 200 3 10' Standoffs (3) Decibel DB844H90E-XY 148 (3) Andrew 844G65VrZASX6850 (9) 7/8" Nextel 148 (3) 1TT-Frames 3 Andrew844G90VFA-SX 1. See Figure 1 for feed line layout Proposed Carrier Final Loading: STR-RPT-10100 RESULTS Structural Analysis Report SBA Network Services, Inc. SBA Site ID: FL04816-A-10 October 26.2015 The following material grades for individual members were used for analysis: Table 2 - Material Grade Member Type Material Grade Le s 7572-50 Bracing A36/A572-50 Table 3 and Table 4 display the summary of capacities for the analyzed structure and its additional components. Values greater than 100% indicate locations where the maximum force in the member exceeds its capacity. Note: Capacities up to 105% are considered acceptable (except foundation soil interaction, up to 110% is considered acceptable). Table 5 displays the maximum dish rotations at service winds speeds. If the assumptions outlined in this report differ from actual field conditions, FDH Velocitel should be contacted to perform a revised analysis. Furthermore, as no information pertaining to the allowable twist and sway requirements for the appurtenances was provided, deflection and rotation were not taken into consideration when performing this analysis. See the Appendix for detailed modeling information. Table 3 - Structure Member Capacities Section No. 11 Elevation (ft.) 450 - 440 Component p-Capacity Leg 2 36.2 Pass Diagonal 314 29.7 Pass Horizontal L2 1/2x2 1/20/16 38.5 Pass Top Girt L21/2x21/2x3/16 23.5 Pass Guy A 444 1 49.2 Pass Guy B 444 1 49.2 Pass Guy C 444 1 49.2 Pass T2 440 - 420 Leg 2 55.0 Pass Diagonal 5/8 27A Pass Horizontal L2x2x1/4 28.3 Pass Top Girt L2x2xl/4 39.7 Pass T3 420-400 Leg 2 56.7 Pass Diagonal 518 24.1 Pass Horizontal L2x2x1/4 28.5 Pass Top Girt L2x2x1/4 28A Pass T4 400- 380 Leg 2 72.8 Pass Dialicnal 314 29.0 Pass Horizontal L2 1/2x2 1/2x3/16 34.7 Pass Top Girt L2 1/2x2 1/2x3/16 29.8 Pass Guy A 384 718 52.1 Pass Guy B 384 718 52.1 Pass Guy C 384 7/8 52.1 Pass T5 380-360 Leg 2 70.6 Pass Diagonal 5/8 23.3 Pass Horizontal L2x2xl/4 24.2 Pass Top Girt L2x2x1/4 29.2 Pass T6 360 - 340 Leg 2 63.2 Pass Diagonal 5/8 28.6 Pass Horizontal L2x2x1/4 23.3 Pass Top Girt L2x2xl/4 23.6 Pass T7 340 - 320 Leg 2112 43.5 Pass Diagonal 718 29.6 Pass Horizontal L2 1/2x2 1/2x1/4 35.7 Pass STR-RPT-10100 Structural Analysis Report SBA Network Services, Inc. SBA Site ID: FL04816-A-10 October 26, 2015 section No. Elevation (ft.) Component .•Capacity Top Girt L21/2x21/204 23.7 1 ass Guy A 324 1 49.2 Pass Guy B 324 1 49.2 Pass Guy C 324 1 49.2 Pass T8 320 - 300 Leg 21/2 41.1 Pass Diagonal 7/8 20.7 Pass Horizontal L2 1/2x2 1/2x1/4 27.9 Pass Top Girt L21/2x21/204 31.7 Pass T9 300 - 280 Leq 2114 54.0 Pass Diagonal 5/8 19.8 Pass Horizontal L2x2xl/4 21.3 Pass Top Girt L2x2xl/4 29.8 Pass T10 280 - 260 Leg 2 314 36.9 Pass Diagonal 2x1/2 23.2 Pass Horizontal L3x3x1/4 34.7 Pass Top Girt L3x3xl/4 23.7 Pass T11 260 - 240 Leg 2 314 54.6 Pass Diagonal 2x1/2 26.8 Pass Horizontal L3x3x1/4 56.0 Pass Top Girt L3x3x1/4 33.7 Pass Guy A 256 1 47.8 Pass Guy B 256 1 47.8 Pass Guy C 256 1 47.8 Pass Torque Arm Top@256 C12x25 12.9 Pass Torque Arm Bottom 256 C12x25 27.5 Pass T12 240 - 220 Leg 2 3/4 60.8 Pass Diagonal 3/4 29.6 Pass Horizontal L21/2x21/2x3/16 32A Pass Top Girt L2 1/2x2 1/20/16 35.6 Pass T13 220-200 Leg 3 46.1 Pass Diagonal 2x5/8 24.2 Pass Horizontal L3x3x5/16 32.0 Pass Top Girt L3x3x5/16 22.9 Pass T14 200.180 Leg 3114 42A Pass Diagonal MIS 31.5 Pass Horizontal L3x3x5/16 62.9 Pass Top Girt LUU5/16 31.3 Pass Gu A 192 1 49.4 Pass Guy B 192 1 49.4 Pass Guy C 192 1 49.3 Pass Torque Arm Topiol92 C12x25 12.9 Pass Torque Arm Bottom 192 C12x25 25.1 Pass T15 180 -160 Leg 3 51.8 Pass Diagonal 718 18.5 Pass Horizontal L21/2x21/2x114 23.0 Pass Top Girt L2 1/2x2 1/2x1/4 32.2 Pass T16 160 -140 Leg 3 51.9 Pass Diagonal 7/8 28.2 Pass Horizontal L2 1/2x2 1/2x114 25.2 Pass Top Girt L2 1/2x2 1/2x1/4 23.1 Pass T17 140 -120 Leg 31/2 45.3 Pass Diagonal 2xl/2 29.9 Pass Horizontal L3x3xl/4 60.8 Pass Top Girt L3x3xl/4 25.3 Pass Gu A 128 718 48.1 Pass Guy B 128 7/8 48.1 Pass Guy C 128 7/8 47.9 Pass Torque Arm Top@128 C12x25 9.0 Pass STR-RPTA0100 Structural Analysis Report SBA Network Services, Inc. SBA Site ID: FL04816-A-10 October 26, 2015 Sedion No. Elevation (it,) Component peCapacity Torque Arm Bottom 128 C12x25 17.0 Pass T18 120-100 Leg 3114 49.7 Pass Diagonal 7/8 24.7 Pass Horizontal L21021/2xl/4 23.0 Pass Top Girt L21021/2x1/4 28.9 Pass T19 100-80 Leg 31/4 51.3 Pass Diagonal 3/4 17.2 Pass Horizontal L21/2x21/2x3/16 23.3 Pass Top Girt L21/2x21/20116 26.2 Pass T20 80 - 60 Leg 31/4 50.3 Pass Diagonal 314 28A Pass Horizontal L2 1/2x2 1/20116 23.9 Pass Top Girt L2 1/2x2 1/20/16 23.1 Pass Guy A 64 718 40.6 Pass Guy B 64 7/8 40.6 Pass Guy C 64 718 40.6 Pass T21 60-40 Leg 31/4 55.5 Pass Diagonal 314 24.7 Pass Horizontal L2 1/2x2 1/2016 22.9 Pass Top Girt L2 102 1/20116 23.4 Pass T22 40-20 Leg 3114 56.1 Pass Diagonal 3/4 17.6 Pass Horizontal L2 102 1120/16 22.9 Pass Top Girt L2 102 1/2x3/16 22.9 Pass T23 20-4 Leg 31/4 54.2 Pass Diagonal 3/4 37.6 Pass Horizontal L2 102 1/2x3/16 30.2 Pass Top Girt L2 1/2x2 1/20/16 22.5 Pass T24 4-0 Leg 3114 53.7 Pass Diagonal 314 44.1 Pass Horizontal 45/8 17.8 Pass Top Girt 45/8 58.8 Pass Table 4-Additional Structure Component Capacities Table 5 - Maximum Dish Rotations at Service Wind Speeds STR-RPT-10100 Structural Analysis Report SBA Network Services, Inc. SBA Site ID: FI-04816-A-10 October 26. 2015 GENERAL COMMENTS This engineering analysis is based upon the theoretical capacity of the structure. It is not a condition assessment of the tower and its foundation. It is the responsibility of SBA Network Services, Inc. to verify that the tower modeled and analyzed is the correct structure (with accurate antenna loading information) modeled. If there are substantial modifications to be made or the assumptions made in this analysis are not accurate, FDH Velocitel should be notified immediately to perform a revised analysis. IIT, 1`1:111f0RE: All opinions and conclusions are considered accurate to a reasonable degree of engineering certainty based upon the evidence available at the time of this report. All opinions and conclusions are subject to revision based upon receipt of new or additionallupdated information: All services are provided exercising a level of care and diligence equivalent to the standard and care of our profession. No other warranty or guarantee, expressed or implied, is offered. Our services are confidential in nature and we will not release this report to any other party without the client's consent. The use of this engineering work is limited to the express purpose for which it was commissioned and it may not be reused, copied, or distributed for any other purpose without the written consent of FDH Velocitel. STR-RPT-10100 APPENDIX STR-RPT•10100 Structural Analysis Report SBA Network Services, Inc. SBA Site ID: FL04816-A-10 October 26.2015 A -LEG (30')-\ (12) 1-5/8' EXISTING FEED LINES (1) 1-5/8' EXISTING HYBRID CABLE �` i FOR T-MOBILE TO 23Z NO O EC On� O -- n SAFETYCLIMB-\ / / (1)1/2' LIGHTING CABLE TO 114.6 J o (1) 2- EXISTING FEED LINE FOR MIDWAY TO 387' (1) 1-1/4- EXISTING FEED LINE FOR MIDWAY TO 225' Structural Analysis Report SBA Network Services, Inc. SBA Site ID: FL04816-A-10 October 26, 2015 (9) 7/8' EXISTING FEED LINES FOR NEXTEL TO 148' i (4) 1/2' LIGHTING CABLES TO 452.5', 377.2', 8 226' =FUTURE • =PROPOSED 0 =EXISTING Figure 1— Feed Line Layout (9) 1-5/8' EXISTING FEED LINES FOR VERIZON TO 195' STR-RPT-10100 10 _ Q 3 C rc F - K ' N C m N `LI A u m N rc v� 6 N Q a 9 c - a s e m a �_ N N _ C 9 y m O a as 4, 4E 3f 3E 34 32 3E 2E 2E 24 f 4 A REACMNS ARE FACTORED FDH Velocitel Vo.ata. 6521 Meridien Drive a•==•..-„n..nniRaleigh, North Carolina 27616 TOa�Melysl3 Phone: 9197551012 FAX: 9197551031 "Swain Road Tower, FL04816-A-10 P'°IK`'15CBV01400 Gee SBA Network ServicesInc. °iau'"hY Morteza Ashou APP'd: Cme: TIA-222-G Date: 10/26/15 smie' NTS Path: Dag No.E-1 WxTower Job Swain Road Tower, FL04816-A-10 Page 1 of 50 FDH Velocitel 6521 Mendien Drive Project 15CBV01400 Date 15:24:12 10/26/15 Raleigh, North Carolina 27616 Phone. 9197551012 FAX: 9197551031 Client SBA Network Services, Inc. Designed by Morteza Ashouri Tower Input Data The main tower is a 3x guyed tower with an overall height of 450.00 ft above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ground line. The face width of the tower is 5.00 ft at the top and tapered at the base. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Saint Lucie County, Florida. ASCE 7-10 Wind Data is used (wind speeds converted to nominal values). Basic wind speed of 122 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0.00 ft. Deflections calculated using a wind speed of 60 mph. Tapered base section details not available at the time of analysis.. Tension only take-up is 0.0313 in. Pressures are calculated at each section. Safety factor used in guy design is 1. Stress ratio used in tower member design is 1. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Consider Moments - Legs Consider Moments - Horizomals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Iee Always Use Max Kz Use Special Wind Profile Include Bolts In Member Capacity Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) Add IBC .6D+W Combination Options Distribute Leg Loads As Uniform Assume Legs Pinned Assume Rigid Index Plate Use Clear Spans For Wind Area Use Clear Spans For KUr Retension Guys To Initial Tension Bypass Mast Stability Checks Use Azimuth Dish Coefficients Project Wind Area of Appun. Autocale Torque Arm Areas SR Members Have Cut Ends Sort Capacity Reports By Component Triangulate Diamond Inner Bracing Use TIA-222-G Tension Splice Capacity Exemption Treat Feedline Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA SR Leg Bolts Resist Compression Aft Leg Panels Have Same Allowable Offset Girt At Foundation Consider Fecdline Torque Include Angle Block Shear Check i - Poles , l Include Shear -Torsion Interaction Always Use Sub -Critical Flow Use Top Mounted Sockets WxTower Job Page Swain Road Tower, FI-04816-A-10 2 of 50 FDHVelocitel Project Date 6521 Mendien Drive 15CBVO1400 15:24:12 10/26/15 Raleigh, North Carolina 17616 Client Designed by Phone: 9197551012 SBA Network Services, Inc. Morteza Ashouri X FA9197551031 Wind 180 T J � 1egA Wind 90 —► c c e Leg C z Leg E Wi G Face C G4ye Wind 0 Corner & Starmount Guyed Tower mxTower Job Swain Road Tower, FL04816-A-10 Page 3 of 50 FDH Velocitel 6521 Meridien Drive Project 15CBVO1400 Date 15:24:12 10/26/15 Raleigh, North Carolina 27616 Phone: 9197551011 FAX., 9197551031 Client SBA Network Services, Inc. Designed by Morteza Ashouri Wind 180 I Guy C Face Guyed Tower Section Georret- Tower Section Tower Assembly Elevation Database ft Description Section Width ft Number of Sections Section Length ft Tl 450.00-440.00 5.00 1 10.00 T2 440.00420.00 5.00 1 20.00 T3 420.00400.00 5.00 1 20.00 T4 400.00-380.00 5.00 1 20.00 T5 380.00-360.00 5.00 1 20.00 T6 360.00-340.00 5.00 l 20.00 T7 340.00-320.00 5.00 I 20.00 T8 320.00-300.00 5.00 1 20.00 T9 300.00-280.00 5.00 I 20.00 Tl0 280.00-260.00 5.00 1 20.00 Tll 260.00-240.00 5.00 1 20.00 T12 240.00-220.00 5.00 1 20.00 T13 220.00-200.00 5.00 l 20.00 T14 200.00-180.00 5.00 1 20.00 T15 180.00-160.00 5.00 1 20.00 T16 160.00-140.00 5.00 1 20.00 tnxTower Job Page Swain Road Tower, FL04816-A-10 4 of 50 FDHVelocitel Project Date 6521 Merldien Drive 15CBV01400 15:24:12 10/26/15 Raleigh, North Carolina 27616 Client Designed by Phone: 9197551012 SBA Network Services, Inc. Morteza Ashouri FAX.- 9197551031 Tower Tower Assembly Description Section Number Section Section Elevation Database Width of Length Sections J1 ft ft T17 140.00-120.00 5.00 1 20.00 T18 120.00-100.00 5.00 1 20.00 T19 100.00-80.00 5.00 1 20.00 T20 80.00-60.00 5.00 1 20.00 T21 60.00-40.00 5.00 1 20.00 T22 40.00-20.00 5.00 1 20.00 T23 20.00-4.00 5.00 1 16.00 T24 4.00-0.00 5.00 1 4.00 Tower Section Geometry cont'd . Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type KBrace Horizontals Offset Offset End ft ft Panels in in Tl 450.00-440.00 3.33 TX Brace No Yes 0.0000 0.0000 T2 440.00-420.00 4.00 TX Brace No Yes 0.0000 0.0000 T3 420.00-400.00 4.00 TX Brace No Yes 0.0000 0.0000 T4 400.00-380.00 4.00 TX Brace No Yes 0.0000 0.0000 TS 380.00-360.00 4.00 TX Brace No Yes 0.0000 0.0000 T6 360.00-340.00 4.00 TX Brace No Yes 0.0000 0.0000 T7 340.00-320.00 4.00 TX Brace No Yes 0.0000 0.0000 TS 320.00-300.00 4.00 TX Brace No Yes 0.0000 0.0000 T9 300.00-280.00 4.00 TX Brace No Yes 0.0000 0.0000 T10 280.00-260.00 4.00 TX Brace No Yes 0.0000 0.0000 Tll 260.00-240.00 4.00 TX Brace No Yes 0.0000 0.0000 T12 240.00-220.00 4.00 TX Brace No Yes 0.0000 0.0000 T13 220.00-200.00 4.00 TX Brace No Yes 0.0000 0.0000 T14 200.00-180.00 4.00 TX Brace No Yes 0.0000 0.0000 T15 180.00-160.00 4.00 TX Brace No Yes 0.0000 0.0000 T16 160.00-140.00 4.00 TX Brace No Yes 0.0000 0.0000 T17 140.00-120.00 4.00 TX Brace No Yes 0.0000 0.0000 T18 120.00-100.00 4.00 TX Brace No Yes 0.0000 0.0000 T19 100.00-80.00 4.00 TX Brace No Yes 0.0000 0.0000 T20 80.00-60.00 4.00 TX Brace No Yes 0.0000 0.0000 T21 60.00-40.00 4.00 TX Brace No Yes 0.0000 0.0000 722 40.00-20.00 4.00 TX Brace No Yes 0.0000 0.0000 T23 20.00-4.00 4.00 TX Brace No Yes 0.0000 0.0000 T24 4.00-0.00 2.00 TX Brace No Yes 0.0000 0.0000 Tower Section Geometry cont'd Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade fl T1450.00-440.00 Solid Round 2 A572-50 Solid Rouad 3/4 A572-50 (50 ksi) (50 ksi) T2 440.00-420.00 Solid Round 2 A572-50 Solid Round 5/8 A572-50 (50 ksi) (50 ksi) T3 420.00-400.00 Solid Round 2 A572-50 Solid Round 518 A572-50 (50 ksi) (50 ksi) T4 400.00-380.00 Solid Round 2 A572-50 Solid Round 3/4 A572-50 WxTower Job Page Swain Road Tower, FL04816-A-10 5 of 50 FDH Velocitel Project Date 6521 Meridien Drive 15CBVO1400 15:24:12 10/26/15 Raleigh, North Carolina 27616 Client Designed by Phone., 9197551012 SBA Network Services, Inc. Morteza Ashouri FAX: 9197551031 Tower Elevation n Leg Type Leg Size Leg Grade Diagonal Type Diagonal Size Diagonal Grade (50 ksi) (50 ksi) T5 380.00-360.00 Solid Round 2 A572-50 Solid Round 5/8 A572-50 (50 ksi) (50 ksi) T6 360.00-340.00 Solid Round 2 A572-50 Solid Round 5/8 A572-50 (50 ksi) (50 ksi) T7340.00-320.00 Solid Round 21/2 A572-50 Solid Round 7/8 A572-50 (50 ksi) (50 ksi) T8 320.00-300.00 Solid Round 2 12 A572-50 Solid Round 7/8 A572-50 (50 ksi) (50 ksi) T9 300.00-280.00 Solid Round 2 1/4 A572-50 Solid Round 5/8 A572-50 (50 ksi) (50 ksi) T10 Solid Round 23/4 A572-50 Flat Bar 2xl/2 A572-50 280.00-260.00 (50 ksi) (50 ksi) TI1 Solid Round 23/4 A572-50 Flat Bar 2xl2 A572-50 260.00-240.00 (50 ksi) (50 ksi) T12 Solid Round 23/4 A572-50 Solid Round 3/4 A572-50 240.00-220.00 (50 ksi) (50 ksi) T13 Solid Round 3 A572-50 Flat Bar 2x5/8 A572-50 220.00-200.00 (50 ksi) (50 ksi) T14 Solid Round 31/4 A572-50 Flat Bar 2x5/8 A572-50 200.00-180.00 (50 ksi) (50 ksi) T15 Solid Round 3 A572-50 Solid Round 7/8 A572-50 180.00-160.00 (50 ksi) (50 ksi) T16 Solid Round 3 A572-50 Solid Round 7/8 A572-50 160.00-140.00 (50 ksi) (50 ksi) T17 Solid Round 31/2 - A572-50 Flat Bar 2xl2 A572-50 140.00-120.00 (50 ksi) (50 ksi) T18 Solid Round 31/4 A572-50 Solid Round 7/8 A572-50 120.00-100.00 (50 ksi) (50 ksi) T19100.00-80.00 Solid Round 31/4 A572-50 Solid Round 3/4 A572-50 (50 ksi) (50 ksi) T20 80.00-60.00 Solid Round 3 1/4 A572-50 Solid Round 3/4 A572-50 (50 ksi) (50 ksi) 72160.0040.00 Solid Round 3114 A572-50 Solid Round 3/4 A572-50 (50 ksi) (50 ksi) T2240.00-20.00 Solid Round 31/4 A572-50 Solid Round 3/4 A572-50 (50 ksi) (50 ksi) T23 20.00-4.00 Solid Round 3 1/4 A572-50 Solid Round 3/4 A572-50 (50 ksi) (50 ksi) T244.00-0.00 Solid Round 31/4 A572-50 Solid Round 3/4 A572-50 Tower Section. Geometry eornt'd Bottom Girt Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Elevation Type Size Grade Type Size Grade ft T1450.00-440.00 Single Angle L212x212x3/16 A36 Solid Round A36 (36 ksi) (36 ksi) T2440.00-420.00 Single Angle L2x2xl/4 A36 Solid Round A36 (36 ksi) (36 ksi) T3 420.00-400.00 Single Angle L2x2xl/4 A36 Solid Round A36 (36 ksi) (36 ksi) T4400.00-380.00 Single Angle L212x21/2x3/16 A36 Solid Round A36 (36 ksi) (36 ksi) T5 380.00-360.00 Single Angle L2x2xl/4 A36 Solid Round A36 tnx owed' Job Page Swain Road Tower, FL04816-A-10 6 of 50 FDHVelocitel Project Date 6521 Meridian Drive 15CBVO1400 15:24:12 10/26/15 Raleigh. North Carolina 27616 Client Designed by Phone: 9197551012 SBA Network Services, Inc. Morteza Ashouri FAX: 9197551031 Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt Elevation Type Size Grade Type Size Grade ft (36 ksi) (36 ksi) T6360.00-340.00 Single Angle L2x2x1/4 A36 Solid Round A36 (36 ksi) (36 ksi) T7 340.00-320.00 Single An& L2 12x2 12xl/4 A36 Solid Round A36 (36 ksi) (36 ksi) T8 320.00-300.00 Single Angle L2 12x2 12xl/4 A36 Solid Round A36 (36 ksi) (36 ksi) T9300.00-280.00 Single Angle L2x2zl/4 A36 Solid Round A36 (36 ksi) (36 ksi) Tl0 Single Angle L3x3z1/4 A36 Solid Round A36 280.00-260.00 (36 ksi) (36 ksi) Tll Single Angle L3x3z1/4 A36 Solid Round A36 260.00-240.00 (36 ksi) (36 ksi) T12 Single Angle L212x21/2x3/16 A36 Solid Round A36 240.00-220.00 (36 ksi) (36 ksi) T13 Single Angle L3x3x5/16 A36 Solid Round A36 220.00-200.00 (36 ksi) (36 ksi) T14 Single Angle L3x3x5/16 A36 Solid Round A36 200.00-180.00 (36 ksi) (36 ksi) T15 Single Angle L2 12x2 12xl/4 A36 Solid Round A36 180.00-160.00 (36 ksi) (36 ksi) T16 Single Angle L21/2x212xl/4 A36 Solid Round A36 160.00-140.00 (36 ksi) (36 ksi) T17 Single Angle L3x3xl/4 A36 Solid Round A36 140.00-120.00 (36 ksi) (36 ksi) T18 Single Angle L2 12x2 12z1/4 A36 Solid Round A36 120.00-100.00 (36 ksi) (36 ksi) T19100.00-80.00 Single Angle L2 1/2x2 1/2x3/16 A36 Solid Round A36 (36 ksi) (36 ksi) 720 80.00-60.00 Single Angle L2 1/2x2 1/2x3/16 A36 Solid Round A36 (36 ksi) (36 ksi) 721 60.00-40.00 Single Angle L2 1/2x2 12x3/16 A36 Solid Round A36 (36 ksi) (36 ksi) 72240.00-20.00 Single Angle L212x21/2x3/16 A36 Solid Round A36 ' (36 ksi) (36 ksi) T23 20.004.00 Single Angle L2 12x2 1/2x3/16 A36 Solid Round A36 (36 ksi) (36 ksi) T24 4.00-0.00 Flat Bar 45/8 A36 Solid Round A36 (36 ksi) (36 ksi) Tower Section Geometry cont'd Tower No. Mid Girt Mid Girt Mid Girt Horizontal Horizontal Horizontal Elevation of Type Size Grade Type Size Grade Mid ft Girls T1450.00440.00 None Flat Bar A36 Single Angle L2I/W 12x3/16 A36 (36 ksi) (36 ksi) T2440.00420.00 None Flat Bar A36 Single Angle L2x2x1/4 A36 (36 ksi) (36 ksi) T3420.00400:00 None Flat Bar A36 Single Angle L2x2xl/4 A36 (36 ksi) (36 ksi) T4400.00-380.00 None Flat Bar A36 Single Angle L212x212x3/16 A36 (36 ksi) (36 ksi) T5380.00-360.00 None Flat Bar A36 Single Angle L2x2xl/4 A36 (36 ksi) (36 ksi) hvxTower Job Page7 Swain Road Tower, FL04816-A-10 of 50 FDHVeloeitel Project Date 6521 Meriahen Drive 15CBV01400 15:24:12 10126/15 Raleigh, North Carolina 27616 Client Designed by Phone: 9197551012 SBA Network Services, Inc. Morteza Ashouri FAX., 9197551031 Tower No. Mid Gin Mid Girt Mid Gin Horizontal Horizontal Horizontal Elevation of Type Size Grade Type Size Grade Mid R Girls T6 360.00-340.00 None Flat Bar A36 Single Angle L2x2xl/4 A36 (36 ksi) (36 ksi) T7340.00-320.00 None Flat Bar A36 Single Angle L21/2x212xl/4 A36 (36 ksi) (36 ksi) T8 320.00-300.00 None Flat Bar A36 Single Angle L2 12x2 12xl/4 A36 (36 ksi) (36 ksi) T9 300.00-280.00 None Flat Bar A36 Single Angle L2x2xl/4 A36 (36 ksi) (36 ksi) TIO None Flat Bar A36 Single Angle L3x3xl/4 A36 280.00-260.00 (36 ksi) (36 ksi) TII None Flat Bar A36 Single Angle L3x3xl/4 A36 260.00-240.00 (36 ksi) (36 ksi) T12 None Flat Bar A36 Single Angle L21/2x212x3/16 A36 240.00-220.00 (36 ksi) (36 ksi) T13 None Flat Bar A36 Single Angle L3x3x5/l6 A36 220.00-200.00 (36 ksi) (36 ksi) T14 None Flat Bar A36 Single Angle L3x3x5/l6 A36 200.00-180.00 (36 ksi) (36 ksi) T15 None Flat Bar A36 Single Angle L2 12x2 12xl/4 A36 180.00-160.00 (36 ksi) (36 ksi) T16 None Flat Bar A36 Single Angle L21/2x212x1/4 A36 160.00-140.00 (36 ksi) (36 ksi) T17 None Flat Bar A36 Single Angle L3x3xl/4 A36 140.00-120.00 (36 ksi) (36 ksi) T18 None Flat Bar A36 Single Angle L211W 12x1/4 A36 120.00-I00.00 (36 ksi) (36 ksi) T19100.00-80.00 None Flat Bar A36 Single Angle L2 1/2x212x3/16 A36 (36 ksi) (36 ksi) 72080.00-60.00 None Flat Bar A36 Single Angle 12 I2x21/20/16 A36 (36 ksi) (36 ksi) 72160.00-40.00 None Flat Bar A36 Single Angle L2 I/W 120/I6 A36 (36 ksi) (36 ksi) 72240.00-20.00 None Flat Bar A36 Single Angle L212x21/2x3/16 A36 (36 ksi) (36 ksi) T2320.00-4.00 None Flat Bar A36 Single Angle L2 I/W I2x3/16 A36 (36 ksi) (36 ksi) T24 4.00-0.00 None Flat Bar A36 Flat Bar 4x5/8 A36 (36 ksi) (36 ksi) _. Tower Section- Geometry-_ contrd ' . Adjust. Weight Mult. Double Angle Double Angle Tower Gusset Gusset Gusset Grade Adjust. Factor Elevation Area Thickness AI Factor Stitch Bolt Stitch Bolt (perface) Ar Spacing spacing Diagonals Horizontals ft ft' in in in Tl 0.00 0.0000 A36 1 1 1 36.0000 36.0000 450.00-440.00 (36 ksi) 72 0.00 0.0000 A36 I 1 1 36.0000 36.0000 440.00-420.00 (36 ksi) T3 0.00 0.0000 A36 I 1 1 36.0000 36.0000 420.00-400.00 (36 ksi) T4 0.00 0.0000 A36 I 1 1 36.0000 36.0000 400.00-380.00 (36 ksi) T5 0.00 0.0000 A36 1 1 1 36.0000 36.0000 WxTowe� Job Page Swain Road Tower, FL04816-A-10 8 of 50 FDHVelocitei Project Date 6521 Meridien Drive 15CBVO1400 15:24:12 10/26/15 Raleigh, North Carolina 27616 Client Designed by Phone: 9197551012 SBA Network Services, Inc. Morteza Ashouri FAX..- 919755103I Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness At Factor Stitch Bolt Stitch Bolt (perface) A, Spacing Spacing Diagonals Horizontals ft ft2 in in in T6 0.00 0.0000 A36 1 l 1 36.0000 36.0000 360.00-340.00 (36 ksi) T7 0.00 0.0000 A36 1 l 1 36.0000 36.0000 340.00-320.00 (36 ksi) T8 0.00 0.0000 A36 1 1 1 36.0000 36.0000 320.00-300.00 (36 ksi) T9 0.00 0.0000 A36 I l 1 36.0000 36.0000 300.00-280.00 (36 ksi) T10 0.00 0.0000 A36 I l 1 36.0000 36.0000 280.00-260.00 (36 ksi) Tll 0.00 0.0000 A36 1 1 1 36.0000 36.0000 260.00-240.00 (36 ksi) T12 0.00 0.0000 A36 1 1 1 36.0000 36.0000 240.00-220.00 (36 ksi) T13 0.00 0.0000 A36 1 1 1 36.0000 36.0000 220.00-200.00 (36 ksi) T14 0.00 0.0000 A36 I 1 1 36.0000 36.0000 200.00-I80.00 (36 ksi) T15 0.00 0.0000 A36 1 1 1 36.0000 36.0000 180.00-160.00 (36 ksi) T16 0.00 0.0000 A36 1 1 1 36.0000 36.0000 160.00-140.00 (36 ksi) T17 0.00 0.0000 A36 1 1 1 36.0000 36.0000 140.00-120.00 (36 ksi) T18 0.00 0.0000 A36 I 1 1 36.0000 36.0000 120.00-100.00 (36 ksi) T19 0.00 0.0000 A36 1 1 1 36.0000 36.0000 100.00-80.00 (36 ksi) T20 0.00 0.0000 A36 1 1 1 36.0000 36.0000 80.00-60.00 (36 ksi) T21 0.00 0.0000 A36 1 1 1 36.0000 36.0000 60.00-40.00 (36 ksi) 722 0.00 0.0000 A36 I 1 1 36.0000 36.0000 40.00-20.00 (36 ksi) T23 20.00-4.00 0.00 0.0000 A36 I 1 1 36.0000 36.0000 (36 ksi) T244.00-0.00 0.00 0.0000 A36 1 1 1 36.0000 36.0000 (36 ksi) Tower Section Geometry cont'd K Factors' Tower Cale Calc Legs X K Single Girls Horiz. Sec. Inner Elevation K K Brace Brace Diags Holz. Brace Single Solid Diags Diags Angles Rounds X X X X X X X Jt Y y y y y y y TI Yes Yes I I l l 0.65 0.65 1 1 450.00-440.00 1 1 1 0.65 0.65 1 1 T2 Yes Yes 1 1 1 I 0.65 0.65 l 1 440.00-420.00 I l 1 0.65 0.65 l 1 T3 Yes Yes 1 I 1 1 0.65 0.65 1 1 420.00400.00 I I 1 0.65 0.65 1 I T4 Yes Yes 1 1 1 1 0.65 0.65 1 1 WxTower Job Swain Road Tower, FL04616-A-10 Page 9 of 50 FDH Velocitel 6521 Meridten Drive Project 15CBV01400 Date 15:24:12 10126115 Raleigh, North Carolina 27616 Phone: 9197551012 FAX.., 9197551031 Client SBA Network Services, Inc. Designed by Morteza Ashouri K Factors Tower Calc Calc Legs X K Single Girts Hartz. Sec. Inner Elevation K K Brace Brace Diags Horiz. Brace Single Solid Diags Diags Angles Rounds X K K X X X K ft y y y y y y y 400.00-380.00 1 1 1 0.65 0.65 1 1 TS . Yes Yes 1 1 1 I 0.65 0.65 1 1 380.00-360.00 1 1 1 0.65 0.65 1 1 T6 Yes Yes 1 1 1 1 0.65 0.65 1 1 360.00-340.00 1 1 1 0.65 0.65 1 1 T7 Yes Yes 1 1 1 1 0.65 0.65 1 1 340.00-320.00 1 1 1 0.65 0.65 l 1 T8 Yes Yes I 1 1 1 0.65 0.65 1 1 320.00-300.00 I 1 I 0.65 0.65 I 1 T9 Yes Yes 1 1 1 1 0.65 0.65 I 1 300.00-280.00 1 1 1 0.65 0.65 I 1 TIO Yes Yes 1 1 1 1 0.65 0.65 1 I 280.00-260.00 1 1 1 0.65 0.65 1 1 TI1 Yes Yes 1 1 1 1 0.65 0.65 1 1 260.00-240.00 1 1 1 0.65 0.65 1 1 T12 Yes Yes 1 I 1 1 0.65 0.65 1 1 240.00-220.00 1 I 1 0.65 0.65 1 1 T13 Yes Yes I I I 1 0.65 0.65 1 1 220.00-200.00 1 I 1 0.65 0.65 1 1 T14 Yes Yes 1 1 1 1 0.65 0.65 1 1 200.00-180.00 1 1 I 0.65 0.65 1 1 T15 Yes Yes 1 I I I 0.65 0.65 1 1 180.00-160.00 1 I I 0.65 0.65 1 1 T16 Yes Yes 1 1 1 1 0.65 0.65 1 1 160.00-140.00 1 1 1 0.65 0.65 1 1 T17 Yes Yes 1 I 1 I 0.65 0.65 1 1 140.00-120.00 1 1 1 0.65 0.65 1 1 T18 Yes Yes 1 1 1 1 0.65 0.65 1 1 120.00-100.00 1 1 1 0.65 0.65 1 1 T19 Yes Yes 1 1 1 1 0.65 0.65 1 1 100.00-80.00 1 1 1 0.65 0.65 1 1 T20 Yes Yes I 1 1 1 0.65 0.65 I 1 80.00-60.00 1 1 1 0.65 0.65 l 1 T21 Yes Yes 1 I 1 1 0.65 0.65 l 1 60.00-40.00 1 1 1 0.65 0.65 I 1 T22 Yes Yes 1 1 1 1 0.65 0.65 I 1 40.00-20.00 1 1 1 0.65 0.65 t 1 T23 Yes Yes I 1 1 1 0.65 0.65 1 1 20.00-4.00 1 1 1 0.65 0.65 l 1 T244.00-0.00 Yes Yes 1 I 1 1 0.5 0.65 l 1 1 1 1 0.5 0.65 l 1 'Note: Kfactors are applied to member segment lengths. K-braces without inner supporting members will have the Kfactor in the outof--plane direction applied to the overall length. Tower Section Geometry cont`d tnxTower Job Page Swain Road Tower, FL04816-A-10 10 of 50 FDH Velocitel Project Date 6521 Meridien Drive 15CBV01400 15:24:12 10/26/15 Raleigh, North Carolina 27616 Client Designed by Phone: 9197551012 SBA Network Services, Inc. Morteza Ashouri FAX.- 9197551031 Tower Elevation ft Leg Diagonal Top Girt Bottom Girt Mid Gin Long Horizontal Short Horizontal Net Width U Net Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in TI 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 450.00-440.00 T2 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 440.00-420.00 T3 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 420.00-400.00 T4 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 400.00-380.00 T5 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 380.00-360.00 T6 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 360.00-340.00 T7 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 340.00-320.00 T8 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 320.00-300.00 T9 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 300.00-280.00 T10 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 280.00-260.00 TII 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 260.00-240.00 T12 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 240.00-220.00 T13 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 220.00-200.00 T14 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 200.00-180.00 T15 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 180.00-160.00 T16 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 160.00-140.00 T17 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 140.00-120.00 T18 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 120.00-100.00 T19 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 100.00-80.00 T20 0.0000 I 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 80.00-60.00 T21 0.0000 I 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 60.00-40.00 T22 0.0000 I 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 40.00-20.00 T23 20.10-4.00 0.0000 1 0.0000 0.75 0.0000 0.75 6.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T24 4.00-0.00 0.0000 I 0.0000 0.75 1 0.0000 0.75 1 0.0000 0.75 1 0.0000 0.75 1 0.0000 0.75 1 0.0000 0.75 Guy Data a a go r m � Ja � O 3 v� uHin� b O O O o o b R � � ��� �ma�ma�ma�ma�manma�ma OO O R y J J J J J J J J J_ y Gl y 0 0 o I C o 0 o a q'yy yb quuuuuuuu uuu �, 0 0 0 0 oa o0 00 0o i� oeR0e 00000000000000 o 0 0 0 0 o s e e v e e v e v e o 0 0 0 //�� �� --`.------------ �O �D �D b b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 1) 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 O O O O O c 4a � b i✓ � �i � O a � ----r•—N NNNNNNNN---NNN C` wwmwrom000000000mmm000'• a o• �. d o00000000---00o a cc q O�'y O�'y O�'y y � O N NNNNNNNN W W W pp..pp AA AAtA to 1A O J O J O J ^ �o�o�o >• '� y•? o00000000000uuuuuu�n uyn q,s o 0000c00000OOOOOOOOOO G 0 0 0 c: a p: � o000000000000c000000o a-� u u N m a � y IJ IJ N � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 'O 'OCOOOOOO. m q fiy y� y� OOOOOOOCO'O C•O o 0 0 0 0 0 0 0 0 o O o o O O O O O O O O a„ O m ��� n 000-o 00000000000000000 000000000000000000000\ O �1 Sw q b ? y M R C N N N 14 Q P O � N n N D o Z m o � a n CEO o O z ? 0 T N A 41 � 7 � n o O 9 H y m i V N O N s D o � c tnxTower Joh PageO4816-A-10 Swain Road Tower, FL 12 of 50 FDHVelocitel Project Date 6521 Meridian Drive 15CBV01400 15:24:12 10/26/15 Raleigh, North Carolina 27616 Client Designed by Phone: 9197551011 SBA Network Services, Inc. Morteza Ashouri FAX.' 9197551031 Guy Diagonal Diagonal Upper Diagonal Lower Diagonal is Pull -Off Pull -Off Type Pull -Off Size Elevation Grade Type Size Size Strap. Grade It 256.00 A572-50 Solid Round A572-50 Solid Round (50 ksi) (50 ksi) 192.00 A572-50 Solid Round A572-50 Solid Round (50 ksi) (50 ksi) 128.00 A572-50 Solid Round A572-50 Solid Round (50 ksi) (50 ksi) 64.00 A572-50 Solid Round A572-50 Solid Round (50 ksi) (50 ksi) Guy Data cont'd Guy Cable Cable Cable Cable Tower Tower Tower Tower Elevation Weight Weight Weight Weight Intercept Intercept Intercept Intercept A B C D A B C D jt K K K K ft ft ft ft 444 1.14 1.14 1.14 28.32 28.32 28.32 9.2 sec/pulse 9.2 sec/pulse 9.2 see/pulse 384 0.78 0.78 0.78 23.39 23.39 23.39 8.4 see/pulse 8.4 sedpulse 8A see/pulse 324 0.94 0.94 0.94 19.69 19.69 19.69 7.7 sec/pulse 7.7 sec/pulse 7.7 sec/pulse 256 0.68 0.68 0.68 10.22 10.22 10.22 5.5 sec/pulse 5.5 see/pulse 5.5 sec/pulse 192 0.58 0.58 0.58 7.46 7.46 7.46 4.7 see/pulse 4.7 sec/pulse 4.7 sec/pulse 128 0.37 0.37 037 5.41 5.41 5.41 4.0 sec/pulse 4.0 see/pulse 4.0 sec/pulse 64 0.33 0.33 0.33 4.23 4.23 4.23 3.6 sec/pulse 3.6 see/pulse 3.6 sec/pulse Guy Data cont'd Torque Arm Pull Off Diagonal Guy Cale Cale K K3, K Ky K. K, Elevation K K ft Single Solid 384 No No 324 No No 256 No No 192 No No 128 No No 64 No No Guy,Data Cont'd . MxTower Job Swain Road Tower, FL04816-A-10 Page 13 of 50 FDHVelocitel 6521 Meridian Drive Project 15CBV01400 Date 15:24:12 10/26115 Raleigh, North Carolina 27616 Phone: 9197551012 FAX' 9197551031 Client SBA Network Services, Inc. Designed by Morteza Ashouri Torque -Am Pull Off Diauzonal Guy Bolt Size Number Net Width U Bolt Size Number Net Width U Boll Size Number Net Width U Elevation in Deduct in Deduct in Deduct t in in in 444 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N A325N A325N 384 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N A325N A325N 324 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N A325N A325N 256 0.0000 0 0.0000 1 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N A325N A325N 192 0.0000 0 0.0000 1 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N A325N A325N 128 0.0000 0 0.0000 l 0.6250 0 0.0000 0.75 0.6250 0 0,0000 0.75 A325N A325N A325N 64 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N I A325N I A325N - Guy Pressures Guy Guy z q- q.. ice Elevation Location ice Thickness ft it osf osf in B 222.00 48 C 222.00 48 384 A 192.00 47 B 192.00 47 C 192.00 47 324 A 162.00 45 B 162.00 45 C 162.00 45 256 A 128.00 43 B 128.00 43 C 128.00 43 192 A 96.00 41 B 96.00 41 C 96.00 41 128 A 64.00 37 B 64.00 37 C 64.00 37 64 A 32.00 32 B 32.00 32 C 32.00 .32 Feed Line/Linear Appurtenances - Enter6d As Round_Or Flat - Description Face Allow Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield Type Offset Offset Per Spacing Diameter 0.22 •sir• 2" C No At (CaAa) 387.00 - 0.00 0.0000 0.45 1 1 0.5000 2.0000 1.15 R4f�t tnxTOwer Job Page14 Swain Road Tower, FI-04816-A-10 of 50 FDHVelocitel Project Date 6521 Meridian Drive 15CBV01400 15:24:12 10/26115 Raleigh, North Carolina 27616 Client Designed by Phone: 9197551012 SBA Network Services, Inc. Morteza Ashouri FAX, 9197551031 Description Face Allow Component Placement Face lateral # # Clear Width or Perimeter Weight or Shield Type Offset Offset Per Spacing Diameter Leg ft in (Frac FW) Row in in in Ar 1-5/8" A No At (CaAa) 232.00-0.00 -5.1000 0.2 12 4 0.5000 1.9800 0.82 1-5/8" Hybrid A No Ar (CaAa) 232.00 - 0.00 -0.1000 0.1 1 1 0.5000 1.9800 0.82 C No Ar (CaAa) 225.00-0.00 0.0000 0.42 1 1 0.5000 1.2500 0.66 1-5/8" B No At (CaAa) 200.00 - 0.00 0.0000 0.35 9 9 0.5000 1.9800 0.82 7/8" B No Ar (CaAa) 148.00 - 0.00 0.0000 -0.2 9 9 0.5000 1.0900 0.54 1/2" Lighting C No Ar (CaAa) 114.50 - 0.00 0.0000 0.48 1 t 0.5000 0.5800 0.25 Cable 12" Lighting C No Ar (CaAa) 226.00 - 0.00 -1.2000 -0.4 4 2 0.5000 0.5800 0.25 Cable 12" Lighting C No Ar (CaAa) 377.20 - 226.00 -1.2000 -0.4 2 2 0.5000 0.5800 0.25 Cable 12" Lighting C No At (CaAa) 450.00 - 377.20 -1.2000 -0.4 1 l 0.5000 0.5800 0.25 Cable Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component Placement Total CAA Weight or Shield Type Number Feed_Line/Linear Appurtenances Section Areas_.__ Tower Tower Face AR Ar CAA, C4AA Weight Section Elevation In Face Out Face ft fit ftt ftt f? K TI 450.00-440.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.955 0.000 0.00 T2 440.00-420.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 1.910 0.000 0.01 T3 420.00-400.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 '0.000 0.000 0.00 C 0.000 0.000 1.910 0.000 0.01 T4 400.00-380.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 3.310 0.000 0.02 T5 380.00-360.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 6.908 0.000 0.04 T6 360.00-340.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 7.070 0.000 0.04 T7 340.00-320.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 7.070 0.000 0.04 T8 320.00-300.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 tnxTOW@Y Job Swain Road Tower, FL04816-A-10 Page15 of 50 FDHVelocitel 6521 Mertdien Drive Project 15CBV014O0 Date, 15:24:12 10/26/15 Raleigh, North Carolina 27616 Client Designed by Phone: 9197551012 FAX., 9197551031 SBA Network Services, Inc. Morteza Ashouri Tower Tower Face Ax Ar C,A., C,A,, Weight Section Elevation In Face Out Face T9 300.00-280.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 7.070 0.000 0.04 TIO 280.00-260.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 7.070 0.000 0.04 Tll 260.00-240.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 7.070 0.000 0.04 T12 240.00-220.00 A 0.000 0.000 30.888 0.000 0.13 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 8.391 0.000 0.04 T13 220.00-200.00 A 0.000 0.000 51.480 0.000 0.21 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 11.890 0.000 0.06 T14 200.00-180.00 A 0.000 0.000 51.480 0.000 0.21 B 0.000 0.000 35.640 0.000 0.15 .0 0.000 0.000 11.890 0.000 0.06 T15 180.00-160.00 A 0.000 0.000 51.480 0.000 0.21 B 0.000 0.000 35.640 0.000 0.15 C 0.000 0.000 11.890 0.000 0.06 T16 160.00-140.00 A 0.000 0.000 51.480 0.000 0.21 B 0.000 0.000 43.488 0.000 0.19 C 0.000 0.000 11.890 0.000 0.06 T17 140.00-120.00 A 0.000 0.000 51.480 0.000 0.21 B 0.000 0.000 55.260 0.000 0.24 C 0.000 0.000 11.890 0.000 0.06 T18 120.00-100.00 A 0.000 0.000 51.480 0.000 0.21 B 0.000 0.000 55.260 0.000 0.24 C 0.000 0.000 12.731 0.000 0.06 T19 100.00-80.00 A 0.000 0.000 51.480 0.000 0.21 B 0.000 0.000 55.260 0.000 0.24 C 0.000 0.000 13.050 0.000 0.07 no 80.00-60.00 A 0.000 0.000 51.480 0.000 0.21 B 0.000 0.000 55.260 0.000 0.24 C 0.000 0.000 13.050 0.000 0.07 T21 60.0040.00 A 0.000 0.000 51.480 0.000 0.21 B 0.000 0.000 55.260 0.000 0.24 C 0.000 0.000 13.050 0.000 0.07 T22 40.00-20.00 A 0.000 0.000 51.480 0.000 0.21 B 0.000 0.000 55.260 0.000 0.24 C 0.000 0.000 13.050 0.000 0.07 T23 20.00-4.00 A 0.000 0.000 41.184 0.000 0.17 B 0.000 0.000 44.208 0.000 0.20 C 0.000 0.000 10.440 0.000 0.05 T24 4.00-0.00 A 0.000 0.000 10.296 0.000 0.04 B 0.000 0.000 11.052 0.000 0.05 C 0.000 0.000 2.610 0.000 0.01 Feed Lin.e„Center of, Pressure Section Elevation CPx CPz CPx CPz Ice Ice ft in in in in T1 450.00-440.00 0.0574 0.3388 0.0574 0.3388 T2 440.00-420.00 0.0691 0.4078 0.0691 OA078 T3 420.00400.00 0.0691 0.4078 0.0691 OA078 WxTower Job Page Swain Road Tower, FL04816-A-10 16 of 50 FDH Velocitel Project Date 6521 Merldien Drive 15CBV01400 15:24:12 10/26/15 Raleigh, North Carolina 27616 Client Designed by Phone: 9197551012 SBA Network Services, Inc. . Morteza Ashouri FAX., 9197551031 Section Elevation CPx CPz CPx CPz ice Ice in in in in T4 400.00-380.00 -0.3564 0.6273 -0.3564 0.6273 T5 380.00-360.00 -0.8097 1.2401 -0.8097 1.2401 T6 360.00-340.00 -0.7645 1.2582 -0.7645 1.2582 T7 340.00-320.00 -0.6376 1.0494 -0.6376 1.0494 T8 320.00-300.00 -0.6380 1.0500 -0.6380 1.0500 T9 300.00-280.00 -0.7346 1.2089 -0.7346 1.2089 TIO 280.00-260.00 -0.4829 0.7948 -0.4829 0.7948 TII 260.00-240.00 -0.4832 0.7952 -0.4832 0.7952 T12 240.00-220.00 -0.9899 -0.8472 -0.9899 -0.8472 T13 220.00-200.00 -0.9447 -1.0441 -0.9447 -1.0441 T14 200.00-180.00 1.4532 0.0122 1.4532 0.0122 T15 180.00-160.00 1.5849 0,0133 1.5849 0.0133 T16 160.00-140.00 1.6402 -0.3297 1.6402 -0.3297 T17 140.00-120.00 1.5776 -0.7027 1.5776 -0.7027 T18 120.00-100.00 1.6364 -0.7208 1.6364 -0.7208 T19 100.00-80.00 1.6239 -0.7122 1.6239 -0.7122 T20 80.00-60.00 1.6239 -0.7122 1.6239 -0.7122 T21 60.00-40.00 1.6239 -0.7122 1.6239 -0.7122 T22 40.00-20.00 1.6239 -0.7122 1.6239 -0.7122 T23 20.00-4.00 1.6239 -0.7122 1.6239 -0.7122 T24 4.00-0.00 0.8360 -0.2891 0.8360 -0.2891 Shielding Factor Ka Tower Section Feed Line Record No. Description Feed Line SegmentElev. K. No lce K. ice Tl I Safety Line 3/8 440.00- 0.6000 0.6000 450.00 Tl 18 1/2" Lighting Cable 440.00- 0.6000 0.6000 450.00 T2 1 Safety Line 3/8 420.00- 0.6000 0.6000 440.00 T2 18 1/2" Lighting Cable 420.00- 0.6000 0.6000 440.00 T3 I Safety Line 3/8 400.00- 0.6000 0.6000 420.00 73 18 1/2" Lighting Cable 400.00- 0.6000 0.6000 420.00 T4 I Safety Line 3/8 380.00- 0.6000 0.6000 400.00 T4 3 2" 380.00- 0.6000 0.6000 387.00 T4 18 12" Lighting Cable 380.00- 0.6000 0.6000 400.00 TS I Safety Line 318 360.00 - 0.6000 0.6000 380.00 TS 3 2" 360.00 - 0.6000 0.6000 380.00 T5 17 12" lighting Cable 360.00 - 0.6000 0.6000 377.20 T5 18 12" Lighting Cable 377.20 - 0.6000 0.6000 380.00 T6 I Safety Line 3/8 340.00 - 0.6000 0.6000 360.00 T61 3 2" 1 340.00-1 0.60001 0.6000 WxTOwer Job Swain Road Tower, FL04816-A-10 Page17 of 50 FDHVelocitel 6521 Meridien Drive Project 15CBV01400 Date 15:24:12 10/26/15 Raleigh, North Carolina 27616 Client Designed by Phone: 9197S51012 FAX., 9197551031 SBA Network Services, Inc. Morteza Ashouri Tower Section Feed Line Record No. Description Feed Line Segment Elev. K. No Ice K. Ice 360.00 T6 17 12" Lighting Cable 340.00- 0.6000 0.6000 360.00 T7 I Safety Line 3/8 320.00- 0.6000 0.6000 340.00 T7 3 2" 320.00- 0.6000 0.6000 340.00 T7 17 1/2" Lighting Cable 320.00- 0.6000 0.6000 340.00 T8 l Safety Line 3/8 300.00- 0.6000 0.6000 320.00 T8 3 2" 300.00- 0.6000 0.6000 320.00 T8 17 12" Lighting Cable 300.00- 0.6000 0.6000 320.00 T9 I Safety Line 3/8 280.00- 0.6000 0.6000 300.00 T9 3 2" 280.00- 0.6000 0.6000 300.00 T9 17 12" Lighting Cable 280.00- 0.6000 0.6000 300.00 TIO I Safety Line 3/8 260.00- 0.6000 0.6000 280.00 TIO 3 2" 260.00- 0.6000 0.6000 280.00 TIO 17 I2" Lighting Cable 260.00- 0.6000 0.6000 280.00 Tit l Safety Line 318 240.00- 0.6000 0.6000 260.00 T11 3 2" 240.00- 0.6000 0.6000 260.00 TI1 17 12" Lighting Cable 240.00- 0.6000 0.6000 260.00 TI2 1 Safety Line 3/8 220.00- 0.6000 0.6000 240.00 T12 3 2" 220.00- 0.6000 0.6000 240.00 T12 5 1-5/8" 220.00- 0.6000 0.6000 232.00 T12 6 1-5/8" Hybrid 220.00- 0.6000 0.6000 232.00 T12 8 1-1/4" 220.00- 0.6000 0.6000 225.00 T12 16 12" Lighting Cable 220.00- 0.6000 0.6000 226.00 T12 17 12" Lighting Cable 226.00 - 0.6000 0.6000 240.00 T13 I Safety Line 3/8 200.00- 0.6000 0.6000 220.00 T13 3 2" 200.00- 0.6000 0.6000 220.00 T13 5 1-518" 200.00- 0.6000 0.6000 220.00 T13 6 1-5/8" Hybrid 200.00- 0.6000 0.6000 220.00 T13 8 1-1/4" 200.00- 0.6000 0.6000 220.00 T13 16 12" Lighting Cable 200.00- 0.6000 0.6000 220.00 T14 I Safety Line 3/8 180.00 - 0.6000 0.6000 200.00 T14 3 2" 180.00-1 0.60001 0.6000 tnxTowet Job Page Swain Road Tower, FL04816-A-10 18 of 50 FDH Velocitel Project Date 6511 Meridian Drive 15CBV01400 15:24:12 10/26/15 Raleigh, North Carolina 27616 Client Designed by Phone: 9197551011 SBA Network Services, Inc. Morteza Ashouri FAX: 9197551031 Tower Section Feed Line Record No. Description Feed Line SegmentElev. . K. No Ice K. Ice 200.00 T14 5 1-5/8" 180.00- 0.6000 0.6000 200.00 T14 6 1-5/8" Hybrid 180.00- 0.6000 0.6000 200.00 T14 8 1-1/4" 180.00- 0.6000 0.6000 200.00 T14 10 1-5/8" 180.00- 0.6000 0.6000 200.00 T14 16 1/2"Lighting Cable 180.00- 0.6000 0.6000 200.00 T15 1 Safety Line 3/8 160.00- 0.6000 0.6000 180.00 T15 3 2" 160.00- 0.6000 0.6000 180.00 TIS 5 1-5/8" 160.00- 0.6000 0.6000 180.00 TIS 6 1-5/8" Hybrid 160.00- 0.6000 0.6000 180.00 TIS 8 1-1/4" 160.00- 0.6000 0.6000 180.00 TIS 10 1-5/8" 160.00- 0.6000 0.6000 180.00 T15 16 12" Lighting Cable 160.00- 0.6000 0.6000 180.00 T16 I Safety Line 3/8 140.00- 0.6000 0.6000 160.00 T16 3 2" 140.00- 0.6000 0.6000 160.00 T16 5 1-5/8" 140.00- 0.6000 0.6000 160.00 T16 6 1-5/8" Hybrid 140.00- 0.6000 0.6000 160.00 T16 8 1-1/4" 140.00- 0.6000 0.6000 160.00 T16 10 1-518" 140.00- 0.6000 0.6000 160.00 T16 13 7/8" 140.00- 0.6000 0.6000 148.00 T16 16 12" Lighting Cable 140.00- 0.6000 0.6000 160.00 T17 I Safety Line 318 120.00- 0.6000 0.6000 140.00 T17 3 2" 120.00- 0.6000 0.6000 140.00 T17 5 1-5/8" 120.00- 0.6000 0.6000 140.00 T17 6 1-518" Hybrid 120.00- 0.6000 0.6000 140.00 T17 8 1-1/4" 120.00- 0.6000 0.6000 140.00 T17 10 1-5/8" 120.00- 0.6000 0.6000 140.00 T17 13 7/8" 120.00- 0.6000 0.6000 140.00 T17 16 12" Lighting Cable 120.00- 0.6000 0.6000 140.00 T18 1 Safety Line 3/8 100.00-1 0.6000 0.6000 120.00 T18 3 2" 100.00 - 0.6000 0.6000 120.00 T18 5 1-5/8" 100.00 - 0.6000 0.6000 WxTower Job Swain Road Tower, FL04816-A-10 Page 19 of 50 FDH Velocitel Project Date 6521 Meridian Drive 15CBVO1400 15:24:12 10/26/15 Raleigh, North Carolina 27616 Phone:9197551012 FAX.,. 9197551031 Client SBA Network Services, Inc. Designed by Morteza Ashouri Tower Section Feed Line Record No. Description Feed Line Sepnent Elev. K. No lce K. Ice 120.00 TI8 6 1-5/8" Hybrid 100.00- 0.6000 0.6000 120.00 T18 8 1-1/4" 100.00- 0.6000 0.6000 120.00 T18 10 1-5/8" 100.00- 0.6000 0.6000 120.00 T18 13 7/8" 100.00- 0.6000 0.6000 120.00 T18 15 1/2" Lighting Cable 100.00- 0.6000 0.6000 114.50 T18 16 1/2" Lighting Cable 100.00- 0.6000 0.6000 120.00 T19 I Safety Line 3/8 80.00 - 100.00 0.6000 0.6000 T19 3 2" 80.00- 100.00 0.6000 0.6000 T19 5 1-5/8" 80.00-100.00 0.6000 0.6000 T19 6 1-5/8" Hybrid 80.00 - 100.00 0.6000 0.6000 T19 8 1-1/4" 80.00-100.00 0.6000 0.6000 T19 10 1-5/8" 80.00-100.00 0.6000 0.6000 T19 13 7/8" 80.00- 100.00 0.6000 0.6000 T19 15 1/2" Lighting Cable 80.00 - 100.00 0.6000 0.6000 T19 16 1/2" Lighting Cable 80.00 - 100.00 0.6000 0.6000 T20 I Safety Line 3/8 60.00 - 80.00 0.6000 0.6000 T20 3 2" 60.00 - 80.00 0.6000 0.6000 T20 5 1-5/8" 60.00-80.00 0.6000 0.6000 T20 6 1-5/8" Hybrid 60.00-80.00 0.6000 0.6000 T20 8 1-1/4" 60.00-80.00 0.6000 0.6000 T20 10 1-5/8" 60.00 - 80.00 0.6000 0.6000 T20 13 7/8" 60.00-80.00 0.6000 0.6000 T20 15 1/2" Lighting Cable 60.00 - 80.00 0.6000 0.6000 T20 16 1/2" Lighting Cable 60.00 - 80.00 0.6000 0.6000 T21 I Safety Line 3/8 40.00 - 60.00 0.6000 0.6000 T21 3 2" 40.00 - 60.00 0.6000 0.6000 T21 5 1-518" 40.00 - 60.00 0.6000 0.6000 T21 6 1-5/8" Hybrid 40.00-60.00 0.6000 0.6000 T21 8 1-1/4" 40.00-60.00 0.6000 0.6000 T21 10 1-5/8" 40.00 - 60.00 0.6000 0.6000 121 13 7/8" 40.00-60.00 0.6000 0.6000 T21 15 1/2" Lighting Cable 40.00-60.00 0.6000 0.6000 T2l 16 12" Lighting Cable 40.00 - 60.00 0.6000 0.6000 T22 l Safety Line 3/8 20.00 - 40.00 0.6000 0.6000 T22 3 2" 20.00-40.00 0.6000 0.6000 T22 5 1-5/8" 20.00-40.00 0.6000 0.6000 T22 6 1-5/8"Hybrid 20.00-40.00 0.6000 0.6000 T22 8 1-1/4" 20.00-40.00 0.6000 0.6000 1'22 10 1-518" 20.00-40.00 0.6000 0.6000 T22 13 7/8" 20.00-40.00 0.6000 0.6000 T22 15 1/2" Lighting Cable 20.00-40.00 0.6000 0.6000 T22 16 12" Lighting Cable 20.00 - 40.00 0.6000 0.6000 T23 I Safety Line 3/8 4.00 - 20.00 0.6000 , 0.6000 T23 3 2" 4.00 - 20.00 0.6000 0.6000 T23 5 1-5/8" 4.00-20.00 0.6000 0.6000 T23 6 1-5/8" Hybrid 4.00 - 20.00 0.6000 0.6000 T23 8 1-1/4" 4.00-20.00 0.6000 0.6000 723 10 1-5/8" 4.00 - 20.00 0.6000 0.6000 T23 13 7/8" 4.00-20.00 0.6000 0.6000 T23 15 12" Lighting Cable 4.00 - 20.00 0.6000 0.6000 T23 16 1/2" Lighting Cable 4.00 - 20.00 0.6000 0.6000 T24 l Safety Line 3/8 0.00 - 4.00 0.5130 0.51M T24 3 2" 0.00-4.000.5130 O.S130 T24 5 1-5/8" 0.00-4.00 0.5130 O.S130 T24 6 1-5/8" Hybrid 0.00 - 4.00 0.5130 0.5130 tnxTower Job Page 6 Swain Road Tower, FL04816-A-10 20 of 50 FDH Velocitel Project Date 6521 Meridien Drive 15CBV01400 15:24:12 10/26/15 Raleigh, North Carolina 27616 Client Designed by Phone: 9197551012 SBA Network Services, Inc. Morteza Ashouri FAX 9197551031 Tower Section Feed Line Record No. Description I Feed Line SeamentElev. K. I No Ice Ka Ice T24 8 1-1/4" 0.00-4.00 0.5130 0.5130 T24 10 1-5/8" 0.00-4.00 0.5130 0.5130 T24 13 7/8" 0.00 - 4.00 0.5130 0.5130 T24 I5 12" Lighting Cable 0.00 - 4.00 0.5130 0.5130 T24 16 12" Lighting Cable 0.00 - 4.00 0.5130 0.5130 Discrete Tower Loads Weight Description Face Offset Offsets: Azimuth Placement CAA C,1A or Type Harz Adjustment Front Side Leg Lateral Vert ft o j2 fit ft' K ft ft Lightning Rod A From Leg 0.00 0.0000 450.00 No Ice 0.25 0.25 0.03 0.00 2.00 Flash Beacon Lighting B From Leg 0.00 0.0000 450.00 No Ice 2.70 2.70 0.05 0.00 2.50 Sidemarker A From Leg 1.00 0.0000 377.15 No Ice 0.60 0.60 0.01 0.00 0.00 Sidemarker B From Leg 1.00 0.0000 377.15 No Ice 0.60 0.60 0.01 0.00 0.00 Sidemarker C From Leg 1.00 0.0000 377.15 No Ice 0.60 0.60 0.01 0.00 0.00 Flash Beacon Lighting A From Leg 1.00 0.0000 226.00 No Ice 2.70 2.70 0.05 0.00 0.00 Flash Beacon Lighting B From Leg 1.00 0.0000 226.00 No Ice 2.70 2.70 0.05 0.00 0.00 Sidemarker A From Leg 1.00 0.0000 114.50 No Ice 0.60 0.60 0.01 0.00 0.00 Sidemarker B From Leg 1.00 0.0000 114.50 No Ice 0.60 0.60 0.01 0.00 0.00 Sidemarker C From Leg 1.00 0.0000 114.50 No Ice 0.60 0.60 0.01 0.00 sss 0.00 Shivley SITY6810 4 Bay A From Leg 0.50 0.0000 387.00 No Ice 7.70 7.70 0.15 w/out Radome 0.00 0.00 6" Standoff sss A None 0.0000 387.00 No Ice 7.28 7.28 0.19 (2) CMA-BDHH/6520/EO-8 A From Leg 3.00 0.0000 232.00 No Ice 10.37 5.25 0.09 w/ Mount Pipe 0.00 0.00 WxTower Job Page04816-A-10 Swain Road Tower, FL 21 of 50 FDH Velocitel Project Date 6521 Ideridien Drive 15CBV01400 15:24:12 1 O/26115 Raleigh, North Carolina 27616 Client Designed by Phone: 9197551012 SBA Network Services, Inc. Morteza Ashouri FAX..- 9197551031 Description Face Offset Offsets Azimuth Placement CAA CIAA Weight or Type Ho z Adjustment Front Side Leg Lateral Vert jt ft ft, f? x (2) CMA-BDHH/6520/EO-8 B From Leg 3.00 0.0000 232.00 No Ice 10.37 5.25 0.09 w/ Mount Pipe 0.00 0.00 (2) CMA-BDHH/6520/E0-8 C From Leg 3.00 0.0000 232.00 No Ice 10.37 5.25 0.09 w/ Mount Pipe 0.00 0.00 DBXNH-6565E-A2M w/ A From Leg 3.00 0.0000 232.00 No Ice 8.65 7.08 0.07 Mount Pipe 0.00 0.00 DBXNH-6565B-A2M w/ B From Leg 3.00 0.0000 232.00 No Ice 8.65 7.08 0.07 Mount Pipe 0.00 0.00 DBXNH-6565B-AIM w/ C From Leg 3.00 0.0000 232.00 No Ice 8.65 7.08 0.07 Mount Pipe 0.00 0.00 FXFC A From Leg 3.00 0.0000 232.00 No Ice 0.98 1.12 0.06 0.00 0.00 FXFC B From Leg 3.00 0.0000 232.00 No Ice 0.98 1.12 0.06 0.00 0.00 FRIG A From Lcg 3.00 0.0000 232.00 No Ice 2.79 1.10 0.06 0.00 0.00 FRIG B From Leg 3.00 0.0000 232.00 No Ice 2.79 1.10 0.06 0.00 0.00 FRIG C From Leg 3.00 0.0000 232.00 No Ice 2.79 1.10 0.06 0.00 0.00 TMA-S-DB 192I-DD-A TMA A From Leg 3.00 0.0000 232.00 No Ice 0.84 0.46 0.02 0.00 0.00 TMA-S-DB 1921-DD-A TMA B From Leg 3.00 0.0000 232.00 No Ice 0.84 0.46 0.02 0.00 0.00 TMA-S-DB 1921-DD-A TMA C From Leg 3.00 0.0000 232.00 No Ice 0.84 0.46 0.02 0.00 0.00 ASU9338TYP0I C From Leg 3.00 0.0000 232.00 No Ice 3.74 1.16 0.02 0.00 0.00 13' CONNECT -IT C None 0.0000 232.00 No Ice 39.23 39.23 1.42 V-FRAME rss (3) PCSA065-19-2 w/Mount A From Leg 3.00 0.0000 200.00 No Ice 6.68 7.87 0.07 Pipe 0.00 0.00 (3) PCSA065-19-2 w/Mount B From Leg 3.00 0.0000 200.00 No Ice 6.68 7.87 0.07 Pipe 0.00 0.00 (3) PCSA065-19-2 w/Mount C From Leg 3.00 0.0000 200.00 No Ice 6.68 7.87 0.07 Pipe 0.00 0.00 (3) IO' Standoffs ssr C None 0.0000 200.00 No Ice 17.61 17.61 0.44 DB844H90 w/ Mount Pipe A From Leg 3.00 0.0000 148.00 No Ice 3.30 4.92 0.03 tnxl ower Job Page f Swain Road Tower, FL04816-A-10 22 of 50 FDH Velocitel Project Date 6521 Meridian Drive 15CBV01400 15:24:12 10/26/15 Raleigh, North Carolina 27616 Client Designed by Phone: 9197551012 SBA Network Services, Inc. Morteza Ashouri FAX 9197551031 Description Face Offset Offsets: Azimuth Placement Cyl., CAA Weight or Type Ho+z Adjustment Front Side Leg Lateral Vert ft o ft f12 ft' K ft ft 0.00 1.00 DB844H90 w/ Mount Pipe B From Leg 3.00 0.0000 148.00 No Ice 3.30 4.92 0.03 0.00 1.00 DB844H90 w/ Mount Pipe C From Leg 3.00 0.0000 148.00 No Ice 3.30 4.92 0.03 0.00 1.00 844G65VTZASX 6850 w/ A From Leg 3.00 0.0000 148.00 No Ice 6.13 5.21 0.03 Mount Pipe 0.00 1.00 844G65VTZASX 6850 w/ B From Leg 3.00 0.0000 148.00 No Ice 6.13 5.21 0.03 Mount Pipe 0.00 1.00 844G65VTZASX 6850 w/ C From Leg 3.00 0.0000 148.00 No Ice 6.13 5.21 0.03 Mount Pipe 0.00 1.00 844G90VTA-SX w/Mount A From Leg 3.00 0.0000 148.00 No Ice 3.77 5.40 0.04 Pipe 0.00 1.00 844G90VTA-SX w/Mount B From Leg 3.00 0.0000 148.00 No Ice 3.77 5.40 0.04 Pipe 0.00 1.00 844G90VTA-SX w/Mount C From Leg 3.00 0.0000 148.00 No Ice 3.77 5.40 0.04 Pipe 0.00 1.00 (3) ITT -Frames «r: C None 0.0000 148.00 No Ice 32.73 32.73 1.48 Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Harz Adjustment Beam Diameter Area Leg Lateral Width Vert R R h fit K Scala PR-950 Dish Grid None 0.0000 225.00 5.67 No Ice 25.22 0.04 «r «rr Force Totals (Does not include forces on guys Load Vertical Sum of Sum of Stan of Torques Case Forces Farces Forces X Z K K K kip-ft Leg Weight 28.21 Bracing Weight 20.48 Total Member Self -Weight 48.69 MxTower Job Page Swain Road Tower, FL04816-A-10 23 of 50 FDHVelocitel Project Date 6521 Meridien Drive 15CBVO1400 15:24:12 10/26/15 Raleigh, North Carolina 27616 Client Designed by Phone., 9197551012 SBA Network Services, Inc. Morteza Ashouri FAX: 9197551031 Load Vertical Sum of Sum of Sum of Torques Case Forces Forces Forces X Z K K K Guy Weight 19.34 Total Weight 79.75 Wind 0 deg - No Ice 0.04 -67.21 2.95 Wind 30 deg -No Ice 34.69 -60.00 2.20 Wind 60 deg -No Ice 59.60 -34.41 0.28 Wind 90 deg -No Ice 70.25 -0.04 -1.76 Wind 120 deg -No Ice 59.16 34.11 -2.84 Wind 150 deg -No Ice 30.91 53.53 -2.83 Wind 180 deg -No Ice -0.04 63.86 -2.88 Wind 210 deg -No Ice -34.69 60.00 -2.20 Wind 240 deg - No Ice -62.51 36.09 -0.34 Wind 270 deg - No Ice -70.25 0.04 1.76 Wind 300 deg - No Ice -56.26 -32.44 2.84 Wind 330 deg - No Ice -30.91 -53.53 2.83 Total Weight 79.75 0.01 -16.26 0.71 Wind 0 deg - Service Wind 30 deg - Service 8.39 -14.51 0.53 Wind 60 deg - Service 14.42 -8.32 0.07 Wind 90 deg - Service 16.99 -0.01 -0.42 Wind 120 deg - Service 14.31 8.25 -0.69 Wind 150 deg - Service 7.48 12.95 -0.69 Wind 180 deg -Service -0.01 15.45 -0.70 Wind 210 deg - Service -8.39 14.51 -0.53 Wind 240 deg - Service -15.12 8.73 -0.08 Wind 270 deg - Service -16.99 0.01 0.42 Wind 300 deg -Service -13.6I -7.85 0.69 Wind 330 deg - Service -7.48 -12.95 0.69 Load Combinations DesmipHon 2 1.2 Dead+1.6 Wind 0 deg - No Icc+1.0 Guy 3 1.2 Dead+1.6 Wind 30 deg - No Ice+1.0 Guy 4 1.2 Dead+1.6 Wind 60 deg - No Ice+1.0 Guy 5 1.2 Dead+1.6 Wind 90 deg - No Ice+1.0 Guy 6 1.2 Dead+1.6 Wind 120 deg - No Ice+1.0 Guy 7 1.2 Dead+1.6 Wind 150 deg - No Ice+1.0 Guy 8 1.2 Dead+1.6 Wind 180 deg - No Ice+1.0 Guy 9 1.2 Dead+1.6 Wind 210 deg - No Ice+1A Guy 10 1.2 Dead+1.6 Wind 240 deg - No Ice+1.0 Guy 11 1.2 Dead+1.6 Wind 270 deg - No ice+1.0 Guy 12 1.2 Dead+1.6 Wind 300 deg - No Ice+1.0 Guy 13 1.2 Dead+1.6 Wind 330 deg - No Icc+1.0 Guy 14 Dead+Wind 0 deg - Service+Guy 15 Dead+Wind 30 deg- Service+Guy 16 Dead+Wind 60 deg - Service+Guy 17 Dead+Wind 90 deg - Service+Guy 18 Dead+Wind 120 deg - Service+Guy 19 Dead+Wind 150 deg - Service+Guy 20 Dead+Wind 180 deg - Scrvice+Guy 21 Dead+Wind 210 deg - Service+Guy 22 Dead+Wind 240 deg - Service+Guy tnxTower Job Page04816-A-10 Swain Road Tower, FL 24 of 50 FDHVelocitel Project Date 6521 Meridian Drive 15CBVO1400 15:24:12 10/26/16 Raleigh, North Carolina 27616 Client Designed by Phone: 9197551012 SBA Network Services, Inc. Morteza Ashouri FAX, 9197551031 Comb. Description No. 23 Dead+Wind 270 deg- Service+Guy 24 Dead+Wind 300 deg- Service+Guy 25 Dead+Wind 330 deg- Service+Guy Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Tt 450 - 440 Leg Max Tension 1 0.00 0.00 0.00 Max. Compression 12 -32.02 0.82 0.47 Max. Mx 12 -30.79 5.00 -1.95 Max. My 8 -30.76 0.00 -5.77 Max. Vy 12 12.56 -3.37 -1.95 Max. Vx 8 -14.50 0.00 3.90 Diagonal Max Tension 3 5.90 0.00 0.00 Horizontal Max Tension 12 0.55 0.00 0.00 Max. Compression 12 -6.77 0.00 0.00 Max. Mx 10 0.46 -0.01 0.00 Max. My 11 0.39 0.00 0.00 Max. Vy 10 0.01 0.00 0.00 Max. Vx I -0.00 0.00 0.00 Top Girt Max Tension 1 0.00 0.00 0.00 Max. Compression 5 4.13 0.00 0.00 Max. Mx 10 -4.13 -0.01 0.00 Max. My 11 -4.04 0.00 0.00 Max. Vy 10 0.01 0.00 0.00 Max. Vx 11 -0.00 0.00 0.00 Guy A Bottom Tension 8 29.92 Top Tension 8 30.84 Top Cable Vert 8 - 26.04 Top Cable Norm 8 16.52 Top Cable Tan 8 0.00 Bot Cable Vert 8 -23.52 Bot Cable Norm 8 18.48 • Bot Cable Tan 8 0.00 Guy B Bottom Tension 12 29.92 Top Tension 12 30.84 Top Cable Vert 12 26.04 Top Cable Norm 12 16.52 Top Cable Tan 12 0.00 Bat Cable Vert 12 -23.53 Bot Cable Nonn 12 18.48 Bot Cable Tan 12 0.00 Guy C Bottom Tension 4 29.92 Top Tension 4 30.84 Top Cable Vert 4 26.04 Top Cable Norm 4 16.52 Top Cable Tan 4 0.00 Bat Cable Vert 4 -23.53 Bot Cable Norm 4 18.48 Bot Cable Tan 4 0.00 72 440-420 Leg Max Tension 1 0.00 0.00 0.00 Max. Compression 12 -39.66 0.01 0.00 Max. Mx 12 -32.55 0.82 0.47 Max. My 8 -32.52 0.00 -0.95 Max. Vy 12 0.28 0.82 0.47 Max. Vx 8 -0.33 0.00 -0.95 Diagonal Max Tension 3 3.79 0.00 0.00 WxTower Job Swain Road Tower, FL04816-A-10 Page25 of 50 FDH Velocitel 6521 Meridien Drive Project 15CBV01400 Date 15:24:12 10/26/15 Raleigh, North Carolina 27616 Phone: 9197551012 FAX., 9197551031 Client SBA Network Services, Inc. Designed by Morteza Ashouri Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kipft kipft _ Horizontal Max Tension 12 0.69 0.00 0.00 Max. Compression 12 -4.65 0.00 0.00 Max. Mx 10 0.52 -0.01 0.00 Mitt. My 11 0.36 0.00 0.00 Max. Vy 10 0.01 0.00 0.00 Max. Vx 11 -0.00 0.00 0.00 Top Girt Max Tension 1 0.00 0.00 0.00 Max. Compression 5 -6.51 0.00 0.00 Max. Mx 10 -6.50 -0.01 0.00 Max. My 11 -6.21 0.00 0.00 Max. Vy 10 0.01 0.00 0.00 Max. Vx 11 -0.00 0.00 0.00 T3 420-400 Leg Max Tension 1 0.00 0.00 0.00 Max. Compression 12 40.83 0.01 0.00 Max. Mx 11 -6.20 -0.02 -0.00 Max. My 2 -2.43 0.00 . -0.02 Max. Vy 5 0.03 -0.01 0.00 Max. Vx 2 -0.03 0.00 0.01 Diagonal Mu Tension 10 3.32 0.00 0.00 Horizontal Max Tension 12 0.71 0.00 0.00 Max. Compression 12 4.67 0.00 0.00 Max. Mx 10 0.53 -0.01 0.00 Max. My 11 0.36 0.00 0.00 Max. Vy 10 0.01 0.00 0.00 Max. Vx 11 -0.00 0.00 0.00 Top Girt Max Tension 1 0.00 0.00 0.00 Max. Compression 12 4.66 0.00 0.00 -Max. Mx 10 -3.74 -0.01 0.00 Max. My 11 4.62 0.00 0.00 Max. Vy 10 0.01 0.00 0.00 Max. Vx 11 -0.00 0.00 0.00 T4 400 - 380 Leg Max Tension 1 0.00 0.00 0.00 Max. Compression 8 -52.43 0.00 0.03 Max. Mx 11 -22.64 -0.30 0.02 Max. My 3 -32.20 -0.02 -0.21 Max. Vy 5 -0.49 -0.19 0.02 Max. Vx 9 -0.35 0.05 -0.14 Diagonal Max Tension 7 5.76 0.00 0.00 Horizontal Max Tension 10 2.08 0.00 0.00 Max. Compression 12 -6.11 0.00 0.00 Max. Mx 6 2.07 -0.01 0.00 Max. My 11 1.89 0.00 -0.00 Max. Vy 6 0.01 0.00 0.00 Max. Vx 11 0.00 0.00 0.00 Top Girt Max Tension 1 0.00 0.00 0.00 Max. Compression 12 -5.24 0.00 0.00 Max. Mx 6 4.29 -0.01 0.00 Max. My 11 -4.36 0.00 ` -0.00 Max. Vy 6 0.01 0.00 0.00 Max. Vx I 0.00 0.00 0.00 Guy Bottom Tension 8 24.31 Top Tension 8 24.92 Top Cable Vert 8 19.96 Top Cable Norm 8 14.91 Top Cable Tan 8 0.00 Hot Cable Vert 8 -18.13 Hot Cable Norm 8 16.20 Hot Cable Tan 8 0.00 Guy Bottom Tension 12 24.32 Top Tension 12 24.92 Top Cable Vert 12 19.96 tnxTower Job Swain Road Tower, FL04816-A-10 Page 26 of 50 FDHVelocitel 6521 Meridien Drive Project 15CBVO1400 Date 15:24:12 10/26/15 Raleigh, North Carolina 27616 Phone. 9197551012 FAX., 91975s1031 Client SBA Network Services, Inc. Designed by Morteza Ashouri Section Elevation Component Condition Gov. Axial . Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kiD-ft kia-R Guy C T5 380 - 360 Leg Diagonal Horizontal Top Girt T6 360-340 Leg Diagonal Horizontal Top Girt T7 340-320 Leg Diagonal Horizontal Top Cable Tan Bot Cable Vert Bat Cable Noma Hot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Noma Top Cable Tan Bot Cable Vert Bat Cable Noma Bot Cable Tan Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max Tension Max Compression Max. Mx 0.00 -18.13 16.20 0.00 24.31 24.91 19.96 14.91 0.00 -18.13 16.20 0.00 0.00 -50.85 -47.70 -50.85 0.07 0.08 3.22 0.88 -3.98 0.72 0.83 0.01 0.00 0.00 4.79 -4.31 433 0.01 0.00 0.00 45.57 -35.41 -33.63 0.04 -0.04 3.95 0.79 -3.82 0.68 0.75 0.01 0.00 0.00 -3.87 -3.30 -3.33 0.01 0.00 0.00 -62.47 -21.50 -40.75 0.09 -0.09 8.01 1.63 -8.30 1.04 0.00 0.00 -0.05 0.00 -0.03 0.00 0.00 0.00 0.00 -0.01 0.00 0.00 0.00 0.00 0.00 -0.01 0.00 0.00 0.00 0.00 0.00 -0.04 -0.00 -0.04 -0.00 0.00 0.00 0.00 -0.01 0.00 0.00 0.00 0.00 0.00 -0.01 0.00 0.00 0.00 0.00 -0.02 -0.17 0.00 0.17 0.00 0.00 0.00 0.00 -0.02 0.00 -0.04 0.01 0.05. 0.01 -0.04 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 -0.01 -0.00 0.04 0.01 0.04 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 0.04 0.05 -0.19 0.05 -0.19 0.00 0.00 0.00 0.00 WxTOWei' Job Swain Road Tower, FL04816-A-10 Page27 of 50 FDH Velocitel 6521 Meridian Drive Project 15CBVO1400 Date 15:24:12 10/26/15 Raleigh, North Carolina 27616 Client Designed by Phone. 9197551012 FAX., 9197551031 SBA Network Services, Inc. Morteza Ashouri Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kilt-jt 1ip-J1 Max. Vy 4 0.01 0.00 0.00 Max. Vx 11 0.00 0.00 0.00 Top Girt Max Tension 1 0.00 0.00 0.00 Max. Compression 2 -5.48 0.00 0.00 Max. Mx 10 -5.48 -0.02 0.00 Max. My 11 -5.46 0.00 -0.00 Max. Vy 10 0.01 0.00 0.00 Max. Vx 11 0.00 0.00 0.00 Guy Bottom Tension 8 30.15 Top Tension 8 30.83 Top Cable Vert 8 22.87 Top Cable Noma 8 20.66 Top Cable Tan 8 0.00 Bot Cable Vert 8 -20.93 Bot Cable Nomt 8 21.70 But Cable Tan 8 0.00 Guy B Bottom Tension 12 30.15 Top Tension 12 30.82 Top Cable Vert 12 22.87 Top Cable Norm 12 20.66 Top Cable Tan 12 0.00 Bot Cable Vert 12 -20.93 Bot Cable Noma 12 21.70 Bat Cable Tan t2 0.00 Guy C Bottom Tension 4 30.16 Top Tension 4 30.83 Top Cable Vert 4 22.88 Top Cable Noma 4 20.67 Top Cable Tan 4 0.00 Bar Cable Vert 4 -20.94 Bot Cable Norm 4 21.70 r Bot Cable Tan 4 0.00 T8 320-300 Leg Max Tension 1 0.00 0.00 0.00 Max. Compression 3 -58.99 -0.01 0.02 Max. Mx 13 -53.34 0.05 0.01 Max. My 7 -53.34 0.02 -0.05 Max. Vy 5 0.05 -0.05 0.01 Max. Vx 8 0.06 0.00 -0.05 Diagonal Max Tension 11 5.59 0.00 0.00 Horizontal Max Tension 3 1.02 0.00 0.00 Max. Compression 10 -6.49 0.00 0.00 Max. Mx 6 0.91 -0.02 0.00 Max. My 11 0.97 0.00 -0.00 Max. Vy 6 0.01 0.00 0.00 Max. Vx 11 0.00 0.00 0.00 Top Girt Max Tension 1 0.00 0.00 0.00 Max. Compression 2 -7.36 0.00 0.00 Max. Mx 6 -7.36 -0.02 0.00 Max. My - 11 -7.28 0.00 -0.00 Max. Vy 6 0.01 0.00 0.00 Max. Vx 11 0.00 0.00 0.00 T9 300 - 280 Leg Max Tension 1 0.00 0.00 0.00 Max. Compression 9 -56.74 0.02 -0.04 Max. Mx 12 -43.02 0.05 0.02 Max. My 8 43.00 0.00 -0.05 Max. Vy 11 0.04 0.03 0.00 Max. Vx 2 0.04 -0.00 0.03 Diagonal Max Tension 7 2.74 0.00 0.00 Horizontal Max Tension 9 0.98 0.00 0.00 Max. Compression 10 -3.51 0.00 0.00 Wx ower Job Page Swain Road Tower, FL04816-A-10 28 of 50 FDH Velocitel Project Date 6521 Meridian Drive 15CBVO1400 15:24:12 10/26/15 Raleigh, North Carolina 27616 Client Designed by Phone: 9197551012 SBA Network Services, Inc. Morteza Ashouri FAX. 9197551031 Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. jt Type Load Moment Moment _ Comb. K kip-ft kipft Max. Mx 4 0.96 -0.01 0.00 Maus. My 11 0.98 0.00 -0.00 Max. Vy 4 0.01 0.00 0.00 Max. Vx I 0.00 0.00 0.00 Top Girt Max Tension 1 0.00 0.00 0.00 Max. Compression 10 -4.91 0.00 0.00 Max. Mx 6 -4.69 -0.01 0.00 Max. My 11 4.72 0.00 -0.00 Max. Vy 6 0.01 0.00 0.00 Max. Vx I 0.00 0.00 0.00 T10 280-260 Leg Max Tension I 0.00 0.00 0.00 Max. Compression 8 -69.12 -0.05 0.16 Max. Mx 5 -65.03 0.19 0.01 Max. My 3 -65.08 0.09 -0.17 Max. Vy 5 -0.I1 -0.10 0.01 Max. Vx 2 0.11 0.02 0.09 Diagonal Max Tension 8 8.48 0.00 0.00 Horizontal Max Tension 8 I.20 0.00 0.00 Max. Compression 9 -10.43 0.00 0.00 Max. Mx 4 1.20 -0.02 0.00 Max. My 11 1.13 0.00 -0.00 Max. Vy 4 0.01 0.00 0.00 Max. Vx I I 0.00 0.00 0.00 Top Girt Max Tension 1 0.00 0.00 0.00 Max. Compression 9 -7.10 0.00 0.00 Max. Mx 4 -6.71 -0.02 0.00 Max. My 11 -6.85 0.00 -0.00 Max. Vy 4 0.01 0.00 0.00 Max. Vx 11 0.00 0.00 0.00 TI1 260 -240 Leg Max Tension 1 0.00 0.00 0.00 Max. Compression 4 -102.20 -0.02 0.01 Max. Mx 11 -36.01 -0.77 -0.04 Max. My 2 -65.71 -0.00 -0.79 Max. Vy 5 -1.25 -0.76 0.02 Max. Vx 8 -1.24 -0.07 -0.74 Diagonal Max Tension 9 9.79 0.00 0.00 Horizontal Max Tension 4 1.77 0.00 0.00 Max. Compression 6 -16.83 0.00 0.00 Max. Mx 4 1.43 -0.02 0.00 Max. My 11 1.75 0.00 -0.00 Max. Vy 4 0.01 0.00 0.00 Max. Vx I 0.00 0.00 0.00 Top Girt Max Tension 1 0.00 0.00 0.00 Max. Compression 6 -10.13 0.00 0.00 Max. Mx 4 -9.75 -0.02 0.00 Max. My 11 -9.50 0.00 -0.00 Max. Vy 4 0.01 0.00 0.00 Max. Vx 11 0.00 0.00 0.00 Guy Bottom Tension 8 29.44 Top Tension 8 29.97 Top Cable Vert 8 24.18 Top Cable Norm 8 17.70 Top Cable Tan 8 0.02 Bot Cable Vert 8 -22.78 Bar Cable Norm 8 18.65 Hot Cable Tan 8 0.02 Guy B Bottom Tension 12 29.45 Top Tension 12 29.98 Top Cable Vert 12 24.19 Top Cable Noma 12 17.71 Top Cable Tan 12 0.02 WxTower Job Swain Road Tower, FL04816-A-10 Page29 of 50 FDHVelocitel 6521 Meridien Drive Project 15CBVO1400 Date 15:24:12 10/26/15 Raleigh, North Carolina 27616 Phone., 9197551012 FAX.- 9197551031 Client SBA Network Services, Inc. Designed by Morteza Ashouri Section Elevation Component Condition Gov. Axial Major Axis Minor Axis Na. ft Type Load Moment Moment Comb. K kip jt kip-ft Bar Cable Vert 12 -22.79 But Cable Norm 12 18.65 Bot Cable Tan 12 0.02 Guy C Bottom Tension 4 29.47 Top Tension 4 30.00 Top Cable Vert 4 24.21 Top Cable Norm 4 17.72 Top Cable Tan 4 0.02 But Cable Vert 4 -22.80 Bot Cable Norm 4 18.66 Bot Cable Tan 4 0.02 Torque Arm Top Max Tension 2 30.74 0.00 0.00 Max. Compression 1 0.00 0.00 0.00 Max. Mx 3 24.98 0.09 0.00 Meat. My 11 21.27 0.00 -0.00 Max. Vy 3 -0.08 0.00 0.00 Max Vic 11 0.00 0.00 0.00 Torque Arm Bottom Max Tension 1 0.00 0.00 0.00 Max. Compression 4 40.23 0.00 0.00 Max. Mx 8 -13.61 0.12 0.00 Max. My 11 -21.00 0.00 -0.00 Max. Vy 8 -0.08 0.00 0.00 Mac. Vx I 0.00 0.00 0.00 T12 240-220 Leg Max Tension 1 0.00 0.00 0.00 Max. Compression 4 -113.82 -0.09 0.05 Max. Mx 11 -91.85 -0.27 0.01 Max. My 2 -103.99 -0.02 -0.29 Max. Vy 5 -2.33 0.15 -0.01 ' Max. Vic 2 2.31 -0.00 -0.15 Diagonal Max Tension 13 5.88 0.00 0.00 Horizontal Max Tension 4 1.97 0.00 0.00 ' Max. Compression 4 -5.73 0.00 0.00 Max. Mx 4 1.24 -0.01 0.00 Max. My 5 1.93 0.00 0.00 Max. Vy 4 0.01 0.00 0.00 Max. Vx 5 -0.00 0.00 0.00 Top Girt Max Tension 1 0.00 0.00 0.00 Max. Compression 3 -6.31 0.00 0.00 Max Mx 4 -6.27 -0.01 0.00 Max. My 11 -6.15 0.00 0.00 Max. Vy 4 0.01 0.00 0.00 Max. Vx I I -0.00 0.00 0.00 T13 220 - 200 Leg Max Tension 1 0.00 0.00 0.00 Max. Compression 4 -108.76 0.03 -0.01 Max. Mx 12 -94.42 0.07 0.01 Max. My 2 -102.55 0.02 -0.07 Max. Vy 11 0.06 0.03 -0.01 Max. Vx 2 0.07 -0.01 0.03 Diagonal Max Tension 9 11.06 0.00 0.00 Horizontal Max Tension 4 1.88 0.00 0.00 Max. Compression 6 -11.88 0.00 0.00 Max. Mx 4 1.63 -0.02 0.00 Max. My 3 1.87 0.00 0.00 Max. Vy 4 0.02 0.00 0.00 Max. Vx 3 -0.00 0.00 0.00 Top Girt Max Tension 1 0.00 0.00 0.00 Max. Compression 3 -8.50 0.00 0.00 Max. Mx 4 -8.46 -0.02 0.00 Max. My 5 -8.14 0.00 0.00 Max. Vy 4 0.02 0.00 0.00 Max. Vx 5 -0.00 0.00 0.00 tnxTower Job Swain Road Tower, FL Page04816-A-10 30 of 50 FDHVelocitel 6521 Meridien Drive Project 15CBVO1400 Date 15:24:12 10/26/15 Raleigh, North Carolina 27616 Phone: 9197551012 X: FA9197551031 Client SBA Network Services, Inc. Designed by Morteza Ashouri Section Elevation Component Condition Gov. Axial MajorAxis Minor Axis No. ft Type Load Moment Moment _ •Comb. K /aloft kipft T14 200 - 180 Leg Max Tension 1 0.00 0.00 0.00 Max. Compression 5 -122.57 0.01 -0.01 Max. Mx 11 -99.66 1.10 0.02 Max. My 8 -111.73 -0.18 -1.01 Max. Vy 5 -1.64 -0.06 0.01 Max. Vx 2 1.63 -0.02 0.04 Diagonal Max Tension 10 14.40 0.00 0.00 Horizontal Max Tension 5 2.12 0.00 0.00 Max. Compression 10 -23.39 0.00 0.00 Max. Mx 4 2.07 -0.02 0.00 Max. My 3 1.97 0.00 0.00 Max. Vy 4 0.02 0.00 0.00 Max. Vx 3 -0.00 0.00 0.00 Top Girt Max Tension I 0.00 0.00 0.00 Max. Compression 2 -11.63 0.00 0.00 Max. Mx 4 -11.45 -0.02 0.00 Max. My 3 -11.47 0.00 0.00 Max. Vy 4 0.02 0.00 0.00 Max. Vx 3 -0.00 0.00 0.00 Guy Bottom Tension 8 30.54 Top Tension 8 30.94 Top Cable Vert 8 21.95 Top Cable Nomr 8 21.81 Top Cable Tan 8 0.01 Bat Cable Vert 8 -20.85 But Cable Norm 8 22.32 Bot Cable Tan 8 0.02 Guy B Bottom Tension 12 30.54 Top Tension 12 30.94 Top Cable Vert 12 21.95 Top Cable Norm 12 21.81 Top Cable Tan 12 0.01 Bat Cable Vert 12 -20.85 Bot Cable Norm 12 22.32 Bot Cable Tan 12 0.02 Guy C Bottom Tension 4 30.51 Top Tension 4 30.92 Top Cable Vert 4 21.93 Top Cable Norm 4 21.79 Top Cable Tan 4 0.01 Bot Cable Vert 4 -20.83 Bat Cable Norm 4 22.30 But Cable Tan 4 0.02 Torque Am Top Max Tension 6 30.76 0.00 0.00 Max. Compression 1 0.00 0.00 0.00 Max. Mx 6 19.54 0.09 0.00 Max. My 3 30.43 0.00 -0.00 Max. Vy 6 -0.08 0.00 0.00 Max. Vx 3 0.00 0.00 0.00 Torque Arm Bottom Max Tension 1 0.00 0.00 0.00 Max. Compression 8 -36.92 0.00 0.00 Max. Mx 10 -29.82 0.12 0.00 Max. My 9 -3.23 0.00 0.00 Max. Vy 10 -0.08 0.00 0.00 Max. Vx 9 -0.00 0.00 0.00 TIS 180 - 160 Leg Max Tension 1 0.00 0.00 0.00 Max. Compression 9 -122.16 -0.01 0.00 Max. Mx 5 -99.40 -0.10 -0.01 Max. My 8 -110.23 -0.03 -0.10 Max. Vy 5 -0.07 -0.10 -0.01 Mm. Vx 2 0.07 0.01 0.10 tnxTower Job Swain Road Tower, FL04816-A-10 Page 31 of 50 FDHVelocitel 6521 Meridien Drive Project 15CBVO1400 Date 15:24:12 10/26/15 Raleigh, North Carolina 27616 Phone: 91975510/2 FAX:9197551031 Client SBA Network Services, Inc. Designed by Morteza Ashouri Section Elevation Component Condition Gov. Axial Major Axis MmorAxis Na ft Type Load Moment Moment Diagonal Max Tension 13 5.00 0.00 0.00 Horizontal Max Tension 9 2.12 0.00 0.00 Mom Compression 7 -5.38 0.00 0.00 Max. Mx 10 2.07 -0.02 0.00 Max. My 3 2.12 0.00 0.00 Max. Vy 10 0.01 0.00 0.00 Max. Vx 3 -0.00 0.00 0.00 Top Gut Max Tension 1 0.00 0.00 0.00 Max. Compression 6 -7.52 0.00 0.00 Max. Mx 4 -7.41 -0.02 0.00 Max. My 3 -7.51 0.00 0.00 Max. Vy 4 0.01 0.00 0.00 Max. Vx 3 -0.00 0.00 0.00 T16 160 - 140 Leg Max Tension 1 0.00 0.00 0.00 Max. Compression 13 -122.28 0.00 -0.01 Max. Mx 11 -110.27 0.15 -0.01 Max. My 2 -116.74 0.00 0.15 Max. Vy 5 -1.38 0.07 -0.01 Max. Vx 2 1.39 0.01 -0.05 Diagonal Max Tension 11 T62 0.00 0.00 Horizontal Max Tension 13 2.12 0.00 0.00 Mom Compression 12 -5.87 0.00 0.00 Max. Mx 4 2.01 -0.02 0.00 Max. My 3 2.12 0.00 0.00 Max. Vy 4 0.01 0.00 0.00 Max. Vx 3 -0.00 0.00 0.00 Top Girt Max Tension 1 0.00 0.00 0.00 Max. Compression 7 -5.38 0.00 0.00 Max. Mx 4 -5.35 -0.02 0.00 Max. My 3 -5.17 0.00 0.00 Max. Vy 4 0.01 0.00 0.00 Max. Vx 3 -0.00 0.00 0.00 T17 140 - 120 Leg Max Tension 1 0.00 0.00 0.00 Max. Compression 10 -157.23 0.33 -0.19 Max. Mx 11 -118.66 1.17 0.00 Max. My 2 -97.14 -0.21 1.09 Max. Vy 11 1.23 1.17 0.00 Max. Vx 2 1.20 -0.21 1.09 Diagonal Max Tension 2 10.93 0.00 0.00 Horizontal Max Tension 10 2.72 0.00 0.00 Mac Compression 10 -18.34 0.00 0.00 • Max. Mx 4 2.38 -0.02 0.00 Max. My 3 2.56 0.00 0.00 Max. Vy 4 0.01 0.00 0.00 Max. Vx 3 -0.00 0.00 0.00 Top Girt Max Tension 1 0.00 0.00 0.00 Max. Compression 11 -7.62 0.00 0.00 Max. Mx 4 -7.03 -0.02 0.00 Max. My 3 -7.60 0.00 0.00 Max. Vy 4 0.01 0.00 0.00 Max. Vx 3 -0.00 0.00 0.00 Guy A Bottom Tension 8 22.82 Top Tension 8 23.02 Top Cable Vert 8 12.77 Top Cable Norm 8 19.15 Top Cable Tan 8 0.01 Bar Cable Vert 8 -12.14 Bar Cable Norm 8 19.32 Bot Cable Tan 8 0.01 Guy B Bottom Tension 12 22.80 Top Tension 12 23.00' WxTower Job Swain Road Tower, FL04816-A-10 Page 32 of 50 FDHVelocitel 6521 Meridien Drive Project 15CBVO1400 Date 15:24:12 10/26/15 Raleigh, North Carolina 27616 Client Designed by Phone: 9197551012 FAX., 9197551031 SBA Network Services, Inc. Morteza Ashouri Section Elevation No. ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment Lip fl Minor Axis Moment kip-j Top Cable Vert 12 12.76 Top Cable Norm 12 19.14 Top Cable Tan 12 0.01 But Cable Vert 12 -12.13 Bot Cable Nonn 12 19.31 Bot Cable Tan 12 0.01 Guy Bottom Tension 4 22.71 Top Tension 4 22.92 Top Cable Vert 4 12.71 Top Cable Norm 4 19.07 Top Cable Tan 4 0.01 Bot Cable Vert 4 -12.08 But Cable Norm 4 19.24 But Cable Tan 4 0.01 Torque Arm Top Max Tension 9 21.53 0.00 0.00 Max. Compression I 0.00 6.00 0.00 Max. Mx 4 13.67 0.09 0.00 Max. My 3 21.53 0.00 -0.00 Max. Vy 4 -0.08 0.00 0.00 Max. Vx 3 0.00 0.00 0.00 Torque Arse Bottom Max Tension 2 4.06 0.00 0.00 Max. Compression 13 -25.05 0.00 0.00 Max. Mx 10 -20.92 0.12 0.00 Max. My 9 0.44 0.00 0.00 Man. Vy l0 -0.08 0.00 0.00 Max. Vx 9 -0.00 0.00 0.00 T18 120-100 Leg' Max Tension 1 0.00 0.00 0.00 Max. Compression 12 -143.80 -0.02 -0.00 Max. Mx 6 -125.37 -0.06 -0.01 Max. My 7 -131.24 -0.02 -0.08 Max. Vy 5 -0.06 -0.02 -0.02 Max. Vx 2 0.07 0.02 0.03 Diagonal Max Tension 13 6.70 0.00 0.00 Horizontal Max Tension 12 2.49 0.00 0.00 Max. Compression 12 -5.38 0.00 0.00 Max. Mx 4 2.28 -0.02 0.00 Max. My 3 2.48 0.00 0.00 Max. Vy 4 0.01 0.00 0.00 Max. Vx 3 -0.00 0.00 0.00 Top Gin Max Tension I 0.00 0.00 0.00 Max. Compression 12 -6.76 0.00 0.00 Max. Mx 4 -6.76 -0.02 0.00 Max. My 3 -6.58 0.00 0.00' Max. Vy 4 0.01 0.00 0.00 Max. Vx 3 -0.00 0.00 0.00 T19 100-80 Leg Max Tension 1 0.00 0.00 0.00 Max. Compression 8 -148.41 -0.00 0.03 Max. Mx 5 -112.61 0.07 0.01 Max. My 2 -110.63 0.00 -0.07 Max. Vy 5 -0.05 -0.01 -0.01 Max. Vx 2 0.05 0.01 0.02 Diagonal Max Tension 2 3.41 0.00 0.00 Horizontal Max Tension 8 2.57 0.00 0.00 Max. Compression 8 -4.14 0.00 0.00 Max. Mx 4 2.10 -0.01 0.00 Max. My 3 2.55 0.00 0.00 Max. Vy 4 0.01 0.00 0.00 Max. Vx 3 -0.00 0.00 0.00 Top Girt Max Tension I 0.00 0.00 0.00 Max. Compression 12 -4.66 0.00 0.00 Max. Mx 4 4.66 -0.01 0.00 MxToweY Job Swain Road Tower, FI-04816-A-10 Page 33 of 50 FDH Velocitel 6521 Meridian Drive Project 15CBV01400 Date 15:24:12 10/26/15 Raleigh, North Carolina 27616 Phone: 9197551012 FAX., 9197551031 Client SBA Network Services, Inc. Designed by Morteza Ashouri Section Elevation Component Condition Gov. Axial. Major Axis Minor Axis No. ft Type Load Moment Moment Max. My 3 -4.33 0.00 0.00 Max. Vy 4 0.01 0.00 0.00 Max. Vx 3 -0.00 0.00 0.00 T20 80 - 60 Leg Max Tension 1 0.00 0.00 0.00 Max. Compression 8 -145.60 -0.00 0.04 Max. Mx 11 -141.79 0.56 0.15 Max. My 8 -135.83 -0.01 -0.60 Max. Vy 11 -0.22 0.56 0.15 Max. Vx 8 -0.24 -0.01 -0.60 Diagonal Max Tension 13 5.64 0.00 0.00 Horizontal Max Tension 2 3.67 0.00 0.00 Max. Compression 9 -4.24 0.00 0.00 Max. Mx 4 2.27 -0.01 0.00 Max. My 3 2.50 0.00 0.00 Max. Vy 4 0.01 0.00 0.00 Max. Vx 3 -0.00 0.00 0.00 Top Girt Max Tension 1 0.00 0.00 0.00 Max. Compression 8 4.10 0.00 0.00 Max. Mx 4 4.I0 -0.01 0.00 Max. My 3 -3.77 0.00 0.00 Max. Vy 4 0.01 0.00 0.00 Max. Vx 3 -0.00 0.00 0.00 Guy A Bottom Tension 8 19.33 Top Tension 8 19.43 Top Cable Vert 8 6.17 Top Cable Norm 8 18.42 Top Cable Tan 8 0.00 But Cable Vert 8 -5.77 Hot Cable Norm 8 18.45 Bot Cable Tan 8 0.00 Guy B Bottom Tension 12 19.33 Top Tension 12 19A3 Top Cable Vert 12 6.17 Top Cable Norm 12 18.42 Top Cable Tan 12 0.00 Bot Cable Vert 12 -5.77 But Cable Norm 12 18.45 Bot Cable Tan 12 0.00 Guy C Bottom Tension 4 19.33 Top Tension 4 19.43 Top Cable Vert 4 6.17 Top Cable Norm 4 18.42 Top Cable Tan 4 0.00 Bot Cable Vert 4 -5.77 But Cable Norm 4 18.44 Bot Cable Tan 4 0.00 T21 60 - 40 Leg Max Tension 1 0.00 0.00 0.00 Max. Compression 8 -160A9 -0.00 0.04 Max. Mx 12 -146.64 -0.21 -0.12 Max. My 8 -146.64 -0.00 0.25 Max. Vy 4 0.09 -0.04 0.02 Max. Vx 8 0.10 -0.00 -0.05 Diagonal Max Tension 3 4.91 0.00 0.00 Horizontal Max Tension 8 2.78 0.00 0.00 Max. Compression 8 -4.06 0.00 0.00 Max. Mx 4 2.22 -0.01 0.00 Max. My 3 2.74 0.00 0.00 Max. Vy 4 0.01 0.00 0.00 Max. Vx 3 -0.00 0.00 0.00 Top Gut Max Tension 1 0.00 0.00 0.00 Max. Compression 3 -4.16 0.00 0.00 tnxTower Job Page Swain Road Tower, FL04816-A-10 34 of 50 FDH Velocitel Project Date 6521 Mennen Drive 15CBVO1400 15:24:12 10/26/15 Raleigh, North Carolina 27616 Client Designed by Phone: 9197551012 SBA Network Services, Inc. Morteza Ashouri FAX., 9197551031 Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. fl 7vpe Load Moment Moment Comb. K kipft kipfl Max. Mx 4 4.07 -0.01 0.00 Max. My 3 4.16 0.00 0.00 Max. Vy 4 0.01 0.00 0.00 Max. Vx 3 -0.00 0.00 0.00 T22 40 - 20 Leg Max Tension 1 0.00 0.00 0.00 Max. Compression 8 -162.34 -0.00 0.04 Max. Mx 5 -134.56 0.07 -0.00 Max. My 2 -149A5 -0.00 -0.07 Max. Vy 5 0.03 0.03 -0.01 Max. Vx 2 -0.04 0.01 -0.02 Diagonal Max Tension 2 3.50 0.00 0.00 Horizontal Max Tension 8 2.81 0.00 0.00 Max Compression 8 -4.07 0.00 0.00 Max. Mx 4 2.16 -0.01 0.00 Max. My 3 2.77 0.00 0.00 Max. Vy 4 0.01 0.00 0.00 Max. Vx 3 -0.00 0.00 0.00 Top Girt Max Tension 1 0.00 0.00 0.00 Max. Compression 8 -4.07 0.00 0.00 Max. Mx 4 4.07 -0.01 0.00 Max. My 3 -3.65 0.00 0.00 Max. Vy 4 0.01 0.00 0.00 Max. Vx 3 -0.00 0.00 0.00 T23 20 - 4 Leg Max Tension 1 0.00 0.00 0.00 Max. Compression 8 -156.81 -0.00 0.09 ' Max. Mx 12 -148.73 1.58 0.81 Max. My 8 -148.74 0.10 -1.77 Max. Vy 11 -0.59 1.57 0.76 Max. Vx 8 0.66 0.10 -1.77 Diagonal Max Tension 7 7.48 0.00 0.00 Horizontal Max Tension 8 2.72 0.00 0.00 Max. Compression 8 -5.37 0.00 0.00 Max. Mx 4 2.36 -0.01 0.00 Max. My 3 2.68 0.00 0.00 Max. Vy 4 0.01 0.00 0.00 Max. Vx 3 -0.00 0.00 0.00 Top Girt Max Tension 1 0.00 0.00 0.00 Max. Compression 8 4.00 0.00 0.00 Max. Mx 4 4.00 -0.01 0.00 Max. My 3 -3.64 0.00 0.00 Max. Vy 4 0.01 0.00 0.00 Max. Vx 3 -0.00 0.00 0.00 T24 4-0 Leg Max Tension l 0.00 0.00 0.00 Max Compression 4 -181.82 -1.27 -0.01 Max. Mx 4 -181.75 1.77 -0.01 Max. My 3 -172.97 -0.00 0.71 Max. Vy 8 1.25 -1.27 0.06 Max. Vx 9 0.33 0.03 -0.68 Diagonal Max Tension 9 8.77 0.00 0.00 Horizontal Max Tension 4 3.65 0.00 0.00 Max. Compression 8 -8.86 0.00 0.00 Max. Mx 12 3.44 0.01 0.00 Max. My 2 3.59 0.00 0.00 Max. Vy 12 -0.01 0.00 0.00 Max. Vx 2 0.00 0.00 0.00 Top Girt Max Tension 10 47.66 0.00 0.00 Max. Compression I 0.00 0.00 0.00 Max. Mx 12 44.98 0.03 0.00 Max. My 3 47.47 0.00 0.01 Max. Vy 12 -0.02 0.00 0.00 Max. Vx 3 -0.01 0.00 0.00 hsxTower Job Swain Road Tower, FL04816-A-10 Page 35 of 50 FDHVelocitel Project Date 6521 Meridian Drive 15CBV01400 15:24:12 10/26/15 Raleigh, North Carolina 27616 phone: 9197551012 FAX., 9197551031 Client SBA Network Services, Inc. Designed b g Y Morteza Ashouri Section Elevation Component Condition Gov. Axial Major Axis Mmar Axis No. ft Type Load Moment Moment Comb. K kiOlt klot Maximum Reactions Location Condition Gov. Load Comb. vertical K Horizontal, X K Horizontal, Z K Mast Max. Vert 11 404.52 3.97 0.34 Max. H. 11 404.52 3.97 0.34 Max. H, 2 404.19 0.01 3.85 Max. M, I 0.00 0.01 -0.01 Max. M, 1 0.00 0.01 -0.01 Max. Torsion 9 1.39 1.69 -3.62 Min. Vert 1 268.54 , 0.01 -0.01 Min. H. 5 404.48 -3.95 0.33 Min. H. 8 403.56 0.01 -4.14 Min. M, 1 0.00 0.01 -0.01 Min. M. 1 0.00 0.01 -0.01 'Min.Torsion 3 -1.39 -2.27 3.24 Guy C Q 315 R Max. Vert 10 -16.29 -9.04 5.22 Elev 0 it Azimuth 240 deg Max. H, 10 -16.29 -9.04 5.22 Max. H, 4 -62.60 -48.83 28.19 Min. Vert 4 -62.60 -48.83 28.19 Min. H. 4 -62.60 -48.83 28.19 Min. H. 10 -16.29 -9.04 5.22 Guy B Q 315 ft Max. Vert 6 -16.29 9.04 5.22 Elev 0 ft Azimuth 120 deg Max. H. 12 -62.59 48.83 28.19 Max. H, 12 -62.59 48.83 28.19 Min. Vert 12 -62.59 48.83 28.19 Min. H. 6 -16.29 9.04 5.22 Min. H. 6 -16.29 9.04 5.22 Guy A Q 315 ft Max. Vert 2 -16.29 0.00 -10.44 Elev 0 ft Azimuth 0 deg Max. % 11 40.51 4.66 -34.28 Max. H, 2 -16.29 0.00 -10.44 Min. Vert 8 -62.59 -0.00 -56.38 Min. H. 5 40.50 -4.66 -34.27 Min. H. 8 -62.59 -0.00 -56.38 Guy C Q 200 ft Max. Vert 10 -8.86 -6.16 3.56 Elev 0 it Azimuth 240 deg Max. H, 10 -8.86 -6.16 3.56 Max. H, 4 -117.15 -120.17 69.38 Min. Vert 4 -117.15 -120.17 69.38 Min. H. 4 -117.15 -120.17 69.38 Min. H, 10 -8.86 -6.16 3.56 Guy B Q 200 it Max. Vert 6 -8.87 6.17 3.56 Elev 0 it Azimuth 120 deg Max. H. 12 -117.03 120.06 69.33 Max. H, 12 -117.03 120.06 69.33 Min. Vert 12 -117.03 120.06 69.33 Min. H. 6 -8.87 6.17 3.56 WxTower 4 Job Swain Road Tower, FL04816-A-10 Page 36 of 50 FDHVelocitel 6521 Meridien Drive Project 15CBV01400 Date 15:24:12 10/26/15 Raleigh, North Carolina 27616 Phone: 9197551012 FAX' 9197551031 Client SBA Network Services, Inc. Designed by Morteza Ashouri Location Condition Gov. Load Comb. Vertical K Horizontal, X K Horizontal, Z K Min. H, 6 -8.87 6.17 3.56 Guy A @ 200 It Max. Vert 2 -8.87 0.00 -7.13 Elev 0 It Azimuth 0 deg Max. H. 11 -63.62 5.14 -74.10 Max. H, 2 -8.87 0.00 -7.13 Min. Vert 8 -117.02 -0.01 -138.64 Min. H. 5 -63.52 -5.14 -74.01 Min. H. 8 -117.02 -0.01 -138.64 Tower Mast Reaction Summary Torque Load Vertical Shear, Shear, Overturning Overturning Combination Moment, M. Moment, M_ K K K /daft kipft kipft Dead Only 268.54 -0.01 0.01 0.00 0.00 -0.00 1.2 Dead+1.6 Wind 0 deg - No 404.19 -0.01 -3.85 0.00 0.00 1.24 Ice+1.0 Guy 1.2 Dead+1.6 Wind 30 deg - No 404.49 2.27 -3.24 0.00 0.00 1.39 Ice+1.0 Guy 1.2 Dead+1.6 Wind 60 deg -No 403.64 3.56 -2.05 0.00 0.00 0.19 Ice+1.0 Guy , 1.2 Dead+1.6 Wind 90 deg -No 404.48 3.95 -0.33 0.00 0.00 -1.09 Ice+1.0 Guy 1.2 Dead+1.6 Wind 120 deg- 404.18 3.33 L95 0.00 0.00 -1.12 No Ice+1.0 Guy 1.2 Dead+1.6 Wind I50 deg- 404.38 1.67 3.62 0.00 0.00 -0.69 No Ice+1.0 Guy 1.2 Dead+1.6 Wind 180 deg - 403.56 -0.01 4.14 0.00 0.00 -1.21 No Ice+1.0 Guy 1.2 Dead+1.6 Wind 210 deg- 404.52 -1.69 3.62 0.00 0.00 -1.39 ' No Ice+1.0 Guy 1.2 Dead+1.6 Wind 240 deg - 404.33 -3.35 1.94 0.00 0.00 -0.19 No Ice+1.0 Guy 1.2 Dead+1.6 Wind 270 deg - 404.52 -3.97 -0.34 0.00 0.00 1.09 No Ice+1.0 Guy 1.2 Dead+1.6 Wind 300 deg - 403.56 -3.59 -2.05 0.00 0.00 1.10 No Ice+1.0 Guy 1.2 Dead+1.6 Wind 330 deg - 404.39 -2.29 -3.24 0.00 0.00 0.69 No Ice+ 1.0 Guy Dead+Wind 0 deg - 272.15 -0.01 -0.80 0.00 0.00 0.17 Service+Guy Dead+Wind 30 deg- 271.61 0.39 -0.69 0.00 0.00 0.18 Service+Guy Dead+Wind 60 deg - 271.09 0.66 -0.38 0.00 0.00 0.02 Service+Guy Dead+Wind 90 deg - 271.61 0.80 0.02 0.00 0.00 -0.13 Service+Guy Dead+Wind 120 deg - 272.15 0.69 0.42 0.00 0.00 -0.16 Service+Guy Dead+Wind 150 deg - 271.61 0.40 0.71 0.00 0.00 -0.12 Service+Guy Dead+Wind 180 deg- 271.09 -0.01 0.79 0.00 0.00 -0.17 Service+Guy Dead+Wind 210 deg - 271.61 -0.42 0.71 0.00 0.00 -0.18 Service+Guy Dead+Wind 240 deg - 272.15 -0.72 0.42 0.00 0.00 -0.02 WxTower Job Swain Road Tower, FL04816-A-10 Page 37 of 50 FDH Velocitel 6511 Meruben Drive Project ' 15CBV01400 Date 15:24:12 10/26/15 Raleigh, North Carolina 27616 Phone: 9197551012 FAX, 9197551031 Client SBA Network Services, Inc. Designed by Morteza Ashouri Load vertical Shear, Shear. Overturning Overturning Torque Combination Moment, M Moment, Al_ Dead+Wind 270 deg- 271.61 -0.82 0.02 0.00 0.00 0.13 Service+Guy ' Dead+Wind 300 deg- 271.09 -0.68 -0.38 0.00 0.00 0.15 Service+Guy Dead+Wind 330 deg - 271.61 -0.41 -0.69 0.00 0.00 0.12 Service+Guy Solution Summary. Sum of Applied Forces Sum of Reactions Load PX Py PZ PX Py PZ %Error Comb. K K K K K K 1 0.00 -79.74 0.00 0.00 79.74 -0.00 0.003% 2 0.06 -93.72 -154.57 -0.06 93.72 154.57 0.001% 3 75.79 -91.83 -131.14 -75.79 91.83 131.14 0.002% 4 129.31 -89.93 -74.66 -129.32 89.93 74.66 0.002% 5 151.47 -91.83 -0.06 -151.47 91.83 0.07 0.002% 6 133.90 -93.72 77.23 -133.89 93.72 -77.23 0.001% 7 75.68 -91.83 131.08 -75.68 91.83 -131.08 0.002% 8 -0.06 -89.93 149.21 0.06 89.93 -149.21 0.002% 9 -75.79 -91.83 131.14 75.78 91.83 -131.14 0.002% 10 -133.96 -93.72 77.34 133.96 93.72 -77.34 0.001% 11 -151.47 -91.83 0.06 151.47 91.83 -0.06 0.002% 12 -129.25 -89.93 -74.55 129.25 89.93 74.55 0.002% 13 -75.68 -91.83 -131.08 75.68 91.83 131.08 0.002% 14 0.01 -80.03 -23.37 -0.01 80.03 23.37 0.002% 15 11.46 -79.74 -19.82 -11.45 79.74 19.83 0.004% 16 19.55 -79.46 -11.29 -19.55 79.46 11.28 0.004% 17 22.90 -79.74 -0.01 -22.90 79.74 0.01 0.004% 18 20.24 -80.03 11.68 -20.24 80.03 -11.68 0.002% 19 11.44 -79.74 19.82 -11.44 79.74 -19.81 0.001% 20 -0.01 -79.46 22.56 0.01 79.46 -22.55 0.004% 21 -11.46 -79.74 19.82 11.46 79.74 -19.82 0.001% 22 -20.25 -80.03 11.69 20.25 80.03 -11.69 0.002% 23 -22.90 -79.74 0.01 22.90 79.74 -0.01 0.001% 24 -19.54 -79.46 -11.27 19.54 79.46 11.27 0.004% 25 -11.44 -79.74 49.82 11.44 79.74 19.82 0.001% Non linear Convergence Results Load Combination Converged? Number of Cycles Displacement Tolerance Force Tolerance 1 Yes 7 0.00000001 0.00006388 2 Yes 16 0.00007891 0.00003486 3 Yes 15 0.00012012 0.00004904 4 Yes 11 0.00007893 0.00005232 5 Yes 15 0.00012000 0.00004899 6 Yes 16 0.00007890 0.00003481 7 Yes 15 0.00011996 0.00004896 8 Yes 11 0.00007859 0.00005131 . 9 Yes 15 0.00012017 0.00004909 10 Yes 16 0.00008130 0.00003485 WXT(l11 er Job Swain Road Tower, FL04816-A-10 Page38 of 50 FDHVelocitel 6521 Merldien Drive Project 15CBVO1400 Date 15:24:12 10/26/15 Raleigh, North Carolina 27616 Phone: 9197551012 FAX 9197551031 Client SBA Network Services, Inc. Designed by Morteza Ashouri I Yes 15 0.00012013 0.00004907 12 Yes 11 0.00007856 0.00005135 13 Yes 15 0.00012000 0.00004894 14 Yes 8 0.00000001 0.00004991 15 Yes 9 0.00000001 0.00004033 16 Yes 9 0.00000001 0.00003769 17 Yes 9 0.00000001 0.00004042 18 Yes 8 0.00000001 0.00005101 19 Yes to 0.00000001 0.00001809 20 Yes 9 0.00000001 0.00003847 21 Yes 10 0.00000001 0.00001616 22 Yes 8 0.00000001 0.00004983 23 Yes 10 0.00000001 0.00001597 24 Yes 9 0.00000001 0.00003980 25 Yes 10 0.00000001 0.00001811 Maximum Tower Deflections - Service Wind Section No. Elevation Jt Hom. Deflection in Gov. Load Comb. Tilt Twist TI 450 - 440 0.545 23 0.0642 0.0457 T2 440-420 0.601 16 0.0629 0.0458 T3 420-400 0.772 24 0.0531 0.0455 T4 400 - 380 0.887 24 0.0417 0.0454 T5 380-360 0.956 20 0.0341 0.0434 T6 360-340 0.989 20 0.0241 0.0347 T7 340-320 0.979 20 0.0182 0.0270 T8 320-300 0.969 20 0.0204 0.0232 T9 300 -280 0.978 16 0.0188 0.0188 T10 280 - 260 0.980 16 0.0146 0.0111 T11 260-240 0.982 16 0.0145 0.0090 T12 240 - 220 1.005 16 0.0106 0.0084 T13 220 - 200 0.987 16 0.0107 0.0071 T14 200 - 180 0.923 16 0.0148 0.0061 Tl5 180 - 160 0.868 16 0.0116 0.0062 T16 160 - 140 0.817 16 0.0154 0.0072 T17 140-120 0.737 16 0.0184 0.0072 T18 120 - 100 0.663 16 0.0143 0.0072 T19 100 - 80 0.613 15 0.0167 0.0098 T20 80 - 60 0.534 15 0.0221 0.0120 T21 60 - 40 OA30 14 0.0252 0.0129 T22 40 - 20 0.322 14 0.0308 0.0117 T23 20-4 0.176 14 0.0376 0.0095 T24 4-0 0.035 14 0.0407 0.0070 Critical Deflections and Radius of Curvature- Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 450.00. Lightning Rod 23 0.545 0.0642 0.0457 47991 444.00 Guy 16 0.564 0.0637 0.0458 40145 387.00 Shivley SITY68104 Bay w/out 24 0.936 0.0368 0.0448 70519 Radome 384.00 Gay 24 0.945 0.0357 0.0443 141298 Wxl T ower Job Swain Road Tower, FL04816-A-10 Page 39 of 50 FDH Velocitel 6521 Meridien Drive Project 15CBVO1400 Date 15:24:12 10/26/15 Raleigh, North Carolina 27616 Phone: 9197551012 FAX:9197551031 Client SBA Network Services, Inc. Designed by Morteza Ashouri Elevation Appurtenance Gov. Deflection Till Twist Radius of Load Curvature Jt Comb. in ft 377.15 Sidernarker 20 0.963 0.0328 0.0425 136227 324.00 Guy 20 0.969 0.0199 0.0238 171377 256.00 Guy 16 0.986 0.0143 0.0090 180938 232.00 (2) CMA-BDB14/6520/EO-8 w/ 16 1.005 0.0079 0.0079 68832 Mount Pipe 226.00 Flash Beacon Lighting 16 0.998 0.0075 0.0075 69431 225.00 Scala PR-950 Dish 16 0.997 0.0081 0.0075 69494 200.00 (3)PCSA065-19-2 w/Mount Pipe 16 0.923 0.0148 0.0061 244746 192.00 Guy 16 0.899 0.0135 0.0060 248966 148.00 DB8441190 w/ Mount Pipe 16 0.771 0.0181 0.0073 321179 128.00 Guy l6 0.690 0.0159 .0.0069 173600 114.50 Sidenarker 16 0.648 0.0142 0.0077 315113 64.00 Guv 14 OA51 0.0245 0.0129 633197 Maximum Tower Deflections - Desidn.Wind. Section Elevation Harz. Gov. Tilt Twist No. Deflection Load ft in Comb. 0° TI 450 - 440 17.645 12 0.2318 0.2888 T2 440-420 17.713 12 0.2223 0.2905 T3 420-400 17.720 12 0.1548 0.2932 T4 400-380 17.356 12 0.1253 0.2978 T5 380-360 16.669 12 0.1862 0.2889 T6 360-340 15.731 8 02480 0.2406 T7 340 -320 14.556 4 0.2667 0.1985 T8 320 -300 13.465 4 0.2304 0.1787 T9 300 -280 13.355 10 0.2089 0.1561 Tl0 280 -260 13.188 10 0.1865 0.1175 T11 260-240 12.943 10 0.1498 0.1076 T12 240 -220 12.753 10 0.1384 0.1034 T13 220 -200 12.196 10 0.2005 0.0893 T14 200 - I80 11.259 10 0.2284 0.0831 T15 180 - 160 10.327 I0 0.2141 0.0839 T16 160-140 9.392 10 0.2431 0.0865 T17 140 - 120 8156 10 0.2593 0.0882 T18 120 - 100 7.208 10 0.2231 0.0866 T19 100 - 80 6.340 2 0.2307 0.0996 T20 80 - 60 5.318 2 0.2604 0.1091 T21 60-40 4.153 2 0.2763 0.1094 T22 40 - 20 2.995 2 0.3094 0.0952 T23 20-4 1.593 2 0.3525 0.0759 T24 4-0 0.315 2 0.3722 0.0551 Critical Deflections and Radius of Curvature -Design°Wind, Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature JI Comb. in ft 450.00 Lightning Rod 12 17.645 0.2318 0.2888 86923 444.00 Guy 12 17.688 0.2276 0.2899 72393 387.00 Shivley SITY6810 4 Bay w/out 12 16.939 0.1661 0.2962 18997 tnxTower Job Swain Road Tower, FL04816-A-10 e Page 40 of 50 FDHVelocitel 6521 Meridien Drive Project 15CBV01400 Date 15:24:12 10/26/15 Raleigh, North Carolina 27616 Client Designed by Phone: 9197551012 FAX.- 9197551031 SBA Network Services, Inc. Morteza Ashouri Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in oft Radome 384.00 Guy 12 16.827 0.1745 0.2938 20186 377.15 Sidemarker 8 16.551 0.1951 0.2839 20381 324.00 Guy 4 13.666 0.2381 0.1818 18566 256.00 Guy 10 12.909 0.1428 0.1073 18779 232.00 (2) CMA-BDHH/6520/EO-8 w/ 10 12.589 0.1600 0.0982 9870 Mount Pipe 226.00 Flash Beacon Lighting 10 12.414 0.1814 0.0936 9976 225.00 Scala PR-950 Dish 10 12.381 0.1849 0.0929 9993 200.00 (3)PCSA065-19-2 w/Mount Pipe 10 11.259 0.2284 0.0831 24801 192.00 Guy 10 10.876 0.2230 0.0833 25357 148.00 DB844H90 w/ Mount Pipe 10 8.720 0.2599 0.0882 69697 128.00 Guy 10 7.600 0.2375 0.0861 20375 114.50 Sidemarker 10 6.963 0.2195 0.0890 33699 64.00 Guy 2 4.385 0.2728 0.1105 52048 Guy Design Data Section Elevation Size Initial Breaking Actual Allowable Required Actual No. Tension Load T. g S.F. S.F. ft K K K K TI 444.00 (A) IEHS 10.45 104.50 30.84 62.70 1.000 2.033 (1095) 444.00 (B) 1 EHS 10.45 104.50 30.84 62.70 1.000 2.033 (1094) 444.00 (C) 1 EHS 10.45 104.50 30.84 62.70 1.000 2.033 (1093) T4 384.00 (A) 7/8 EHS 7.97 79.70 24.92 47.82 1.000 1.919 (1098) 384.00 (B) 7/8 EHS 7.97 79.70 24.92 4T82 1.000 1.919 (1097) 384.00 (C) 7/8 EHS 7.97 79.70 24.91 47.82 1.000 1.919 (1096) T7 324.00 (A) 1 EHS 10.45 104.50 30.83 62.70 1.000 2.034 (1101) 324.00 (B) I EHS 10.45 104.50 30.82 62.70 1.000 2.034 (I100) 324.00 (C) 1 EHS 10.45 104.50 30.83 62.70 1.000 2.034 (1099) TI I 256.00 (A) 1 EHS 10.45 104.50 29.97 62.70 1.000 2.092 (1114) 256.00 (A) 1 EHS 10.45 104.50 29.95 62.70 1.000 2.094 (1115) 256.00 (13) 1 EHS 10.45 104.50 29.94 62.70 1.000 2.094 (1108) 256.00 (13) 1 EHS 10.45 104.50 29.98 62.70 1.000 2.091 (1109) 256.00 (C) l EHS 10.45 104.50 30.00 62.70 1.000 2.090 (1102) 256.00 (C) 1 EHS 10.45 104.50 29.99 62.70 1.000 2.090 (1103) T14 192.00 (A) 1 EHS 10.45 104.50 30.94 62.70 1.000 2.026 (1132) 192.00 (A) 1 EHS 10.45 104.50 30.79 62.70 1.000 2.036 (1133) 192.00 (B) 1 EHS 10.45 104.50 30.79 62.70 1.000 2.036 tnxTower Job Page41 Swain Road Tower, FL04816-A-10 of 50 FDHVelocitel Project Date 6521 Meridien Drive, 15CBV01400 15:24:12 10/26/15 Raleigh, North Carolina 27616 Client Designed by Phone: 9197551012 SBA Network Services, Inc. Morteza Ashouri FAX: 9197551031 Section No. Elevation ft Sire initial Tension K Breaking Load K Actual T. K Allowable 0. K Required S.F. Actual S.F. (1126) 192.00 (B) 1 EHS 10.45 104.50 30.94 62.70 1.000 2.026 (1127) 192.00 (C) l EHS 10.45 104.50 30.90 62.70 1.000 2.029 (1120) 192.00 (C) l EHS 10.45 104.50 30.91 62.70 1.000 2.028 (1121) T17 128.00 (A) 718 EHS 7.97 79.70 23.02 47.82 1.000 2.078 (1150) 128.00 (A) 7/8 EHS 7.97 79.70 22.75 47.82 1.000 2.102 (1151) 128.00 03) 7/8 EHS 7.97 79.70 22.76 47.82 1.000 2.101 (1144) 128.00 (B) 7/8 EHS 7.97 79.70 23.00 47.82 1.000 2.079 (1145) 128.00 (C) 7/8 EHS 7.97 79.70 22.87 47.82 1.000 2.091 (1138) 128.00 (C) 7/8 EHS 7.97 79.70 22.92 47.82 1.000 2.087 (1139) T20 64.00 (A) 7/8 EHS 7.97 79.70 19.43 47.82 1.000 2A61 (1158) 64.00 (B) 7/8 EHS 7.97 79.70 19.43 47.82 1.000 2A61 (1157) 64.00 (C) 7/8 EHS 7.97 79.70 19.43 47.82 1.000 2.462 (I156) Compression Checks' Leg Design Data Compression Ratio Section Elevation Sim L L. K11r A P. gyp, No. P. ft ft ft int K K g. Tl 450-440 2 10.00 3.33 80.0 3.1416 -32.02 88.54 0.362' K=1.00 T2 440 - 420 2 20.00 4.00 96.0 3.1416 -39.66 72.06 0.550, K=1.00 T3 420-400 2 20.00 4.00 96.0 3.1416 -40.83 72.06 0.567' K=1.00 T4 400-380 2 20.00 4.00 96.0 3.1416 -52.43 72.06 0.728' K=1.00 T5 380-360 2 20.00 4.00 96.0 3.1416 -50.85 72.06 0.706' K=1.00 T6 360-340 2 20.00 4.00 96.0 3.1416 45.57 72.06 0.632' K=L00 T7 340-320 21/2 20.00 4.00 76.8 4.9087 -62.47 143.51 0.435' K=1.00 T8 320-300 2 1/2 20.00 4.00 76.8 4.9087 -58.99 143.51 0.411' K=1.00 T9 300-280 2 1/4 20.00 4.00 85.3 3.9761 -56.74 105.06 0.540 ' K=1.00 TIO 280-260 23/4 20.00 4.00 69.8 5.9396 -69.12 187.15 0.369� K=1.00 inxTower L Job Swain Road Tower, FL04816-A-10 Page 42 of 50 FDH Velocitel 6521 Meridian Drive Project 15CBV01400 Date 15:24:12 10/26/15 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client SBA Network Services, Inc. Designed by Morteza Ashoud Section Elevation Se L L„ Kl/r A P. gyp„ Ratio No. P. ft f! f! in! K K 6p. Tit 260 - 240 2 3/4 20.00 4.00 69.8 K=L00 T12 240 - 220 2 314 20.00 4.00 69.8 K=1.00 T13 220-200 3 20.00 4.00 64.0 K=1.00 T14 200-180 31/4 20.00 4.00 59.1 K=1.00 T15 180 - 160 3 20.00 4.00 64.0 K=L00 T16 160 - 140 3 20.00 4.00 64.0 K=L00 T17 140 - 120 3 1/2 20.00 4.00 54.9 K-1.00 T18 120 - 100 3 114 20.00 4.00 59.1 K=1.00 T19 100-80 31/4 20.00 4.00 59.1 K=1.00 720 80 - 60 3 1/4 20.00 4.00 59.1 K=1.00 T21 60-40 31/4 20.00 4.00 59.1 K=1.00 722 40 - 20 3 1/4 20.00 4.00 59.1 K=1.00 T23 20 - 4 3 1/4 16.00 4.00 59.1 K=1.00 T24 4-0 3 1/4 4.93 2.47 36.4 K=1.00 t P . / yp. controls 5.9396 -113.82 187.15 0.608 ' 7.0686 -108.76 235.76 0.461' 8.2958 -122.57 289.23 0.424 ' 7.0686 -122.16 235.76 0.518 ' 7.0686 -122.28 235.76 0.519 ' 9.6211 -157.23 347.44 0.453 ' 8.2958 -143.80 289.23 0.497' 8.2958 -148.41 289.23 0.513 ' 8.2958 -145.60 289.23 0.503 ' 8.2959 -160.49 289.23 0.555 ' 8.2958 -162.34 289.23 0.561 ' 8.2958 -156.82 289.23 0.542' 8.2958 -181.82 338.79 0.537' Horizontal Design Data Compression Ratio Section Elevation Size L L„ Kl/r A P. gyp„ No. P ft fi ft int K K 6p� TI 450-440 L2 1/2x2 1/2x3/16 5.00 4.83 98.1 0.9020 -6.77 17.61 0.385 ' K=0.84 T2 440-420 L2x2xl/4 5.00 4.83 1082 0.9380 -4.65 16.41 0.283' K=0.73 T3 420-400 L2x2xl/4 5.00 4.83 108.2 0.9380 -4.67 16.41 0.285' K=0.73 T4 400-380 L21/2x212x3/16 5.00 4.83 98.1 0.9020 -6.11 17.61 0.347' K=0.84 T5 380-360 L2x2xl/4 5.00 4.83 108.2 0.9380 -3.98 16.41 0.242 ' K=0.73 T6 360 -340 L2x2xl/4 5.00 4.83 108.2 0.9380 -3.82 16.41 0.233 ' K=0.73 77 340-320 L21/2x212xl/4 5.00 4.79 98.1 1.1900 -8.30 23.24 0.357' K=0.84 T8 320-300 L212x212xl/4 5.00 4.79 98.1 1.1900 -6.49 23.24 0.279' K=0.84 T9 300-280 L2x2xl/4 5.00 4.81 108.0 0.9380 -3.51 16.45 0.213 ' K=0.73 TIO 280-260 L3x3xl/4 5.00 4.77 91.4 1.4400 -10.43 30.05 0.347' K=0.95 WxTower Job Page43 Swain Road Tower, FL04816-A-10 of 50 FDH Velocitel Project Date 6521 Meridien Drive 15CBVO1400 15:24:12 10/26/15 Raleigh, North Carolina 27616 Client Designed by Phone: 9197551012 SBA Network Services, Inc. Morteza Ashouri FAX., 9197551031 Section Elevation Sire L L. KI/r A P. Op„ Ratio No. P. ft ft ft in' K K gyp„ A-; TII 260-240 L3x3xl/4 5.00 4.77 91.4 1.4400 -16.83 30.05 K=0.95 T12 240-220 L21/2x21/20/16 5.00 4.77 97.6 0.9020 -5.73 17.70 0.324' K=0.84 T13 220-200 L3x3x5/16 5.00 4.75 91.5 I.7800 -11.88 37.13 0.320 ' K-0.94 T14 200- 180 L3x3x5/16 5.00 4.73 91.3 1.7800 -23.39 37.18 0.629 ' K=0.95 T15 190 - 160 L2 12x2 1/2x1/4 5.00 4.75 97.7 1.1900 -5.38 23.32 0.230' K-0.84 T16 160-140 L2I/W 1/2xl/4 5.00 4.75 97.7 1.1900 -5.87 23.32 0.252 K=0.84 T17 140-120 L3x3xl/4 5.00 4.71 91.0 1.4400 -18.34 30.16 0.608' K=0.95 T18 120-100 L21/2x21/2xl/4 5.00 4.73 97.6 1.1900 -5.38 23.36 0.230' K=0.84 T19 100-80 L2 1/2x2 1/2x3/16 5.00 4.73 97.3 0.9020 -4.14 17.76 0.233 ' K=0.85 720 80-60 L2 1/2x2 1/2x3/16 5.00 4.73 97.3 0.9020 -4.24 17.76 0.239' K=0.85 T2l 60-40 L21/2x2120/16 5.00 4.73 97.3 0.9020 -4.06 17.76 0.229' K=0.85 T22 40-20 L21/2x212x3/16 5.00 4.73 97.3 0.9020 -4.07 17.76 0.229' K=0.85 T23 20-4 L212x212x3/16 5.00 4.73 97.3 0.9020 -5.37 17.76 0.302' K=0.85 T24 4-0 4x5/8 2.50 2.23 96.4 2.5000 -8.86 49.69 0.178' K=0.65 I P. / V, controls _. Top Girt Design Data Compression, Section Elevation Size L L„ KIb A P. OP. Ratio No. P. jt ft Jt tn2 K K �p- TI 450-440 L21/2x212x3/16 5.00 4.83 98.1 0.9020 -4.13 17.61 0.235 K-0.84 T2 440-420 L2x2x 114 5.00 4.83 108.2 0.9380 -6.51 16.41 0.397' K=0.73 T3 420-400 L2x2xl/4 5.00 4.83 108.2 0.9380 -4.66 16.41 0.284' K=0.73 T4 400-380 L2 1/2x2 1/2x3/16 5.00 4.83 98.1 0.9020 -5.24 17.61 0.298' K=0.84 T5 380-360 L2x2xl/4 5.00 4.83 108.2 0.9380 -4.79 16.41 . 0.292' K=0.73 T6 360-340 L2x2xl/4 5.00 4.83 108.2 0.9380 -3.87 16.41 0.236' K=0.73 T7 340-320 L21/2x212x1/4 5.00 4.83 98.4 1.1900 -5.48 23.16 0.237' K-0.83 T8 320-300 L21/2x212x1/4 5.00 4.79 98.1 1.1900 -7.36 23.24 0.317' K=0.84 T9 300-280 L2x2xl/4 5.00 4.79 107.8 0.9380 -4.91 16.48 0.298' K=0.73 Tl0 280-260 L3x3xl/4 5.00 4.81 91.7 1.4400 -7.10 29.97 0.237' K=0.94 tnxTOWer - Job Swain Road Tower, FL04816-A-10 Page 44 of 50 FDH Velocitel 6511 Meridten Drive Project 15CBVO1400 Date 15:24:12 10/26/15 Raleigh, North Carolina 27616 Phone: 9197551012 FAX: 9197551031 Client SBA Network Services, Inc. Designed by Morteza Ashouri Section Elevation Size L L. Kl/r A P. �P, Ratio No. P. ft ft ft tut K K 1hp- K=0.95 T12 240-220 L2 1/2x212x3/16 5.00 4.77 97.6 0.9020 -6.31 17.70 0.356' K=0.84 T13 220-200 L3x3x5/16 5.00 4.77 91.6 1.7800 -8.50 37.08 0.229 ' K=0.94 T14 200-180 L3x3x5/l6 5.00 4.75 91.5 1.7800 -11.63 37.13 0.313' K=0.94 T15 180-160 L212x21/2x1/4 5100 4.73 97.6 1.1900 -7.52 23.36 0.322' K-0.84 T16 160-140 L212x212xl/4 5.00 4.75 97.7 1.1900 -5.38 23.32 0.231' K=0.84 T17 140-120 I3x3xl/4 5.00 4.75 91.3 1.4400 -7.62 30.09 0.253' K=0.95 T18 120-.100 L21/2x2120/4 5.00 4.71 97.4 1.1900 -6.76 23.40 0.289' K=0.85 T19 100-80 L21/2x212x3/16 5.00 4.73 97.3 0.9020 -4.66 17.76 0.262' K=0.85 720 80-60 L21/2x212x3/16 5.00 4.73 97.3 0.9020 -4.10 17.76 0.231' K=0.85 T21 60-40 L21/2x212x3/16 5.00 4.73 97.3 0.9020 -4.16 17.76 0.234' K=0.85 722 40-20 L21/2x212x3/16 5.00 4.73 97.3 0.9020 -4.07 17.76 0.229' K=0.85 T23 20-4 L21/2x2MUM 5.00 4.73 97.3 0.9020 -4.00 17.76 0.225' K=0.85 1 P. l gyp, controls Torque -Arm Bottom Design Data Section Elevation Size L L. K11r A P. rpp, Ratio No. P ft ft fl in2 K K �p Tll 260-240 C12x25 6.40 6.26 96.3 7.3500 -40.23 146.22 0.275' (1106) K=1.00 Tll 260-240 C12x25 6.40 6.26 96.3 7.3500 40.11 146.22 0.274' (1107) K=1.00 T11 260-240 Cl2x25 6.40 6.26 96.3 7.3500 40.11 146.22 0.274' (1112) K=1.00 Tll 260-240 C12x25 6.40 6.26 96.3 7.3500 40.22 146.22 0.275' (1113) K=1.00 T11 260-240 C12x25 6.40 6.26 96.3 73500 40.20 146.22 0.275' (I 118) K=1.00 TII 260-240 C12x25 6.40 6.26 96.3 73500 40.19 146.22 0.275' (1119) K=1.00 T14 200 -180 C12x25 6.40 6.23 95.8 7.3500 -36.81 146.83 0.251' (1124) K=1.00 T14 200-180 C12x25 6.40 6.23 95.8 7.3500 -36.68 146.83 0.250' (1125) K=1.00 T14 200-180 C12x25 6.40 6.23 95.8 7.3500 -36.72 146.83 0.250' (1130) K=I.00 T14 200-180 C12x25 6.40 6.23 95.8 7.3500 -36.90 146.83 0.251' (1131) K=1.00 T14 200-180 C1205 6.40 6.23 95.8 7.3500 -36.89 146.83 0.251 ' (1136) K=1.00 �.s nsN ns ns-j y �y.y-y y.y- ^i H HHHHH Hu�N•H Z N A P W O N A P CO O N A a NW O N A P W O N A A O O O O O O O O O O O O O O O O O O O O O O N N N V V V AAAAAAW��COW��A����W�ro WooWA%WA J U A J J O N U A P P T P P P P P P P P P P P P P P P P P P P P W A AAAA A fa la Ja .P .P .P Aa AAJf 1aAAAA A•O �.'+ N' O O O O O O O O O O O O O O O O O O O O O O r A 91 P 91 P P O, PPPPPP P FIR, PPPPPP P f.l FOO.QTTaT W m W S. W._-. �PAA�D �O \O �O �D� ~ h N N W W W W A A U U A W W A A A A P J J J J J N A J J W 91 91P, U U P U U W TTTO�UIJ lw JJMP�O b �D y0 y0 A0 y0000 00000j0a o 000000 p000p0 A A AAA A O 1JA O O W W A J lJn O O O O O A O O A � J AtA �D O.A �I P•O W r A JtA OHO 1J JlJ �I �D r�' J mO�-A—O W NO�Pm iD O�A�D�UNPN�DO bb�D b�GbJ PJJlA U1p P P W JJ W W �p W W �p k m0 UOOJ Jm lA lA W 00 W W W GO W W O O O O O O O O O O O O O O O O O O O O O O O O 3a la �1.]IJ � N IJ IJ� 4W IJ IJ N W �IJ IJ IJ N IJ LI IJ N9 � �D b e _P PJANJ �O NtnUNP O NMJPPWO _AJ l I f v N�AiNvNVN W NNNv6 0 0 0 0 0 o c %n yn %^ y� y� %� N N N N N N U U U U U U P P P P P P A P Ja A A A O O O O O O 0 t� P P P P P P P h N N N N N N W 7C U7Cu pN7�U°u °Np� � o POPOPOPOPoo,o oo i O O O O O O O J J J J J J W 0 0 0 o g o 0 tNii tNii A A A A OBI h. 'y C n^ b S y Q Q n m c ry O C � A A co S U co D o Z m o cn n n CO o co 0_ N 2 A o T 0 N A N OD J O] 0 D 0 O T N ry m .P A a N N Ol O N O Ot 0 N O O) C —� cn i w wl O O T J T A e pie o j- L_� f yy HHHHHHHHHHHHHHHHH�yI A W N`-O�O mJ TU A W NCO N N N N N W W W W W A A A A A T W N A T W O N A U W O N A T W O N A U A 0 O O O o � O .88 0000000000000000000 W fJ �fJtJJ M1 I N U U U U U U U U U U U U U U U U U U U U t n U t n lA GOOCCOCCCOO OOCC CO000000 y O O O O O O O O O O O O O O O O O O O O O O O O � N N N N N W O A A W A A A lA fA A IA U A N O O O O O— y— ---- O —y y— O O O O O O O 000000� O N N N N N O O O O O O N O O CO O O W W N W M N O O O O O O O O O O O O O O O O O O O O O O O O W NNN W NNNN NN �-�-�-�O��-OONOOOI 0o N N N N N W A W W U U N A A w WW w N w w N �bbbb�DW TCO O]JJbTTOWMOObOO�O y O O O O O O O O O O O O O O O O O O O O O O O O IA W U In U W lA W In In J W J _W�- i O b ea, y Z~ N N R ~ Y Q Q n � O O ry O O' � A n U) d D 0 m O o a n W o O CD 2 A -n o CD CD CD N � D 0 N A G N N N A 6 N CDw o N o cn 7 N O m G � taxTower b JoSwain Road Tower, FI-04816-A-10 Page47 of 50 FDHVelocitel 6521 Meridien Drive Project 15CBVO1400 Date 15:24:12 10/26/15 Raleigh, North Carolina 27616 Phone: 9197551012 FAX., 9197551031 Client SBA Network Services, Inc. Designed by Morteza Ashouri Section No. Elevation ft Size L ft L. ft KUr A in' P. K �P„ K Ratio P. gyp„ (1105) TII 260-240 C12x25 5.00 4.89 75.2 7.3500 30.67 238.14 0.129' (1110) Til 260-240 C12x25 5.00 4.89 75.2 7.3500 30.74 238.14 0.129' (I111) T11 260 -240 C12x25 5.00 4.89 75.2 7.3500 30.73 238.14 0.129, (1116) Tll 260-240 C12x25 5.00 4.89 75.2 7.3500 30.73 238.14 0.129� (1117) T14 200-180 C12x25 5.00 4.86 74.8 7.3500 30.64 238.14 0.1291 (l 122) T14 200- 180 C12x25 5.00 4.86 74.8 7.3500 30.76 238.14 0.129' (1123) T14 200- 180 C12x25 5.00 4.86 74.8 7.3500 30.73 238.14 0.129' (1128) T14 200-180 C12x25 5.00 4.86 74.8 7.3500 30.67 238.14 0.129' (1129) T14 200 - I80 C12x25 5.00 4.86 74.8 7.3500 30.71 238.14 0.129, (1134) T14 200-I80 C12x25 5.00 4.86 74.9 7.3500 30.75 238.14 0.129, (1135) T17 140- 120 C12x25 5.00 4.85 74.7 7.3500 21.30 238.14 0.089, (1140) T17 140- 120 C12x25 5.00 4.85 74.7 7.3500 21.49 238.14 0.090 , (1141) T17 140-120 C12x25 5.00 4.85 74.7 7.3500 21.53 238.14 0.090, (1146) T17 140- 120 C12x25 5.00 4.85 74.7 7.3500 21.30 238.14 0.089 (1147) T17 140-120 C12x25 5.00 4.85 74.7 7.3500 21.53 238.14 0.090, (1132) T17 140-120 C12x25 5.00 4.85 74.7 7.3500 21.49 238.14 0.090, (1153) IP„ /QP„controls Torque -Aft Bottom Des'i h Data Ratio Section Elevation Size L L. KUr A P. rpP„ No. P. ft ft ft in' K K V. T17 140-120 C12x25 6.40 6.22 95.6 7.3500 3.94 238.14 0.017' (1142) T17 140 - 120 C12x25 6.40 6.22 95.6 7.3500 3.86 238.14 0.016 (1143) T17 140- 120 C12x25 6.40 6.22 95.6 7.3500 3.87 238.14 0.016 (1148) T17 140 - 120 C12x25 6.40 6.22 95.6 7.3500 3.97 238.14 0.017 (1149) T17 140 -I20 C12x25 6.40 6.22 95.6 7.3500 4.05 238.14 0.017 (1154) T17 140-120 C12x25 6.40 6.22 95.6 7.3500 4.06 238.14 0.017' (1155) WxToweP Job Swain Road Tower, FL04816-A-10 Page48 of 50 FDH Velocite( 6521 Mendien Drive Project 15CBVO1400 Date 15:24:12 10/26/15 Raleigh, North Carolina 27616 Phone: 9197551012 FAX 9197551031 Client SBA Network Services, Inc. Designed by Morteza Ashouri I P. / bP„ controls Section Capacity_Table - Section Elevation Component size Critical P epd,,,. % Pass No ft Type Element K K Capacity Fail TI 450-440 Leg 2 2 -32.02 88.54 36.2 Pass Diagonal 3/4 11 5.90 19.88 29.7 Pass Horizontal L2 1/2x2 1/2x3/16 24 -6.77 17.61 38.5 Pass Top Girt L2 1/2x2 I/2x3/16 6 4.13 17.61 23.5 Pass Guy A@444 1 1095 30.84 62.70 49.2 Pass Guy B@444 1 1094 30.84 62.70 49.2 Pass Guy C@444 1 1093 30.84 62.70 49.2 Pass T2 440-420 Leg 2 32 -39.66 72.06 55.0 Pass Diagonal 5/8 68 3.79 13.81 27.4 Pass Horizontal L2x2xl/4 45 -4.65 16.41 28.3 Pass Top Girt L2x2x1/4 36 -6.51 16.41 39.7 Pass 13 420-400 Leg 2 80 -40.83 72.06 56.7 Pass Diagonal 5/8 86 3.32 13.81 24.1 Pass Horizontal L2x2xl/4 120 -4.67 16.41 28.5 Pass Top Girt L2x2xl/4 84 4.66 16.41 28.4 Pass T4 400-380 Leg 2 129 -52.43 72.06 72.8 Pass Diagonal 3/4 145 5.76 19.88 29.0 Pass Horizontal L2 1/2x2 1/2x3/16 150 -6.11 17.61 34.7 Pass Top Girt L2 1/2x2 1/20116 132 -5.24 17.61 29.8 Pass Guy A@384 7/8 1098 24.92 47.82 52.1 Pass Guy B@384 7/8 1097 24.92 47.82 52.1 Pass Guy C@384 7/8 1096 24.91 47.82 52.1 Pass TS 380-360 Leg 2 177 -50.85 72.06 70.6 Pass Diagonal 5/8 184 3.22 13.81 23.3 Pass Horizontal L2x2xl/4 205 -3.98 16.41 24.2 Pass Top Girt L2x2x1/4 178 -4.79 16.41 29.2 Pass T6 360-340 Leg 2 225 -45.57 72.06 63.2 Pass Diagonal 5/8 232 3.95 13.81 28.6 Pass Horizontal L2x2xl/4 262 -3.82 16.41 23.3 Pass Top Girt L2x2xl/4 226 -3.87 16.41 23.6 Pass T7 340-320 Leg 2112 273 -62.47 143.51 43.5 Pass Diagonal 7/8 291 8.01 27.06 29.6 Pass Horizontal L2 l/2x21/2xl/4 292 -8.30 23.24 35.7 Pass Top Girt L2 1/2x2 1/2xl/4 274 -5.48 23.16 23.7 Pass Guy A@324 1 1101 30.83 62.70 49.2 Pass Guy B@324 1 1100 30.82 62.70 49.2 Pass Guy C@324 1 1099 30.83 62.70 49.2 Pass T8 320-300 Leg 212 321 -58.99 143.51 41.1 Pass Diagonal 7/8 361 5.59 27.06 20.7 Pass Horizontal L212x2120/4 331 -6.49 23.24 27.9 Pass Top Girt L2 12x2 12xl/4 322 -7.36 23.24 31.7 Pass T9 300 -280 Leg 2 1/4 368 -56.74 105.06 54.0 Pass Diagonal 5/8 386 2.74 13.81 19.8 Pass Horizontal L2x2xl/4 397 -3.51 16A5 21.3 Pass Top Girt L2x2xl/4 370 4.91 16.48 29.8 Pass T10 280-260 Leg 23/4 416 -69.12 187.15 36.9 Pass Diagonal 2xl/2 425 8.48 36.56 23.2 Pass Horizontal L3x3xl/4 456 -10.43 30.05 34.7 Pass Top Girt L3x3xl/4 420 -7.10 29.97 23.7 Pass Tll 260-240 Leg 23/4 463 -102.20 187.15 54.6 Pass Diagonal 2x12 501 9.79 36.56 26.8 Pass Horizontal L3x3xl/4 504 -16.83 30.05 56.0 Pass Top Girt 13x3xl/4 467 -10.13 30.05 33.7 Pass Guy A@256 1 1114 29.97 62.70 47.8 Pass Guy 13@256 1 1109 29.98 62.70 47.8 Pass WxTowef Job Swain Road Tower, FL04816-A-10 Page 49 of 50 FDH Velocitel 6521 Meridian Drive Project 15CBVO1400 Date 15:24:12 10/26/15 Raleigh, North Carolina 27616 Phone: 9197551012 FAA: 9197551031 Client SBA Network Services, Inc. Designed by Morteza Ashouri Section Elevation Component size Critical P opab. % Pass No. it Type Element K K Capacity Fail Guy C@256 1 1102 30.00 62.70 47.8 Pass Torque Arm C12x25 1111 30.74 238.14 12.9. Pass Top@256 Torque Arm C12x25 1106 40.23 146.22 27.5 Pass Bottom@256 T12 240-220 Leg 23/4 511 -113.82 187.15 60.8 Pass Diagonal 3/4 556 5.88 19.88 29.6 Pass Horizontal L21/2x212x3/16 542 -5.73 17.70 32.4 Pass Top Girt L21/2x212x3/16 515 -6.31 17.70 35.6 Pass T13 220-200 Leg 3 559 -108.76 235.76 46.1 Pass Diagonal 2x5/8 569 11.06 45.70 24.2 Pass Horizontal L3x3x5/16 599 -11.88 37.13 32.0 Pass Top Girt L3x3x5/16 563 -8.50 37.08 22.9 Pass T14 200- 180 Leg 3 1/4 609 -122.57 289.23 42.4 Pass Diagonal 2x5/8 644 14.40 45.70 31.5 Pass Horizontal L3x3x5/l6 638 -2339 37.18 62.9 Pass Top Girt L3x3x5/16 611 -11.63 37.13 31.3 Pass Guy A@l92 1 1132 30.94 62.70 49.4 Pass GayB@192 1 1127 30.94 62.70 49.4 Pass Guy C@192 1 1121 30.91 62.70 493 Pass Torque Arm C12x25 1123 30.76 238.14 12.9 Pass Top@ l92 Torque Arm C12x25 1137 -36.92 146.83 25.1 Pass Bottom@192 T15 180-160 Leg 3 657 -122.16 235.76 51.8 Pass Diagonal 7/8 700 5.00 27.06 18.5 Pass Horizontal L212x212xl/4 667 -5.38 23.32 23.0 Pass Top Girt L2 12x2 12xl/4 658 -7.52 23.36 32.2 Pass T16 160-140 Leg 3 704 -122.28 235.76 51.9 Pass Diagonal 7/8 710 7.62 27.06 28.2 Pass Horizontal L212x21/2xl/4 726 -5.87 23.32 25.2 Pass Top Girt L2 12z2 I/2xl/4 706 -5.38 23.32 23.1 Pass T17 140-120 Leg 3l2 751 -157.23 347.44 45.3 Pass Diagonal 2xl2 777 10.93 36.56 29.9 Pass Horizontal L3x3xl/4 773 -18.34 30.16 60.8 Pass Top Girt L3x3xl/4 754 -7.62 30.09 25.3 Pass Guy A@128 7/8 1150 23.02 47.82 48.1 Pass GuyB@128 7/8 1145 23.00 47.82 48.1 Pass GuyC@128 7/8 1139 22.92 47.82 47.9 Pass Torque Arm C12x25 1152 21.53 238.14 9.0 Pass Top@128 Torque Arm C12x25 1154 -25.05 147.14 17.0 Pass Bottom@128 T18 120 -100 Leg 3 1/4 800 -143.80 289.23 49.7 Pass Diagonal 7/8 844 6.70 27.06 24.7 Pass Horizontal L2 1/2x2 12xl/4 822 -5.38 23.36 23.0 Pass Top Girt L2 1/2x2 12xl/4 804 -6.76 23.40 28.9 Pass T19 100-80 Leg 3114 849 -148AI 289.23 51.3 Pass Diagonal 314 892 3AI 19.88 17.2 Pass Horizontal L21/2x212x3/16 877 -4.14 17.76 23.3 Pass Top Girt L2 12x2 12x3/16 852 4.66 17.76 26.2 Pass 720 80-60 Leg 31/4 897 -145.60 289.23 50.3 Pass Diagonal 3/4 904 5.64 19.88 28.4 Pass Horizontal L212x212x3/16 917 4.24 17.76 23.9 Pass Top Girt L2 1/2x2 12x3/16 898 4.10 17.76 23.1 Pass Guy A@64 7/8 1158 19.43 47.82 40.6 Pass GuyB@64 7/8 1157 19.43 47.82 40.6 Pass Guy C@64 718 1156 19.43 47.82 40.6 Pass 721 60-40 Leg 31/4 945 -160.49 289.23 55.5 Pass Diagonal 3/4 989 4.91 19.88 24.7 Pass Horizontal L21/2x212x3/16 955 -4.06 17.76 22.9 Pass WxTo>`wer b JoSwain Road Tower, FL04816-A-10 Page50 of 50 FDHVelocitel 6521 Meridien Drive Project 15CBV01400 Date 15:24:12 10/26/15 Raleigh, North Carolina 27616 Phone: 9197551012 FAX 9197551031 Client SBA Network Services, Inc. Designed by Morteza Ashouri Section Elevation Component Size Critical P ePon- % Pass No. rt Type Element K K Capacity Fail Top Girt L2 1/2x2 12x3/16 948 4.16 17.76 23.4 Pass T22 40-20 Leg 31/4 993 -162.34 289.23 56.1 Pass Diagonal 3/4 999 3.50 19.88 17.6 Pass Horizontal L212x212x3/16 1030 4.07 17.76 22.9 Pass Top Girt L2 12x2 12x3/16 994 4.07 17.76 22.9 Pass T23 20 - 4 Leg 3 114 1041 -156.82 289.23 54.2 Pass Diagonal 3/4 1048 7.48 19.88 37.6 Pass Horizontal L21/2x212x3/16 1051 -5.37 17.76 30.2 Pass Top Girt L2 12x2 12x3/16 1042 4.00 17.76 22.5 Pass T24 4-0 Leg 3 1/4 1078 -181.82 338.79 53.7 Pass Diagonal 314 1090 8.77 19.88 44.1 Pass Horizontal 4x5/8 1084 -8.86 49.68 17.8 Pass Top Gut 4x5/8 1082 47.66 81.00 58.8 Pass Summary Leg(T4) 72.8 Pass Diagonal 44.1 Pass (T24) Horizontal 62.9 Pass (T14) Top Girt 58.8 Pass CM4) Guy A (T4) 52.1 Pass Guy B (T4) 52.1 Pass Guy C (174) 52.1 Pass Torque Arm 12.9 Pass Top (T14) Torque Amt 27.5 Pass Bottom (T11) RATING= 72.8 Pass Program Version 6.1.4.1 - 12/172013 File)/fdh-server/prqjects2015 Effective - Client Jobs/SBANET_SBA Network Services, Inc/FUFL04816-A_Swain Road Tower/I SCB V01400-STA000_TMO/R.0/Analysis/ReportcdTower/Swain Road, FL04816-A-10.eri Revision Date: 8/30/2013 FDH Guyed Site Name: .. Legend: Swain Road Tower In ut Site ID: FL04816-A-10 Out ut FDH Job Number: I 15CBV01400 Notes TIA Revision: G FactorsLoads Bearing Resist. - _ 0.5 1 0.6 _ Already.Factored For Shear Checkff For P,V, and M (WL) 1.35 Weight Acting , 1.. _ 1.2 _I Foundation In• • Pier Dist. Above Grade (in): 42 Pad Reber Info Known? Yes' One Way Shear Check ACI 318 Eqn 11-3 Pad Bearing Depth, D (ft): 5 Shear Area 1 ftA2 54.498125 Pad Thickness, T (ft): 3.25 Shear Area 2 ftA2 54.498125 Pad Width W (ft): -1'6' 5 Controlling bw (ft) 16.5 Pad Length L(ft): 16'5 Vu k 82.31676116 Pier Cross Section Shape (Square or Round): R< _ Vc k 767.0602465 Enter Pier Diameter. .:_4'. Vc k) 575.2951849 Unit Weight of Concrete (pcf): 150r' _- Vu/mVc 14.31% Pier Height (Below Grade) (ft): - 1.75 �_ _._. _. OK Pier Cross Section Area (ft2): Wc' (k): 12.566371 42.69112 ACI 318 Eqn 11-33 Bearing Area W): 272.25 Factored Axial Force (k): ___, 405 • Unit Weight, V (pco: 105' We Pier (k): Total Factored Load (k): Useable Bearing ks : -5.183627878_ 411-2203535 1.510451252 Net Ultimate Bearing. Capacity (ksf): 5 Soil Resistance (k): 57.25344344 Compression Checkfc(psi): Resistance Forces Vu (k): Clear Cover in Pad (In): --353.96691 3000 3 Allowable Bearing Capacity (ksf): 3 Rebar #: 16 D rebar(in): 1.27: - Applied Forces d(in): 35365_ . Axial Force tnx (k): - 405- bo (in): 261.8988716 Axial Force P+Wc (k), - __ 456-2293437 Vc k-: 2029.214273 Actual Bearing Stress (ksf): _ 1.675773531 ¢Vc (k): 1521.910705 Vu/�Vc 23.26% Working%"' 55.86% OK 'I OK W (v v,)V• " Skin Friction on the pad has been neglected "` Soil Capacities of up to 110% are deemed acceptable ZVELOCITEL ENGINEERING INNOVATION FDH Velocitel - 6521 Meridien Drive, Raleigh, NC 27616 - Ph. 919.755.1012 - Fax 919.755.1031 ProjectDetails Project Name Swain Road Tower .Site ID FL04816-A-10 Project No. 15CBV01400 Date Monday, October 26, 2015 Code ANSI/TIA-222-G Anchor Density Concrete Block Information '150' PC f Anchor f Length. 17 it _ - Outer(B) Width 5 ft Thickness, 3 ft Depth to Top of Block 9 it Anchor Angle from Grade 48 9 5ft Soil Information Frost Depth 0 it I Boring Log Water Table Depth 2 It B-4 Consider Lateral Passive Pressure within the Frost Depth? None # of Layers Above Anchor: - 5 M Be # of Layers Adjacent 1 tM s B 1,< 7 Soll Layers OK? Total .# of Layers: 6'._ _ owmUsgBe==2,78 - Yes' Layer Depth at Bottom (ft) Soil Type (C/S) Unit Weight (Pcf) Thickness (ft) Friction Angle nga Cohesion (psi) I7P'Von: 2.0 Version Dote. 6/21/2015 17ft • 5 ft , Uplift Capacity Anchor Uplift 63 Ik Allowable. Uplift Load 183.8Ilk Capacty 3413% 1 Pass CapacityLateral Anchor Lateral 56 k Allowable Lateral Load 98i66 k Capacity 56.8% 1 Pass Anchor Anchor Tension 84• k No. of Anchors 1 Anchor Type Solid Rod - CrossSectionalArea 4.90625 In' Yield Strength, F 60 ksi Factor(LRFD) 0.8 - - Allowable Tension • 2865 k Capacity' 35.7% Pass CMVVELOOMEL) ENGINEERING INNOVATION FDH Velo<itel — 6521 Mendien Drive, Raleigh, NC 27616 — Ph. 919.755.1012 — Fax 919.755.1031 Guy Anchor Block • ProjectName •- Swain Road Tower -• ,Site ID FL04816-A-10 _ Project No. 15CBV01400 Date'. Monday,,October26,2015• Code ANSI/TIA322-G Anchor Density Concrete Block Information ; _ _;150' _. pcf Anchor) Length 17 k Outer(C) Width' 5 k Thickness 3 k Depth to Top of Block 9 k. Anchor Angle from,Grade. 48 e 5ft Layer Depth at Bottom (ft) Soil Type (C/S) Unit Weight (pcf) Thickness (f[) Friction Angle (o) Cohesion (psf) ' Ven,,on 1 2.0 Versiun nnte 612412015 17 ft 5ft Uplift Capacity AncfiorUplift. 63;, k - Allowable Uplift Load 159,E k Capacity - 39:5% 1 Pass CapacityLateral Anchor Lateral 56 k , AlablralRoad 100i45 k ' Capacitlowell-ate yI - 55.8% Pass Anchor Anchor Tension - 84• k No. of Anchors 1 - AnchorType Solid,Rod Cross Sectional Area 4.90625 in' ' Yield Strength, F 60 ksi Factor(LRFD)Allowable Tension 235i;5'. k Capacity 3&7% Pass VELOCITEL ENGINEERING INNOVATION FDH Velocitel — 6521 Meridien Drive, Raleigh, NC 27616 — Ph. 919.755.1012— Fax 919.755.1031 Guy Anchor Block Foundation Calculator Project & Project Name Site Details _ Swain Road Tower Site ID FL04816-A-10 Project No. 15CBV01400 Date Monday, October 26,..2015 Code AN51/TIA222-G Anchor Density Concrete Block Information 150' ` pcf Anchor! Length 36 ft Inner(C)- Width 6 ft Thickness 6 ft Depth to Top of Block 6 ft Anchor Angle from Grade 40 - Eft Verision: 2.0 Version Oare: 612412015 36 ft Eft Anchor Uplift Uplift Capacity117 k Allowable Uplift Load r. 315.3 Ik Capacity _ 1 37.1% 1 Pass Lateral Capacity Anchor Lateral 139 lk Allowable Lateral Load ";`27675 k ' Capacity 1 '50.2% 1 Pass �J Anchor Tension CapacityAnchor Shaft 182 k No. of Anchors 1 - AnchorType Solid Rod - Cross Sectional Area 11.04: In' Yield Strength, F 60 ksi _ Factor.(LRFD) 0.8, Allowable Tension 529.9 k Capacity, 34.3% Pass. �VELO�OMEL ENGINEERING INNOVATION FDH Velocitel — 6521 Meridien Drive, Raleigh, NC 27616— Ph. 919.755.1012 — Fax 919.755.1031 Guy Anchor Block Foundation Calculator 'Project Name Swain Road Tower 'Site ID 7a- FL04816-A-10 Project No: '15CBV01400 Date , Monday,October26„ 2015 .Code ANSI/TIA-222-G AnchorBlock Density Concrete. 350' _ pcf Anchori Length, 17 ft - - Outer (A) Width'_ 5 ft, Thickness- - 3 R Depth to Top of Block. 9 ft, Anchor Angle fromGrade 48 2 5ft Layer Depth at Bottom (ft) Soil Type (C/S) Unit weight (Pcf) Thickness (ft) Friction Angle Cohesion (psf) Verisiun 2.0 Version Dore: 6124 2015 17ft 5ft Anchor Uplift CapacityUplift 63-' k _ Allowable Uplift Load' '189i2 k Capacity - 33.3%, Pass Lateral Capacity Ancnorl-ateral- __ 56 - k - Allowable Lateral Load' `'1",-75 k- ' Capacity. 53:5% 1 Pass Anchor Tension CapacityAnchor Shaft 84 k No. of Anchors Anchor Type Solid Rod - CrossSectionalArea 4.90625 in' Yield Strength, F. 60 ksi Factor(LRFD) ,--0i8 Allowable Tension 2315' k - Capacity' 35.7% Pass. VELOGfTEL ENGINEERING INNOVATION Drive, Raleigh, NC 27616 — Ph. 919.755.1012— Fax 919.755.1031 Guy Anchor Block Foundation Calculator & Site Project Name DetailsProject Swain Road Tower Site ID FL04816-A-,10 Project 'No. 15CBV01400 Date Monday; October 26, 2015 Code ANSI/TIA-222-G Anchor Density Concrete _ Block information 150 •.. pd AnchW Length 36 ft Inner (A) Width 6 ft Thickness 6. ft Depth to Top of Block 6 ft Anchor Angle from Grade _ 40 - Eft 2.0 Version Dote. 6/24/2015 36 ft Eft Uplift Capacity Anchor Uplift 1 117 k Allowable Uplift Load' 338.8' k Capacity 1 34.5% 1 Pass CapacityLateral Anchor Lateral i 139 1 k Allowable Lateral Load 300.04 1 k _ Capacity 1 46.3% 1 Pass Anchor Tension CapacityAnchor Shaft 181 k No. of Anchors 1 Anchor Type Solid Rod, Cross Sectional Area 11.04 In' Yield Strength, F 60 ksl• Factor(LRFD) M8 _ - AllowableTension 529.9 k. Capacity 34.2% Passe ■IIIIIIIIVELOOMEL ENGINEERING INNOVATION FDN Velocitel - 6521 Meridian Drive, Raleigh, NC 27616- Ph. 919.755.1012 - Fax 919.755.1031 Guy Anchor Block Foundation Calculator & Site " Project Name DetailsProject Swain Road Tower Site ID FL04816-A-10- - Project No. 15CBV01400 _ .Datq Monday;: October 26, 2015 i Code ANSI/TIA-222-G AnchorBlock Density Concrete Y50= ,,' pd _ _ Anchorf Length 36 ft Inner(B) Width" _ 6 ft _ Thickness, 6 ft ' Depth to Top of Block 6 ft AnchorAnglefrom Grade 40 - 6 ft 2 Verisiar 0 . MVersion Dore: 6/24/2015 36 ft Eft Uplift Capacity Anchor Uplift 117 Ik _ Allowable.Uplifttioad ..314.7t lk ' Capacity - 37.2% 1Pass Lateral Capacity Anchor Lateral 139 k Allowable'.Lateral Load` 275M Ak " Gapaclty, 50.4% 1 Pass' Anchor Tension •. 181 k' No. of Anchors 1" Anchor Type Solid Rod Cross Sectional Area 11.04 in Yield Strength, F 60 ksi Factor(LRFD); 0(81 - ' Allowable Tension - S29:9 ,k ' Capacity• - . 34.2% Pass.