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Specifications l3UG7202/- O0/7./ RECEIVED 1/7W P P' Y JUN 2 3verizon1ellY 1- IILiARD ES 3U11..DWG DIVISION Tower Engineering Solutions, LLC 1320 Greenway Dr. Suite 600 OFFICE COPY Irving, TX 75038 OFFICE 972.483.0607 TESOrders@testower.us Post-Mod Antenna Mount Analysis Report and PMI Requirements Mount Fix SMART Tool Project#: 10047429 May 3, 2021 Site Information Site ID: 171654-V2W/DARTMOUTH Site Name: DARTMOUTH Carrier Name: Verizon Wireless Address: 11744 Pacific Highway TIGARD, Oregon 97223, Washington County Latitude: 45.434214° Longitude: -122.758647° Structure Information Tower Type: Monopole Mount Type: (3) 10.50-Ft T-Arms FUZE ID#16242551 Analysis Results (3)T-Arms: 52.9% [Pass] ***Contractor PM!Requirements: Included at the end of this MA report Available & Submitted via portal at https://pmi.vzwsmart.com Contractor- Please Review Specific Site PM!Requirements Upon Award Requirements also Noted on Mount Modification Drawings Requirements may also be Noted on A & E drawings UCTURgI Report Prepared By: Kiran Sharma Paudel ��cc G `s`��O R<I r .,;68 OREGON Gj EL Pt EXPIRES: 12/31/202"2 05/03/2021 „, verizonl ES '1'narr PnWm.enuK S..h uhai. Tower Engineering Solutions, LLC 1320 Greenway Dr. Suite 600 Irving, TX 75038 972.483.0607 TESOrders@testower.us Post-Mod Antenna Mount Analysis Report and PMI Requirements Mount Fix SMART Tool Project#: 10047429 May 3, 2021 Site Information Site ID: 171654-VZW/DARTMOUTH Site Name: DARTMOUTH Carrier Name: Verizon Wireless Address: 11744 Pacific Highway TIGARD, Oregon 97223, Washington County Latitude: 45.434214° Longitude: -122.758647° Structure Information Tower Type: Monopole Mount Type: (3) 10.50-Ft T-Arms FUZE ID#16242551 Analysis Results (3)T-Arms: 52.9% [Pass] ***Contractor PM!Requirements: Included at the end of this MA report Available & Submitted via portal at https://pmi.vzwsmart.com Contractor- Please Review Specific Site PM!Requirements Upon Award Requirements also Noted on Mount Modification Drawings Requirements may also be Noted on A & E drawings Report Prepared By: Kiran Sharma Paudel Mount Post-Modification Analysis Report May 3, 2021 (3) 10.50-Ft T-Arms Site ID: 171654-VZW/DARTMOUTH Page 12 Executive Summary: The objective of this report is to summarize the analysis results of the antenna support mount including the proposed modifications at the subject facility for the final wireless telecommunications configuration, per the applicable codes and standards. This analysis is inclusive of the mount structure only and does not address the structural capacity of the supporting structure. This mounting frame was not analyzed as an anchor attachment point for fall protection. All climbing activities are required to have a fall protection plan completed by a competent person. Sources of Information: Document Type Remarks Mount Drawing Mount mapping by Kimley-Horn; dated 2/9/2021 Mod Drawing Tower Engineering Solutions, Project# 10047429 Antenna Loading Verizon FUZE Project ID: 16242551; dated 1/19/2021 Analysis Criteria: Codes and Standards: ANSI/TIA-222-H/IBC 2018 Wind Parameters: Basic Wind Speed (Ultimate 3-sec. Gust), Vim: 97 mph (3-Sec. Gust) Ice Wind Speed (3-sec. Gust): 30 mph (3-Sec. Gust) Design Ice Thickness: 1.50 in Risk Category: II Exposure Category: B Topographic Category: 1 Topographic Feature Considered: N/A Ground Elevation Factor, Ke: 0.993 Seismic Parameters: Ss: 0.865 Si: 0.395 Maintenance Parameters: Wind Speed (3-sec. Gust): 30 mph +0" Radial ice Maintenance Live Load, Lv: 250 lbs. Maintenance Live Load, Lm: 500 lbs. Analysis Software: RISA-3D (V15) Mount Post-Modification Analysis Report May 3, 2021 (3) 10.50-Ft T-Arms Site ID: 171654-VZW/DARTMOUTH Page 13 Final Loading Configuration: The following equipment has been considered for the analysis of the mounts: Mount Equipment Elevation Elevation Quantity Manufacturer Model Status (ft) (ft) 6 Commscope JAHH-45C-R3B (Antenna) Retained 1 Amphenol Antel BXA-70040-8CF-850MHZ Retained (82806) (Antenna) 1 Antel BXA-70063-8CF-850MHZ Retained (80374) (Antenna) 1 Amphenol Antel BXA-70080-8CF-850MHZ Retained (82818) (Antenna) 90.00 90.00 3 Ericsson RRUS32 B2 (Radio) Retained 3 Ericsson RRUS32 B66A(Radio) Retained 3 Raycap OVP 6* Retained 3 Ericsson VZ-AIR6701 TB(Antenna) Added 3 nL-Sub6 Antenna Added 3 Ericsson 4449(Radio) Added 1 Raycap OVP 12 * Added 3 Commscope CBC78T-DS-43-2X Added * Equipment to be flush mounted directly to the standoff arm. Equipment not shown in placement drawings. The recent mount mapping reported existing OVP units. It is acceptable to install up to any three (3) of the OVP model numbers listed below as required at any location other than the mount face without affecting the structural capacity of the mount. If OVP units are installed on the mount face, a mount re-analysis may be required unless replacing an existing OVP. Model Number Ports AKA RHSDC-1064-PF-48 2 OVP-2 RC3DC-3315-PF-48 6 OVP-6 RC3DC-3300-PF-48 6 OVP-6 RC3DC-4750-PF-48 6 OVP-6 RHSDC-6627-PF-48 12 OVP-12 RHSDC-6600-PF-48 12 OVP-12 Standard Conditions: 1. All engineering services are performed on the basis that the information provided to Tower Engineering Solutions and used in this analysis is current and correct. The existing equipment loading has been applied at locations determined from the supplied documentation.Any deviation from the loading locations specified in this report shall be communicated to Tower Engineering Solutions to verify deviation will not adversely impact the analysis. 2. Mounts are assumed to have been properly fabricated, installed and maintained in good condition, twist free and plumb in accordance with its original design and manufacturer's specifications. Mount Post-Modification Analysis Report May 3, 2021 (3) 10.50-Ft T-Arms Site ID: 171654-VZW/DARTMOUTH Page 14 Obvious safety and structural issues/deficiencies noticed at the time of the mount mapping and reported in the Mount Mapping Report are assumed to be corrected and documented as part of the PMI process and are not considered in the mount analysis. The mount analysis and the mount mapping are not a condition assessment of the mount. Proper maintenance and condition assessments are still required post analysis. 3. For mount analyses completed from other data sources (including new replacement mounts) and not specifically mapped by TES, the mounts are assumed to have been properly fabricated, installed and maintained in good condition,twist free and plumb in accordance with its original design and manufacturer's specifications. 4. All member connections are assumed to have been designed to meet or exceed the load carrying capacity of the connected member unless otherwise specified in this report. 5. The mount was checked up to, and including, the bolts that fasten it to the mount collar/attachment and threaded rod connections in collar members if applicable. Local deformation and interaction between the mount collar/attachment and the supporting tower structure are outside the scope of this analysis. 6. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. Tower Engineering Solutions is not responsible for the conclusion, opinions, and recommendations made by others based on the information supplied. 7. Structural Steel Grades have been assumed as follows, if applicable, unless otherwise noted in this analysis: o Channel, Solid Round, Angle, Plate ASTM A36 (Gr. 36) o HSS (Rectangular) ASTM 500 (Gr. B-46) o Pipe ASTM A53(Gr. B-35) o Threaded Rod F1554 (Gr. 36) o Bolts ASTM A325 8. Any mount modifications listed under Sources of Information are assumed to have been installed per the design specifications. Discrepancies between in-field conditions and the assumptions listed above may render this analysis invalid unless explicitly approved by Tower Engineering Solutions. Mount Post-Modification Analysis Report May 3, 2021 (3) 10.50-Ft T-Arms Site ID: 171654-VZW/DARTMOUTH Page 15 Analysis Results: Component Utilization % Pass/Fail Face Horizontal 32.5% Pass Standoff Arm 44.1% Pass Mount Pipes 52.9% Pass New Support rail 22.4% Pass New T-Arm 37.5% Pass Structure Rating—(Controlling Utilization of all Components) 52.9% Recommendation: The existing mount(s) will be SUFFICIENT for the final loading after the proposed modifications are successfully completed. ANSI/ASSP rigging plan review services compliant with the requirements of ANSI/TIA 322 are available for a Construction Class IV site or other, if required. Separate review fees will apply. Attachments: 1. Mount Photos 2. Mount Mapping Report(for reference only) 3. Analysis Calculations 4. Contractor Required PMI Report Deliverables 5. Antenna Placement Diagrams i 1 r,,.vm, hr: kq it _ l, F 3(l.< al a y+r 'aFMt f:? ,,:: '.'',,,,11,'tli,,,7'2*..,14. ,..,..„',t,,,i; , ft 1 * raR 1 ,'ifie4.144; ka dpa J 1 sa'jtd! i V14, I j C< . f ", fg rldu4 r '' fV=, ? foFf } 4A � i i _ j ,, i. ',:,'S'4'' '''. .,',,',;:,41,/,,*, ' , i ,- i i 1 1 , , , ,1 i.; . tFt' { , .i '4e (.F r �Pa� 1 !I ., t i t V30 updwed on e.3'2020 I44 414 lip rota Antenna Mount Mapping Form(PATENT PENDING) I1 r 1289as i Tower Owner: Croon Mapping Date: 2/B/M21 J\. Site Name: Gnenborg Tower T monopole Site Number ID, 824338 Tower XelqM(Ftl: T elevations Shot with TruPulse 360°Laser(no viewable screen) I ,. t ..�,:,:. ..•.... Mapping Contractor: KirAay-Nom Mount Elevation(Ft.): 90 This antenna mapping form is the property of TES and under: ..",The formation contained herein is considered confidential in nature and is to be used only for the specific customer it was intended for.Reproduction,transmission,publication, modification or disclosure by any method is prohibited except to express written permission of TES.All means and methods are the responsiblity of the contractor and the work shall be compliant with AN50A55E A 10.4S,OSHA,FCC,fAA and other safety requirements than may apply.TES Is not wamntyirg the usability of the safety climb as it must be assessed prior to each use In compliance with 05HA requirements, ,I • -. Mount Pipe Configuration and Geometries(Unit a Inches) C Vertical Norbonta Venial Horizontal Sector/ Mount PI Size&len h onsn Sector/ Mount PipeSize&Length Offset pre- length Offset"Cl,tc n6t Offset"Cl, • Position Dimension Position Pmennon t � Q,C3,etc." CO,C3,etc" .,�¢ ��' Al 2.38x.15x8' 44.00 6.00 Cl 2.38x.15x8' 44.00 6.00 A2 2.38x.15x8' 44.00 36.00 C2 2.38x.15x8' 44.00 36.00 A3 2.38x.15x8' 44.00 60.00 C3 2.38x.15x8' 44.00 60.00 Y A4 2.38x.15x8' 44.00 114.00 C4 2.385.1558' 44.00 114.00 i i,'''" A5 CS A6 C6 o• V. '"' 81 2.38x.15x8' 44.00 6.00 01 82 2.381.1541' 44.00 36.00 02 N 83 2.38x.1518' 44.00 60.0003 64 2.380.15x8' 44.00 114.00 04 s 85 05 66 o06 - Distance between bottom rail and mount Cl.CE elevation joint d}.Unit Is inches.See'Mount Elev Ref'tab or details.: 0.00 j1 i« Distance from top of bottom support rail to lowest tip of ant./egpt.of Carrier above.(N/A if>10 ft.): t l " Distance from top of bottom support rail to highest tip of ant./egpt.of Carrier below.(N/A If>10ft.): I) {i Please enter additional infomadon or comments below. F. P • 1 w T.:, Tower Face Width at Mount Elev.(ft.): I 'Tower Leg Size or Pole Shaft Diameter at Mount Elev.(In.): I 24 Enter antenna model.If not labeled,enter"Unknown". Mounting Locations Photos of ' (Units are inches and degrees) antennas iFt18& twriz. y • iw C u Coax Antenna Vertical 0ryset•h° Antenna N Antenna Models If Width Depth Heigh[ Photo Known (in.) (In.( (in.) Size and Center Dlstances'b.,,b.., (usef Azimuth Numbers %...,, a Qty line(Ft) baw b.,..(Inches) Am.'s (Degrees) beeline.:' Sector A aY ai / eY,, a✓Vr Ant1e bxa70063 89.6667 48.00 1200 " SECTOR A lCc A Y s Anti, dbc0037f2v2 89.6667 46.00 0.00 y,00,003hF+w°•f,:ad.. Ant., wm1.i Ant., jahh-45c-13b 89.6667 48.00 1200 oaser'n" Ant., rrus 32 89.6667 48.00 -8.00 Ant., Ants, jahh-45c-r3b 89.6667 48.00 12.00 i-_•MR» +rt:,, -r-. t y/,,rt.. rrus 32 89.6667 48.00 -8.00 I"FIT-it t.I t'a- 11 . a, ■ b Antan !a � Ant), 1�, :iMhi ts._. Nina t srtx Ante Mtn Ant..■...n.■■rf■ _ . l `s. i Ant„ � i Ants, ,, I ,. Ants b, • ia, i t Anion 2212 .„..: Standoff -_' i Anton • 3..-.-... Standoff rcmdc-331S A - Anton Tower bntenna lavOut(Looking Out From Tower Anton Tower i .... .. .. ..J -y - - . 4. Mount Azimuth(Degree) Tower Leg Azimuth(Degree) Sector g for Each Sector for Each Sector Ant„ bxa70063 89.6667 48.00 12.00 Sector A. 80.00 Deg Leg A. 80.00 Deg Ants, dbc0037f2v2 896667 48.00 0.00 Sector 8: 160.00 Deg Leg 8: 160.00 Deg Any, . Sector C: 33000 Deg Leg C: 330.00 Deg Anta, jahh-45c.r3b 89.6667 48.00 12.00 Sector D: Deg Leg D: Dog Any, rrus 32 89 6667 48.00 -8.00 Climbing Fadlity Information Any, Location: 1.00 !Deg Other Ant„ )ahh-45c-r3b 89.6667 48.00 1200 Corrosion Type: Good condition. Any, rrus 32 89.6667 48.00 -8.0D Climbing Access: Climbin Facility Beath was unobstructed. Ant, Condition. Good condition. Ant„ Ant„ .I. Ant „ y ` " .1(.Li __ Ant,, _ 1 p.. c�a-p_�� . Ants, ! i1 Anton i'11 - Standoff 2212 Il i ){ F-- v Sta6off rcmdc-3315 [ _�, r�3 _ Anton �•..• Tower w.. Anton riot -I. J. , A Tower _ ±i I �5A SeetheC I' I�d , 80y, rwa80017 89.6607 48.00 12.00 _ :-- , _- f I , __ , T Any, cda-234 89.6667 48.00 0.00 'i [r. Antra .- eft, Any, bxa70063 89.6667 48.00 9.00 t Any, r ._,.".._,. ......_� Any, axP2045 90.6667 36.00 9.00 -7' a cT-L4.4ac Any, ccdp.565 906667 36.00 000 Any, f" -'"� '-I Any, rwa80017 69.6667 48.00 1200 .r, Ant„ _%-"i P Ant„ �t- Anty, `11.7;4 % Ant.' Ant, 1 :[. `yfl S Antta n d oon 2212 -ii1 $ ï "J Anton Tower Anton Tower Sector D Ant„ Ant,a Any, Any, Any, Any, Any, Antae Ant,. Ant Ant„ Ant„ Any, Ants, Ants< Anton Standoff Anton Standoff Anton Tower Anton Tower Observed Sabah,and Structural Issues During the Mount Mapping Issue# I Description of Issue I Photo# 1 2 3 4 5 6 7 8 Mapping Notes 1.Please report any visible structural or safety issues observed on the antenna mounts(Damaged members,loose connections,tilting mounts,safety climb Issues,etc.) 2.If the thickness of the existing pipes or tubing can't be obtained from a general tool(such as Caliper),please use an ultrasonic measurement tool(thickness gauge)to measure the thickness. 3.Please create all required detail sketches of the mounts and Insert them Into the"Sketches"tab. 4.Please measure and enter the bolt sizes and types under the Members Box In the spreadsheet of the mount type. 5.Take and label the photos of the tower,mounts,connections,antennas and all measurements.Minimum 50 photos are required, 6.Please measure and report the size and length of all existing antenna mounting pipes. 7.Please measure and report the antenna Information for all sectors. 8.Don't delete or rearrange any sheet or contents of any sheet from this mapping form. Stow Yid Conditions 1.Obvious safety and structural issues/deficiencies noticed at the time of the mount mapping are to be reported in this mapping.However,this mount mapping is not a condition assessment of the mount. Y Z X s • • hi 440 i Tower Engineering Solution 1 SK- 1 Jorge Resendez 171654-VZW_MT_LOT_SectorA_H L May 3, 2021 at 3:34 PM Project No. 10047429 171654-VZW_MT_LOT_A_H.r3d -L --------------------- Page 1 Code Check (Env) '% NoCalc >1.0 Z X .90-1.0 .75-.90 .50-.75 0-.50 • n�0 M ' v r• M M N sf Member Code Checks Displayed(Enveloped) Results for LC 1, 1.2D+1.0Wo(0 Deg) Tower Engineering Solutions SK-2 Jorge Resendez 171654-VZW MT LOT_SectorA H May 3, 2021 at 3:34 PM Project No. 10047429 171654-VZW_MT LOT A H.r3d Page 2 Y Shear Check (Env) 094 >Caic 1.0 x .90-1.0 75-.90 .50-.75 0:.50 10 0 C‘G co +-. a) 0 Member Shear Checks Displayed(Enveloped) Results for LC 1, 1.2D+1.0Wo(0 Deg) Tower Engineering Solutions SK -3 Jorge Resendez 171654-VZW MT_LOT_SectorA H May 3, 2021 at 3:34 PM Project No. 10047429 171654-VZW_MT_LOT A_H.r3d Page 3 Company Tower Engineering Solutions May 3.2D2 Designer JongeRuwendeo 3:35PN IIIRISA JobNumber � Pv�emNo. 10V4r429 CheukedGy Model Name 171654-VZW_MT_U]T_SoctnwLH Bask Load Cases __��-�� .o�1��n Category X Gr�'onX��&y_ Joint— Point t-Ama(N...Surface 1 Antenna � 48 | - -- --- --1 3 Antenna Di | None _ 48 3 AnhannaVVo/QDeg) None 48 4 AntennaDeg) �mma _____48 5 Antenna VVo(8ODeg) Nona _____ __4B G Antenna Deg) None 48 | 7 Antenna VVo(12ODeg) Nona 48 | 8 Antenna VVo(1SO Deg) None _ 40 9 Antenna VVo(1GODeg) None 48 . _ _ _ 10 Antenna VVo(21ODeg) _ None 48 11 Antenna VVo(34ODmg)___ None _48 � 12| Antenna VVo(27ODaA)_. None 48---� ---' 1 VVo(300Deg) None _ 48 ' 14 AntennaVVo(33DDeg) None 48 | 15 Antenna WiAD[>ao\ __. 48 _ | 18 Antenna Wi (3O [�eq�_____ Nome 48 � Am None-No� _ 48--- Antenna (SOOmg) None 48 19 Antenna VVi (12ODeQ\ 48 20 Antenna VVi (150 Deo) Nona21 Antenna VVi (180 DNq)_ N-one _ 48 | AntennaVVi (21ODeg) None _ _ 48 Antenna 4G | ___33_� �w/ None-__ -__' -_-_. __ ___ | 24 Antenna iVV| ( None _ 48____ | 35 Antenna (3�O Deg) None 4�__-c��" -_- -_ _ -_- | �� None __. 48 i Q) None 4 | -- --- ------ ' 28 Antenna VVm (30 De.q}____ None _ 48 29 mVV Mono | 48 30 oVVm (90 Deg) None 48__ _31_ <1��I��l m��m _ 4O-_ 32 _A[d�[��V�n� (15tUDeql' NhoneL_ -_ 48 33 Antenna VVnl (18OIDeg) hk�l@_ 4� 34 Antenna VVnm (21{>I�� gD�' __ 48 | 35 Antenna VVm (24O Deg) wgpe 48 ' 36 Antenna VVML<27010q- ]\ None--- _--_- _-48__ - 37_ Antenna 48 _38 Antenna VVn�(33ODeg) None_. 48 39 Str�turaD _ None ! _40 Structure Di None _' 10___ �M 88mctumu Wo (D Deg)____ None _ _ _ 20 �42 Structure Wo (30DaA) _ None _ _ _ 20 3 Structure y�L60Deg) _ None _ _ _ / 20 _44 GtructureVVn (90Deg) ___1None_— ____ ______ ___. ____ 20__45 Structure OQmg) None ___ ______ ___ _____ 20 46_ EkrucunaVVo Q) None _ 20 | 47_ O) �cmm 2O ' -- � --- - -- — - --- � 48 10 Deg) | None . ____ �`__ 1_20|_-1__ | ,r, Company : Tower Engineering Solutions May 3,2021 Designer : Jorge Resendez 3:35 PM I'RIBA Model Name P71654 t VZW MT4LO9 T_SectorA_H Checked By Basic Load Cases (Continued) BLC Description Category X Gravity YGravity Z Gravity Joint Point Distribut__Area(M.__Surface... 49 Structure Wo (40Deg) I None 20 50 Structure Wo (270 Deg) ; None ___-20 51 Structure Wo_(300 Deg) None 20 52_-_ Structure Wo (330 Deg) - ' None __- 20 j 53 Structure Wi (0 Deg) None _- 20 54 Structure Wi (30 Deg) None 20 55 Structure Wi (60 Dew None 20 1 56__ Structure Wi (90 Deg) None 1 20 57 Structure Wi (120 Deg) None _- 20 - 58 Structure Wi (150 Deg) _ None __ ____ _ 20 59 Structure Wi (180 Deg) _ None - 20 60 Structure Wi (210 DegZ None 20_ 61 Structure Wi (240 Deg) None 20 ` 62 Structure Wi (270 Deg) None -� 20 _ 63 Structure _Wi (300Deg)___ None 20 64 Structure Wi (330 Deg) None 20 65 Structure Wm (0 Deg None I 20 66 Structure Wm (30 Deq) None 20______ _ 67 ___Structure Wm_4(60 Deg) None -�_ 20____ _68 -_ Structure Wm (90_Deg) None + 20 69 Structure Wm (120 Dew None 20 70 Structure Wm (150 Degg None ^� 20 71 Structure Wm_(1_80 Deg) None - 20-____- 72 Structure Wmt210 Dew None - 20_____ 73 Structure Wm (240 Deq) _None_ _ _ 20 _____ 74 Structure Wmt270 Deg) None --____-- 20 - 75 Structure Wm (300_Deg) None _ 20 76 Structure Wm (330 Deg) None -__-_.--- 20 -- 77 Lm1 None 1 78 Lm2 None 1_ 79 Lv1 None 1 80 --- Lv2-- None __- --- 1 Load Combinations Description S... P...S...B... Fac..B... Fac..B... Fac..B...Fac..B...Fac..B... Fac..B... Fac..B...Fac..B... Fac..B...Fac... 1 1.2D+1.0Wo(0 Deg) Yes Y 1 1.2 39 1.2' 3 I 1 41 1 - 2 1.2D+1.0Wo 130 Deg) Yes Y 1 1.2 39 1.2 4 1 42 1 _ _ __ 3 _ 1.2D±1_0Wo(60 Deo) Yes Y 1 L 1.2 39 1.2 5 1 1 43 1 4 1.2 D+1.OW o�90 Deg) Yes Y_ 1 F1.239 1.2 6 1 44 1 -�_ ---_ -5 1.2D+1.0Wo_(120 Deg) Yes Y_ 1 1.2 39 1.2 7 1 45 1 __- 6 1.2D+1.0Wo(150 Deg) Yes Y 1 1_2 39 1.2 8 1 46 1 7 L2D1.0Wo + �180 Deg) Yes Y_ 1 1.2 39 1.2 9 1 47 1 ___ __ - -_ _ 8 1.2D+1.0Wo(210 Deg) Yes Y 1 1.2 39 1.2 10 1 48 1 - 9 1.2D+1.0Wo(240 Deg)Yes Y__ 1 1.2 39 1.2 11 1 49 1 10 1.2D+1.0Wo(270 Deg)IYev_ Y-_-1 1.2 39 1,2 12 1 50 1 11 1.2D+1.0Wo(300 Deg) Yes Y 1 1.2 39 1.2 13 1 51 1 _ - 12 1,2D+1.0Wo(330 Deg) Yes Y 1 1.2 39 1.2 14 1 52 1 13 1.2D+ 1.0Di+1.0W i(0 Deg)Yes Y 1 1.2 39 1.2 2 1 40 1 15 1 53 1 14 1.2D+1.0Di+1.0Wi(30D...Yes Y 1 1.2 39 1.2 2 1 40 1 16 1 54 1 15 1.2D+ 1.0Di+1.0Wi(60 D...yes Y 1 1.2 j39 1.2, 2 11 40 1 17 1 55 1 - I RISA-3D Version 15.0.2 [C:\...\...\...\...\...\...\...\...\...\...\...\...\171654-VZW_MT_LOT_A_H.r3d] Page 5 Company : Tower Engineering Solutions May 3,2021 Designer : Jorge Resendez 3:35 PM IIIRISA Job Number : Project No. 10047429 Checked By Model Name : 171654-VZW_MT_LOT_SectorA_H Load Combinations (Continued) 16 1.2D+ 1.0Di+1.0Wi(90 D...Yes y 1 1.2139 1.2 2 1 40 1 18 1 56 1 7 i_17 1.2D+ 1.0Di+1.0Wi(120... Yes y 1 1.239 1.2 21. 1 40 1 19 1 57 1 18 1.2D+1.0Di+1.0Wi(150... Yes V 1 1.2 39 1.2 1 '40 1 20 1 58 1 1 19 1.2D+ 1.0Di+1.0Wi(180... Yes y 1 1.2 39 1.2 2 1 40 1 21 1 59 1 L 1.2D+1.0Di+1.0Wi(210... Yes y 1 1.2 39 1.2 2 1 40 1 22 1 60 1 1 21 1.2D+ 1.0Di 1.0Wi(240... Yes y 1 1.2 39 1.2 2 1 40 1 23 1 61 1 ' 22 1.2D+1.0Di+1.0Wi(270... Yes y 1 1.2139 1.2 2 1 40 1 24 1 62 1 23 1.2D+1.0Di+1.0Wi(300... 1'es Y 1 1.239 1.2 2 1 40 1 25 1 63 1 24 1.2D+1.0Di+1.0Wi(330... Yes y 1 1.2 39 1.2 2 1 40 1 26 1 64 1 25 1.2D+ 1.51.1111 +1.0Wm(0 ..Yes Y 1 1.24_39 1.2 77 1.5 27 1 65 1 26 1.2D+ 1.5trn1 +1.0Wm(3...Yes y 1 1.2 39 1.2 77 1.5 28 1 66 1 27 1.2D+ 1.5Lm1 +1.0Wm(6...Yes y 1 1.2 39 1.2 77 1.5 29 1 67 1 28 1.2D+ 1.5Lm1 +1.0Wm(9...Yes y 1 1.2 39 1.2 77 1.5 30 1 68 1 29 1.2D+ 1.5Lm1 +1.0Wm(1...Yes y 1 1.2 39 1.2 77 1.5 31 1 69 1 30 1.2D+ 1.5Lrn1 +1.0W m(1...Yes y 1 1.2 39 1.2 77 1.5 32 1 70 1 31 1.2D+ 1.5Lrn1 +1.0Wm(1...Yes y 1 1.2 39 1.2 77 1.5 33 1 71 1 32 1.2D+ 1.5Lm1 +1.0Wm(2...Yes y 1 1.2 39 1.2 77 1.5 34 1 72 1 33 1.2D+ 1.51m1 +1.0Wm(2...Yes y 1 1.2 39 1.2 77 1.5 35 1 73 1 1 34 1.2D+1.51m1 +1.0Wm(2...Yes y 1 1.2 39 1.2 771.5 36 1 74 1 L 35 1.2D+ 1.5Lm1 +1.0Wm(3...Yes y 1 1.2 39 1.2 771.5 37 1 75 1 36 1.2D+1.5Lx.n1 +1.0Wm p... es y 1 1,2 39 1.2 77 1.5 38 1 76 1 37 1.2D+1.5Un2+1.0Wm(0 ..Y es y 1 1.2 39 1.2 78 1.5127 1 65 1 38 1.2D+ 1.5Lni2+1.0Wm(3...Yes y 1 1.2 3911.2 78,1.5 28 1 66 1 .,--- 39 1.2D+1.5Lm2+1.0Wm(6...Yes Y 1 1.2 39 1.2 78!1.5 29 1 67 1 40 1.2D+ 1.5Lm2+1.0Wm(9...Yes y 1 1.2 39 1.2 78 1.5 30 1 68 1 41 1.2D+ 1.5Lm2 +1.0Wm(1...Yes y 1 1.2 3911.2_178 1.5131 1 69 1 42 1.2D+1.5Uri2 +1.0Wm(1...Yes y 1 1.2 39 1.2 78 1.5 32 1 70 1 +- 43 1.2D+ 1.5Un2 +1.0Wm(1..:Ves y 1 1.2 39 1.2 781.5 33 1 71 1 44 1.2D+ 1.5Lm2+1.0Wm(2...Yes y 1 1.2 39,1.2 78 1.5 34 1 72 1 45 1.2D+ 1.51.m2+1.0Wm(2...Yes y 1 1.2 39 1.2 78 1.535 1 73 1 46 1.2D+1.5Lm2+1.0Wm(2..:Yes y 1 1.2 39 1.2i78 1.5136 1 74 1 -- , 47 1.2D+ 1.5Lm2 +1.0Wm(3...Yes y 1 1.2 39 1.217811.5137 1 75 1 48 1.2D+1.5Lm2+1.0Wm(3...Yes y I 1 1.2 39 1.2 78 1.5138 1 76 1 _ 49 1.2D+ 1.5Lv1 Yes Y 1 1.2 39 1.2 79 1.5 50 1.2D+ 1.5Lv2 Yes Y 1 1.2 39 1.2 80 1.5 , 1 51 1.4D Yes Y 1 1.4 39 1.4 Joint Coordinates and Temperatures Label X ft] Y1!L Zift] Temp IF1 Detach From Diap... 1 N1 0 0 1.547333 0 2 N2 0 0 4.408533 0 3 N3 -5.25 0 4.75 0 4 N4 5.25 0 4.75 0 5 N5 4.75 0 4.75 0 6 N6 4.75 0 5 0 7 N7 4.75 3.66667 5 0 8 N8 4.75 -4.33333 5 0 9 N9 -0.0001 0 4.75 0 10 N10 0 0 1.047333 0 11 N11 0 .75 4.408533 0 RISA-3D Version 15.0.2 [C:\...\...\...\...1...\...\...\...1...\...\...1...\171654-VZW_MT_LOT_A_H.r3d] Page 6 i Company : Tower Engineering Solutions May 3, 2021 Designer : Jorge Resendez 3:35 PM I'RISA 9 Model Namer P7 654 VZW MT4LOT_SectorA_H Checked By. Joint Coordinates and Temperatures (Continued) _ Label _-_ X[ft] Y[ft. ____- Z[ft] --Temp[F] Detach From Diap.._ 12 N12 0 -.75 4.408533 0 13 N17 - - -- �- -- 0 --- 4.75 0 --- 14 ------- N18 1 0 5 0 - --- 15 N19 1 3.16667 5 0 16 N20 _ 1 -4.83333 5 0 -- - 17 -_-N17A -0.9166_ 0 4.75 0 -18 N 18A_ -0.9166 0 _ 5 0__ 1 19 N 19A -0.9166 3.66667 5 0 20--_-__-_-_ N20A -0.9166 -4.33333 5 --- 0----------_-__I 21 N21 -4.75 0 4.75 0 22 ------N22 -4.75 0 5 0 --_- _-- 23 _ _--_ N23 -4.75 3.66667 5 ---0 - - 24__---- N24 -4.75 -4.333333 5 ------------0 - 25 N25 -2.75 0 4.75 0 ' 26 N26 -2.75-------- 0 5 ------ 0 -- ------ 27 , N27 -2.75 - 3.66667 5 _-- _ 0�_ --- 28 N28 -2.75 -4.33333 5 0_ r [ 29 1 N29 0 2.5 4.408533 _--0 _ 30 N30 -5.5 2.5 -_ 4.75 0--_--- 31 N31 -5.5 2.5 4.75 0 32 N32 4.75 2.5 4.75 0 33 ------ N33 --- 4.75 2.5 ------- --- 5----------__0_ r-34 _-_- N34 - -0.0001 _2.5 4.75 0 I 35 _-- N35 0 _ 2.5 1.047333 --- 0 1 36 N36_ -0.9166 2.5 5 0 -__ j 37 N37 -4.75 2.5 4.75 0 38 N38 -4.75 2.5 5 0 39 --~ N39 -2.75 -_-_2.5 4.75 0 40 N40 2.75 2.5 --5- - -- 0 - ---- 41 N41 -0.9166 2.5 4.75 0 42 N42 ---- 1 2.5 ---- 4.75 0 43 ! N43.-- __ 1 2.5----- 5 0 Hot Rolled Steel Section Sets Label Shape Typ-e Desgn List Material Design ..A in� yyln41.Izz1in41 J(In4_1, 1 __Mount Pipes PIPE 2.0 Beam Pie A53 Gr.B Typical 1.02 .627 .627 1.25 2 Mast Pje PIPE 4.0 Beam Pipe__ A53 Gr.B Typical 2.96 6.82 6.82 .13.6_ 3 Face Horizontal PIPE 3.0 Beam _Pipe A53 Gr.B T 'cal__2.072_85 2.85 5.69_ 4 New Support rail PIPE 3.0 Beam Pipe A53 Gr.B T pical 2.07 2.85 2.85 5.69 5 Standoff Arm HSS4x4x4 Beam Tube A500 Gr.B R...Typical 3.37 7.8 7.8 12.8 - ---- ----- ---- ----------- 6 New T-Arm HSS3x3x4 Beam Tube 5000r.B R•••TypicaI 2.44 3.02 3.025.08 Cold Formed Steel Section Sets Label Shee Type Design List Material Design Rul... A[n2] lyy[in4l Izz[in4] J[in4] I 1 CF 4CU5.25X0375 Beam CU_ A570 Gr.33 Typical 4.854 13.238 12.817 _228 ) RISA-3D Version 15.0.2 [C:\...\...\...\...\...\...\...\...1...\...\...\...\171654-VZW_MT_LOT_A_H.r3d) Page 7 Company : Tower Engineering Solutions May 3, 2021 Designer : Jorge Resendez 3:35 PM I ,R'SA Job Number : Project No.10047429 Model Name 171654-VZW Checked By. _MT_LOT_SectorA H_ Aluminum Section Sets Label Shape Type Type Design List Material Desjn Rules A[in21 IYYLP1____Izz[n, J[in4] _ 1 1 AL1A �Acs14x13. Beam AAChannelJ 3003 H14 1 Typical _j 11.8 i_ 44.7 401 1.19 Hot Rolled Steel Properties _-- - Label Eks1j___-----G_jkeil Nu----ThermplE.pensityjk/ft... Yield[ksi] Ry _ Fuj`ks1---- Rt 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 .49 36 ± 1.5 58 1.2 3 , A572 Gr.50_____29000_ 11154_ __.3 __ .65 .49-__ 50_ _ ' 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .527 42 + 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr.B29000 11154 .3 .65 , .49 35 1.6 60 1.2 7 A1085 29000 11154 .3 .65 .49 50 1.4 65 1.3 Cold Formed Steel Properties _ Label Eksi1____G[ksij Nu Therm 01E5FZDensityjkfft^31YieldLksi]_ _, Fuj! _ _1 _A570 Gr.33 29500 11346 .3 .65 .49 33 52 2 A607 C1 Gr.55 29500 11346 .3 I .65 .49 - 55 70 Aluminum Properties Label _E_ksi] GAks] Nu Therm_(_Densityj.,.Table B.4 kt Ftu ks j Ftyjksij Fcyjksl Fsujksi] Ct 1 3003-H14 10100 3787.5 .33 1.3 .173 Table B... 1 19 16 ' 13 12 141 2 6061-T6 10100 3787.5 .33 1.3 .173 Table B... 1 38 35 35 24 141 , 3 6063-T5 10100 3787.5 .33 1.3 .173 Table B_ 1 22 16 16 13 141 4 6063-T6 10100 3787.5 .33 1.3 .173 Table B... 1 30 25 25 19 `141 5 5052-H34 10200�3787.5 i .33 1.3 .173 Table B... - 1 34 _ 26 24 20 141_ 6___6061_T6 W 10100 3787.5 i .33 1.3 .173 Table B._1_ 1 24 15 , 15 15 141____ Member Primary Data Label I Joint J Joint K Joint RotatteAcl.,. Section/Shape Typed Design List Material Des Rul. . ace Pipe 1 A53 Gr.B Typical, I 2 M2 N1 N2 FStandoff Amy Horizontal Beam I Tube A500 Gr.... T picalU 3 M3 N5 N6 RIGID Beam 1 None , RIGID DR1 4 MP1A N7 N8 Mount Peres Beam Pipe A53 Gr.B Typ'Ical_ 5 M5 N10 N1 RIGID Beam None ' RIGID DR1 6 M6 N2 _N9 RIGID -__ Beam None RIGID DR1 7 - M7 N11 N12 -- Mast Pipe Beam Ppe A53 Gr.B Typical 8 �M10 N17 N18 _RIGID Beam None RIGID _._-DRi1pica ------ - -- - - -- 9 _ MP2A N19 N20 Mount Pipes Beam Pipe A53 Gr.Bi Tlrl_ 10 M10A N17A N18A _ RIGID Beam _None+RIGID DR1 11 MP3A N19A N20A _ Mount Pipes Beam Pipe i A53 Gr.B Typical 12 M12 N21 N22 RIGID Beam None RIGID DR1 � 13 __MP5A N23 N24 Mount Pipes Beam Pipe j A53 Gr.B Typical__ 14 M14 N25 N26 RIGID Beam None-1 RIGID DR1 _15 MP4A N27 N28 _ _ _ Mount Pipes Beam Pipe A Gr B Typical 16 M16 N32 N33 RIGID Beam ( None RIGID DR1 1 17 M17 N29 - N34 ' RIGID Beam L None LRIGID DR1 RISA-3D Version 15.0.2 [C:\...\...\...\...1...\...\...1...1...\...\...\...\171654-VZW_MT_LOT_A_H.r3d] Page 8 Company : Tower Engineering Solutions May 3,2021 I Designer : Jorge Resendez A Job Number : Project No. 10047429 Checked By. Model Name : 171654-VZW_MT_LOT_SectorA_H 3:35 PM IIRIS Member Primary Data (Continued) Label I Joint J Joint ____1(Joint Rotate(d... Section/Shape Type Design List Material Design Ru1.7 18 M18 N37 N38 RIGID Beam None RIGID 1 19 M19 N39 N40 RIGID Beam None RIGID DR1 20 M20 N30 N31 1 New Support rail Beam _ Pipe A53 Gr.8 Typical 21 M21 N29 N35 New T-Arm Beam Tube A500 Gr.... Typical 22 M22 N41 N36 RIGID Beam None RIGID DR1 23 M23 N42 N43 , RIGID Beam None RIGID DR1 , Member Advanced Data Label I Release J Release I Offsetlitil_ J Offsetljni _ 1/Coy__i_P _sical Anaysis ..., Inactive Seismic Desigp,, 1 1 M1 Yes None 1 2 M2 Yes None ' 3 M3 Yes None _4 4 MP1A Yes None — 1 5 M5 Yes None 6 M6 Yes None _ 7 M7 Yes ' None _, 8 M10 Yes None 9 MP2A Yes None 10 M1 OA Yes None 11 MP3A Yes None --, 12 M12 Yes None --I 13 MP5A Yes None 14 M14 Yes None 15 MP4A Yes None _ — --I 16 M16 Yes None ---I 17 M17 Yes None -H 18 M18 Yes None 19 M19 Yes None 20 M20 Yes None 21 M21 Yes — None 22 M22 Yes None 23 M23 1 Yes None Hot Rolled Steel Design Parameters Label Shape Lengthift] Lbyyift] Lbzzittl Lc orm topiftl Lc omp bot[ft]L-torqu... Kyv Kzz Cb Function 1 M1 IFace Horizo.. 10.5 I Lbyt 1 1 , Late;ra-il 2 M2 Standoff-Arm 2.861 Lk_y_ __ .65 .65 Lateral 3 MP1A Mount Pipes 8 Lbyy Lateral 4 M7 Mast Pi e 1.5 Lbyy Lateral 5 MP2A Mount Pipes 8 - Lbyy Lateral 6 MP3A Mount Pipes 8 Lbyy Lateral 7 MP5A Mount Pipes 8 LINy_ Lateral . 8 MP4A Mount Pipes 8 Lbyy Lateral 9 _ M20 New Suppor... 11 Lbyy Lateral 10 M21 New T-Aml 3.361 Lbyy Lateral RISA-3D Version 15.0.2 [C:\...\...1...\...1...\...\...1...\...\...\...1...\171654-VZW_MT_LOT_A_H.r3d] Page 9 Company : Tower Engineering Solutions May 3,2021 Designer : Jorge Resendez 3:35 PM Checked By IIRISA Job Number Project.Nvoz.w1 00m4T7421.09 T_SectorA_H Cold Formed Steel Design Parameters Label Shape Le ng t... Lbyy[ft1 Lbzz[ftlLcom_p t...Lcomp_,,.. L-torq_ue... Kyy Kzz Cm-...Cm-... Cb R .afft] y sw..z sw... L No Data to Print ... __ 1 Aluminum Design Parameters Label Shape Lenggift_l_ LI____ Ify[ffl_____ Lbzzgli__ Lcom_p togftj Lcom_p_botIttlL-torqu... Kyy Kzz Cb Function ---, 'No Data to Print... _i Joint Loads and Enforced Displacements Joint Label L D,M Direction MagnitudeRlb,k-ft),°pled),r-- (les^2..No Data to Print... -i Member Point Loads (BLC 1 • Antenna D) Member Label Direction Magnibude[lb,k-it] Locatiora%] 1 MP2A Y -81.02 .25 2 MP2A My -.014 .25 3 MP2A Mz -.08 .25 4 MP2A Y -81.02 7 5 MP2A My_ -.014 7 6 MP2A Mz -.08 7 7 MP3A Y -81.02 .25 8 MP3A My -.014 .25 9 MP3A Mz -.08 .25 10 MP3A Y -81.02 7 11 MP3A My -.014 7 12 MP3A Mz -.08 7 13 MP1A Y -25 .25 14 MP1A _My_ -.004 .25 15 _ MP1A Mz -.025 .25 16 MP1A Y -25 7 17 MP1A 14y -.004 7 18 MP1A Mz -.025 7 19 MP2A Y -53 .75 20 MP2A My .009 .75 21 MP2A Mz .052 .75' 22 MP3A Y -53 .75 23 MP3A My .009 .75 24 MP3A Mz .052 .75 25 M2 Y -44 1.5 26 M2 My -.022 1.5 27 M2 Mz 0 1.5 28 MP4A Y -14.5 .25 29 MP4A My_ -.003 .25 30 MP4A Mz -.014 .25 31 MP4A Y -14.5 1.25 32 MP4A My -.003 1.25 33 MP4A Mz -.014 1.25 r 34 MP5A Y -49.75 .25 RISA-3D Version 15.0.2 [C:\...\...\...\...1...1...\...\...\...\...\...\...\171654-VZW_MT_LOT__A_H.r3d] Page 10 Com�my : TowurEngoenhng8ok�nno May 5.2O2 Designer � Ju�aReoon�o �35PN �� Job Number � P�e�Nn.1�47�9 Ch��dBy___ ��N�� Model w4 � m Name � 1r1O� � _�T_LOT_Geo�_V Member Point Loads (BLC I : Antenna Q) (Continued) Member Label DirectionUu��[U�k�l_--_- _ uoc@tgd�yQ_- _35 KAP5A yNy -.DOg 35 MP5A Mz __-.049 .25 _37 yNP5A Y -49.75 2.25 my __ -.009 2.25 39 MP5A yNz `049 2.25 40 ____MP1A __Y -70 __.75 41 KAP1A .012 75 K0p1A K8z .OGQ J6 _43 K82 Y -43 2 _44 M2 My _ -.021 2 _ yN2 K8z O 2 _46 KAP2A Y -10.4 5__ _47 yNP2A My .001 5__ 48 P K0o .008 _ 6 Member Point Loads (BLC 2: Antenna Di) Member Label Direction _- Magnitude[lb.k-Ilt] Location�.�] __1 Y -15285 .26 2 MP2A MY _____ ' -.027 '25. 3 yW K8z -.151 �5i____ _4_ MP2A Y 7 _ 5MP2A My -.027 _ O KAP2A K8o -.161 7 yNP3A Y -152.85 .25 _ 8 YWP3A My -l27 .25 S YNp3A K8o -.151 .25 10 K8P3A___ Y - 7 11 P3A My 7 / ---' --- ----' ! l� YN�8/4 K8�� -.161 13 YNP1H Y -1 .25 14 K8P1A &0v ____ -.QJJ .25 15 K8z -]87 .25 _ _16 |NP1A _ Y -180J82-_- 7 _ _17_ _ MP1AK0y _- -.033 7 18 Ymp1A KAa -.187_ 7 _ 19 KAP2A Y -78.526 75 -20 __------ A __-1WY -_ .014 75 _21 1Mp2A K8z .077 .75 2 Y -78.525 .75 23 yNP3A .014 .75 _24 K0P3A lMz .077 .76 _ 2 1.5 36 -.055 1.5 27 K82 _ Mz O 1.5 28 404A �y �� 29 K8P44 _K�L -.OD^ .25 _ _<30_ M94A- ________.25 ___ 31 K8P4A _ Y '21.153 125 K0 _ _3� �4� ___ -��4 1� K8z -.021 -__ _1.25-_-___- _34 K8P54 Y __. '57.011 .25 RISA'3D Version 15.0.2 [Ci'\'\'\'Ll�ll�l'\'\'\�l171G54-V�VV_�T_LOT_/�_H�r3d] Pooe11 � Cumpany � Towe,Engk�ohngSuk�on» May 3. 2V21 Designer JuqgeRooendaz 3:35PN Job be � P�e�No.|��9 Ck��dBy__ ' IIIRISAModelNome 171554-VZW_MT-LOT_GnmorA_M Member Point Loads (BLC 2 : Antenna Di) (Continued) Member Label Direction ___Mpkqitudo[Ib,k-It1 Location[t,0/6�1____- | 35 My -.CM '25'__- � 36 _ KHP5A _ K8z -.[5G ______ _37 _ Y -57,O11 225 30 NYP5A MY -.01 2.25 39 MP5A k8z `056 225 _________ 40 YNP1A Y -60.588_______ _41 MP1A My .011 75 � _42 K0P1A KHz .OG .75 _43 K82 _ Y -208.68 2 _ � _44 &A2 My -.104 45 YN2 K8z _ 0 2 46 MP2A Y -17.395 5 � 47 YNP2A Nh .002 5_ _ 48 yWo .013 5 � Member Point Loads (BLC 3:AKVtenna Wo (0 Deg)) Nem�� 0r &� 1 yNp2A ----- -��-r— �� 2� --' �2A ---- --- ------ �5 --- _ _ 3 KAp�A Mx �36 � � 4 KAP2A _ x 0 7 6 yNP2A z -76673 K8P2A K8u .078 7 7 YNP3A .25 | --------- -------- --------- '_ � K8P3A ---=----?8.G73 .25 9 KAP3A YNo .D .36 _ 10 MP3A 7 _ 11 MP3A z | 7_ _ 12 J03A Mx 7 13 MP1A ___ x 25 _ 14 KXP1/\ 3.1 .25 K0P1A Mx .25 _18 K0P1A x0 7 17 KAP1A z -83.137 718 _ K8P1A _--_- K8x D82 7 _19 K8P2A x O 75 20 MP2A z -3I35 .75 21 K8P2A Mx '�033 �75 -� 22 K0P3A x U .75___ _23-__ MP3A z 35 �75 | ---- ---- 24 K0P3A Mx `033 _.75___. 25 KA2 x O 1.5 _28 KAJ_ z -72.764 1.5 | 27 Mx� O 1.5 ' ----- --------/ _28_ kAF4A �* � 25� _ 28 MP4A | z -8.G57 .25_____ KAP4A Mx _ .009 .25 31 K0P4A x O 1.25 32 P4A z 1.25 33 K0P4A _ Mx .009 __. 1.25 ' _34_ yNP5A x 0 _ .26 R%SA-3D Version 15]3.2 [Ci'LLLLlllll'LL\171G54-VZVV_�T_lDT_A_H�r3d] Pogm12 / Company Tower Engineering Solutions May 3. 2O21 Oooigmo, JmgoRasondeo 3:35PM � Job be � P�*�Nn.1��9 Checked By ! IIIRVIAModel Name 171654-VZW_MT-LOT-GnctnrA_H Member Point Loads (BLC 3 : Antenna Wo(0 Deg)) (Continued) _ Member Label ��«��m _��[��____- | 3S �� T - -2�L849 � - _--_ -_�'�� -_-_-_-__ � _-_ ' . K8�� 23 .2� ' -- � 37 K8P�� O 2.25 ---- ------- - � _38 K8P5A _ z -23i849_ 2'25 � 39 K8P5A Mx� .023 2.25 40 PNP1/\ x O _ 75 _ � YNP1A z -23.088 75 . L42 1A _ Mx -.033 J5 _ 143 K82 x 0 2 _ _44 K82 z -120.227 2 i 45 K82 Mx D 2 � 46 YNP2A x0 5 � _47 K8P2A / z 5__ _ n __. ' -]004 _ 5 _ Mernber Point Loads (BLC 4 : AnKeMna Wo (30 Deg)) ' ��mho,�a�� __ Lo��mD . _ 1 YNP2A �K .26 -_ - � 2 ____ K8P2A .25 � 3 MP2A Mx .683 .25 / 4 �� SJi8�� 7 | ' ------ --------- --- 5 YNP2A _�� -��47� 7_ _ . 8 MP2A y�� _ .083 7 7 K8p3A x 53. .25 B MP3A z -93.472 .25 / 9 Mp3A YN� 083 .25 | --' -- -----� | 1� KAP3A _x 53.986 _ 7 | 11 MP3A z -93.472 7 Mx .083 7 i 13 K8P1/� �� 83�4�� 25 | _--- -_ - 14 K8P1A -109.907 .25 15 KAP1/\ Mx DST .25 16 MP1A x 63.455 7 | 17 _ K4P1A J -108.807 7 | 18 KAP1A _-_----_- Mx __--_.{BR, -__-7 _-- � 19 yNP2A -x __--- - 7S . _2{[_ KAP2A -35i856 _31 YNP2A Mx -.032 75 _ 22 K8F\3 \. |* _20701-__ J5 _---_ _23 NYP3A _ 75____ 24 NYP3A | 26 _� 1.5 | -- 26 M2 z -56829 1.6 _27_ K82 yWx -.016 1.5 28 KAP4A 5�S4 ��5 | — -------- ---- ------- ' 29 -8.169 .25_____ [ --- ------------ _30 MP4A K0x_ .008 .25________ 31 YNP4A x 6.394 1.25 | �P�A _� -S�1GB . _32_- ___-- __- _ 1.25 33 WINA K8x _ 1.35 34 P5/\ .25 ' � Company Tower Engineering Solutions May a. 2O2n Des igmor JoqgeR000ndez 3:35PM ��)� Job Number � Pn4emNo. 10V47*29 Checked By �� SA Model Name 171654-VZWJNT-0T-SemonA-M Member Point Loads (BLC 4: Antenna Wo (30 Deg)) (Continued) _ 35 P5A z _ .25 | 36 MP5A_ Mx .02 _ .25 _37 K8P5A x 15.351 ' 2.25 � 38 K8PSA __. 2.25 39 MP5A Mx .023 2.25 � _40 KAP1A x 13.375 � 41 MP1A z '23167 _ .75 . 42 KAP1/\ -��2 J5 43 KA2 x 67.968________ ___-2 ` 44K82 z -100.3 45 YN2 Mx -.023 ___2 _46 MP2A x 2.972 _G 47 MP2A z ___'5.148 5____ / 48__ ___N|P2A_ Mx -.003 5 _ Member Point Loads (BLC 5: Antenna Wo(60J0eg) Member Label Direction Wagnkjde[lb.k-C__ Locat��] 1 K0P2A x 128.68 .25 K0P2A ' z .25 3 MP2A Mx ___ D5 .2 MP2A x ____ 126.68 7 _ yNP2A z -73.139 7 YNP2A Mx D5 7 YNP3A X 13668 25____ 8 .KA93A z .25 MP3A Mx 06 .35 _10 K8P3A �� 1266 7 11 � 7 | �~^~~�- __- � i3 yNP3A _ __7 13 MP1A JC 156.407 .25 14 MPIA _Z -90.302 .25 15 K8P1/\ YN� .OG2 .25 18 MP1A x 156.40 7 17 K8P1A 7 18 MPIA Mx---_---- _----7 18 NP\2 \ _ x 44.41 _ .75 _20� K8p2/ z 75 _21 YNP2A Mx 75 22 K8P3A �� _44�1 JG 23 yNP3A z '25.64 75 _24 KAP3A K8u -.018 .75 _26' M2 x 43.855 _ 1.5 26 M2 z '25.32 1.5 7 kA3 Mx -.032 1.5 �28 MP4A x 11.007 .35 29 YNP4A z -6.355 .25 '30 KAP4A Mx .004 .28 | 31 _K8P4A x 11.007 1.25 32 z -6,365 ' 1.25 _ _ 33 K8P4/ 1.25 _34 yNP6A x | 33,485 .25 ' Company Tower Engineering Solutions May 3. 2O2 oonigmor Jmgenesandeo 3:35PM � ��]�� Job Number � Project No. 10047429 Checked By � I�� SA Model Name 171654-VZW-MT-0T-Secto»A-H Member Point Loads (BLC 5: Antenna Wo (60 Deg)) (Continued) Member Label _ D��m uo@u��0K.%l___-__' 35 yNP5A T- -16L382 .25 --- --- _MxL_. .01 _ .25 37 yNP5A x 33.485 2.26 38 mYP5A � -1E�332 225 ' 39 MP5A ---- .013 225 Y 40 K051A |( 27.057 � 41 KAP1A z _ -15.821 .7542 P1A ---.Oil_��11 7643 _ K0x82 x 92.91 2 ' 44 M3 _ z -53.841 2 � 45 M2 Mx -.046 2 ' 46 KAP2A ___ 6.058 5_____ _47_ - M 5 | 48 YNP2A Mu / 5 Manber Point Loads (BLC 6 : Antenna Wo (90 Deg)) _Member Label ��Q»»u*Dq�O___ __ Lf��*%] r-1 K8P2A --------- --- 364 __.25 2 Mp2A � 0 __-.25 | 3 K8P2A YN� - �27 �5 _- � 4 MP2A x 153.304 7 5 MP2A z O 7 8 102A Mx `027 7 _7_ -- MP3A x 153 .25 8 P9A z O .25 YNP3A _ Mx -.027 .26 10 kAP3A x 153.364 7 K8P3A z d 7 _12 MP3A Mx 02 7 ------ 7 13 YNP1A x 190.526 .25 _14 yNp1A z 0 .25 15 �p_ 1A -.D33 25 18 �P_1A _ X 190.526 . 17 MP1A z 0 7 _ _18_ -_88P1/�. --_ 19 --_-_1mP2A -- x 53.105 ' J5____ � 20 K8P2A-_— z O J5 _21 YWP2A K8n .008 J5 22 _80P3A' __x_-__-_- 53.105 .75 _23_ VUP3A z 0 J5 24 K0p3A Mx �� _ .75 26_ KA� x 43.264 1.5 _28- _--M2 z O 1.5 27 K02 Mx -.022 1.5 � 28 yNP4A _x 13i102 �5 _ __29 KuP4A z O .25 _30 K8P4A __ K8 -.002 __-.25 � 31 MP4A x 13.102 1.25 ^32 z [ _ 1.25 __ | 33 P4A | _ 1.25 � ! _34 YNP5A__ _ Company : Tower Engineering Solutions May 3, 2021 Designer : Jorge Resendez I 3:35 PM Checked By. IIRISA Job Number :: Project No. 1 00h/141.7421.09 T_SectorA_H Member Point Loads (BLC 6 :Antenna Wo (90 Deg)) (Continued) Member Label Direction Mggpitude[lb,kAlt Location[VM 35 MP5A Z 0 .25 36 MP5A Mx -.007 .25 37 MP5A X 40.173 2.25 38 MP5A Z 0 2.25 39 MP5A Mx -.007 2.25 40 MP1A X 32.073 .75 41 MP1A Z 0 .75 42 MP1A Mx .006 .75 43 M2 X 102.968 2 44 M2 Z 0 2 45 M2 Mx -.051 2 46 MP2A X 7.189 5 47 MP2A Z 0 5 48 MP2A Mx .000936 5 Member Point Loads (BLC 7: Antenna Wo(120 Deg)) - Member Label Direction Magnitude[lb,k-Iti LocatiotAtt,51 1 MP2A X 105.745 .25 2 MP2A Z --61.052 .25 3 MP2A Mx -.078 .25 4 MP2A X 105.745 7 5 MP2A Z 61.052 7 - 6 MP2A Mx -.078 7 7 MP3A X 105.745 .25 8 MP3A Z 61.052 .25 9 MP3A Mx -.078 .25 10 MP3A X 105.745 7 11 MP3A Z 61.052 7 12 MP3A Mx -.078 7 13 MP1A X 127.093 .25 14 MP1A Z 73.377 .25 15 MP1A Mx -.094 .25 16 MP1A X 127.093 7 17 MP1A Z 73.377 7 18 MP1A Mx -.094 7 19 MP2A X 39.017 .75 20 MP2A Z 22.527 .75 -1 21 MP2A Mx .029 .75 22 MP3A X 39.017_ .75 i 23 MP3A Z 22.527 .75 24 MP3A Mx .029 .75 ---1 25 M2 X 43.855 1.5 26 M2 Z 25.32 1.5 27 M2 Mx -- -.022 1.5 28 MP4A X 9.848 25 • 29 MP4A Z 5.686 .25 30 MP4A Mx -.007 .25 -4- 31 MP4A X 9.848 1.25 32 MP4A Z 5.686 -4-- 1.25 33 _ MP4A Mx -.007 1i- 1.25 34 1 MP5A X 29.029 .25 , RISA-3D Version 15.0.2 [C:\...\...\...\...\...\...\...\...1...\...\...1...1171654-VZW_MT_LOT_A_H.r3c11 Page 16 Company Tower Engineering Solutions May 3.2O2 Designer Jmgoneaandez 3:35PM Job Number Project No. 1OO47428 Chenxed8y____ IIIRISA Model Name 171654-VZW_MT_L0T_8emorA_M Member Point Loads (BLC 7: Antenna Wo (120 Deg)) (Continued) Member Label Direction 35 MP5A .25 38 MP5A 37 MP5A x 29.029 2.25 _38 KAP5A _39 MP5A K8u `022 2.25 _40 MP1A _ 24.604 .75 41 K8P1A z 14.206 75 42 A Mx D18 J5 � �43 YN2 x � 44 � ��iG41 2 _ _ 45 K82 Mx -.046 2 _4r, _ MP2A ��_-_ 5__-_' 47` | z 3.168 _ 48 Member Point Loads (BLC 8:AnKenna Wo (150 Deg)) _-_- _Member Label Direction M 1161 ----u��ui _1 MP2A x 41.878 YNP2A^ z _ 72.537 .25 3MP2A Mx `078 _ 4 /NP2A �� 41.879 7 _ ' S YN92A z 72.537 G 2/� Mx `O79 7 7 K8P3A x 41.879 .25 8 MP3A Z 72.637 .25 Mx `079 .2 _-x�_--_--' ---_-__�N� 11 MP3A z 72,53712 __ /\ `079 7 13 yNP1A x 46.53 .25 _14 KAp1A _ _ z 80,592 .25 ________ -15- MP1AMx `087 � 16 KAP1A x 4653 7 17 K091A z 80.582 7 _18- --_-_- yNm -.087 _19 K8P3A x 17.688 75 _.20_ KAP2/\ z 30.46 75 � _21 P2A Mx .033 75 _22 K8P3A ___x 17.588 ^76_____ � 23_ P3A __z 30.463 .75 _24 KAx .033 x 32.695 tS__________ � _26- M2 z 66.628 1.5 27 M2 K8x -.016 28 K8P4A x 4.825 .25 _29 yNP4A z 8.81 .25 � 30 YNP4A Mx -.00B .25 � 31 K0P4A x 4.625 1.25 � _32�. ------- z --__' 8.01 � _33- NINA- _ K8x -.009 1'25. i K8P5A x _-___^ __' .26 ` Commmy � TmverEng�nohn0Gok�ono May 3. 2O2 Designer JorgeRoeondez 3:35PM 1�|�� Job Number � Project No. 1��S Ch��dgy__ �� SA Model Name 171654-VZW_MT_LOT_SamorA-M Member Point Loads (BLC 8: Antenna Wo (150 Deg)) (Continued) Label D-hrectiom _�Mu _35K8P5/\ z < 21.96 --_.25i_--___ | 36 ____ Mx -.024 .25___ > 37 KXP5A x _ 12.679 2.25 38 M P5A z 21.96 2.26 _39 yNp5A Mx `024 2.25 40 MP1A x 11.859 75 41 z 20.714 � 4 K8o �5 ' 4------ ----- -- 57�9SS -- ----' - _ 44 K82 z 100.303 __ 2 45 K8� &8x -.029 2 _46 MP2A �� 2.G41 6 _47` K8P2A z 4.575 5____ 48 KAP2A _1Nx .004 |_ 5 Member Point Loads (B8-C 9:AnKenna Wo (180 Deg)) Member Label Direction Longkqn#�%0_ | 1 yNP2A O- -- — 25- ' - � | __2 KAP2A z / 76.673 __.25 3 K0P2A Mx -.076 .25 _ 4 K8P28 k 7 G K4P2A z 76.873 _ 7 | 8 K8p2A __K8x -.078 _ 7 _ 7 K8P3A __-x O ___ _.25 8 K8P3A z 76873 . .25 S K8P3A Mx -.078 .25 10 K8P3A X O -.7_____. - _11_ MP3A z 78.673 7__ 13 MP3A &8x `076 _ 13 MP1A x U .26 14! YNP1 � 8��1�7 _ �5 / 1� YNP1A Mx _ -.082 .25 16 yNP1A x ' O 7 _ 17 YNP1A z 83.137 7 18 K8P1A K8u -l-83 _ 7 _Y{� K8P2A x O 75 _2MP2A z 33.35 75 21 YNp2A Mx .033 75 ( -- -- | YNP3A _ x __U .75----- --23 MF3A 2 33.35 75______ _ _24_ K0P3A Mx .033 .75 x O 1.5 26 K82 z 72.764 1.6 27 M2 Mx 0 1.5 08 _ K8P4A x D .25 39 YNP4A � 0�57 .25 ! - _ _ | 30 MP4A Mx -.000 _ .25 31 MP4A x O 1.25 32 A z 8.857 MP4A Mx -.038 1.25 .-34-_-- K896A | x _~ R|8A-3O Version 15U.2 [Ci'\'\'LLl�l�i�1'\'\'\'\171G54-V�VV_�T_L[>T`/\_H�r3d] Page18 Company : Tower Engineering Solutions May 3, 2021 II , Designer : Jorge Resendez 3:35 PM Job Number : Project No. 10047429 Checked By. Model Name : 171654-VZW_MT_LOT_SectorA_H Member Point Loads (BLC 9: Antenna Wo (180 Deg)) (Continued) Member Label Direction Magnitudeljb,k-ft] LocationALK 35 MP5A 1 Z 23.849 .25 . 36 MP5A Mx -.023 .25 37 MP5A t- X 0 2.25 38 MP5A Z 23.849 2.25 39 MP5A Mx -.023 2.25 _40 MP1A X 0 .75 41 MP1A Z 23.088 .75 42 MP1A Mx .023 .75 43 M2 X 0 2 44 M2 Z 120.227 2 45 M2 Mx 0 2 46 MP2A X 0 5 47 MP2A Z 5.088 5 48 MP2A Mx .004 5 Member Point Loads (BLC 10: Antenna Wo (210 Deg)) Member Label Direction Magnitudelb,k-111 _ LocationlItyl f--- 1 1 MP2A X -53.966 .25 2 MP2A Z 93.472 .25 1-3 MP2A Mx __. -.083 .25 4 MP2A X -53.966 7 5 _ MP2A Z 93.472 7 6 MP2A Mx -.083 7 7 MP3A X -53.966 .25 8 MP3A Z 93.472 .25 9 MP3A Mx -.083 .25 10 MP3A X -53.966 7 11 _ MP3A Z 93.472 7 _ 12 MP3A Mx -.083 7 _ 13 MP1A X -63.455 --- .25 , -- 14 MP1A Z 109.907 .25 15 MP1A Mx -.097 .25 16 MP1A X -63.455 7 17 MP1A Z 109.907 7 18 MP1A Mx -.097 7 19 MP2A X -20.701 .75 20 MP2A Z 35.856 .75 21 MP2A Mx .032 .75 -, 22 MP3A X -20.701 .75 23 MP3A Z 35.856 .75 24 MP3A Mx .032 25 M2 X -32.695 1.5 26 M2 Z 56.629 1.5 27 M2 Mx .016 1.5 1 28 MP4A X -5.294 .25 , 29 MP4A Z 9.169 .25 MP4A Mx -.008 .25 r- 31 MP4A X -5.294 1.25 32 MP4A Z 9.169 1.25 33 MP4A Mx -.008 1.25 34 MP5A X -15.251 .25 RISA-3D Version 1 5.0.2 [C:\..A..\...\...\...\...\...\...\...\...\...\...\1 71654-VZW_MT_LOT_A_H.r3c1] Page 19 Company Tower Engineering Solutions May 3.202 Des igme, Jmgenooendez 3:3*PN Job Number Project No.10047429 Che cked IIIRISA Model Name 171654-VZWJwT-0T-Sectom_U Member Point Loads0B8'C 10: Antenna Wo (210 Deg)) (Continued) Memhe/iabef Direction -MhagmyudeD�k-�____- -__-_ / qq*L1_ _35 yNp5A z ___ 26.418 .25 38 __ MP5AK8x -.023 .25 _ YNP5A x -15.251 2.25 38 MP5A z 26.418 225 _39 YNP5A Mx -.023 _ 2.25 _40 -__MP1A __- x -13.375 . _ _41_ K8P1 33.167 _ _42 K8P1A Mx __. .02 75 _43 K82 x 2 _ _44 K82 z 2 45 M2 YNn .029 2 ----- x 4�972 _47 _KAP2A z 5.148 5 _ -48 K8F�y\-- _-_ yNx �O3 _ _ Member Point Loads (BLC 11 Antenna Wo (240 Deg)) _-_- - mw��j Label |m/e�i� |��nm@��-_ ��- - A - x -t288O - 25 _ 2 K8P2A z 73.139 _.25 -3 MP2A Mx -.05 - .25 - 4 MP2A x___-_-- --126}68-_-_ 7 _ S MP2A z _ 73.139 7 _ 8 �F�A Mx 7 YNP3A .25 _ 0 MP3A z 73.139 .2G yNP3A Mx -.05 2� _Y{} yNp3A -126.68 _11 K8P3A z 73.139 7__ _12 MP3A K8n -.05 13 K8P1A x -158.407 .25 K8p1A z 90.303 .25 _15 MP1A yNx -.082 .25 16 ___. YNP1A x 7 _ 17 Pi/\ z 90.302 _18 MP1A Mx -.063 _ 7 K8P3A x -44.41 75 _ _28 K8P2A z _ 25.64 75 21 MP2A Mx _ .018 J5 _�22 yNP3A x ___-44.41 .76 _ _23_ YNP3A z 25.64 .75 K0P3A Mx D18 .75______ _ -25-_-_ yN2 x -43.855 1.6 _ 26 KA2 z 25.32 1.5 _27' yW2 Mx .022 1.5 28 YNP4A x -11.007 .25 _29 KnP4A z 6.355 .25 _30 -_-K0P4A_- _ .25 31 YNP4A _� -11�OO7 1�25 � -_ __. . � � 6.355 1.25 33 | rNP4A Mx 004 1.25 1MP5A -------- RISAr3D Version 15l)2 [Ci'LLLL1lll1'LL}171654 T`A_H.r3d] Poge20 Compaoy � To~erEngmenhngGok�nns May 3. 2O2 Daoignor JmQeRoeendez 3:35PN IIIR J� N��r � P�w��. 1��9 ��dBy _ �SA �odeIwame 171654-V7lN_MT_LOT-8ectorA-H � Member Point Loads (BLC I I : Antenna Wo (240Deg)) (Continued) Member Label Direction__ nitude[lb,k- Location[t.%]�� 35 MP5A 19.332 5 _ �36 P5/\ YNx -.013 .25 37 K0P -33.485 2.25 38 A8P5A z 19.332 225 _39_ —Mx 2.25 _40 0NP1/\ x _ -27.057 .75 KAP1/\ z 15.821 42 MP1A x 3 yN2 __X -92.91 2 � 44 K02 z 1 2 _ 45 KA2 K8w _ .048 2 46 MP2A x -6.058 5____ 47 K0 3�4�8 5 - _� 4� K8P2/\ Mx .002 5 Member Point Loads (BLC 12: Antenna Wo (270 Deg)) __ _-____-memue[!uuel' Direction_-- -0ao»*udeDbJ±o1____ 1 yNP2A x -.153.364 _ .25 2 MP2A z O .26 --3 '25 _4 KAp2A _ x -153,364 7 MP2A z 0 _6 YNp2A Mx .027 7 ____MP3A x _ 8/ P34 z 0 _ ___ .26 S MP3A Mx .027 .25 1D __ Mp3A 453.364 7 11 yNP3A z 0 12 YWP3/\ Mx .027 _ 13 KAP1A _ x -190.528 .25 14 MP1A z O -__.25i____ _15 MP1A yNx .033 .26 16___ YNp1A x _____-190.526 7 _17 KAP1A z O 7__ K8g1A Mx .033 _7`__ K8P2A x -53.105 J5 _ 20 YNP2A z 0 J6 21 YNP2A KAo `009 76 _22 ---_-' K8P3A __---_ x --- -S3.1O8 75 - 23 MP3A z U 75 24 ___ K0P3A Mx -.008 .75 1.5 25 M2 x -43.264______ | 28 KA3 _ z O 1.5 ' _27 K82 Mx .022 1 | 28 KHP4A x -13.102 .25 / 29 z O .25 30 MP4A Mx �U�2 .35 31 _ YNP4A x 43.102 1.25 32 MP4A _z U 1.26___-__-__ Mx .002 K0P5A x -4 .25 | � RISA'3DVamicm 15.0-2 [Ci' 71654'VZVV_MT_LOT_A_H.r3d] Pegm21 ------------------------------------------------------------------------------------------------------------ -------------------� � Compony Tower Engineering Solutions May 3. 2O2 Designer JoqgeReoondeu 3:35pM Job Number Project No. 10047429 CheckedBy__ IIIRISA Model Name 171054-VZW-MT-LOT-SectorA-M Member Point Loads (BLC 12:Antenna Wo (270Deg) (Continued) Member Label Direction LooatiomD&*%L___ 35 K8P5A z O 3 6 K0P5/\ Mx _ .007 .26 | 37 yNP5A �C -40.173 2.25 ! -3� K8 _ z 0 ------- 2.25---- i KAP5A K8� 2.�5 _~-^--_-' - _ -___- � 40 KAPiA �� -32.073 .75 _ � 41 MP1A z __. 0 J ! �42 K8P1A Mx `0]O .75 _43 M2 x -102.988 2 | 44 KA2 z D 2 | 45 yW2 Mx .051 2 � _46 _ MP2A x 7.18Q _5_____ � 47 MP2A z O 5 48 MP2A 5 Member Point Loads (BLC 13:Antenna Wo (300 Deg)) __. Member Label Direction Lwca6IqnUftO�_ _ | 1 A �� } -1O5745 �5 ( --' ---- ----- -- � ------' --- 2W2A z -61.052 .25 M P2A 4_ K8P2^& _x -105J45 __7` 5 MP2A z -61.052 7 6 KAP2A Mx .078 T ( __7 MP3A x -105i746_. - .25 � K8P3A � -81�O52 .�6 _-' � S K8P3A � �35 ' ---'----� ------ ------ ----------� ----- K8P3A -1 7 _ � 11KAP�� '81l52 7 _-=-_----__ ' 12 MP3A �O7 7 } ------ --=~-~�~ -------- -~^�-------- -------- --- -------' 13/ 127 25----- -- �Z�� -------- - �OS3 | ------ � ---- | 14 yWP1A -73.377 .20 15 MP1A K8� .O94 .25 18 YNPtA x -127.093 7 17 KnP1A z -73-377 7 18 -_-- -88IP1/\ Mx .094 719 _�yP2A �� ____-B�O17 76 _ 2� &YP2A z -22.527 - .75�_- _21 K8P2A Mx -�D�Q_____� 75 _22 K8P3A ___x -39I17 76 | 23 K8P3A z -22.627 75 _ ' _24 KAP3A Mx -.029 J5 _ KA2 x -43.855 _____1.5 _ 36 M2 z -25.33 1.5 _ 27 K82 Mx .022 1.5 _ 28 K8P4A �_ -9.848 .25 20 _ K8P4A z �SG _ 38 K8P4A Mx D07 .25 31 4A x -9.848 1.25 3� -004A z 1.25___ ` ~ Mx 1�6 � -- -+----- --- ' ---- � 34 K0F5A ' __ 1_ -29.029 .25__________ [ -��------------ ----- ` Company Tower Engineering Solutions May 3. 2n2 � Designer JoqgeResendeo 3:35PM � Job Number � P��No.1��8 Checked By / IIIRISA Model Name 1716544ZVV LOT_GemorA_H Member Point Loads (BLC 13 : Antenna Wo (300 Deg)) (Continued) Member Label Direction (��pWu matiomD*Oo] | K8P54 � -1G7E� �25 | -- -- -- / _38 MP5A yNu .25__ _ 37 MP5A x 2.25 K8P5A z -16.76 2.25 39 MP5A Mx .023 2.25 _____ | 40 K8P1A _x -24.604 .75 | 41 KAP1A z .76 ! 42 K8P1A Mx _-.08__. _ 75 ! 43 &82 �� 2 | - --- ---- - _44 YN2 z -53i 2 _ | 45 KA ___ YNo .048 2 � 46 KAP2A x -_--6.485 _5-____ � 47____ K8P3A z .166 5 | 48 _ 2A�- Mx ___ -.003 ______ __ Member Point Loads (B8'C 14: AnKenna Wo (330 Deg)) Nembor Label grectkm Lpcatiom0,O/o] - K8P2A � -41 �25 / _--1 � 2 MP2Az -72587 .26 3 YNP2A K8w .25 __. | -- ---------MP2A ��-- ------------ 7 -'-'-' | __5 MP2A _ z -73.537 7 KNP2A K8m .079 7 7 K8P3A -41 878 �25 ! -------�' -- � -------' YNP3A Z -72.537 .25 | S MP3A Mx D79 .25 � 10 kP3A x 41.879 _ � M M _ z '72.537 7MP3A Mx 7 � 13 101A _� 46.53 .25_ _ � 14 P1/4 -BD5�2 .�5 ! --- --' ------'= -=-------- T------ -- | 19 1A Mx _.25____ | 18 K8P1/\ x -46.53 7 | 17 K8P1/4 ----- _z -80.582 7 | \ _18 _-1MP1A Mx .087 7 � 18 KAP2A x -17.688 75 | 30 K8P2A z '30.463 75_ ! 21 K8P2A Mx -.033 .75 _ � 22 MP3A x -17�68Q_ 75 - _ | _23 yWP3A z _-------30.463_______ .7-5______ | 24 VlP3A Mx 75�__ - ! _25_ K42 _ x 1.5 | _26 &82 z 1.5 _ 27 �2 Mu . 1.5 / 28 KdP4A x -4.62 .25 _ | 29 K8P4A z -8.01 .25 / _30. KAP4A KAz .009 .25 � 31 _ x -4.625_ / 1.25 ! _32_ KxP4A z -8.01 1.25 � --33 MP4A Mx .008 1.25_________ ! 34 MPY5A _ x ________�j�G79 .26 � � R|SA-3DVeroion 15.0.2 [Ci'\'\'\'L1�l�1�l'\'\�'\'\171G54-V2}N_y�T_LOT_A_H�r3d] Paoo23 - ---- -'-------------............---............. -- | | | Company Tower Engineering Solutions May 3.2O2 / Designer JnrgeReeendez 3:35PN | Job � Project Checked� n4 IIIRISA Model Name 171054-VZVv_MT_u}T_8ectuoA_n Member Point Loads (BLC 14: Antenna Wo (330Deg)) (Continued) � ___ . - -.--------Member Label Direction Magnkde[lb,k-t] _35 / K8P5A z -21.96 .25 _ 36 YNP5A Mx .024 .25 37 __1NP5A x -12.878 __2.26 38 YNP5A z -21.98 2.25 _ K0P5A YNn .034 2'25 � �40 K4P1A _x _ -11.9E9i 75 | 41 YNP1A z -20.714 75 � 42 K8P1A Mx -.022 � 43 M2 x -57958 44 M3 -100.383 2 � _45 KA2 Mx _ .029 2 MP2A �� -��841 S�~�---_--_- __---__ _-__--- ---_- �7 yNP3A -4575 5 | ___-- � ---__- | 48 Mx `004 _ 5 i | Member Point Loads (BLC 15: Antenna Wi(0 Deg)) | | Member Label Direction --__!4§Qnitude0b,x4U � 1 K8P2A x O .25 ' � _3 MP2A 714 _ _ .25 | 3 K8P�A .00S �25 _- ! 4 MP2A x O 7 K0P2A �- -8714 | -�----- - ---- -- -- ----- � 7-- --- | 0 KAP2A Mx .00B __7 YWP3A x O .26 | _ 8 K8P3A �_ z -8.714 .25 | YNP3A K8� ODQ �25_� _-_ _ ' ' ' 1O K8P3A x � 7 | 11 NYP3A z '0714 | 13 YNp3A � �O�B 7 | -'-------- ---------- ------ -- ' 13 KAP1A x O �35 | - 14 -- '- z -9.353----- 25 � 15 K8P1A �25 | -------- ---------�- -------- i 16 MPIA x O 7 | 17 YWP1/\ z -9.353 18 K0P1A .008 | 7 � 19 MP2A x- O .75__ � 20 ____&8P2A z -4.246 75 _ i _21 K8p2A 1Vx -.004 75 i _22 . K8P3A _ x 0 � _23- MP3A -_ z -4.246 __ 75 � _24 yNP3A NIX -.004 _ .75_________ � 25 yN2 x O 1.5�______ 26. KA2 z -8.362 1.5 27 K82 Mx O 1 5 ----' � � 28__. &8P4A �{ 0 .25 _29 MP4A z . .25_ _30 &AP4A Mx .001__--_ _ .25 31 K0P4A x O 1.25 32 K0P4A z -1.252 1.26 | 33 K0P4A Mx .001 126 | _34 K«p5A _ x�_ D | 25 FK|8A'3D Version 15.0-2 [Ci'\'\'\'Ll.l.. \'\171G64-VZVV_MT_L(]T_A_H.r3d] Page 24 �� i | Company Tower Engineering 8okxions May 3. 2Ou | Designer JnqgeRouandeo 3:85PM | Job Number Project No.10O4r429 ChecxedBy____ | IIIRISA Model Name 171654-VZW-MT-0T-SectorA-* i Member Point Loads (BLC 15: Antenna Wi(0 Deg)) (Con0nued) / Memberbxbel Direction i ----- 35 MP5A z -2.895 .25 � _36 KA Mx .00 .2 � 37 K8P5A______ x ____O 2.25 ! 38 yN z 95 2.25 | 39 KAP5A Mx42.25 � ^ O --- /� �� ----- ----~� ----- ---' ---- -- � _41 YNP1A z -3.047' J5 � 42 MP1A Kon `003 _---__'75__ / 43 yW2 _ x D 2 44 KA2 z 2 _ 45 K82 YNu O 2 __ 46 K8P2A x 0 5 - � 47 z _-.938 5�__ � _48 N1P2A K0u 5 Member Point Loads (BLC 16: AnKenna Wi(30 Deg)) Member Label DirectionDirection 0_-_--_- N1P x 5.887 .25 2 MP2A z -10.197 .25 3 MP2A o .25 4 MP2A x 5.887 7 _ | 6 MP2A z -10.187 1 7 ! 8 YNP2A yNn .O09 / 7 -_-__ - | 7 yWP3A x 5.887 .25 | 8 YNP3A z -1O�197 .25 S yWP3A Mx D | ---' � ��__--_-' . �- | 10 'c �� 5 807 7__ / _- � ----- i _11 K8p3A 2-__ _7. | 12 YWP e� ----____-p� �DU9 7 __ 13 YWP �� G 838 L �2� | ----- �-- � — — — | 14 N1P1A z -11.844 .25 | 1A ! ----16- ------- ---- -- ' 16 K8P1A x 6.830 7 /\ z 41.844 7 . 18 YNP1/\ yNm .01 7 19 Nyp2/\ x 2.655 75 � 20 MP2A z 4.428 75 | 21 _ MP2A Mx -.004 .75 ! 22 KAP3A x 2.555 .75 � --23 K8P3A z | 34 K8P3A Mx -. .75 __ � 25__ yN2 x 3 | 26 _ N0 z -8.578 1.5__ / _27 yW 2 Mx -.002 __1.5 � 28 P4A` �� 723 __�25 | - -- ------ z -1.253 .25 -�}O yNp4A Mx _.001 25 ! 31 P4A �� ? 1�25 | ______. __- -__ | _32 yNp4A z -1.253 125 33 MP4A Mx OO1 | � | _34_ yNP5A x 1.795 .25 ! ___ Company Tower Engineering Solutions May 3. 2O21 Designer JmgeResodez 3:35PM J� Num�r � P�e�Nn. 1�4r�S Ch��dByIIIRISA Model Name 171654-VZW_MT_LOT_GectorA_M Member Point Loads (BLC 16: Antenna Wi(30 Deg ) (Confinueco Member Label Direction � 35 P6A z 5 �p�� -_- ____- �"y K8P5A x 1785 2.25 _ / 38 ' 3.109 3.25 ! - | _30 P5A .003 ___ 2.26 4U_ -__-K8F' A �C .�7�1 �7� | ' ------- --- --- A-1 K0P1A z 35 � _42 MP1AYW� -.�O3 �95__ � _--_-- --_----_' � 43 0Y2 �� 2 _ � 44 YN2 _ z -11.13_____ | 45 YN2 YN� ��OU� 2 | _4S_ KAP2A x .516 5 | _47. z ------.894 _5 | 48 KAP2A yN� g3 5 _ Member Point LoMds (BLC 17: Antenna Wi(60 Deg)) Member Label Dirwction_ r � 1 K8P2A _ x _ 13.449 25 _ � _ 2 _ MP2A z -7.765 '25. hWik K8 .005 __.25 � --4 MP2A x 13.449 7 _ / 5 yNP3A -77G5 7 — -- � 005 -- - 7 - K8P�A o � � MP3Ax 13.449 .25 | KAP3A z -7765 .25 _ � S KAP�� x �0O5 �25 10 3A x 13.449 7 � M RiPM z -7785 7 12 P�� OU6 7 / '_ �' __--__- '" ' _--' _--_ � 3 K0P1A �� 1 _��G ��1 - � _14 &0P1A z -9.489 .25 | 15 KAP1A Mx �O6 �5 _ | 18 KAP1A x_ 16.438 7 | 17 KAP1A z -9.489 7 � \ 18 K8p1A 1Mx .00G 7 | 19 yNP2A x 5.344 J5 _2{}- yNp2A z -3.085 75 / 21 K8P2A Mx -.002 75 � _22 YNP34 ' x . 5.344 75______ K8P3A 2� -3.085 75 _24 K8P3A K8 -.003_— .75___ ' _26-_ 1N2-_ x 5.269 1.6 � _-26� M2 z -3.042 1.5 � _27 M2 Mu `003 1.5 | _28- _- K8F4A x -_--_-_-- -1.46 � 29 _ YNP4/\ z 3 .25 | _�� MP4A �� [�77_____ �� | ---- --' -- | 31 K8P4A x 1.48 1.25 | 32 K0P4A z `843 1.36 ______ 33 K8P4A ��5 | ----- � � — | 34 K0P54 x 3.048 -36 . RISA-3O Version 15.O.2 [CA'LLLL\'llll'LL\1716 (]T_/\_H.r3d] Paga2G �� ........... Company Tower Engineering Solutions May 3. 2V21 Deo�mm JmgeRooendeo 3:35PM � Job be � P��No.1��8 Checked By IIIRISA Model Name 171654-VZW-MT-0T-SectorA-M Member Point LoadsN��K� �� W ��m# � ' . Deg)) ' -' Member Label Direction | 36 _ z .25 | 36 . yNo . -26 | 37 K8P5A �� 848 2�5 � _ 3� NYP�A � -2�2222.25 -- - -- ------- - � 39_ K8P6A_ K8u _ 2.25 ____ � 40 KHP1A x 3.402 _ .75_ i 41 K8P1A z .864 .75_ � 42 KnP1/\ Mx -.001 JS � 43_ M2 x 10.38 3 44 � -5�8S3 _______ � 45 Mx -.005 2 � _46 --MP2A---- x -- 1.005 _6___ � _47 YNP2A z -.50 _�5 � _48 yNP2A 1mx -.000298 � Member Point Loads (B8'C 18: Antenna Wi(90 Deg)) / K�nnbor�a�� 0ra��n �ogn��0�h�l_ �*�U�U�� -__ __-- 1 K8P2A x 16233 .35 � 2 _ _ z 0 25 | -A _ _ MP2A Mx -.00P .25 � --4MP2A x 16.223 7 -_ � 5 K8P2A z O 7 _ � G K8p2A Mx -.{03 7 ! 7 K8P3A--------- �x 1G�223 25----------� � --' K0P3A -- --- O ---------- 25 --------- | �-9- K8P3A __-- ------ ---- 25 � _10 MP3A x 16`223 7 11 KxP3A � U 7 _ | 12 YNP NYw `DO3 7 __________ � 13 K0P1A x 18.958 .25 � 14_ K8P1A ' z 15 KAP1A Mx -. �)3 | �2 18 | K8P1A -- � --- 8 ----- ------ - - --- ------- � 17 |NP1A z 0 7 � | 18 K8P1A Mx -.003 7 � 19 K8P2A x 6.366 75 � 30 K8P2A �� 0 _ .75 / 21 K8P3A yNo D01 75 i 22 1MP3/\ x _G.3�6 __ _______ J5 _ _23 K8P3A O 75 _ ! 24 K8P3A JS _ | 26 K82 x 5328 15 | � � ------ 28 M2 z O 1.5 | 7 K8� 003 15 ----- ---- -- -' � '----------' 28 KAP4A x 173 .25 _ S N1P4A z O .25 �O K8P4A __Kx -.0003 .25 | 31 K8P4A �� 173 i�25 | — ----- - -- K0P4A O 1��8 | ----- ------- --- --- O0�} � 5 | -__33 - � 12_ _ _- � -�34�_- _ MP5A __-�- �4.601 _�_-�_-- .25__ R|8A-3D Version 15.O2 [Ci' \'\171O54'VZW_&4T_LOT`/\_H.r3d] Pmga27 [ ---- - | i | | Company Tower Engineering Solutions May 5. 2V2 | Designer JorguRmoondeo 3:55PN ! Job Number Project No.1OO47429 Checked By | 111RIZIA Model Name 171 � Member Point Loads (BLC 18: Antenna Wi(90 Deg)) (Confinued) | K0*mm��N �na�on K��n � 35 MP5A z .25 � -36- K0 Mx ---- `000799 .25__ � 37 MP5A x 4.601 2.25 � 30 MP5A z O 2��5 � 38 MP5A K8m -.000799 2.25- _40 -_- _ x 4]318 .75 _ 4 � 1 K0P1A � O 7S --' ------ -- --- -- � 42L MP1A Mx __ __ .75 � _43 M2 x 11��S 2 A82 z 0 2 _ � 45 _ K82 Mx _ `008 2 __ 48 MP2A x 1.185 _5_____ ! 47 K8P2A _ z 0 -5__-- -_- ! L48 _ 5 _ Member Point Loads0BLC 19: Antenna Wi(120 Deg)) � Member Label Direction � 1 �� ' 11�39B _ _ _-__- � 2 -__ z 6.581 .25 � 3 .Mx 25 � _4 - �� 11.��> 7 � 5 z 8�81 T � G --- ---' ------ ----- --�O08-------' 7 -------'-- Mx � 7 KAP3A x 11.398 � 8 _—KAP3A z 6.581 5 � 8 P3A Mu �5 � —10 ------ |� 1,399 � 11 MP3A _ z 8.581 7 ________ � 12 yNP38 _K8n 7 13 P1/� �� 13.541 .25 � 14 7.818 .2-5 � 15 K8P1/� �� -�O1 .25 _---_ _ _ u 1� �� 13 641 7 | __- � ---- ' � _17 K8F1A z 7.818 7_ i _18' __ K8P1A MIX 1 7 | _19 0YP2A x 4.765 .75 ! 20 YNP2A � 2 751 | ---' ---- � --- - .75 -----� �1 yNP2A Mx �OO� 7� | _- � | _22 yP3A �� __75 | ----- — - | 23 MP3A z 2751 .75_ / _24 __'_---Mp3A - __1Mx _- '004 -__.75' --_ | K82 5� ��_�� --- --' --- 1.5 --- - � 8A2 � 3�42 1�� | _2_ � _ ! 27 &82 Mu `003 1.5 ! 28 K8P4A x 1.33 5 KoP4A z .788 .25 _30 K8P4A - OOOS87 �� ! —' -__-__' . _---__-__' | 31 MP4A _- _-1.25- MP4A _ _ .25 � 33 MP4/A N1r -.000987 1.25 | | 34 KAP5A x . 3.382 | .25 ---- _ R|SA-3OVenoion 15.02 [CA ' 71654-VZVV_&YT_LOT`A_H.r3d] Page 28 ; Company : Tower Engineering Solutions May 3, 2021 I, Designer : Jorge Resendez 3:35 PM I RISA Job Number : Project No.10047429 Checked By Model Name : 171654-VZW_MT_LOT_SectorA_H Member Point Loads (BLC 19: Antenna Wi(120 Deg)) (Continued) Member Label Direction Magn du dejiblikitl_ Location[10/0] 35 __MP5A Z 1.953 .25 36 MP5A Mx -.003 .25 37 MP5A X 3.382 2.25 38 MP5A Z 1.953 2.25 - 39 MP5A Mx -.003 2.25 40 MP1A X 3.137 .75 --- 41 MP1A Z 1.811 .75 42 MP1A Mx .002 .75 43 M2 X 10.38 2 44 M2 Z 5.993 2 45 M2 Mx -.005 2 46 MP2A X .935 5 47 MP2A Z .54 5 48 MP2A Mx .000521 5 Member Point Loads (BLC 20: Antenna Wi(150 Deg)) - Member Label Direction MagnituderlbAll_ LocationlitN___-- I MP2A X 4.704 .25 2 -- MP2A Z 8.147 .25 3 MP2A Mx -- -.009 _ 25 4 MP2A X 4.704 7 5 MP2A Z 8.147 7 T 6 MP2A Mx -.009 7 7 MP3A X 4.704 .25 ---, 8 MP3A Z 8.147 .25 9 MP3A Mx -.009 .25 10 MP3A X 4.704 7 11 MP3A Z 8.147 7 12 MP3A Mx -.009 7 13 MP1A X 5.167 .25 14 MP1A Z 8.949 .25 15 MP1A Mx -.01 .25 - 16 MP1A X 5.167 7 17 MP1A Z 8.949 7 18 MP1A Mx -.01 7 19 MP2A X 2.221 .75 1_20 MP2A Z 3.847 .75 21 MP2A Mx .004 .75 22 MP3A X 2.221 .75 23 MP3A Z 3.847 .75 24 MP3A Mx .004 .75 25 M2 X 3.798 1.5 _26 M2 Z 6.578 1.5 27 M2 Mx -.002 1.5 28 MP4A X .648 .25 29 MP4A Z 1.122 .25 30 MP4A Mx -.001 .25 31 MP4A X .648 1.25 32 MP4A Z 1.122 1.25 . 33 MP4A Mx -.001 1.25 34 MP5A X 1.526 .25 RISA-3D Version 15.0.2 [CA...\...\...\...\...\...1...\...\...\...\...\...\171654-VZ1N_MT_LOT_A_H.r3d] Page 29 ...... __ Company Tower Engineering Solutions May 3. uVo1 ! Designer JorgeResedes 3:35PM ` Job Number Project No.10V47429 ChookodBy____ IIIRISA Model Name 171654-VZlm_MT-uDT_Ooctn*Ln Member Point Loads (BLC 20: Antenna Wi(150 Deg)) (Continued) | Member Label Direction �a�m�m(��l Loca\mm[t.%] | ----------------- 35 MP5A z 2.644 .25 � 36 _MP5A _ Mx -.003 .25 � 37 -K8P5A �� 2.25 ' --- ---- - � 3B K0P5A - � 2.644_ 2.25____. K0P5A Mx- _________-.003 2.25 � 40 1NP1A x 1.568 75 ' 41 yNP1/\ z 2J17 .75 _ �- � 42 K0P1A Mx .003 75 ! 43 MJ 6.426 2 KX2 z 11.13 2 | 45 M2 Mx -.003 2 � 48 yNP2� �7G 5 � '` ___-_-- ---_--- ' 47 K8P3A 824 5 . -__- -_- _ ; 48 KAP2A NYx D00871 5 Member Point Loads (BLC 21 Antenna Wi(180 Deg)) | Member Lobel ��`[�.�� *�km�.%l _ KAP2A ------T- - O [�� 25 -- - - ^^ | � - 2 MP2Az 8�714 / .25 | | --- ----------- --- --------- -1 _3 MP2A ex i - OOS 2� -_--_-_- � .---__-_ 5_______ � 4 K8p2A _�� _ U 7 ! 5 K8P2A 8�714 7-- K8P ----- OOS 7 | _1� ---- _--- 2�� - Mx ` | _ 7 K0P3A x O .25 | 8 K8p3A _ z 8714 __. .25 � 8 NYP3A 25 � � | 10 kAP x O 7 | 11 K0P3/\ z 8714 7 �� 12 K0P3A Mx -.009 _13 MP1A x D .25 14 K0P1A z | S�353 _�� ----- | ------- 15 MPIA Mx -.UOQ _ .25_ _16 MP1A x 0 _ _ 7 _17 KAP1A z _ 9.353 7 18 MP1AMx -.009 7 1B YNP2A �% O J5 _20 yNP2A z 4,246 75 ' _21_ K8P2A Mx � 0O4 7G | � _2C2_ MP3A x U 76 K8P3A z 4.24} 75 ___ -24_ _ _lNF�3A yNx' '75-__ - 25 |M2 x 1.5 26 K82 z _{8.352 1.5 ' 27 K82 Mx 0 1.5 _ 28 YNP4A x O .25 _ 28 MP4A 1.252 .25 _ JO MP4A Mx -.001 .25 _31 yNP4A x O _1.25 _32 MP4A z 1.252 1.25 � 33 -�UO1 1�25 -_- -_- ' �4 K8P�� O -35 ' --_-_-_ - - Company : Tower Engineering Solutions May 3,2021 Designer : Jorge Resendez 3:35 PM IIIRISA Job Number : Project No, 10047429 Checked By. Model Name : 171654-VZW_MT_LOT_SectorA_H Member Point Loads (BLC 21 : Antenna Wi(180 Deg)) (Continued) Member Label Direction Maglitucle[lb,k-ItL Location[ft,%] r-35 MP5A T- Z 2.895 .25 ' 36 MP5A Mx -.003 .25 37 MP5A X 0 2.25 ... 38 MP5A Z 2.895 2.25 39 MP5A Mx -.003 2.25 40 MP1A X 0 .75 41 MP1A Z 3.047 .75 42 MP1A Mx .003 .75 43 M2 X 0 2 44 M2 Z 13.285 2 45 M2 Mx 0 2 46 MP2A X 0 5 47 MP2A Z .928 5 L,±18 MP2A Mx .000685 5 Member Point Loads (BLC 22• Antenna Wi(210 Deg)) Member Label Direction Magnitucklb,k41 Location[11,541 1 MP2A X -5.887 .25 2 MP2A Z 10.197 25 3 MP2A Mx -.009 .25 4 MP2A X -5.887 7 5 MP2A Z 10.197 7 6 MP2A Mx -.009 7 7 MP3A X -5.887 .25 8 MP3A Z 10.197 .25 9 MP3A Mx -.009 .25 10 MP3A X -5.887 7 11 MP3A Z 10.197 7 - 12 MP3A Mx -.009 7 13 MP1A X -6.838 .25 14 MP1A Z 11.844 .25 _ 15 MP1A Mx -.01 .25 16 MP1A X -6.838 7 17 MP1A Z 11.844 7 18 MP1A Mx -.01 7 19 MP2A X -2.555 .75 20 MP2A Z 4.426 .75 21 MP2A Mx .004 .75 22 MP3A X -2.555 .75 23 MP3A Z 4.426 .75 24 MP3A Mx .004 .75 25 M2 X -3.798 1.5 26 M2 Z 6.578 1.5 27 M2 Mx .002 1.5 28 MP4A X -.723 .25 29 MP4A Z 1.253 .25 30 MP4A Mx -.001 .25 31 MP4A X -.723 1.25 32 MP4A Z 1.253 1.25 33 MP4A Mx -.001 1.25 I 34 MP5A X -1.795 .25 RISA-3D Version 15.0.2 [C:\...\...\...\..A.A...\...\...\...\...\...1...\171654-VZVV_MT_LOT_A_H.r3d] Page 31 . . .. _....„....„„.„......... Company : Tower Engineering Solutions May 3, 2021 Designer : Jorge Resendez 3:35 PM IIIRISA Job Number : Project No. 10047429 Model Name : 171654-VZVV_MT_LOT_SectorA_H Checked By Member Point Loads (BLC 22• Antenna Wi(210 Deg)) (Continued) Member Label Direction Run itudenb,k-ftl Location[ft,%] 35 MP5A Z 3.109 .25 36 MP5A Mx -.003 .25 --1 37 MP5A X -1.795 2.25 38 MP5A Z 3.109 2.25 39 MP5A Mx -.003 2.25 40 MP1A X -1.721 .75 41 MP1A Z 2.982 .75 42 MP1A Mx .003 .75 43 M2 X -6.426 2 44 M2 Z 11.13 2 45 M2 Mx .003 2 46 MP2A X -.516 5 47 MP2A Z .894 5 48 MP2A Mx .000593 j 5 Member Point Loads (BLC 23: Antenna Wi(240 Deg)) Member Label Direction Magnitude11001_, Locatiorat,_%1 1 MP2A X -13.449 .25 2 MP2A Z 7.765 .25 3 MP2A Mx -.005 .25 4 MP2A X -13.449 7 - 5 MP2A Z 7.765 7 6 MP2A Mx -.005 7 7 MP3A X -13.449 .25 8 MP3A Z 7.765 .25 9 MP3A Mx -.005 .25 10 MP3A X -13.449 7 11 MP3A Z 7.765 7 12 MP3A Mx -.005 7 1 13 MP1A X -16.436 .25 14 11/1P1 A Z 9.489 _ .25 15 MP1A Mx -.006 .25 16 MP1A X -16.436 7 17 MP1A Z 9.489 7 , . 18 MP1A Mx -.006 7 19 MP2A X -5.344 .75 20 MP2A Z 3.085 .75 21 MP2A Mx .002 .75 22 MP3A X -5.344 .75 23 MP3A Z 3.085 .75 24 MP3A Mx .002 .75 25 M2 X -5.269 1.5 26 M2 Z 3.042 1.5 27 M2 Mx .003 1.5 28 MP4A X -1.46 .25 29 MP4A Z .843 .25 30 MP4A Mx -.000577 .25 31 MP4A X -1.46 1.25 32 MP4A Z .843 1.25 33 MP4A Mx -.000577 1.25 34 MP5A X -3.848 .25 RISA-3D Version 15.0.2 [C:\...\...\...1...1...1...1...\,..1...1...\,..\...1171654-VZW_MT_LOT_A_H.r3d] Page 32 .., ,,,,,,,,,,,,,,,., , „s.rnnrarmr..rar.x.swza..sawrssxnrrsniedauuisrxirtsuffirad,.uyrdw u.aulsdeaaua/atapl}t}ffstllb}BtrsN/adJld.deldN#/NNN}t(usv iW}Jdrtaf4ddtulft4ffusirrlrNNt)aNds.NtMJNrrlfrHlfi/irttuwirNaffit£et&feafldadntd+s. Company : Tower Engineering Solutions May 3, 2021 I 'R ISA Designer : Jorge _ 3:35 kPM e Job Number : Project t No.No. 10047429 Checked By Model Name : 171654-VZW MT LOT_SectorA H Member Point Loads (BLC 23: Antenna Wi(240 Deg)) (Continued) ' -- _____ ---- Member Label -_ -Direction -- Mean itudellb,k-ft1---- - Location VA]%] 35_ MP5A Z _ 2.222 .25 - 36 -- -_MP5A _ --__-_ Mx - - -.002 - - - .25 - -- ' 37 _ MP5A X -3.848 _2.25 _ 38 -- -MP5A Z ---- - 2222 2.25 _____ _39 MP5A Mx -.002 2.25 - ------------ --- ---------- 40 _ MP1A MP1A X -3.402 .75 41 MP1 A Z 1.964 - .75 --------- ----- 42- MP1A Mx .001 .75-_ 43 M2 X - --------------- -10.38 -- - 2 - 44 M2 Z 5.993 2 45 M2 -- -- Mx .005 2 ---46 __ MP2A X - -1.005 _ 5 47 - MP2A - Z .58 5 -48 _ _ MP2A Mx ` .000298 - 5 Member Point Loads (BLC 24: Antenna Wi(270 Deg)) _ _ Member Label_-_ Direction Magnitudellb k-1 T LocationjL ]__ 1 MP2A -_ X -16.223 .25 2 MP2A Z - - 0 T - .25 3 MP2A Mx .003 - .25 - - -4 MP2A X --- -16.223 -^- 7 5 MP2A Z 0 7 6 - MP2A Mx --- _ .003 7 ------ --- _7 _-____ _ MP3A X 16.223 .25 8 MP3A __--- Z 0 .25 -- - 9 -_- MP3A Mx .003 _ .25 10 MP3A X -16.223 --_ 7 -------------- 11 MP3A- Z 0 - - - -- 7 12 MP3A Mx .003 7 ---------- --- ----------------- --13 MP1A X -19.958 .25 14 MP1A Z - 0 .25 15 MP1A Mx .003 .25 16 MP1A X -19.958 - - 7 17 - __MP1A Z --- - - - 0 7 18 , MP1A Mx .003 7 - - 19 MP2A X -6.366 .75 � 20- MP2A - - Z --- ---- 0 .75 21 MP2A Mx--�-- ---�---.001 ^--- .75 22 MP3A X _-6.366 .75 23 _ --- MP3A Z -- -- 0 .75 24 MP3A Mx -.001 .75 --- -- 25 M2 - --- X -- - -5.328 -- - 1.5 _ 26 M2 Z--- 0 ---- 1.5 _ 27 M2 Mx .003 1.5 - - 28 MP4A X -__ -1.73 .25 29 MP4A Z 0 .25 30 ----MP4A Mx --- ----------- .0003 .25 _31 MP4A ----- X ------ -1.73 1.25--- --- 32 _ MP4A Z 0 1.25 33 MP4A Mx .0003 -�-- 1.25 --- --------- --------- ---------- ----- ------ ------ 34 - -- - MP5A - -- - X -4.601 .25 - RISA-3D Version 15.0.2 [C:\...\...1...\...\...\...1...\...\...\...\...\...\171654-VZW_MT_LOT_A_H.r3d] Page 33 1 1 Company : Tower Engineering Solutions May 3, 2021 Designer : Jorge Resendez 3:35 PM IIIRISA Job Number : Project No. 10047429 Model Name : 171654-VZW_MT LOT SectorA_H Checked By Member Point Loads (BLC 24: Antenna Wi(270 Deg)) (Continued) Member Label Direction Mgfflitude[lb,k-ttl Location[tt,%1 35 _ MP5A Z T 0 .25 36 MP5A Mx .000799 .25 - - 37 MP5A X -4.601 2.25 38 MP5A Z 0 2.25 ._, _ 39 MP5A Mx .000799 2.25 40 MP1A X -4.018 .75 41 MP1A Z 0 .75 42 MP1A Mx -.000698 .75 43 M2 X -11.553 2 44 M2 Z 0 2 45 M2 Mx .006 2 46 MP2A X -1.185 5 47 MP2A Z 0 5 - 48 MP2A Mx -.000154 5 Member Point Loads (BLC 25: Antenna Wi(300 Deg)) Member Label Direction Magniludellb,k4] Locationlitt%1 1 MP2A X -11.399 .25 2 MP2A Z -6.581 .25 3 MP2A Mx .008 .25 4 MP2A X -11.399 7 5 MP2A Z -6.581 7 _ 6 MP2A Mx .008 7 7 MP3A X -11.399 .25 8 MP3A Z -6.581 _.25 9 MP3A Mx .008 .25 / 10 MP3A X -11.399 7 11 MP3A Z -6.581 7 12 MP3A Mx .008 7 13 MP1A X -13.541 _ .25 I, 14 MP1A Z -7.818 .25 15 MP1A Mx .01 .25 16 MP1A X -13.541 7 17 MP1A Z -7.818 7 ---1 18 MP1A Mx .01 7 19 MP2A X -4.765 .75 ----I 20 MP2A Z -2.751 .75 21 MP2A Mx -.004 .75 i 22 MP3A X -4.765 .75 2 23 MP3A Z -2.751 .75 24 MP3A Mx -.004 .75 - r 25 M2 X -5.269 1.5 26 M2 Z -3.042 1.5 27 M2 Mx .003 1.5 28 MP4A X -1.33 .25 29 MP4A Z -.768 .25 30 MP4A Mx .000987 .25 31 MP4A X -1.33 1.25 _ 32 MP4A Z -.768 1.25 33 MP4A____ Mx .000987 1.25 34 MP5A X -3.382 RISA-3D Version 15.0.2 [CA...\...\...\...1...\...\...\...\...1.„V..\...\171654-VZW_MT_LOT_A_H.r3d] Page 34 1 i � Compony � TnwmrEngk�ahngGok�ono May 3. 2O2 � Designer JurgeResendez 3:35 PM � IIIRISA �bNumuar � Pn4emNo.1OO4/4u9 Chookedor Model Name 171654-VZW_MT_LDT-GonmrA_M ' Member Point Loads (BLC 25: Antenna Wi(300 Deg)) (Continued) � Member Label Direction � 5 K8P5A z 4.953 � � 3� MP5A _ 37 KAP5A x 38 _ z 53 / 2.25 � 39 __Mp6A __Mx _ ,40 101A x 75 _ 41 �P1A 4�811 �75 . 42 K0_P1A k8� -.002 .75 � 43 M2 x -1D.38 2 _44_ k82 z -5.983 _ 2 45 yN2 Mx .005 2 _46 MP2A x 5 47 MP2A z -.54 5 _ -48 _ M-x --- 000521 5 _ Member Point LoadsQ0LC 26 : Antenna Wi(330 Deg)) Member Label Direction _�y�Nu 1 N1P2A 4J .25 2 MP2A z -8.147 .25 3 A Mx x 0 .26 | 4 K8P3A x 7 MP2A z -8.147 7 _ 8 _ K8P2A Mx .009 7 �� -47O4 _ ___ _ __- .25 � K8P3A z -8.147 .25 S YN 25 � x � _1D ��A ' 7 | ---'---' ------- ------- --- 11 YNP3A � -8147 7 | --------- � ----- ------ _ 12 yNP3A Mx .ODS | 13 K8P1A x -5.167 � _14 MP1A --_--___z -25 � 15 __K0P1A � _16 K8P1A ___ __ -5.187 _ � -1.7 MP1A z -8.849 7 18 _ yWP1A Mx .01 7 � 19 K8P2A �� -2.221 .75 � ---' ` 'K0P2A ' . z '3.847 � 21 YN92A YNx_ �]JD4 75 � 22 N1P�� J5 _ � _23 ___k8P3A z .847 .75 � 24 k8P34 Mx �-��-.004 .7S _________ � 2S KA2 x '37 1.5 � _26i m2 _-_ -z .-_--_---' -6.578 _ 1.5 � 27 K82 K8n _ 1.5__ � � K8P4A �� -.G48 .25 -----�� -----' | _29 K8P4A 2 4.123 .25 _38. MP4A Mx .001 25 _31 MP4A x -.648 1.25 _32 KAP4A z -1.122 126_________ 33 KAP4A Mx .001 1.25 ____ __. -1i.526-_ .25 � , . ..,,,,,,,,,,,,ri,,,,..,,,,,(1,1,,,,,,,,,,pleo,..,•ry.ii,,,,ti,,,,,,,,,,.,,,,,oa,ri,.,,.-. Company : Tower Engineering Solutions May 3,2021 Designer : Jorge Resendez 3:35 PM IRISA II Job Number : Project No,10047429 Model Name : 171654-VZW_MT_LOT_SectorA_H Checked By Member Point Loads (BLC 26• Antenna WI(330 Deg)) (Continued) -- Member Label Direction MagnitudejkkAti Locattycil 35 MP5A Z -2.644 .25 36 MP5A Mx .003 .25 37 MP5A X -1.526 2.25 38 MP5A Z -2.644 2.25 _ 39 MP5A Mx .003 2.25 40 _ MP1A X -1.568 .75 41 MP1A Z -2.717 .75 42 MP1A Mx -.003 .75 43 M2 X -6.426 2 44 M2 Z -11.13 2 45 M2 Mx .003 2 - 46 MP2A X -.476 5 47 MP2A Z -.824 5 48 MP2A Mx -.000671 5 Member Point Loads (BLC 27• Antenna Wm (0 Deg)) Member Label Direction Ma gn itu deikk-111_ Location[1t2/91___ 1 MP2A X 0 .25 2 MP2A Z -7.334 .25 3 MP2A Mx .007 .25 4 MP2A X 0 7 5 MP2A Z -7.334 7 6 MP2A Mx .007 7 7 MP3A X 0 .25 8 MP3A Z -7.334 .25 9 MP3A Mx .007 .25 10 MP3A X 0 7 11 MP3A Z -7.334 7 12 MP3A Mx .007 7 _ ., 13 MP1A X 0 .25 , 14 MP1A Z -7.952 .25 15 MP1A Mx 008 .25 16 MP1A X 0 7 17 MP1A Z -7.952 7 18 MP1A Mx .008 7 19 MP2A X 0 .75 20 MP2A Z -3.19 .75 21 MP2A Mx -.003 I .75 22 MP3A X 0 I- .75 23 MP3A Z -3.19 .75 24 MP3A Mx -.003 .75 25 M2 X 0 1.5 26 M2 Z -6.96 1.5 27 M2 Mx 0 1.5 28 MP4A X 0 .25 29 MP4A Z -.847 .25 30 MP4A Mx .000834 .25 31 MP4A X 0 1.25 32 MP4A Z -.847 1.25 _ 33 MP4A Mx .000834 1.25 34 MP5A X 0 .25 RISA-3D Version 15.0.2 [C:\...\...\...\..A...\...\...\...\...\...\...\...1171654-VZW_MT_LOT_A_H.r3d] Page 36 A A"OA en,,,e,x ai,ifit.nae,,4a,”ia..cfP,04.1”Flei14.90....Mii.i............F...10.1.M.”43.4..0.04.Fttidiilifitilatitslilli, Company : Tower Engineering Solutions May 3,2021 Designer : Jorge Resendez 3:35 PM IIIRISA Job Number : Project No.10047429 Checked By. Model Name : 171654-VZW_MT_LOT_SectorA_H Member Point Loads (BLC 27: Antenna Wm (0 Deg)) (Continued) Member Label Direction Magnitude[lb,k-tt] Locatiola%1 35_ MP5A Z -2.281 .25 - ---1 , 36 MP5A Mx .002 .25 37 MP5A X 0 2.25 38 MP5A Z -2.281 2.25 _ 39 MP5A Mx .002 2.25 _40 MP1A X 0 .75 41 MP1A Z -2.208 .75 42 MP1A Mx -.002 .75 43 M2 X 0 2 44 M2 Z -11.5 2 45 M2 Mx 0 2 46 MP2A X 0 5 47 MP2A Z -.487 5 48 MP2A Mx -.00036 5 Member Point Loads (BLC 28: Antenna Wm (30 Deg)) Member Label Direction Ma g_n itudelbtk-jtj LocationjitN_ 1 MP2A X 5.162 .25 2 MP2A Z -8.941 .25 3 MP2A Mx .008 .25 4 MP2A X 5.162 7 5 MP2A Z -8.941 7 6 MP2A Mx .008 7 7 MP3A X 5.162 .25 8 MP3A Z -8.941 .25 9 MP3A Mx .008 .25 10 MP3A X 5.162 7 11 MP3A Z -8.941 7 12 MP3A Mx .008 7 13 MP1A X 6.07 25 14 MP1A Z -10.513 .25 _ 15 MP1A Mx .009 .25 16 MP1A X 6.07 7 17 MP1A Z -10.513 7 18 MP1A Mx .009 7 19 MP2A X 1.98 .75 20 MP2A Z -3.43 .75 21 MP2A Mx -.003 .75 22 MP3A X 1.98 .75 23 MP3A Z -3.43 .75 24 MP3A Mx -.003 .75_ _ 25 M2 X 3.127 1.5 26 M2 Z -5.417 1.5 27 M2 Mx -.002 1.5 28 MP4A X .506 .25 29 MP4A Z -.877 .25 30 iV1P4A Mx .000776 .25 31 MP4A X .506 1.25 32 MP4A Z -.877 1.25 _ 33 MP4A Mx .000776 1.25 34 MP5A X 1.459 .25 RISA-3D Version 15.0.2 [C:\...\...1...\...\...\...1...\...\...\...\...1...\171654-VZVV_MT_LOT_A_H.r3d] Page 37 Company : Tower Engineering Solutions May 3,2021 Designer : Jorge Resendez 3:35 PM I'RISA, JModel Namer 171654ct VZW MT4LO9 T_SectorA_H Checked By. _ Member Point Loads (BLC 28: Antenna Wm (30 Deg)) (Continued) Member Label ----Direction ------Mao itudeBkls.-ftL Location-[tt,%L 35 MP5A Z -2.527 .25 4 36 _ MP5A Mx .002 - .25_ ___ 37 MP5A X 1.459 2.25 L38- MP5A - ---- -- Z -2.527 - -- 2.25- 39 ^MP5A Mx .002 2.25 L 40 MP1A _ X--- 1.279__- _._ .75_� 41 M P 1 A Z -2.216 .75 42 --- MP1A Mx -.002 .75 --- L 43- -- M2- - - X -- - - 5_544 2 9.602 2 45 M2 Mx - - -- - - -.003 - - 2- - 46 -----MP2A X .284 5 - --- 47 MP2A Z -.492 5 L48-- -__ MP2A Mx -.000326 5 --- Member Point Loads (BLC 29: Antenna Wm (60 Deg)) Member Label Direction Magnitude[Ib k-ft Location it o 1 MP2A X 12.117 .25 2 -- - - MP2A Z -6.996 -- --- .25 3 MP2A Mx .005 .25 4 MP2A _ X 12.117 7 5 MP2A Z -6.996 7 6 MP2A Mx _ .005 7 7 MP3A X 12.117 .25 ------ -- --- ------------ --- -------------- 8 - MP3A Z -6.996 .25_ -_- 9 MP3A Mx .005 .25 10 _MP3A X 12.117 --- 7 _- 11 - MP3A -_---- Z -6.996 ---------- 7 12 MP3A Mx .005 7 13 MP1A X 14.961 - -- .25 14 ----- -MP1A - - -- Z -- -8_638 .25 15 MP1A Mx .006 .25 16 ----- MP1A X ----- 14.961 7 17 _ -- MP1A Z --- -8.638 7 --- 18 MP1A Mx .006 `7 19__ --- - MP2A X 4.248 ---75 20 MP2A Z -2.453 .75 21 --- MP2A Mx -.002 .75 22 MP3A X 4.248 - .75 23 --------_--MP3A Z ---__- --------2.453 .75 24 MP3A Mx -.002 .75 25 ------ M2 X ---- ------4.195 ------ 1.5 26 M2 _ --- Z -2.422 --------- 1.5 ---------_ 27 M2 - Mx -.002 1.5 28 MP4A X 1.053 _ -_- .25 29 MP4A Z -.608 .25 30 MP4A_-- Mx .000416 .25 31 MP4A X 1.053 1.25 32 MP4A ---- --- Z -.608 --------------- 1.25 33 MP4A Mx .000416 1_25 34 MP5A -- - -X- 3.203 L_ .25 RISA-3D Version 15.0.2 [C:\...\...\...\...\...\...\...\...\...\...\...\...\171654-VZW_MT_LOT_A_H.r3d] Page 38 ---- Company Tower Engineering Solutions May 3. 2O2 Designer JongeResondeo 3:35PN Job Number Project No. 1��S Checked By Model Name 171654-VDlN_MT_LOT_GomunA_H Member Point Loads (BLC 29: Antenna Wm (60 De_q)) (Continued) _ Label Direction-___ �Magnitudw0b,k-8L-__ ; _35 yNFY5A z -1.849 .25 � 38 MP5A Mx .001 ,25 � 37 K8p6A x 3.203 2.26 38 p5A z A.849 2.25 - 39 P58 Mx .001 5 40 MP1A x _ 2.588 75 K8P1A _ z -1.494 75 42 MP1A -.001 .75 43 ____K02 x ____ 8.887 2___ 44 YN2 z -5.131 ' 2 45 K82 Mx -.004 2 46 YNP2A_ _ x 5 ._47__ K8P2A z [4B K8p2A Mx 17 Member Point Loads (BLC 30: Antenna Wm (90J0eg)) Label Direction ___Mggn�d��^�u] Loc�km�.%N --- 1 K0P�A x 14.67 .25 | K8P2A z O .25 3 �A Mx -.003 .25 4 P _ x 14.67 7 5 K8P2A z O _ ? 6 ' K8p2A Mx -.003 7 7. yNP3A �� 14.67 _ 8 yNP3A z D .25 9 yNP3A K0u `003 .25 1O __ K8P3A x_ _ 14.87 7__ _11 ______K0P3A z O 7 _12 _____ KAP3K Mx 7 13 YNP1A x 18.324 .25 _ | 14 K8P1A z 0 .25 _15 MP1A Mx .25____ _ � 16 KAP1A x _ _ 18.224 7 K8P1A z O 7 � K8P1�� M� -OU3 7______ � --___ � � _19 K8P2A x 5.08 75 _20 K0P2A z O .76 21 K8P2A Mx .000882 75 � -22 K8P3A x 5.08 � 3 K0P3A 0 / J5 � r24 K0P3A __Mx _______lX00883 _ _J15- - � 25 K82 x 4�138 1�5 �� K82 � --- - � ' -_ 1.6_'-_' � 27 yN3 Mx -.002 1.5 _ � 28 K8P4A x 1.253 .26 _29 YN54A z O .25____ 30 kAP4A Mx -.000218 .25______ K8P4A x 1.253 1.35 K8P4A z O 1.26 __ 33 _K8p4/\ Mx -.000218 1.26 _34___. _1VQ�6A _____ x 3.843 _�� .25 _^ Company : Tower Engineering Solutions May 3, 2021 Designer : Jorge Resendez 3:35 PM IIIRIS A Job Number : Project No. 10047429 Model Name : 171654-VZW_MT_LOT_SectorA_H Checked By Member Point Loads (BLC 30: Antenna Wm (90 Deg)) (Continued) Member Label Direction Mao ituckeitbdOti Locationf it,N_________ 35 MP5A Z 0 .25 36 MP5A Mx -.000667 .25 - 37 MP5A X 3.843 2.25 - 38 MP5A Z 0 2.25 39 MP5A Mx -.000667 2.25 40 MP1A X 3.068 .75 41 MP1A Z 0 .75 42 MP1A Mx .000533 .75 43 M2 X 9.849 2 44 M2 Z 0 2 45 M2 Mx -.005 2 46 MP2A X .688 - 5 47 MP2A Z 0 5 48 MP2A Mx 9e-5 5 Member Point Loads (BLC 31 : Antenna Wm (120 Deg)) Member Label Direction Ma_gnituderlb,k-Itt Locatiofat,51 1 MP2A X 10.115 .25 2 MP2A Z 5.84 .25 _ 3 MP2A Mx -.008 .25 4 MP2A X 10.115 7 5 MP2A Z 5.84 7 6 MP2A Mx -.008 7 7 MP3A X 10.115 .25 8 MP3A Z 5.84 .25 9 MP3A Mx -.008 .25 10 MP3A X 10.115 7 11 MP3A Z 5.84 7 12 MP3A Mx -.008 7 13 MP1A X 12.157 .25 14 MP1A Z 7.019 .25 15 MP1A Mx -.009 .25 16 MP1A X 12.157 7 17 MP1A Z 7.019 7 18 MP1A Mx -.009 7 19 _ MP2A X 3.732 .75_ 20 MP2A Z 2.155 .75 21 MP2A Mx .003 .75 22 MP3A X 3.732 .75 -f- 23 MP3A Z 2.155 .75 24 MP3A Mx .003 _ .75 25 M2 X 4.195 1.5 26 M2 Z 2.422 1.5 27 M2 Mx -.002 1.5 28 MP4A X .942 .25 29 MP4A Z .544 .25 30 MP4A Mx -.000699 .25 31 MP4A X .942 1.25 32 MP4A Z .544 1.25 33 MP4A Mx -.000699 1.25 . 34 I MP5A X 2.777 .25 RISA-3D Version 15.0.2 [C:\...\...\...\...\...\...\...1...\...1...\...\...1171654-VZVV_MT_LOT_A_H.r3c1] Page 40 ____ � Company Tower Engineering Solutions May 8.2O21 � Dmgnm JmgeResandeo 3:35PM |�1�� Job be � P�e�No. 1�47�9 Checked By N�0�� SA Model Name 171654-VZW_MT_LOT_Ooomm_U ^ Member Point Loads (BLC 31 : Antenna Wm (120 Deg)) (Continued) Member Label Direction 35 MP5A z 1.8U3_________ _36 yNP��\ � Mx -.002 .25 37 K8P5A __. x 2.777 2,25 _ _38 Mp5A z ___2.25 _39 yNP6A Kx -.002 2.25 � �40 K0p1A x 2.353 __. .75 41 1.359 75 42 43 N2 x 8.887 2 _44 M2 z 5.131 2 _45 KA2 Mx -.004 2 48 YNP2A x 5 _ 47 K8P2/\ z .303 5 � -48 MP2A Mx -- _- - 5 Member Point Loads NBLC 32: Antenna Wm (150 Deg)) Direction K8P2A x 4.006 .25 � _2 MP2A z .25 3 MP2A K8n .25 _ 4 YNP2A J{ 4.00@ ____7 _ S YNP2A z 6.9 7 G W1P2/\ &0o -.008 ` 7 YNP3A x 4.006 .35 _ 8 G.g3G .2� � _-_ _ 9 MP3A Mx `008 .26 _ 10 K8P�� x . 4.006 7 _ 11 yNP3A z 6.938 7 12 YNP3A Mx 7 _13 K8P1A x 4.451 25 14 A z 7.7 .25 15 K8P1/\ yNn .25_____ 1� KAP1/� �� 1 7 i - - - ----�---17 ___y@p1A 7.709 7__ 18 _ yNP1A MIX _ `008 7 � _Y{} _1Mp2A x 1882 J5 � _20 knP2A z 2.914 76 � 21 K8P2A K8� ��O� 75 -_-_- � _22 K8P3/\_ �� 1.602 .75 _ � _23 K8P3A z 2.914 75 � �4 MP3A Mx .003 75 _ � 25 M2 x 3.127 1.5 � 26 M2_ z 5.417 1.5 � 27 KA2 Mx -.002 1.6 � | 28 MP4aL' x ��2 '25 �� KAp4A z _ .7I6 __ .26 _30 K8o 000831 .25 __________ 31 YNP4A x .442 125 | 32 MP4A z 768 1.25 33_________ MP4A .000831___________ 126 ^ 34 1NP5/\___-__ x -'_-�_ 1.213 __ _'25 | � Cmn�my � To�orEng��hnOSnk�nno May 3.2O21 � Designer JongeRanendeu 3:35PN ��]� Job Number � Pn�e�No.10O4r428 Checked By N�N�N�� ISA Model Name 171654 M � Member Point Loa@s (BLC 32: Antenna Wm (150Deg) (Continued) _ Member Label 5 MP5A 2.101 ___---_ ^^^ _36 MP5A Vbx_—_-__---___-- -.002 .25 -3[7 K8P5A x 1.213 2.25_ 38 _ MP5A 1 2.25 _____ yWn _ -.002 40 ____ MPIA ��_ 1.144_ . .75 _41 _ yNP1A z 1.901 ________ 7542 K0p1A Mx 75 43 M2 _ �� S.544 2 44 YN2 z �.�D2 2 _ 45 KA2 Mx `003 2 _46 MP2A x .263 5 47 K0P3A z .438 5 48 yNP2 _ .000358 5 Member Point Loads (BLC 33: Antenna Wm (180 Deg)) _ MemberLabel Direction Locatkon[t.%] _ / �P2A 1 � .25 _ 2 YNP2A z '7.334 .25 3 YNP2A Mx -.007 .25 _ 4 K8P2/4 x 0 7 MP2A z 7.234 _ 7 _ G yNP2A Mx -.007 7 _________ 7 MP3A x 0 25 8 YNP3A z 9 Mx � - - .� YNP0\ �� O 7 11 yNP3A z 7334 ! 7 12 K8P3A K8n -.007 7 ____________ _13_ MP1A x 0 .25 14 K8P1A z 7.952 ' _ 15 MP1A .25 16 MP1A x O 7 _17 KAP1A z 7.953 7___ 18 K8P1A K8x -.008 19 YNP2A O 75 � 20 yNF2A z 3.19 J5 � 21 MP2A Mx .003 76 � 22 K0P3A x O � _23 MP3A z 3.19 75 Mx .003 .75 � _25 _K02 x O 1.5 —26 M2 z 27 K82 Mx_28 KHP4A �� O � .25 29 K8P4A z .847 / .25 _ A{i. K0P4� �n - 0D[034 5 '----- { � -------�� --31 K0P4A x O 1.25 ` KAP4A � 12S —_--_-_-__ � � _33 K0P4A Mx -.000834 125 � � »u | YNP5A ' x O '28____ ! ' RkSA-3D\Aan*nn 15.0.2 [CA'LLLLlllll'LL}1?i r3d] Poga43 � ' � � ~'~'-''-~^- Company Tower Engineering Solutions May 3. 2O2 Designer JmgeResendez 3:35PM � ��N� Job Number � Project No. 10047429 Checked By I�� SA Model Name 171654-VZW_mT-0T-SemnrA-H ' Member Point Loads (BLC 33 :Antenna Wm (180 Dmq) (Continued) _ Member Label Direction Mag!�!4*[Ib�kQ ��ft,%I__ _ 35 __ __ z 2.281 , 36 YNP5A Mx .25 37 YNP6A x _ U 2.25 38 MP5Az 2.281 2.25 39 K8P5A K8u -�OO2 2�25 _40 K8 P 1 A x .75 1 K8P1A � 22U8 --4 � f- .75-- _42 MPIA Mx _1002 _ _ .7]5. 43 KA2_ x O 44__. M2 z 11.6 2 _45_. yN2 Mx _ O 2 48 2A O _47 MP2A _ z .407 5 _ _ Mx .00038 5 Member Point Loads0BLC 34: Antenna Win (210 Deg)) MemberLabel |�g�km �#w[�.k�i_ Locayon-R&O/0l_ K8P2A x -5.162 . .35 __2 MP2A z 8.841 -25 MP2A Mx -.008 .25 4 MP2A '6.162 7 __5 2A z 0.941 _ 8 __YWP2A Mx -.008 7 __7 1NF3VA x __--_- -5.162 .25 B MP3A z 8.941 .25 . . S MP3A Mx 8 .26 _ -1O MP3A -----' 5.182 _11 N1P3A z 8.941 _12 KAP3A ________ `UO8 1 K8P1A x -8.07 .25 ! 1 K8P1A z 10.513 .25 / 15 . � A �� -8��7 ' 1� 7 ____ _ _ | _17 yWPiA z 10.613 7 _18 MPIA Mx -_-___- -.00Q 7 19 YNP2A x -1.98 75 � 20- KNP2A z 3,43 75 � 21 YNP2A Mx __-lD%I 75 � _23 YNP3A x .98 .75 � _23 K8P3A z 3.43 75 � 4 K8� ]3�� ' .7S ' _�_ _ � 25 1M2 x '3 ________ 1.5 � 26 K02 z 5.417 1.5 _27 K82 Mx .002 1.5 � 28 NINA x -.506 .25 � 29________ z .877 .25 � 30 ___ _MP4A Mx -.000776 � 31 M P4A x `508 1.25 � 32 KXP4A z .877 --___1'25i � 33 MP4A Mx -.UOO778 1.25 � �M ,5A x -1.459 ____ / Company Tower Engineering Solutions May 3.2O21 � Designer JmgaR000ndeo 3:35PM � Job be � P�muNo. 10047429 Checked By | ��CI �� Name � 171O54�/ZVv_MT_LOT_Se� �u _H ---' ' � Member Point Loads (BLC 34: Antenna Wm (210 Deg)) (Continueco Member Label Direction Location % _35_-------------------- NYP5A z 2.527 .25 36 MP5A Mx -.002 .25__ 7, MP5A x _---- __ GS 2.26 38 �NP5A 39 K0P5/\ Mx -.002 225 40 MP1A _ x -1.279 75 | 41 K8P1 2��18 75 42 --- K8P1 �-------- --------' -- .75 ------ _ M2 x -5.544 _44 _--_1M2_ z 9,602 2 _ _45 K82 Mx D03 2 _46 K8p3A x -.284 S 47 2A Z .482 5 �48� ___K8P2A _ .000326 5 Member Point Loads (BLC 35: AnKenna Wm (240Deg)) Member Label D ection 3MP2A Mx _ `005 .25___ 4 yWP2A x -12.117 _ 7 MP2A z 6.998 7 8 MP2A Mx_ -.005 _ 7 , 7 yNP3A x .25 8 [NPJA z 6 .25 9 MP3A Mx _10 3A .x -12.117 7 11 MP3A Z 998 7 12 mx ___— -.005 __. 7 13 K0P1A -14.961 .25 _14 k0P1A z 8.838 .25 15 MP1A Mx `008 16 N1P1A x -14.861 7 _17 __-KPIA_- z 7 � P1A 1Mx -.006 l__. 7 / _19-- -- N1p2A -__--_-_ x --4.348 .75 _ � 20 K8p24 z 2L453 .76 � 21 yNP2A Mx ]602 J5___ > 22 yNP3A x -4.248 .75 � 23 YNP3A z 2.453 .75 � _24� MP3A Mx .002 _ 75 � 25 M2 _x 1.5 � _28 K82 z 2.422 1.5 � 27 M2 Mx .002 1.5 � _28 MP4A _x -1.063 .25 � 39 MP4A z .600 .25 � _30 MP4A Wx -.000416 _ .2fi � _31 YNP4A x 4.063 ^i.25_ � k8P4A -- __ z 808 � 1.25�. -- � 33 MP4A Mx -�OOO41G 1.25 � -- -34 MP5A X -3L203___ ___ _�25 - - -__- Company : Tower Engineering Solutions May 3,2021 Designer : Jorge Resendez 3:35 PM IIIRISA Job Number : Project No.10047429 Checked By Model Name : 171654-VZW_MT_LOT_SectorA_H Member Point Loads (BLC 35: Antenna Wm (240 Deg)) (Continued) Member Labet Direction MagnitscIAMA:111_ Location_itt,%1 35 MP5A Z 1.849 .25 36 MP5A Mx -.001 .25 37 MP5A X -3.203 2.25 38 - MP5A - Z 1.849 2.25 _ 39 MP5A Mx -.001 2.25 40 MP1A X -2.588 .75 41 MP1A Z 1.494 .75 42 MP1A Mx .001 .75 43 M2 X -8.887 2 44 M2 Z 5.131 2 45 M2 Mx .004 2 46 MP2A X -.579 5 47 MP2A Z .335 5 _ 48 MP2A Mx .000172 , 5 Member Point Loads (BLC 36: Antenna Wm (270 Deg)) Member Label Direction Magnitudellb,k41 Locatfftyol 1 MP2A X 7 -14.67 1- .25 2 MP2A Z 0 F .25 3 MP2A Mx .003 .25 4 MP2A X -14.67 7 _ 5 MP2A Z 0 7 6 MP2A Mx .003 7 7 MP3A X -14.67 .25 8 MP3A Z 0 .25 9 MP3A Mx .003 .25 10 MP3A X -14.67 7 11 MP3A Z 0 7 12 MP3A Mx .003 7 13 MP1A X -18.224 .25 14 MP1A Z 0 .25 1 15 MP1A Mx .003 .25 16 MP1A X -18.224 7 17 MP1A Z 0 7 18 MP1A Mx .003 7 19 MP2A X -5.08 .75 20 MP2A Z 0 .75 21 MP2A Mx -.000882 .75 22 MP3A X -5.08 .75 23IIIIIIIiIP3A Z 0 .75 24 MP3A Mx -.000882 .75 25 M2 X -4.138 1.5 26 M2 Z 0 j.5 27 M2 Mx .002 1.5 28 MP4A X -1.253 .25 29 MP4A Z 0 25 30 MP4A Mx .000218 .25 31 MP4A X___ -1.253 1.25 32 MP4A Z 0 1.25 33 MP4A Mx .000218 1.25 34 MP5A X -3.843 , .25 RISA-3D Version 15.0.2 [C:\...\...1...1...\...\...\...\...\...\...\...1...1171654-VZVV_MT_LOT_A_H.r3d] Page 45 Com�my : Tmve/Engk�ohng8o�dona May 3. 2021 Designer JoqgeResendeo 3:35PM �� J� Num�r � P��Nn.1�47�8 Checked By ��N�� SAModelNunm 171054-VZW_MT-U}T-8ectorA_M Member Point Loads (BLC 36: Antenna Wm (2�70Deg) /Continuem0 Member Label Direction �[�� Location[t.%I___ 35 MP5A 0 .25 36 W55A Mx .000667 .35 � 37 N1P5A x '3�843 _2.25_______ � _38_ k8P5A z � U 2.25 39 N1P5A 00967 2.36 � �40 KNP1A x -3.063 7� U ----- -- ---- � 41 P1,� � � �75 ' 42 . P1/\ --- Mx -.000533 .75 43 -9.849 2 � 44 _ z 0 2 45 Mx .005 2 � 48 MP2A --- �� ----- -.888 ----- P2A z O 'L 48 Mp2A -Nbx-_ -9a-5 5 Member Point Loads (BLC 37: Antenna Wm (300 Deg)) Member Label Direction LgcaS?_nJft/8I_-_- 1 �� -1U�116 � _ MP2A z -5.84 _-.25 3 K0P2A 08 .25 4 K8P2A x -10.115 7_____ 5 yNP2A z -5.84 G K8p2A Mx .008 KAP3A x -10.115 _ W P38 z ~5.84 .25 g 3A _ YNw . .008 .25 -1{}' _K8p3A x -10.115 _.7__ _11 _ yWP3A -5.84 7 12 YNP3A Mx .008 13 1A � -12.157 _ 14 P1A 15 MP1A YN .ODS 25 / 16 MP1A x 7 7 _17 K8P1A z_______ -7.019 7 18 K8p1A Mx__ 7 _1(9 �852A x -3J32 -- J5 _20 K0P2A f -2.155 .75 | 31 ------- K8P2A Mx -.003 ----- .75 --- ! 32 --' yNP3A x -3.732 --_ .75 � 23 yNP3A z '2.155 � 24_ Mx1NP�� -.003 .75 � 25 KA2 �( -4�1S5 1� _ � 26 &83 z -2.422 1.5 � 27 M2 Mx D02 1.5 � -28 MP4A x -.942 -25 � 38 K8P4A z -.544 � _----_-__ Mx _lX]D8S9________ � 31 MP4A x -.942 1.25 � 32 MP4A `544 _ 125___ � 33 K8P4A -__1.25 _34_- MP5A ___ __ �__- .25-- -_ - / Company Tower Engineering Solutions May 3. 2O2 Designer JorgoResnndeo 3:35pM IIIRISA Jobwum�r � P�mumo. 1��429 Ch��uoy__ Mo�Name 171a��W��0��H ' Member Point Loads (BLC 37: AnKenna Wm (300 Deg)) (Continued) Member�� Lu / 3 -1.803 . 25 _36 MP5A YNz .002 .25 � _37___ MP5A ________� �� -2.777 2.25 38 K8P5A -1.603 2.26 39 MP5A Mx .002 / _ 40 K8F1/\_ x -2.353_ _� 75 _ 41 YNP1/\ z 1 .75 � -42 --- � K8P1/\ K8x J5 -- 43 K82 pL '8.887 2__ � 44 &82 -5131 2 ' _45_ M2 Mx D04 2 �46 YNPJA ' x -.525 5 _47.__-_- K8 z 6 48MP2A Mx -.0002 Member Point Loads (B LC 38: AyX0enna Win (330 Deg)) Member Label Direction Mqgn|mdellbk-C__ LoqLan�) K8P2/\ _X -4.006 .25 _-2!- MP2A z -6.938 .25- __3 MP2A Mx .008 .25 _4 MP2A x _ -4.006 7 5 YNP2A z '6.938 7 8 MP2A Mx ' 008 7 7 K8P3/\ x -4.008 25 K8P3A ' z _ -8.938 .25 K8P3A .008 �25 � -10 ----- K0P3A ----- -4.008 -- 7 - -- _11 MP3A z� -8.938 7 12 YNp3A �OO8 7 � --____----- ' 13 . MP1A x -4.461 .2 14 MPIA z | -7.709 .25 16 MP1A .25 16 KAP1A x 7 _ _17 KP1A z _ -7JT9 7113 -- M91A Mx-----' --J�B | _19 YNP2A x -1.682 J5 _20 MP2A z ' -2.914 .75 __--_--- _31 ___YWP2A K8x `003 __ 75 � 2 __K8p3A x -1.682 .75 3 �0p�Az -2.S14 75 24 K8p3A YW� -003 75 � _-_-_- . . 25 K02 x _ -3.127 1.5 � 26 K82 z '5'417 1.5 27 K82 Mx .002 1.5 � _28 yNP4A x -.442 .25 � 29 MP4A z -.766 � _30 K8P4A Mx ]]00831 ' � _ 31 YNP4A x `442 1.25 ��! MP4A - 1��i__ '�y__- � __- � -33 __- K8P4A Mx 1.25 _3�_ KAP5A _x�_______ v-- / ) 9 '14 3 4 Company : Tower Engineering Solutions May 3, 2021 i r Designer : Jorge Resendez 3:35 PM / IIIRISA Job Number : Project No, 10047429 Checked By r 4 Model Name : 171654-VZW_MT_LOT_SectorA_H 4 Member Point Loads (BLC 38: Antenna Wm (330 Deg)) (Continued) Member Label Direction Ma_gnitudeikk-ILL Location111,%1 :22 --- 735 MP5A Z -2.101 7 5 36 MP5A Mx .002 37 MP5A X -1.213 2.25 38 MP5A Z -2.101 r 2.25 39 MP5A Mx .002 2.25 _40 MP1A X -1.144 .75 41 MP1A Z -1.981 .75 42 MP1A Mx -.002 .75 _ 43 M2 X -5.544 2 44 M2 Z -9.602 2 45 M2 Mx .003 2 46 MP2A X -.253 5 - - 47 MP2A Z -.438 5 48 MP2A Mx -.000356 5 Member Point Loads (BLC 77: Lrn1) Member Label Direction Magnilude[lbjc-ftl_ Location11t2/01 1 1 M1 I Y - -500 1 %5 1 Member Point Loads (BLC 78: Lm2) Member Label Direction Mao itudefkk-111_ LocatioRDIN [ 1 ;_ M1 7 Y L- -500 %95 7 Member Point Loads (BLC 79: Lv1) : Member Label Direction Ma_g_nitudelikk-f11_ Location[lt,yo_j_ L 1 M2 Y i -250 %50 Member Point Loads (BLC 80: Lv2) Member Label Direction Magri itude[lb,k-ft] Location[ft,%1_ Li mi Y - -2 50 %50 1 Member Distributed Loads (BLC 40 •Structure Di) Member Label Direction Start Magpitudepb/k..End Magnitudellb/fLy... Start Location[ft,%] End Locati or_l_ft_yol_ 1 M1 Y -10.451 -10.451 0 %100 2 M2 Y -14.821 -14.821 0 %100 3 MP1A Y -8.171 -8.171 0 %100 ---I 4 M7 Y -12.477 -12.477 0 %100 5 MP2A Y -8.171 -8.171 0 %100 6 MP3A Y -8.171 -8.171 0 %100 7 MP5A Y -8.171 -8.171 0 %100 8 MP4A Y -8.171 -8.171 0 %100 9 M20 Y -10.451 -10.451 0 %100 10 M21 Y -11.955 -11.955 0 %100 Member Distributed Loads (BLC 41 :Structure Wo (0 Deg)) Member Label Direction Start Magnitude End End Mapitudellbift F... Start Location[ft,c791 End Locati onift ] 1 M1 X 0 0 0 %100 2 , M1 Z -6.865 -6.865 0 %100 RISA-3D Version 15.0.2 [CA...\...\...\...1...1...\...1...\...\...\...\...1171654-VZW_MT_LOT_A_H.r3d] Page 48 l , I i, ,,f.,”t I,,,,,i 4 5,,i.,4,i I,I,,,,,,,t X,,P.,tt+1,/,,, Oil,li,k,,4,i,,,i),,,Y,04•Vi.11,4i1J...,der,f-1,1",/,,,/,..4,4.1,,,,, Company : Tower Engineering Solutions May 3, 2021 IIRISA Designer : Jorge Resendez 3:35 PM Job eNumber Pi 7r oi j6ec54t.Nvo.1 0 0m4T7 4 2i_09 T_SectorA_H Checked By _ Member Distributed Loads (BLC 41 :Structure Wo (0 Deg)) (Continued) Member Label Direction Start MAgnitudeglb/ft,...End MagnitudsikRt,F... 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Start Location&%1 End Location[ftAL , 1 M1 X 1.486 1.486 0 %100 2 M1 Z -.858 -.858 0 %100 3 M2 X 3.952 3.952 0 %100 , 4 M2 Z -2.282 -2.282 0 %100 5 MP1A X 4.034 4.034 0 %100 6 MP1A Z -2.329 -2.329 0 %100 7 M7 X 4.671 4.671 0 %100 , RISA-3D Version 15.0.2 [C:\...\...\...\...\...\...\...\...\...\...\...\...1171654-VZW_MT_LOT_A_H.r3d] Page 49 rr ,,0} ,if f } y .4,,,Arte,r,,e1!e.,,,,,i.nar,,,,,,,,,,•i•e•li,,,,,,,,I,,,V,,e.,u(l.44,,•,),””sill,,,,f("0111,./.4,,,,,,,,,0 l Company : Tower Engineering Solutions May 3, 2021 Designer : Jorge Resendez 3:35 PM IIIRISA Job Number : Project No.10047429 Checked By Model Name : 171654-VZW_MT_LOT_SectorA_H Member Distributed Loads (BLC 43 :Structure Wo (60 Deg)) (Continued) Member Label Direction Start Magniludellblft,..End Magnitudefkittf... Start Location[ft,%] End Locatioift,%1 -2.697 -2.697 0 %100 i 9 MP2A X 4.034 4.034 0 %100 10 MP2A Z -2.329 -2.329 _ 0 %100 11 MP3A X 4.034 4.034 0 %100 12 MP3A Z -2.329 -2.329 0 %100 1 13 MP5A X 4.034 4.034 0 %100 14 MP5A Z ' -2.329 -2.329 0 %100 15 MP4A X 4.034 4.034 0 %100 16 MP4A Z -2.329 -2.329 0 %100 17 M20 X 1.486 1.486 0 %100 -- - 18 M20 Z _d_ -.858 -.858 0 %100 19 M21 X 3.265 3.265 0 %100 20 M21 Z -1.885 -1.885 0 %100 Member Distributed Loads (BLC 44 :Structure Wo (90 Deg)) Member Label Direction Start Magnitudellb/ft,End Ma_g_nitudepb/ft,F... Start LocationIfty91 End LocatiortfLyo] 1 M1 X 0 0 0 %100 2 M1 Z 0 0 0 %100 3 M2 X 6.085 6.085 0 %100 4 M2 Z 0 0 0 %100 5 MP1A X 4.658 4.658 0 %100 6 MP1A Z 0 0 0_ %100 7 M7 X 5.394 5.394 0 %100 8 M7 Z 0 0 0 %100 9 MP2A X 4.658 4.658 0 %100 10 MP2A Z 0 0 0 %100 11 _ MP3A X 4.658 4.658 0 %100 12 MP3A Z 0 0 0 %100 13 MP5A X 4.658 4.658 0 %100 14 MP5A Z 0 0 0 %100 15 MP4A X 4.658 4.658 0 %100 - 16 MP4A Z 0 0 0 %100 17 M20 X 0 0 0 %100 _ 18 M20 Z 0 0 0 %100 19 M21 X 5.027 5.027 0 %100 ___] 20 M21 Z 0 0 0 %100 _1 Member Distributed Loads (BLC 45 :Structure Wo (120 Deg)) Member Label Direction Start Maziitude8b/ft,...End Magnitudgibift F... Start Location[ftN End Location[ftN_ 1 M1 X 1.486 1.486 0 %100 2 M1 Z .858 .858 0 %100 I 3 M2 X 3.952 3.952 0 %100 4 M2 Z 2.282 2.282 0 %100 5 MP1A X 4.034 4.034 0 %100 6 MP1A Z 2.329 2.329 0 %100 7 M7 X 4.671 4.671 0 %100 j 8 M7 Z 2.697 2.697 0 %100 ' 9 MP2A X 4.034 4.034 0 %100 10 MP2A Z 2.329 2.329 0_ %100 11 MP3A X 4.034 4.034 0 %100 _ _ 1 12 MP3A Z 2.329 2.329 0 %100 RISA-3D Version 15.0.2 [CA...\...\...\...\...\...1...\...\...\...\...1...\171654-VZW_MT_LOT_A_H.r3d] Page 50 f0100+1 01,04.00401011000,00”40,44004.0•111.04a0S0W11.S00.0014ii3O”0,100 d,, fi ,r i Company : Tower Engineering Solutions May 3, 2021 Designer : Jorge Resendez 3:35 PM IIIRISAT_SectorA_H Job :: Projecti7i654.Nvozw. 1 00...m4T7_42L09 Checked By Member Distributed Loads (BLC 45 :Structure Wo (120 Deq)) (Continued) Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,F... 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Start Location[Lt_%1_ End Location[ft,%] 1 M1 X .142 .142 0 %100 I , 1 2 M1 Z -.082 -.082 0 %100 3 M2 X .378 .378 0 %100 I 4 M2 Z -.218 -.218 0 %100 5 MP1A X .386 .386 0 %100 , 6 MP1A Z -.223 -.223 0 %100 7 M7 X .447 .447 0 %100 8 M7 Z -.258 -.258 0 %100 , 9 MP2A X .386 .386 0 %100 II 10 MP2A Z -.223 -.223 0 %100 11 MP3A X .386 .386 0 %100 12 MP3A Z -.223 -.223 0 %100 13 MP5A X .386 .386 0 %100 14 MP5A Z -.223 -.223 0 %100 . 15 MP4A X .386 .386 0 %100 16 MP4A Z -.223 -.223 0 %100 17 M20 X .142 .142 0 %100 18 M20 Z -.082 -.082 0 %100 19 M21 X .312 .312 0 - %100 20 M21 Z -.18 -.18 RISA-3D Version 15.0.2 [C:\...\...\...V.A.A...1...\„A...\...\...\...\171654-VZVV_MT_LOT_A_H.r3c1] Page 60 / Company : Tower Engineering Solutions May 3, 2021 IIIRISA I Designer : Jorge Resendez Job Number • Project No.10047429 Checked By. Model Name : 171654-VZW_IVITLOT_SectorA_H 3:35 PM Member Distributed Loads (BLC 68 :Structure Wm (90 Deg)) Member Label Direction Start Magpitudgillb/ft,...End Magnitud z•lb/ft F... Start Location[ft,YoL End Location[fM 1 M1 X 0 0 0 %100 2 M1 Z 0 0 0 %100 3 M2 X .582 .582 0 %100 4 M2 Z ' 0 0 0 %100 5 MP1A X .446 .446 0 %100 6 MP1A Z 1 0 0 0 %100 7 M7 X .516 .516 0 %100 8 M7 Z 0 0 0 %100 9 MP2A X .446 .446 0 %100 10 MP2A Z 0 0 0 %100 11 MP3A X .446 .446 0 %100 12 MP3A Z 0 0 0 _. oj00j 13 MP5A X .446 .446 0 %IOOJ 14 MP5A Z 0 0 0 %100 -----1 15 MP4A X .446 .446 0 %100 16 MP4A Z 0 0 0 %100 17 M20 X 0 0 0 %100 18 M20 Z 0 0 0 %100 19- M21 X .481 .481 0 %100 20 M21 Z 0 0 0 %100 Member Distributed Loads (BLC 69 :Structure Wm (120 Deg)) Member Label Direction Start Magpitudejlb/ft,...End Magnitud::lb/ft F... Start Location[ItAl End Location[ft,N._ 1 M1 X .142 .142 0 %100 2 M1 Z .082 .082 0 %100 3 M2 X .378 .378 0 %100 4 M2 Z .218 .218 0 %100 5 MP1A X .386 .386 0 %100 6 MP1A Z .223 .223 0 %100 7 M7 X .447 .447 0 %100 8 M7 Z .258 .258 0 %100 9 MP2A X .386 .386 0 %100 10 MP2A Z .223 .223 0 %100 11 MP3A X .386 .386 0 %100 12 MP3A Z .223 .223 0 %100 13 MP5A X .386 .386 0 %100 14 MP5A Z .223 .223 0 %100 , 15 MP4A X .386 .386 0 %100 16 MP4A Z .223 .223 0 %100 17 M20 X .142 .142 0 %100 18 M20 Z .082 .082 0 %100 19 M21 X .312 .312 0 %100 20 M +---- 21 I Z .18 .18 0 %100 Member Distributed Loads (BLC 70 :Structure Wm (150 Deg)) Member Label Direction Start Ma_gpitudelb/ft,...End Magnitude[lbifty... Start Location[ft,c61_ End Locationft%] 1 M1 X .246 .246 0 %100 2 M1 Z .426 .426 0 %100 3 M2 X .073 .073 0 %100 4 M2 Z .126 .126 0 %100_ 5 MP1A X .223 .223 0 %100 RISA-3D Version 15.0.2 [C:\...\...1...\...\...\...\...1...\...1...1...\...\171654-VZVV_MT_LOT_A_H.r3d] Page 61 , r.) 1 Company : Tower Engineering Solutions May 3, 2021 Designer : Jorge Resendez 3:35 PM IIIRISA Job Number : Project No. 10047429 Model Name : 171654-VZW_MT_LOT_SectorA_H Checked By. Member Distributed Loads (BLC 70 :Structure Wm (150 Deg)) (Continued) Member Label Direction Start Magnitude[lb/ft,...End fftnitude[lb/ft,F... Start Location[ft,%] End Location[ft,%L, 6 MP1A 7 Z .386 .386 0 %100 -7 M7 X .258 .258 0 %100 8 M7 Z i .447 .447 0 %100 9 MP2A X .223 .223 0 %100 10 MP2A Z .386 .386 0 %100- 1 1 MP3A X .223 .223 0 %100 12 MP3A Z .386 .386 0 %100 13 MP5A X .223 .223 0 %100 14 MP5A Z .386 .386 0 %100 15 MP4A X .223 .223 0 %100 16 MP4A Z .386 .386 0 %100 17 M20 X .246 .246 0 %100 18 M20 Z .426 .426 0 %100 19 M21 X .06 .06 0 %100 20 M21 Z .104 .104 0 %100 Member Distributed Loads (BLC 71 :Structure Wm (180 Deg)) Member Label Direction Start Magpitudeltp/ft...End Magnituds lb/ft F... Start Locationift,%1 End Loca1onfft,%1 1 M1 X 0 0 0 %100 2 M1 Z .657 .657 0 %100 - 3 M2 X 0 0 0 %100 4 M2 Z 0 0 0 %100 5 MP1A X 0 0 0 %100 6 MP1A Z _ .446 .446 0 %100 7 M7 X 0 0 0 %100 8 M7 Z .516 .516 0 %100 9 MP2A X 0 0 0 i %100 10 MP2A Z .446 - .446 0 %100 11 MP3A X 0 0 0 %100 12 MP3A Z .446 .446 0 _ _ %100 13 MP5A X 0 0 0 %100 14 MP5A Z .446 .446 0 %100 ' 15 MP4A X 0 0 0 %100 16 MP4A Z .446 .446 0 %100 17 M20 X 0 0 0 %100 18 M20 Z .657 .657 0 %100 __ 19 M21 X 0 0 0 %100 20 Mii Z 0 0 0 %100 Member Distributed Loads (BLC 72 : Structure Wm (210 Deg)) Member Label Direction Start Magnitudejlb/ft,...End Magnitude[lbfit,F... Start Locationjt°AL End Localionift,yol 1 M1 X -.246 -.246 0 %100 2 M1 ' Z .426 .426 0 %100 3 M2 X -.073 -.073 0 %100 _ _ 4 M2 Z .126 .126 0 %100 , 5 MP1A X -.223 -.223 0 %100 6 MP1A Z .386 .386 0 %100 7 M7 X -.258 -.258 0 %100 ---1 8 M7 Z .447 .447 0 %100 j 9 MP2A X -.223 -.223 0 %100 - 1 10 MP2A Z .386 .386 0 %100 RISA-3D Version 15.0.2 [CA...\...\...\...\...\...\...\„A_\...V..\...\171654-VZW_MT_LOT_A_H.r3c1] Page 62 Company : Tower Engineering Solutions May 3,2021 Designer : Jorge Resendez 3:35 PM IRISAII Job Number : Project No.10047429 Model Name : 171654-VZW_MT LOT_SectorA_H Checked By _ Member Distributed Loads (BLC 72 :Structure Wm (210 Deg)) (Continued) Member Label Direction Start MagLiitudelyit,..End Itkonitude[lbfiLF... Start Location[LN End Localio_rift1 11 MP3A X -.223 -.223 0 %100 1 12 MP3A Z .386 .386 0 %100 _ 13 MP5A X -.223 -.223 0 %100 14 MP5A Z .386 .386 0 %100 • 15 MP4A X -.223 -.223 0 %100 16 MP4A Z 1 .386 .386 0 %100 17 M20 X -.246 -.246 0 %100 18 M20 Z ' .426 .426 0 %100 19 M21 X -.06 -.06 0 %100 _ 20 M21 Z .104 .104 0 %100 Member Distributed Loads (BLC 73 :Structure Wm (240 Deg)) Member Label Direction Start Magpitudeltb/ft,,.End Magnitud; lb/ft F... Start LocationItY4, End Localion[ft,%] r 1 M1 X -.142 -.142 0 %100 2 M1 Z .082 .082 0 %100 3 M2 X -.378 -.378 0 %100 4 M2 Z .218 .218 0 %100 5 MP1A X -.386 -.386 0 %100 6 MP1A Z .223 .223 0 %100 7 M7 X -.447 -.447 0 %100 , 8 M7 Z .258 .258 0 %100 9 MP2A X -.386 -.386 0 %100 _ 10 MP2A Z .223 .223 0 %100 11 MP3A X -.386 -.386 0 %100 12 MP3A Z .223 .223 0 %100 13 MP5A X -.386 -.386 0 %100 1_14 MP5A Z .223 .223 0 %100 15 MP4A X -.386 -.386 0 %100 16 MP4A Z .223 .223 0 %100 17 M20 X -.142 -.142 0 %100 18 M20 Z .082 .082 0 %100 19 M21 X -.312 -.312 0 %100 20 M21 Z .18 .18 0 %100 Member Distributed Loads (BLC 74 :Structure Wm (270 Deg)) Member Label Direction Start Magnitudelyft,...End Magrgudfittp/ft F... Start LocationiftN_ End Local ft% 1 M1 X 0 0 0 %100 2 M1 Z 0 0 0 %100 3 M2 X -.582 -.582 0 %100 , 4 M2 Z 0 0 0 %100 5 MP1A X -.446 -.446 0 %100 6 MPIA Z 0 0 0 %100 7 M7 X -.516 -.516 0 %100 8 M7 Z 0 0 0 %100 9 MP2A X -.446 -.446 0 %100 10 MP2A Z 0 0 0 %100 11 MP3A X -.446 -.446 0 %100 _ 12 MP3A Z 0 0 0 %100 13 MP5A X -.446 -.446 0 %100 , 14 MP5A Z 0 0 0 %100 L 15 MP4A X -.446 -.446 RISA-3D Version 15.0.2 [C:\...\...\...1...1...1...\...\...\...\...\...\...\171654-VZW_MT_LOT_A_H.r3d] Page 63 , 1 Company : Tower Engineering Solutions May 3,2021 Designer : Jorge Resendez 3:35 PM IIRISA Job Number : Project No. 10047429 Model Name : 171654-VZIN_MT_LOT_SectorA_H Checked By. Member Distributed Loads (BLC 74 :Structure Wm (270 Deg)) (Continued) Member Label Direction Start Magnitudellb/ft..End Mvnitude[lbfit,f... Start Location[ft,%] End Location[ft,041 F16 MP4A Z ' 0 0 0 %100 --I 17 M20 X 0 0 0 18 M20 Z 0 0 0 %100 19 M21 X -.481 -.481 0 %100 20 M21 Z 0 0 0 Member Distributed Loads (BLC 75 :Structure Wm (300 Deg)) _ Member Label Direction Start MA,gnitudejlb/k...End MagnitudeptF... Start Locationitty91_ End LocatorAttiyqj -,-- - 1 M1 X -.142 -.142 0 %100 2 M1 Z -.082 -.082 0 %100 - 3 M2 X -.378 -.378 0 %100 4 M2 Z -.218 -.218 0 %100 5 MP1A X -.386 -.386 0 %100 6 MP1A Z -.223 -.223 0 %100 7 M7 X -.447 -.447 0 %100 8 M7 Z -.258 -.258 0 %100 9 MP2A X -.386 -.386 0 %100 10 MP2A Z -.223 -.223 0 %100 11 MP3A X -.386 -.386 0 %100 ... 12 MP3A Z -.223 -.223 0 %100 13 MP5A X -.386 -.386 0 %100 14 MP5A Z -.223 -.223 0 %100 15 MP4A X -.386 -.386 0 %100 __16 MP4A Z -.223 -.223 0 %100 17 M20 X -.142 -.142 0 %100 18 M20 Z -.082 -.082 0 %100 19 M21 X -.312 -.312 0 %100 20 M21 Z -.18 -.18 0 %100 Member Distributed Loads (BLC 76 :Structure Wm (330 Deg)) Member Label Direction Start MegEitudej_lbilt...End MagnitudAllgt,F... Start Location f[AAL End Location[ft,%]___ 1 M1 X -.246 -.246 0 %100 2 M1 Z -.426 -.426 0 %100 3 M2 X -.073 -.073 0 %100 4 M2 Z -.126 -.126 0 %100 -1-- 5 MP1A X -.223 -.223 0 %100 6 MP1A Z -.386 -.386 0 %100 ---1 7 M7 X -.258 -.258 0 %100 8 M7 Z -.447 -.447 0 %100 9 MP2A X -.223 -.223 0 %100 10 MP2A Z -.386 -.386 0 %100 11 MP3A X -.223 -.223 0 %100 12 MP3A Z -.386 -.386 0 %100 13 MP5A X -.223 -.223 0 %100 - 14 MP5A Z -.386 -.386 0 %100 15 MP4A X -.223 -.223 0 %100 16 MP4A Z _ -.386 -.386 0 %100 17 M20 X -.246 -.246 0 %100 _i Y 18 M20 Z -.426 -.426 0 %100 19 M21 X -.06 -.06 0 %100 l' 20 M21 Z -.104 -.104 0 %100 _J RISA-3D Version 15.0.2 [CA...\...\...\...\...\...\...\...\...\...1...\...\1 71 654-VZVV_MT_LOT_A_H.raci] Page 64 r Company : Tower Engineering Solutions May 3, 2021 IIRISA Designer : Jorge Resendez 3:35 PM Job Model Number Name : iProject7i 6 54..Nvo.1 0 0m4 T7 4 2L.0 A_H9 T_Sector Checked By. Member Area Loads Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksn_ No Data to Print ... Joint Boundary Conditions Joint Label X Ik/inj Yik/in] 21/in] X Ftot.[k-ft/ra Y Rot.rk-ft/raA Z Rotlk-ft/radj_ 1 Ni 2 N10 Reaction Reaction Reaction Reaction Reaction Reaction 3 N35 Reaction Reaction Reaction Reaction I Reaction Reaction Envelope Joint Reactions 1 1 Joint X Obi LC Ylbj LC Z[lb] LC MXIK-ftl LC MY[k-ft] LC MZ_K-ftl LC 1 N10 max 1257.6571_10 :2697.043120 1618.594 13 -2.787 8 4.886 10 , 1.319 46 2 min -1438.517 4 845.412 2 -351.019 8 -7.729 13 -5.164 4 ' -1.525 28 3 N35 maxi 775.406 34 1065.758 14 -264.338 2 -.632 8 1.803 34 .493 46 4 min i-559.659 40 264.872 8 -1530.527, 19 -2.383 14 -1.342 40 -.566 28 5 Totals: max 1621.499 i 10 3730.753 17 1193.57 I 2 6 mini-1621.4981 4 1375.992 11 -1193.564 8 Envelope Member Section Forces Member Sec Axiaipb] LC y_Shear[lbl LC z Shearj[0] LC TorgLiejj<-.. LC y-y Morne... LC z-z Mome... LC 1 M1 1 max 0 1 0 i 8 .003 12 0 1 0 1 0 1 1_. 2 min0106014010 1 0 1 I 3 2 max 924.426 28 -9.112 4 22.942 7 -.021 45 .194 19 -.008 10 4 min 120.246 10 1489.745 34 -262.308 25 -.374 27 -.069 1 -.157 16 5 3 max 1014.907 46 1155.957 17 758.65 14* .703 20 .715 8 1.612 45 6 min -484.108 4 207.576 35 -190.482 8 -.171 2 -1.123 2 .083 27 7 4 max 632.874 46 510.335 40 197.311 2 .239 8 .279 8 .254 46 8 min -251.502 4 -33.669 10 -157.094 8 -.21 2 -.259 2 -.025 4 9 5max0109012010 1 0 1 10 min01042 -.0042010 1 0 1 11 M2 1 max 1618.594 13 2703.235 20 1440.502 4 1.319 46 4.257 10 6.396 14 12 min -351.019 8 848.098 2 -1259.628 10 -1.525 28 -4.445 4 2.232 8 13 2 max 1618.594 13 2682.048 20 1436.15 4 1.319 46 3.358 10 4.492 14 14 min -350.076 8 837.511 2 -1255.276 10 -1.525 28 -3.416 4 1441 8 15 3 max 1618.594 13 2660.86 20 1431.797 4 1.319 46 2.461 10 2.603 14 16 min -349.134 8 826.925 2 -1250.923 10 -1.525 28 -2.39 4 .658 8 17 4 max 1596.957 13 2215.659 20 1281.212 4 1.326 46 1.559 10 .874 14 18 min -191.179 8 711.939 2 -1100.338 10 -1.532 28 -1.463 4 -.076 8 19 5 max 1596.957 13 2194.472 20 1276.859 4 1.326 46 .892 33 .216 2 20 min -190.237 8 701.352 2 -1095.985 10 -1.532 28 -.633 3 -.806 20 21 M3 1 max 185.562 2 372.071 16 251.546 4 .184 10 .229 11 .21 2 22 min -143.799 8 -296.184 46 -632.833 46 -.805 40 -.122 5 -.239 8 r 23 2 max 185.562 2 372.071 16 251.546 4 .184 10 .203 11 .201 2 24 min -143.799 8 -296.184 46 -632.833 46 -.805 40 -.114 5 -.242 8 25 3 max 185.562 2 372.071 16 251.546 4 .184 10 .176 11 .191 2 26 min -143.799 8 -296.184 46 -632.833 46 -.805 40 -.106 5 -.245 8 27 ,__4 max 185.562 2 372.071 16 251.546, 4 .184 10 .15 i 11 .182 2 RISA-3D Version 15.0.2 [CA...\...\...\...\...1...\...\...\...\...\...1...\1 71654-VZW_MT_LOT_A_H.r3ci] Page 65 1 Company : Tower Engineering Solutions May 3, 2021 Designer : Jorge Resendez 3:35 PM ! ARIBA JModeeuNabmer :: 1171654ct VZW MT4LO9 T_SectorA_H Checked By Envelope Member Section Forces (Continued) 1 Member Sec kaaljlblLC _y_Shearilb1 LC zShear Ib LC Torguelk_.. LC y-y Mome... LC z-z Mome... LC_ 28 _ min_-143.799 __8 _296.184 46 -632.833. 46 _805 40 -.098 _ 5 -.247 8__ 29 5 max 185.562 2 372.071 16 251.546 4 .184 10 .149 2 .172 2 30 _____,min -143.799 8_-296.184 46 -632.833 46 -.805 40 -.115 8 -.25 8 _31 MP1A 1 max 0 1 .254 34 -.033 2 0 1 0 1 0 1 _32 min 0 1 -.447 40 -.655 20 0 1 0 1 0 1 33 2 max 198.761 4 613.395 46 118.744 47 .061 14 .145 2 .257 46 34 min -351.214 46 -32.96 4 -36.205 29 -.018 8 -.126 8 .053 4 35 3 max -46.66 37 208.912 4 125.881 8 .097 8 .366 2 .637 4 36 � min -269.166 14 -208.935 10 -125.799 2 -.097 2 -.356 8 -.578 10 37 4 max -38.33 37 199.596 4 117.813 8 .097 8 .123 2 .238 16 38 min -244.493 14 -199.619 10 -117.731 2 -.097 2 -.112 8 -.17 10 39 5 max 0 1 .223 10 .833 14 0 1 0 1 0 1 40 min 0 1 -.493 16 -.162 8 0 1 0 1 _ 0 1 41 M5 1 max 1618.594 13 2697.043 20 1438.517 4 1.319 46 4.886 10 7.729 13 42 _ min -351.019 8 845.412 2 -1257.657 10 -1.525 28 -5.164 4 2.787 8- L43 2 max 1618.594 13 2697.043 20 1438.517 4 1.319 46 4.729 10 7.396 13 44 min -351.019 8 845.412 2 -1257.657 10 -1.525 28 -4.984 4 2.648 8 45 3 max 1618.594 13 2697.043 20 1438.517 ' 4 1.319 46 4.572 10 7.062 13 46 4 min -351.019 8 845.412 2 -1257.657 10 -1.525 28 -4.805 4 2.509 8 47 _ 4 max 1618.594 13 2697.043 20 1438.517 I 4 1.319 46 4.414 10 6.729 14 48 _min -351.019 8 845.412 2 -1257.657 10 -1.525 28 -4.625_ 4 2.371 8 49 5 max 1618.594 13 2697.043 20 1438.517 4 1.319 46 4.257 10 6.396 14 50 min -351.019 8 845.412_2_=1257,657 10 -1.525 28 -4.445 4 2.232 8 51_ _ M6 1 max 1595_588 13 2159.709 20 1269.849 4 1.326 46 _892 33 .216 2 52` _ min -183.231 8 684.345 2 -1089.045 10 -1.532 28 -.633 3 -.806 20 53 _ 2 max 1595.588 13 2159.709 20 1269.8491 4 1.326 46 .948 33 .157 2 54 min -183.231 8 684.345 2 _1089.0d5 10 -1.532 28 -.668 39 -.99 20 55 3 max 1595.588 13 2159.709 20 1269.849 4 1.326 46 1.004 33 .099 2 56 T min -183.231 8 684.345 2 -1089.045 10 -1.532 28 -.705 39 -1.175 20 57 4 max 1595.588 13 2159.709 20 1269.849 4 1.326 46 1.059 33 .041 2 _ 58_ _ min -183.231 8 684.345 2 -1089.045 10 -1.532 28 -.743 39 -1.359 20 59 5_ max 1595.588 13 2159.709 20 1269.849 4 1.326 46 1.115 33 -.018 2 60 _ min -183.2318 684.345 2 -1089.045 10 T-1.532 28 -.78 39 -1.543 20 61 M7 1 max 0 1 .02 28 -.007 8 0 1 0 1 0 1 62 min 0 1 -.017 46 -.057 14 0 1 0 1 0 1 63 2 max 9.211 13 2.023 10 2.01 1 0 1 0 1 0 4 64 min 4.532 26 -2.02 4 -2.03 7 0 1 0 7 0 10 65 _�_ 3 max 18.423 13 4.046 10 4.032 1 0 1 .002 1 .002 4 66 min 9.065 26 -4.042 4 -4.053 7 0 1 -.002 7 -.002 10 67 4 max -4.532 26 2.02 4 2.03 7 0 1 0 1 0 4 68 min -9.211 13 -2.023 10 -2.01 1 0 1 0 7 0 10 69 5 max 0 1 .017 46 .057 14 0 1 0 1 0 1 70 min 0 1 -.02 _ 28 A07____8 0 1 0 1 0 1 71 M10 1 max 649.136 14 695.594 20 233.928 4 .212 10 .202 11 -.039 2 72 min -21.425 8 75.005 26 -464.462 10 -.712 16 -.092 5 -.651 20 73 2 max 649.136 14 695.594 20 233.928 4 .212 10 .179 11 -.05 2 ^74 min -21.425 8 75.005 26 -464.462. 10 -.712 16 -.083 5 -.695 20 75 3 max 649.136 14 695.594 20 233.928 4 .212 10 .156 11 -.061 2 76 min -21.425 8 75.005 26 -464.462 10 -.712 16 -.075 5 -.738 20 77 78 4 max 649.136 14 695.594 20 233.928! 4 .212 10 .133 11 -.071 - 2 min -21.425 8 75.005 26 -464 4621 10 -.712 16 -.066 5 -.782 20 79 5 max 649.136 - 14_ 695_594 20_233.928 4 21.2_ 10 .127 2 y -.082 2 RISA-3D Version 15.0.2 [C:\...\ ..\...\...\...\...\...\...\...\...\...\...\171654-VZW_MT_LOT_A_H.r3d] Page 66 v i ,,. .....*.......... , , 1 7 i Company : Tower Engineering Solutions May 3, 2021 Designer : Jorge Resendez 3:35 PM I IIIRISA Job Number : Project No.10047429 Checked By / Model Name : 171654-VZW_MT_LOT_SectorA_H 1 i '4 Envelope Member Section Forces (Continued) i i Member Sec Axialpb] LC y Shear1101 LC z Shear[1131 LC Torqu*-... LC -y Mome... LC z-z Mome... LC / 80 min -21.425 8 75.005 26___j-464.462 10 -.712 16 -.075 8 -.825 20 , 81 MP2A 1 max 0 1 .244 28 1 -.052 2 0 1 0 1 0 1 82 min 0 1 -.277 46 -.406 17 0 1 0 1 0 -1 83 2 max 422.925 44 363.409 22 632.368 14 .098 26 .125 14 .009 3 _84 min -60.478 26 -44.084 4 101.389 8 -.03 44 -.034 8 _ -.041 45 85 _ 3 max-126.364 32 178.43 4 114.421 8 .079 .331 2 .588 86 min -329.195 -178.691 10 -114.152 2 -.079 -.301 8 -.416 • 87 4 max-105.554 161.925 4 101.205 8 .083 .117 .263 88 min -274.747 -162.186 10 -100.936 2 -.083 -.084 -.066 10 89 5 max 0 .495 10 1.073 14 0 0 0 1 , 90 min 0 -.789 16 -.335 8 0 0 0 1 91 M10A 1 max 610.128 704.721 20 374.259 4 .421 10 .081 -.026 2 92 min 33.234 8 153.041 39 -200.744 10 -.382 4 -.162 -.594 20 93 2 max 610.128 14 704.7211 20 374.259 4 .421 10 .073 -.039 2 94 min 33.234 8 153.041 39 -200.744 10 -.382 4 -.144 - 639 20 . 95 3 max 610.128 14 704.721 20 374.259 4 .421 10 .066 -.052 2 96 min 33.234 8 153.041 39 -200.744 10 -.382 4 -.126 -.683 131 97 4 max 610.128 14 704.721 20 374.259 4 .421 10 .059 _ 11 -.065 98 min 33.234 8 153.041 39 -200.744 10 -.382 4 -.108 5 -.727 IN 99 5 max 610.128 14 704.721 20 374.259 4 .421 10 .057 2 -.079 100 min 33.234 8 153.041 39 -200.744 10 -.382 4 -.098 44 -.771 20 101 MP3A max 0 1 .551 34 -.054 2_ 0 1 - 0 1 0 1 102 min 0 1 -.282 40 -.635 20 0 Ell 0 1 0 1 103 max 510.198 33 18.219 10 594.189 14 .034 29 -.059 11 0 10 104 min 30.002 39 -226.279 16 150.887 8 -.091 __7,187 _ 17 -.078 16 105 max-113.884 3 171.408 4 109.42 8 .083 .328 2 .591 4 106 min -299.42 13 -171.75 10 -109.198 2 -.083 -.295 8 -.401 10 107 max-105.554 3 162.092 4 101.352 8 .083 .118 2 .263 16 108 min -274.747 13 -162.434 10 -101.13 2 -.083 2 -.084 8 -.066 109 5 max 0 1 .247 10 .883 14 0 1 0 1 0 110 min 0 1 -1.062 16 -.188 8 0 1 0 1 0 111 M12 1 max 81.795 26 218.964 22 453.972 28 .537 28 -.024 11 .047 112 min -28.965 8 -268.793 27 68.002 -10 .137 10 _-.115 29 _-.141 113 2 max 81.795 26 218.964 i 22 453.972 28 .537 28 -.019 11 .04 45 114 min -28.965 8 -268.793 27 68.002 10 .137 10 -.093 16 -.124 27 115 3 max 81.795 26 218.964 22 453.972 28 .537 28 -.014 11 .034 45 116 min -28.965 8 -268.793 27 68.002 10 .137 10 -.074 _17 -.107 27 117 4 max 81.795 26 218.964 22 453.972 28 .537 28 -.009 11 .027 45 118 min -28.965 8 -268.793 27 68.002 10 .137 10 -.055 17 -.01 , 119 5 max 81.795 26 218.964 22 453.972 28 .537 28 0 26 .021 120 min -28.965 8 -268.793 27 68.002 10 .137 10 -.036 20_ -.073 121 Mp5A 1 max 0 1 .255 In -.01 26 0 1 _0 1 0 122 min 0 1_ -.103 39 21 0 1 0 1 0 123 2 max 28.16 22 -134.189 12 78.248 29 .002 6 .031 12 -.011 124 min -353.455 27 -449.386 30 -21.177 48 -.038 24 -.049 30 -.155 125 3 CM -16.66 25 18.62 4 18.632 7 0 1 .037 1 .037 4 126 ran .49.346 13 -18.638 10 -18.611 1 0 1 -.037 7 -.037 _10 1 . 127 4 max -8.33 25 9.303 4 9.316 7 0 1 .009 1 .009 4 128 1 min -24.673 13 -9.322 10 -9.295 1 0 1 _ 2:009 _7 __-_..009 10 129 5 max 0 1 .032 46 .097 13 0 1 0 1 _ 0 1 130 min 0 1 -.068 28 -.003 , 31 0 1 0 1 0 1 131 M14 1 max 191.578 13 86.597 10 1470 258 28 .584 28 7,037 9 -.062 9 RISA-3D Version 15.0.2 [C:\...\...\...1...1...\...\...1...\...1...\...\...\171654-VZW_MT_LOT_A_H.r3c1] Page 67 Company : Tower Engineering Solutions May 3,2021 I ,�'�� Designer Jorge t No. 1 Resendez _ Checked3:35 PM Job Number Project No. 10047429 By Model Name 171654-VZW MT_LOT_SectorA H Envelope Member Section Forces (Continued) Member Sec AxialLlbjLC 1 Shear[bj LC z Shearjlb] LCTorguejk-.. LC .y-yr Mome__. LC z-z Moms_ LC,__ 132 min 24.116 7 -106.667 4 51.729 10 .141 10 -.14 15 T -.264 15 133 2 max 191.578 13 86.597 10 470.258 28 .584 28 -.033 9 -.066 9 134 min 24.116 7 -106.667 4 51.729 -10_.141 _10 .121 15 -.263 15 135 3 max 191.578 13 86.597 10 470.258 28 .584_ 28 -03 9 -.066 45 136 min 24.116 , 7 -106.667 4 51.729 10 .141 10 -.103 14 -.262 15 137 4 max 191.578 13 86.597 10 470.258 28 .584 28 -.025 8 -064 44 138 min 24.116 7 -106.667 4 51.729 10 .141 10 -.084 13 -.261 15 139 5 max 191.578 13 86.597 10 470.258. 28 .584 28 -.012 30 -.063 44 140 min 24.116 7 -106.667 4 51.729 10 .141 10 -.066 13 -.26 15 141 MP4A 1 max 0 1 .087 32 -.003 26 0 1 0 1 0 1 142 min 0 1 -.037 38 -.07 21 0 1 0 1 0 1 143 2 max 61.514 10 -80.081 10 185.652 14 -.012 30 .003 12 -029 10 144 min_131.7374 -468.11 28 38.906 44 -.066 13 -.068 30 -.193 28_ 145 3 max -16.66 31 18.618 4 18.632 7 0 1 .037 1 .037 4 146 min -49.346 13 -18.639 10 -18.611 1 0 1 -.037 7 -.037 10 147 4 max -8.33 31 9.302 1 4 9.316 7 0 1 .009 1 .009 4 148 min -24.673 13 -9.323 I 10 -9.295 1 0 1 -.009 7 -.009 10 149 5 max 0 1 .031 46 .095 13 0 1 0 1 0 1 150 min 0 1 -.071 28_ 0 7_ 0 1 0 1 0 1_ 151 M16 1 max 89.676 2 473.45 46 599.502 40 .218 4 .019 11 .075 32 152 min -131.454 8 _76.438 4 93.454 10 -.733 46 -.167 _ 17 -.053 38 153 2 max 89.676 2 473.45 46 599.502 40 .218 4 .026 11 .07 29 154 min -131.454 8 -76.438 4 93.454 10 -.733 46 -.141 17 -.082 47 155 3 max 89.676 2 473.45 46 5.99.502 40 .218 4 .033 11 .065 29 156 min -131.454 8 -76.438 4 93.454 10 -.733 46 -.115 17 -.111 47 157 4 max 89.676 2 473.45 46 599.502 40 .218 4 T .04 11 .061 29 158 min -131.454 8 -76.438 4 93.454 10 -.733 46 -.092 5 -.14 46 159 5 max 89.676 2 473.45 46 599.502 40 .218 4 .047 11 .057 28 160 min -131.454 8 -76.438 4 93.454 10 -.733 46 -.081 5 -.17 46 161 M17 1 max-267.996 2 983.072 14 555.717 40 .493 46_ .597 46 -.194 8 162 min -1530.527 19 227.644 8 -770.826 34_ -.566 _28 -.859 28 -1.05 14 163 163 2 max-267.996 2 983.072 14 555.717 40 .493 46 .64 46 -.214 8 164 - min -1530.527 19 227.644_8 -770.826 34 -.566 28 -.92 28 '-1.134 14 165 3 max-267.996 2 983.072 14 555.717 40 .493 46 .683_ 46 -.233 8 166 min -1530.527 19_227.644 8f-770.826 34 -.566 28- -.982 28 -1.218 14 167 4 max_-267.996 _2__983.072 14 555.717 40 .493 46 .727 46 -.253 8 168 _ min -1530.527 19 227.644 8 -770.826 34 -.566 28 -1.044 28 -1.302 14 169 5 max-267.996 2 983.072 14 555.717 40 .493 46 .77 46 -.272 8 170L min -1530.527 19 227.644 _ 8 -770.826 34 -.566 28 -1.105 28 `1.386 14 171 M18 1 max 24.681 1 421.466 27 -87.888 4_ .474 28 .117 35 .066 46 172 min -81.387 31 43.477 9 -451.93 34 .028 10 .004 5 .003 28 173 2 max 24.681 1 421.466_2_7 -87.888 4 .474 28 .096 24 .063 46 174 min -81.387 31 43.477 9 -451.93 34 .028 10 .003 _6 -.023 28 175 3 .max 24.681 1 421.466 27 -87.888 4 .474 28 _.078 24_ .06 46 176 min -81.387 31 43.477 9 -451.93 34 .028 10 -.011 6 -.05 28 177 4 max 24.681_ 1 421.466 27 -87.888 4 .474 28 .061 12 .057 46 178 min -81.387 31 43.477 9 451.93 34 .028 10 -019 6 -.076 28 179 5 max 24.681 1 421.466 27 -87.888 4 .474 28 .052 12 .054 46 180 min -81.387 31 43.477 9 -451.93 34 .028 10 -.026 6 -.102 28 181 M19 1 max -40.77746 195.383 16 -115.243 10 .549 28 .141 13 -.007 41 182 ; min -182.415 18 -18.444 10 -464.244 28 .049 10 .032 7_ -.18 35 183 2 max -40.777___46_1_95.383__16 -115.243. 10 __549 __28_____.123________13 _L-013___ 42_ RISA-3D Version 15.0.2 [C:\...\...\...1...\...\...1...\...\...1...\...\...\171654-VZW_MT_LOT_A_H.r3d] Page 68 ---------•-----.--------.».. - ,,... .. n raxrrrewrresrrn..rreasr x..s rr .r r/rw: n.,. rrr,sf a.. rrrr s.r .r r.nr Jr/ra I Illi li rise urt ufilri.M sr.s/e/ra.rl.aer+.. Company : Tower Engineering Solutions May 3, 2021 Designer : Jorge Resendez 3:35 PM Job r : Project No. 10047429 Model Name : 1171654 1ZW MT_LOT_SectorA_H Checked By. Envelope Member Section Forces (Continued) Member Sec Axialjlpj LC y Shear[Ibl LC z Shear[Ibl_ LC Tora k-,_ LC y-yMome... LC z-z Mome,.. LC_ 184 min -182_415 18 .024_ 7-18.444 10 -464.244 28 .049 10 -.186 36 185 3 max -40.777 46 195.383 16 -115.243 10 .549 28 .105 13 -019 44_ 186 min -182.415 18 -18.444_ 10 -464.244 28 .049 10 .016 7 -.192 26 187 4 max -40.777 46 195.383 16`115.243 10 .549 _28- A87 13 -.025 45 188 min -182.415 18 -18.444 10 -464.244 28 _049 10 .008 7 -.199 _27 189 max -40.777 46 195.383 16 -115.243 10 _.549 28 _ .068 13 -.03 45 190 min -182.415 18 -18.444 10 -464.244 28 .049 10 0 7 -.206 27 191 M20 max 0 1 .0.01 8 .004 12 0 1 0 1 0 1 192 min01 0 -_-6 � 026� 0 1 0 1 0 1 193 max-228.558 4 -48.784 10 257.292 31 .066 46 _.129 7 _ .401 34 194 min -914.026 34 546.612 28 14.566 37_ _-.175 27_ _.239 1 -.193 16 195 max-152.111 10 534.257 23 -81.698 2 .645 14 .807 44 .893 46 -- ------ --- - --------------- -- --- -- 196_________ min -953.668 40 48.368 5 -721.312 19 .113 8 -.344 2 .136 4 197 max -93.2 10 492.119 46 101.185 2 .053 38 .189 8 .245 40 198 min -599.657 40 -53.136 4 -143.085 8 -.075 32 -.212 2 .008 10 199 max 0 _ 1 0 44 0 6 0 1_ 01 0 1 200 min _0 1 0 _ 42 -.005_ 8 0 1 0 1_ 0 1 201 M21 max-267.996 2 -227.833 8 555.954 40 .493 46 .859 28 -.194 8 202 min -1530.52719 -983.331 14 -770.989 34 -.566 28 -597 46 -1.05 14 203 max-267.081 2 -236.837 8 556.358 40 .493 46 .596 4 .001 8 204 min -1530.527 19 -1002.382 14 -771.393 34 -.566 28 -.541 10 -.216 14 205 max-266.167 2 -245.841_8556.762 40 .493 46 .74 4 .635 14_ 206 - min -1530.527 19 -1021.432 14 -771.797 34 -.566 28 -.836 10 .204 8 _207 max-265.252 2 -254.846 8 557.166 40 .493 46 .887 4 1.501 14 208 min -1530.527 19 -1 o40.483 14 -772.201 34 -.566 28 -1.154 34 .414 8-_ 209 max-264.338 2 -263.85 8 557.57 40 .493 46 1.342 40 2.383 14 210 Eli-1530.527 19 '-1059.533 14_772.606' 34 -.566 28 -1.803 34 .632_ 8 211 M22 max-161.204 2 138.588 39 22.755 4 .35 4 .131 47 -.123 8 212 min _590,42 20 -341.443 33 -227.238 22 -.212 10 -.036 5 -.658 14 213 max-161.204 2 138.588 39 22.755 4 .35 4 .122 -47 -.117 8 214 min -590.42 20 -341.443 33 -227.238 22 -.212 10 -.037 5 -.661 14 215 _ -161.204 2 138.588 39 22.755 4__- .35 4_ .113 47 -.111 8 216 0111 -590.420 -341.443 33 -227.238 22 -.212 10 -.037 5 _-.665 14 217 4 max-161.204 2 138.588 39 22.755 4 .35 4 .105 47 -.105 8 218 _ min -590.42 20_-341.443 33 -227.238 22 -.212 10 -.038 5 -669 14 219 5 max-161.204 2 138.588 39 22.755 4 .35 4 .096 47 -.099 8 220__ min -590.42 20 -341.443 33 -227.238 22 -.212 10 -.039 29 -.672 14 221 M23 1 max-195.017 1 229.128' 26 353.26 40 .074 4 -.005 11 -.13 8 _222______________ min -619.406 20 -254.287 44 60.287 10 -.559 22 -.151 29 -.679 14_ 223 2 max-195.017 1 229.128 26 353.26 40 .074 4 0 11 -.13 8 224 -- - - min -619.406 20 -254.287 44 60.287 10 -.559 22 -.138 29 -.685 14 225 3 M-195.017 1 229.128 26 353.26 40 .074 4 .005 11 -.13 8 226 min -619.406 20 -254.287 44 60.287 10 -.559 22 -.125 29 -.691 14 p227 4 max-195.017 1 229_128 26 353.26 40 .074 4 .01 11 -.13 8 ' 228 _ lmin -619.406 20 -254.287 44 60.287 10 -.559 22 -.113 29 _ _.696 14 229 5 max-195.017 1 229.128 26 353.26 40 .074 4 .032 47 -.13 8 230 min -619.406 20 -254.287 44 60.287 10 -.559 22 -.1 29 -.702 14 RISA-3D Version 15.0.2 [C:\...\...1...\...\...\...\...\...\...\...\...\...\171654-VZW_MT_LOT_A_H.r3d] Page 69 Company : Tower Engineering Solutions May 3, 2021 Designer : Jorge Resendez 3:35 PM IIIRISA Job Number : Project No. 10047429 Model Name : 171654-VZW_MT_LOT_SectorA_H Checked By. Envelope AISC 14th(360-10):LRFD Steel Code Checks ? Member Shape Code Check Loc... LC ShearCheck Loc L phi*Pn...phi*Pn...phi*Mn phi*Mn Eqp 1 MP2A PIPE_2.0 .529 3.167 23 .113 .667 -1414916... 32130 1.872 1.872 2..H1-1 b 2 MP3A PPE 2.0 .471 3.667 14 .107 3.667 13 um... 32130 1.872 1.872 1 HI lb 3 M2 HSS4x4x4 .441 0 22 .151 0 rt 8 13751... 139518 16.181 16.181 111-1b 4 MP1A PPE 2.0 .425 1.167 46 .086 3.667 11 14916... 32130 1.872 1.872 .H1-lb 5 M21 HSS3x3x4 .375 3.361 34 .105 3.361 z 33 92467... 101016 8.556 8.556 .H1-lb 6 MP4A PPE_2.0 .337 3.667 27 .076 1.167 13 14916..732130 1.872 1.872 .HI-lb 7 M1 PIPE_3.0 .325 15.25 38 .228 5.141 20 36138.4 65205 5.749 5.749 .111-lb 8 MP5A PPE 2.0 .296 .667 28 .053 2.167 13 14916... 32130 1.872 1.872 .H1lib 9 M20 PIPE_3.0 .224 .385 31 .191 5.385 14 34117-65205 5.749 5.749 2...H1-lb 10 M7 PPE 4.0 .000 IJ75 7 .000 .75 7 92571... 932401_10.631 10.631 1 H1--1b Envelope AISI S100-10: LRFD Cold Formed Steel Code Checks Member Shape Code Check Logyt]LC Shear Check Lo cjfjpir LC ph i*Pn[..ph i*Tn[...ph i*Mn...ph i*Mn... Cb Dmyy_cmzz E_g_i___ I No Data to Print ... Envelope AA ADM1-10:ASD-Building Aluminum Code Checks Member Shp_p Code C...Locitt1LC Shear... Loc[ftl Dir LC Pnc/0... Pnt/Om...Mny/0... Mnz/O... Vny/O... Vnz/O... Cb Eqn No Data to Print ... 1 RISA-3D Version 15.0.2 [CA...\...\...1...1...1...\...\...\...1...1...\...1171654-VZW_MT_LOT_A_H.r3d] Page 70 Mount Desktop — Post Modification Inspection (PM') Report Requirements Documents & Photos Required from Contractor— Mount Modification Purpose—to provide TES the proper documentation in order to complete the required Mount Desktop review of the Post Modification Inspection Report. • Contractor is responsible for making certain the photos provided as noted below provide confirmation that the modification was completed in accordance with the modification drawings. • Contractor shall relay any data that can impact the performance of the mount or the mount modification, this includes safety issues. Base Requirements: • Any special photos outside of the standard requirements will be indicated on the drawings • Provide "as built drawings" showing contractor's name, preparer's signature, and date. Any deviations from the drawings (proposed modification) must be shown. • Notation that all hardware was properly installed, and the existing hardware was inspected for any issues. • Verification that loading is as communicated in the modification drawings. NOTE If loading is different than what is conveyed in the modification drawing contact TES immediately. • Each photo should be time and date stamped • Photos should be high resolution and submitted in a Zip File and should be organized in the file structure as depicted in Schedule A attached. • Contractor shall ensure that the safety climb wire rope is supported and not adversely impacted by the install of the modification components. This may involve the install of wire rope guides, or other items to protect the wire rope. • The photos in the file structure should be uploaded to https://pmi.vzwsmart.com as depicted on the drawings Photo Requirements: • Base and "During Installation Photos" o Base pictures include ■ Photo of Gate Signs showing the tower owner, site name, and number ■ Photo of carrier shelter showing the carrier site name and number if available ■ Photos of the galvanizing compound and/or paint used (if applicable), clearly showing the label and name o "During Installation Photos if provided - must be placed only in this folder • Photos taken at ground level o Overall tower structure before and after installation of the modifications o Photos of the appropriate mount before and after installation of the modifications; if the mounts are at different rad elevations, pictures must be provided for all elevations that the modifications were installed . .. . • Photos taken at Mount Elevation o Photos showing each individual sector before and also after installation of modifications. Each entire sector must be in one photo to show in the inter-connection of members. ■ These photos should also certify that the placement and geometry of the equipment on the mount is as depicted on the sketch and table in the mount analysis o Close-up photos of each installed modification per the modification drawings; pictures should also include connection hardware (U-bolts, bolts, nuts, all-threaded rods, etc.) o Photos showing the measurements of the installed modification member sizes (i.e. lengths, widths, depths, diameters, thicknesses) o Photos showing the elevation or distances of the installed modifications from the appropriate reference locations shown in the modification drawings o Photos showing the installed modifications onto the tower with tape drop measurements (if applicable) (i.e. ring/collar mounts, tie-backs, V-bracing kits, etc.); if the existing mount elevation needs to be changed according to the modification drawings, a tape drop measurement shall be provided before the elevation change o Photos showing the safety climb wire rope above and below the mount prior to modification. o Photos showing the climbing facility and safety climb if present. Material Certification: • Materials utilized must be as per specification on the drawings or the equivalent as validated by TES. o If the drawings are as specified on the drawings ■ The contractor should provide the packing list or the materials utilized to perform the mount modification o If an equivalent is utilized ■ It is required that the TES certification of such is included in the contractor submission package. There may be an additional charge for this certification if the equivalent submission doesn't meet specifications as prescribed in the drawings. • The contractor must certify that the materials meet these specifications by one of these methods. ❑The Material utilized was as specified on the TES Mount Modification Drawings and included in the Material certification folder is a packing list or invoice for these materials ❑The material utilized was an "equivalent" and included as part of the contractor submission is the TES certification, invoices, or specifications validating accepted status Certifying Individual: Company Name Signature Antenna & equipment placement and Geometry Confirmation: • The contractor must certify that the antenna& equipment placement and geometry is in accordance with the antenna placement diagrams as included in this mount analysis. ❑ The contractor certifies that the photos support and the equipment on the mount is as depicted on the antenna placement diagrams as included in this mount analysis. ❑ The contractor notes that the equipment on the mount is not in accordance with the antenna � placement diagrams and has accordingly marked up the diagrams or provided a diagram r outlining the differences. Certifying Individual: Company Name Signature Special Instructions/Validation as required from the MA or Mod Drawings: Issue: Response: i Schedule A—Photo& Document File Structure VzW Site Number/Name Base& "During Installation" Photos Pre-Installation Photos Alpha es Beta Gamma Ground Level N Tape Drop N Post-Installation Photos fla Alpha II Beta 611 Gamma 1111 Ground Level al Tape Drop 111/ Photos of climbing facility and safety climb—If Present Certifications—Submission of this document including certifications IR Specific Required Additional Photos Structure: 171654-VZW-DARTMOUTH Sector; A 5/3/2021 Structure Type: Monopole Mount Elev: 90.00 Page: 1 0 To Structure ti Plan View r 1771-7"21'u?'-1.I. rl Hi.: Ui_11.11.111.111 Front View 111111111111111111111111111 ■ Looking at Structure I I I 5 4 3 1 Height Width H Dist Pipe Pipe Ant C.Ant Ant Ref# Model (in) (in) Frm L. # Pos V Pos Frm T. H Off Status Validation A3 BXA-70040-8CF-850MHZ(82806)(Antenna) 94.6 23.9 120 1 a Front 43.5 0 Retained 02/19/2021 R11 4449(Radio) 15 13.2 120 1 a Behind 9 0 Added A2 JAHH-45C-R38(Antenna) 95.9 18 75 2 a Front 43.5 0 Retained 02/19/2021 R6 RRUS32 B2(Radio) 27.2 12.1 75 2 a Behind 9 0 Retained 02/19/2021 R14 CBC78T-DS-43-2X 6.4 6.9 75 2 a Behind 60 0 Added A2 JAHH-45C-R3B(Antenna) 95.9 18 52 3 a Front 43.5 0 Retained 02/19/2021 R7 RRUS32 B66A(Radio) 27.2 12.1 52 3 a Behind 9 0 Retained 02/19/2021 A9 VZ-A1R6701 TB(Antenna) 20.5 7.9 30 4 a Front 9 0 Added 02/19/2021 Al nL-Sub6 Antenna 31.5 15.8 6 5 a Front 15 0 Added Copyright 2019 by Tower Engineering Solutions,LLC.All Rights Reserved Structure: 171654-VZW-DARTMOUTH Sector: B 5/3/2021 Structure Type: Monopole Mount Elev: 90.00 Page:2 ATo Structure Plan View ` r97.079 Hj I 1 i111 ii ',in 111111111111111111 Front View IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IN e Looking at Structure A4 I I I a 4 3 2 1 Height width H Dist Pipe Pipe Ant C.Ant Ant Ref# Model (in) (in) Frm L. # Pos V Pos Frm T. H Off Status Validation A4 BXA-70063-8CF-850MHZ(80374)(Antenna) 94.7 11.2 120 1 a Front 43.5 0 Retained 02/19/2021 R11 4449(Radio) 15 13.2 120 1 a Behind 9 0 Added A2 JAHH-45C-R3B(Antenna) 95.9 18 75 2 a Front 43.5 0 Retained 02/19/2021 R6 RRUS32 B2(Radio) 27.2 12.1 75 2 a Behind 9 0 Retained 02/19/2021 R14 CBC78T-DS-43-2X 6.4 6.9 75 2 a Behind 60 0 Added A2 JAHH-45C-R3B(Antenna) 95.9 18 52 3 a Front 43.5 0 Retained 02/19/2021 R7 RRUS32 B66A(Radio) 27.2 12.1 52 3 a Behind 9 0 Retained 02/19/2021 A9 VZ-AIR6701 TB(Antenna) 20.5 7.9 30 4 a Front 9 0 Added 02/19/2021 Al nL-Sub6 Antenna 31.5 15.8 6 5 a Front 15 0 Added Copyright 2019 by Tower Engineering Solutions,LLC.All Rights Reserved Structure: 171654-VZW-DARTMOUTH Sector: C 5/3/2021 Structure Type: Monopole Mount Elev: 90.00 Page: 3 0 To Structure 1 Plan View inTINELInitiiimmi.g.25 • ...... . 7 FAI.jmi • . i Front View 111111111111111111111111111111111 ■ 111M111111011M I Looking at Structure I I T Height Width H Dist Pipe Pipe Ant C.Ant Ant ' Ref# Model (in) (in) Frm L. # Pos V Pos Frm T. H Off Status Validation A5 BXA-70080-8CF-850MHZ(82818)(Antenna) 94.6 8 120 1 a Front 43.5 0 Retained 02/19/2021 R11 4449(Radio) 15 13.2 120 1 a Behind 9 0 Added A2 JAHH-45C-R3B(Antenna) 95.9 18 75 2 a Front 43.5 0 Retained 02/19/2021 R6 RRUS32 B2(Radio) 27.2 12.1 75 2 a Behind 9 0 Retained 02/19/2021 R14 CBC78T-DS-43-2X 6.4 6.9 75 2 a Behind 60 0 Added A2 JAHH-45C-R3B(Antenna) 95.9 18 52 3 a Front 43.5 0 Retained 02/19/2021 R7 RRUS32 B66A(Radio) 27.2 12.1 52 3 a Behind 9 0 Retained 02/19/2021 A9 VZ-AIR6701 TB(Antenna) 20.5 7.9 30 4 a Front 9 0 Added 02/19/2021 A10 nL-Sub6 Antenna 31.5 15.8 6 5 a Front 15 0 Added Copyright 2019 by Tower Engineering Solutions,LLC,At Rights Reserved