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Report (3) el.P2C2-1-001-7 p tol ss st,,, C., OFFICE COPY RECEIVED a Dd verizon E S , ., F _IGARL) WING DIVISION 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#: 10047417 May 6, 2021 Site Information Site ID: 163006-VZW Site Name: CASCADE-POR CASCADE Alt 1 Crown Collo Carrier Name: Verizon Wireless Address: 10185 SW Cascade Tigard, Oregon 97223, Washington County Latitude: 45.446528° Longitude: -122.783478° Structure Information Tower Type: Monopole Mount Type: 12.50-Ft Platform w/Support Rails FUZE ID#16230328 Analysis Results (1) Platform w/Support Rails: 62.7% [Pass] ***Contractor PM!Requirements: Included at the end of this MA report Available & Submitted via portal at https://pmr.vzwsmart.com Contractor-Please Review Specific Site PM!Requirements Upon Award �/ Requirements also Noted on Mount Modification Drawings Z Requirements may also be Noted on A & E drawings ��R�p Po Report Prepared By: Cameron Pescatello �`. aGINEA. ,A O' EGON °CH 11'1 G iAIHWEI KO� EXPIRES: t30 / verizon ('' i F S 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#: 10047417 May 6, 2021 Site Information Site ID: 163006-VZW Site Name: CASCADE-POR CASCADE Alt 1 Crown Collo Carrier Name: Verizon Wireless Address: 10185 SW Cascade Tigard, Oregon 97223, Washington County Latitude: 45.446528° Longitude: -122.783478° Structure Information Tower Type: Monopole Mount Type: 12.50-Ft Platform w/Support Rails FUZE ID#16230328 Analysis Results (1) Platform w/Support Rails: 62.7% [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 PMI Requirements Upon Award Requirements also Noted on Mount Modification Drawings Requirements may also be Noted on A & E drawings Report Prepared By: Cameron Pescatello Mount Post-Modification Analysis Report May 6, 2021 (1) 12.50-Ft Platform w/Support Rails Site ID: 163006-VZW/CASCADE-POR CASCADE Alt 1 Crown Coto Page12 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 Mapping provided by Kimley-Horn,dated February 15, 2021 Previous Mount Analysis Tower Engineering Solutions; Project#: 10037297, dated February 20, 2021 Mod Drawing Tower Engineering Solutions; Project#: 10047417 Antenna Loading Verizon RFDS; FUZE ID: 16230328,dated December 17, 2020 Analysis Criteria: Codes and Standards: ANSI/-IA-222-H/2018 IBC/2019 Oregon Structural Specialty Code Wind Parameters: Basic Wind Speed (Ultimate 3-sec. Gust), VuLT: 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: C Topographic Category: 1 Topographic Feature Considered: N/A Topographic Method: Method 1 Ground Elevation Factor, Ke: 0.993 Seismic Parameters: Ss: 0.862 Si: 0.397 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 6, 2021 (1) 12.50-Ft Platform w/Support Rails Site ID: 163006-VZW/CASCADE-POR CASCADE Alt 1 Crown Collo Page I3 Final Loading Configuration: The following equipment has been considered for the analysis of the mount: Mount Equipment Elevation Elevation Quantity Manufacturer Model Status (ft) (ft) 3 Ericsson VZ-AIR6701 TB Added 8 JMA MX06FRO840-02 Added 3 Ericsson AIR6449 Added 75.00 75.00 4 Ericsson 4449 Added 1 Raycap OVP-12 * Added 4 Ericsson RRUS32 B2 Retained 4 Ericsson RRUS32 666A Retained 4 Raycap OVP-6 * Retained * Equipment to be mounted directly to vertical pipes on the side of the standoff arms and are not shown in the antenna placement diagrams. 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. 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. Mount Post-Modification Analysis Report May 6, 2021 (1) 12.50-Ft Platform w/Support Rails Site ID: 163006-VZW/CASCADE-POR CASCADE Alt 1 Crown Co/lo Page I 4 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. 6-46) 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 6, 2021 (1) 12.50-Ft Platform w/Support Rails Site ID: 163006-VZW/CASCADE-POR CASCADE Alt 1 Crown Co//o Page 5 Analysis Results: Component Utilization % Pass/Fail Standoff Arms 34.7% Pass Face Horizontals 43.9% Pass Plan Bracing Angle 62.7% Pass Grating Support Angles 7.8% Pass Support Rails 27.3% Pass Support Rail End Connections 22.8% Pass Mount Pipes 39.5% Pass OVP Pipes 6.3% Pass Kicker Supports 8.5% Pass Structure Rating-(Controlling Utilization of all Components) 62.7% Recommendation: The existing mount 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 "II "" ,44 a &,,,,,,s,1,.'rh .1, at s, • f,vd-a,1.'eti vt �2#£.,4�'s+A'k, a A4 , iN± '44 'k y ' ,1. , 1. J ,^.:. ,` , ,,,, iiilli ai,; `_"mow. - j - �y w r I 3 -w"- ..y, r�l • v3.0 updated on 8-31-2020 Ili i Fcc« Antenna Mount Mapping Form (PATENT PENDING) i��ES� Tower Owner: CROWN Mapping Date: 2/15/2021 Site Name: PROGRESS Tower Type: MONOPOLE I uaw, }]µ,uu•.nmit S.4iuli,s Site Number or ID: 874140 Tower Height(Ft.): 115 all height measuremen Mapping Contractor: Kimley-Horn Mount Elevation(Ft.): 75 This antenna mapping form is the property of TES and under PATENT PENDING.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 by express written permission of TES.All means and methods are the responsibility of the contractor and the work shall be compliant with ANSI/ASSE A 10.48,OSHA,FCC,FAA and other safety requirements that may apply.TES is not warrantying the usability of the safety climb as it must be assessed prior to each use in compliance with OSHA requirements. Mount Pipe Configuration and Geometries[Unit=Inches) Vertical Vertical Horizontal Horizontal Sector/ Offset Sector/ Offset Mount Pipe Size&Length Offset"Cl, Mount Pipe Size&Length Offset"Cl, Position Dimension Position Dimension C2,C3,etc." C2,C3,etc." ' Al 2.365X.15X8' 72.00 20.00 Cl 2.365X.15X8' 72.00 20.00 ' A2 2.365X.15X8' 72.00 58.00 C2 2.365X.15X8' 72.00 58.00 A3 2.365X.15X8' 72.00 91.00 C3 2.365X.15X8' 72.00 91.00 A4 2.365X.15X8' 72.00 130.00 C4 2.365X.15X8' 72.00 130.00 ✓ rc Fe ' AO,:lit AS C6 A6 C6 rF 81 2.365X.15X8' 72.00 20.03 D1 2.365X.15X8' 72.00 20.00 s 82 2.365X.15X8' 72.00 58.00 D2 2.365X.15X8' 72.00 58.00 t s 4' , es id w its''. 83 2.365X.15X8' 72.00 91.00 D3 2.365X.15X8' 72.00 91.00 e - 84 2.365X.15X8' 72.00 130,00 D4 2.365X.15X8' 72.00 130.00 141 {:., a . ( *i 85 D5 rt B6 D6 M aa ". ) f i 1 r' .. a 1_, Distance between bottom rail and mount CL elevation(dim d'.Unit is inches.See'Mount Elev Ref'tab for details.: 0.00 er . top supporttip / qP (N/A ): a} - ,; ';«E. � a g� �'t ,w`l s"' '"h Distance from of bottom rail to lowest of ant. a t.of Carrier above. if>10 ft. Distance from top of bottom support rail to highest tip of ant./egpt.of Carrier below.(N/A if>10 ft.): „a, r`-"i Please enter additional infomation or comments below. 1l vT f , , pp I 1 Tower Face Width at Mount Elev.(ft.): I ITower Leg Size or Pole Shaft Diameter at Mount Elev.(in.): I 18 wr Mounting Locations Photos of Enter antenna model.If not labeled,enter"Unknown". [Units are inches and degrees) antennas I FACE B I _ Horiz. .-LEG C E Coax Antenna Vertical Offset"h" Antenna : Antenna Models if Width Depth Height S.i Ali N Photo Size and Center- Distances'bta,bz„ (use""if Azimuth Known (in.) (in.) (in.) Numbers 9 4aL, c Qty line(Ft.) bebib...."(Inches) be bib...." (Degrees) j 1 Sector A Anti, X7C-FRO-840-V 76.3333 56.00 12 00 SECTOR A LEG A k " 1 Ante RRUS 32 77 48.00 -10.00 Antic 1.,.�., r�i Antz. WBX04519X000 77 48.00 12.00 (211sea•h' Antzb ` Antz, Ant3, WBX04519X000 77 48.00 12.00 I 1....... Ant•. 1 t R1 Anti. t 1 RI Pntx. 1 y Anew . ■■ Ant RRUS11B13 76.5 54.00 -10.00 1. 11 l' -11 I -11 i -1I Iai , l,l„ Ants .Mt•u l Ai Ant b at l Mt s Ante n AnF.a l� s.'ll '-1 Jai Ant,„ X7C-FRO-840-V 76.3333 56.00 12.00 _ �, {_ y I___ i_... Anteb RRUS32 77 48.00 -10.00 11 _ - __ 1 - --. Anton ''�nh, I __.� ntrr �Tr..�,: r "f1..x Ant ton 0...L_ Standoff Ant on Standoff Ant on RMSDC-3315 Tower Antenna Layout(Looking Out From Tower) Ant on Tower Mount Azimuth(Degree) Tower Leg Azimuth(Degree) Sector B for Each Sector for Each Sector Ant„ X7C-FRO-840-V 76.3333 56.00 12.00 Sector A: 0.00 Deg Leg A: Deg Antlb RRUS 32 77 48.00 -10.00 Sector B: 90.00 Deg Leg B: Deg Antic Sector C: 180.00 Deg Leg C: Deg Ant2, WBX04519X000 77 48.00 12.00 Sector D: 270.00 Deg Leg D: Deg Ant2b Climbing Facility Information Antic Location: 1.00 Deg Ants, WBX04519X000 77 48.00 12.00 Corrosion Type: Good condition. Ants' RRUS11813 76.5 54.00 -10.00 Climbing Access: Climbing path was unobstructed. Ant Facility s` Condition: Good condition. Ant„ X7C-FRO-840-V 76.3333 56.00 12.00 Antsb RRUS32 77 48.00 -10.00 1 _•i. II Antic i Ants, Antsb ... Ants, 1 EI Anton _ . -_ :�-• Standoff '" ,w ' Anton ( i Standoff 'T r- ! Anton RMSDC-3315 uvo-,>„n.- Ii „ . Tower Anton ,.w.*k _l. L. ( I Ili 1,_ Tower Sector C 1 Ant„ X7C-FRO-840-V 76.3333 56.00 12.00 --- T^ -- Ant" RRUS 32 77 48.00 -10.00 - '.i 1 Ant„ - - Ante, WBX04519X000 77 48.00 12.00 I i .( Ant2b f EN 'a Antic Ant3, WBX04519X000 77 48.00 12.00 1 j ,1 "•Y �� Ants' RRUS11B13 76.5 54.00 -10.00 I Ants, r.r[rxr re a w,T10 ' ? •n.a r,mts-r", Ant„ X7C-FRO-840-V 76.3333 56.00 12.00 IIII .f. un.nu+s_+tte ux "`R Ant" RRUS32 Antic 77 48.00 -10.00 IIIMIN MI ..... . .. ... unrr+uti rr>4,-0. Afltsa €.51 M;f:rw dart-r_I :rpww,.M.5 Wye/U.a x+r,ns.z arm].or Antsb r...... rr x ios,on , Ants, 1 ,1 a Anton + i ._ Standoff I An[on -- ... 1f r- Standoff - ..tl 11- Anton RMSDC-3315 Tower Ant on Tower Sector D Anti, X7C-FRO-840-V 76.3333 56.00 12.00 Antib RRUS 32 77 48.00 -10.00 Antic Ants, WBX04519X000 77 48.00 12.00 Antab Ant25 Ant3, WBX04519X000 77 48.00 12.00 Anti' RRUS11B13 76.5 54.00 -10.00 Antic Ant„ X7C-FRO-840-V 76.3333 56.00 12.00 Anti' RRUS32 77 48.00 -10.00 Ant" Ant5a Ants' Antsc Ant on Standoff Ant on Standoff Anton RMSDC-3315 Tower Ant on Tower Observed Safety and Structural Issues During the Mount Mapping Issue t! I Description of Issue I Photo II 1 2 3 4 • 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. Standard 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. A 2 x 1 lose I 1 wtw. , �_T3 I 1 4/110P- :-' -. ' '. •,..41111 . esig si,_ _ ., riv 111111741 ----.:,,,,,,, `. 4 , 44000. 11 R 1 Tower Engineering Solutions SK- 1 163006-VZW_MT_LO_H May 6, 2021 at 2:33 PM Project No. 10047417 163006-VZW_MT LO H.f3d Page 1 Y Code Check • (Env) No Calc n 1.0 Z X .90-1.0 75.90 I • 50-.75 0.-.50 • .2 • i ll , •�� I 749 110 CO . 40010 .4140 rkii l itild Ohl 111... .4• SMI 11 l 40 r7 6 cP• i • . 67 M Fr- Tor P'' M 'Kg 76 p.2) ,I ) Og 16. en Member Code Checks Displayed(Enveloped) Results for LC 1, 1.2D+1.OWa(0 Deg) Tower Engineering Solutions. 1SK-2 163006-VZW_MT_LO_H III May 6, 2021 at 2:33 PM Project No. 10047417 1 163006-VZW_MT LO H.r3d Page 2 Y Shear Check (Env) No Calc r 1.0 Z X .90.1.0 75-.90 .50-.75 0.-50 I• _ .1 �G C • C 3 L a el ?0 I • V. o o C 4/ •1 • ' ? G o rn • �1 07 At o ' 0 0 .77 o 07 . 410 ,, , 8. ..wie H, Y 4 0 • o r°7 s •77 p\ Cq 6 .07 1\ fa 0 co r 0 Member Shear Checks Displayed(Enveloped) Results for LC 1, 1.2D+1.0Wo(0 Deg) Tower Engineering Solutions SK - 3 163006-VZW_MT_LO_H May 6, 2021 at 2:33 PM Project No. 10047417 163006-VZW_MT Lo_H.r3d Page 3 Company : Tower Engineering Solutions May 6,2021 I i IRISA N Designer : — _ 2:33 PM Job Number Project No. 10047417 Model Name : 163006-VZW_MT LO H Checked By: Basic Load Cases BLCDesc ption Category X Gravit Y Gravity,Z Gravit Joint_ Point Distributed Area(Member) Surfacej... 1 Antenna D None 141 2 Antenna Di None M 141 3 Antenna Wo(0 Deg) None 141 4 Antenna Wo(30 Deg) None 141 - 5 Antenna Wo(60 Deg) None 141 6 Antenna Wo( 2 Deg. None -- 141 III 7 :Antenna Wo(1120 D... None 141 8 iAntenna Wo(150 D... None EU 141 g Antenna Wo(180 D... None 14110 tenna Wo(210 D... None 141 11 Antenna Wo(240 D... N•ne �� 141 12 Antenna Wo(270 D_.. None ���� 141 111111= ®Antenna Wo(300 D... ____None --_- 141 m. tenna Wo(330 D... None 41 Antenna VVi(0 Deg) None 141 Antenna Vlfi(30 Deg) None _ 141 Antenna W(60 Deg) None 141 Antenna Wi(90 Deg) None � 141 P • termi(1 j g None 141 ten (15dd sr,eZ N•ne _ 141 Q 11ii° IIg Non: �:n ennallone l • '-e' N.ne -M _114141 Mil ®•ntenna Wi(240 Deg None -- 141 24 :• - ° • ( 71 .LC e A N• - m � 141 ��� 1 25 •ntenna Wi(300 Deg N•n= -- IN- 26 ntenna Wi(330 Dee Non- 27 Antenna Wm(0 Dee) None 141 28 Antenna Wm(30 Deg None 141 11 29 'Antenna Wm(60 Dee None 141 30 Antenna Wm(90 Deg None 141 31 Antenna Wm(120 D.. None 141 32 Antenna Wm(150 D.. None 141 33 Antenna Wm(180 D.. None 141 ' 34 Antenna Wm(210 D.. None 141 35 Antenna Wm(240 D.. None 141 SF Antenna Wm(270 D.. None 141 37 Antenna Wm(300 D.. None 141 38 Antenna Wm(330 D.. None f ! 141 39 Structure D None__ !____ -1 4 40 . Structure Di None 72 4 41 StrudureWo (ODe.) N•n- 144 i 42 Structure Wo (30 D... None 144 43 Structure Wo (60 D... None T 144 44 Structure Wo (90 .... None �� M 45 Structure Wo (120 .. None 47 Structure Wo (180... None 47 Structure Wo (180... None 144NI 48 Structure Wo (210... None 1 . 49 Structure Wo (240... None 144 50 Structure Wo (270... None -�� 144 51 Structure Wo (300_ None 144 52 Structure Wo (330... None ._._ ��� 144 153 'Strudure w (0 Deg) None -_ 144 RISA-3D Version 15.0.2 [CA...1...\...\...\...1...\...\...\...\...\...\Model Files\163006-VZW_MT LO_H.r3d] Page 4 Company : Tower Engineering Solutions May 6, 2D21 I 'IRISA Designer33 PM _ - C2hecks d By: Job Number : Project No. 10047417 Checked Model Name : 163006-VZW MT LO H Basic Load Cases (Continued) EILC Desctiption Category X Gravity Y Gravity_Z Gravity _ Joint Point Distributed AreajMember1 Su_rface_i.__ 54 Structure Wi (30 Deg) None 144 55 Structure Wi (60 Deg) None _ 144.____ 56 Structure Wi (90 Deg) None 144 57 Structure Wi (120 D.. None 144 58_ Structure Wi (150 D.. None 144 59 Structure Wr (180 D.., None 144 60 'Structure Wi (210 D.. None _ 144 61 Structure Wi (240 D.. None 144 62 ',Structure WI (270 D... None _144 63 Structure Wi (300 D.. None _ 144 _64 :Structure Wi (330 D.. None 144__ 55 Structure Wm (0 De.. None _144 66 _Structure Wm (30 D.. None 1444 67 •Structure Wm (60 D.. None 144 68 ',Structure Wm (90 D.. None 144 5,9Structure Wm (120... None 144 70 ',Structure Wm (150... None 144 71 ,Structure Wm (180... None 144 72 ',Structure Wm (210... None 144 73 'Structure Wm (240... None _ 144 74 'Structure Wm (270... None 144 75 .Structure Wm (300... None _ 144 76 ',Structure Wm (330... None 144 77 Lm1 None _ 1 78 ' Lm2 None 1 79 Lv1 None 1 80 Lv2 None 1 81 BLC 39 Transient Ar.. None 160- 82 BLC 40 Transient Ar.., None 160 Load Combinations _Description_ So..P... .. B : : ;. r . : : ..: F .BLCE c BL. Fac,.,BLCFsc-BLDFec,,,. 1 1.2D+1.0Wo (0 Deo)'Yes Y 1.2 39 1.2 3 1 41 1 2 1.20+1.0Wo(30 Deg) Yes Y .e 1.2 9 1.2 4 1 42 1 1 3 1.2D+1.0Wo(60 Deg) Yes Y fl 1.2 39 1.2 5 1 43 1 4 1.2D+1.0Wo(90 Deg) Yes Y 1 1.2 39 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 1 146 1 7 1.2D+1.0Wo(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) Yes Y 1 1.2 39 1.2 12 1 50 1 11 1.2D+1.0wo(300 Dew) 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+ 1.0Wr(0..,Yes Y 1 1.2 39 1.2 2 1 40 1 _ 15 1 53 1 14 1.2D+1.0Di+ 1.0Wi(3...Yes Y 1 1.2 39 1.2 2 1 40 1 16 1 54 1 15 1.2D+1.0Di+ 1.0Wi(6...Yes Y 1 1.2 39 1.2 2 1 40 1 17 1 55 1 16 1.2D+1.0Di+ 1.0W(9...Yes Y 1 1.2'39 1.2 2 1 40 1 18 1 56 1 17 1.2D+1.0Di+1.0Wi(1...Yes y 1 1.2 39 1.2 2 1 40 1 19 1 57 1 18 1.20+1.0Di+1.0Wi(1...Yes y 1 1.2 39 1.2 2 1 40 1 20 1 58 1 19 1.2D+1.0Di+1.0Wi(1...Yes Y 1 1,2 39 1.2 2 1 40 1 21 1 59 1• 20 1.2D+1.0Di+1.0WI(2...Yes y _; 1_,1.2 39 1.2 2 1 40 1 22 1 60 1 21 1.2D+1.0Di+1.OWi(2...Yes Y __ 1i 1.2 39 1.2 2 1 40 1 23 1 61 1 22 1.2D+1.0Di+1.0Wi(2...Yes Y 111.2 39 1.2 2 1 40 1 24: 1 62 1 23 1.2D+1.0Di+1.0Wi(3...Yes Y 1 1.2 39.1.2 21 ,401 25 1 .63 1 �_,_ l RISA-3D Version 15.0.2 [C:\...\...1...\...\...\...'...'...'...'...'...'Model Files\163006-VZW MT_LO_H.r3d] Page 5 Company Tower Engineering Solutions May 6,2021 DesPM ''I R ISA Job gner - Checked23 Job Number • Project No. 10047417 By: Model Name : 163006-VZW_MT LO H Load Combinations (Continued) Description So..P._ S...,BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BL Fac..BLCFac... 24 1.2D+1.0Di+ 1.0Wi(3...Yes Y 1 1.2 39 1.2 2 , 1 40 1 26 1 64 1 25 1.2D+1.5Lm1 +1.0Wm..Yes Y 1 1.2 39 1.2 77 1.5 27 1 65 1 26 1.2D+1.5Lm1 +1.0Wm..Yes Y 1 1.2 39 1.2 77 1.5 28 1 66 1 27 1.2D+1.5Lm1 +1.0Wm..Yes Y 1 1.2 39 1.2 77 1.5 29 1 67 1 8 1.20+1.5Lm1 +1.0Wm..Yes Y 1 1.2 39 1.2 77 1.5 30 1 68 1 29 1.2D+1.5Lm1 + 1.0Wm..Yes V 1 1.2 39 1.2 77. 1.5 31 1 69 1 EI1.2D+1.5Lm1 +1.0Wm..Yes y 1 1.2 39 1.2'77 1.5 32 1 70 1 • ®1.2D+ 1.5Lm1 +1.0Wm..Yes V 1 1.2 39 1.2 77 1.5 33 1 71 1 FE111.20+ 1.5Lm1 +1.0Wm..Yes y 1 1.2 39,1.2 77,1.5 34! 1 72 1 0111.2D+1.5Lm1 +1.0Wm..Yes V 1 1.2 39'12 77 1.5 35' 1 73 1 34 1.2D+1.5Lm1 +1.0Wm..Yes Y 1 1.2 39 1.2 77 1.5 36 1 74 1 35 '1.2D+1.5Lm1 +1.0Wm...Yes V 1.2 39 1.2 77 1.5 37 1 75 1 '1.2D+1.5Lm1 +1.0Wm..Yes V 1 1.2 39 1.2 77 1.5 38 1 76 1 37 1.2D+1.5Lm2+1.0Wm..Yes V 1 1.2 39 1.2 78 1.5 27 1 65 1 38 1.2D+1.5Lm2+1.0Wm...Yes Y 1 1.2_39 1.2 78 1.5 28 1 66 1 39 1.2D+1.5Lm2+1.0Wm...Yes Y 1 1.2 39 1.2 78 1.5 29 1 67 1 40 1.2D+1.5Lm2+1.0Wm..Yes y 1 1.2 39 1.2 78 1.5 30 1 68 1 41 1.2D+1.5Lm2+1.0Wm..Yes Y 1_ 1.2 39 1.2 78 1.5 31 1 69 . 1 42 1.2D+1.5Lm2+1.0Wm..Yes Y ' 1 1.2 39 1.2 78 1.5 32 1 70 1 43 1.2D+1.5Lm2+1.0Wm..Yes Y 1 1.2 39 1.2 78 1.5 33 1 71 1 44 1.2D+1.5Lm2+1.0Wm..Yes Y 1 1.2 39 1.2 78 1.5 34 1 72 1 45 1.2D+1.5Lm2+1.0Wm..Yes Y 1 1.2 39 1.2178 1.5 35 1 73 1 46 1.2D+1.5Lm2+1.0Wm..Yes V 1 1.2 39 1.2178 1.5 36 1 74 1 47 1.2D+ 1.5Lm2+1.0Wm..Yes Y 1 1.2 39 1.2 '78 1.5 371 1 75 1 48 1.2D+ 1.5Lm2+1.0Wm...Yes Y 1 1.2 39 1.2 7811.5 38 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 51 1.4D Yes Y 1 1.4 39 1.4 52 Seismic Mass Y 1 1 39 1 53 1.2D+1.0Ev+1.0Eh(0... Y 1 1.2 39 1.2 SX SY 1 SZ -1_ 54 1.2D+1.0Ev+1.0Eh(3... Y 1 1.2 39 1.2 SX .5 SY 1 SZ.868 55 1.2D+1.0Ev+1.0Eh(6.. Y 1 1.2 39 1.2 SX .866 SY 1 SZ -.5 J6 1.2D+1.0Ev+1.0Eh(9... Y 1 1.2 39 1.2 SX 1 SY 1 SZ 57 1.20+1.0Ev+ 1.0Eh(1.. Y 1 1.2 39 1.2 SX .866 SY 1 SZ .5 58 1.2D+1.0Ev+1.0Eh(1.. Y 1 1.2 39 1.2 SX .5 SY 1 SZ.866 59 1.2D+1.OEv+1.0Eh(1.. Y _ 1 1.2 39 1.2 SX SY 1 SZ 1 60 1.2D+1.0Ev+1.0Eh t2... Y 1 1.2 39 1.2,SX -.5 SY 1 SZ•666 - 61 1.2D+ 1.0Ev+ 1.0Eh(2.. Y 1 1.2 39 1.2SXr.866SY 1 SZ .5 62 1.2D+1.0Ev+ 1.0Eh(2.. Y 1_1.2 39 1.2 SX! -1 SY'�1 SZ 63 ,1.210+1.0Ev+1.0Eh(3.. Y _ 1 1.2 39'1.2 SX�•866 SY 1 SZ -.5 64 '1.2D+1.0Ev+1.0Eh(3... Y 1 1.2 39 1.2 SX -.5 SY! 1 SZ-.866 Joint Coordinates and Temperatures Label X CRL Y[1t] Z MI Temp[F1 Detach From Diephr._ 1 N1 .0 0 0 0 2 N2 2.695845 0 -2.695845 0 3 __ N3 2.342291 _ 0.333333 -2.342291 0 4 N4 , 6.584932 0.333333 -6.584932 0 5 N5 2.695845 0,333333 -2.695845 0 B N6 -2.695845 0 -2.695845 0 N7 -2,342291 Q333333 -2.342291 0 8 N8 -6.584932 0.333333 -6.584932 0 9 N9 -2.695845 0333333 -2.695845 0 Eri N10 -2.695845 0 2.695845 0 11 N 11 -2.342291 0.333333 2.342291 0 RISA-3D Version 15.0.2 [C:1...1...\...\...\...1...\...\...1...\...\...\Model Files\163006-VZW MT_LO_H.r3d] Page 6 Company : Tower Engineering Solutions May 6,2021 ''I R'SA Designer C e PM Job Number Project No. 10047417 Checked By: Model Name : 163006-VZW_MT_LO H Joint Coordinates and Temperatures (Continued) Label Xlft1 VIC _Z[ftl Temp IFL -_Detach FromDLaphr... 12 N12 -6.584932 0.333333 6.584932 0 13 N13 -2.695845 0.333333 2.695845 0 14 N14 2.695845 0 2.695845 0 15 N15 _ 2.342291 0.333333 2.342291 0 16 N16 6.584932 0.333333 6.584932 0._-_ 17 N17 2.695845 0.333333 2.695845 0 18 N18 6.584932 0.333333 2.342291 0 19 N19 6.584932 0.333333 -22.342291 0 20 N20 2.342291 0.333333 -6.584932 0 21 N21 -2.342291 0.333333 -6.584932 0 22 N22 -6.584932 0.333333 -2.342291 0 23 N23_ _-6.584932 0.333333 2.342291 _ 0 24 N24 -2.342291 0.333333 6.584932 0 25 N25 2.342291 0.333333 6.584932 0 26 N26 2.084932 0.333333 -6.584932 0 _27 N27 -6.584932 0.333333 -2.084932 _ 0 28 N28 -2.084932 0.333333 6.584932 0 29 N29 6.584932 0.333333 2.084932 0 30 N30 -2.084968 0.333333 -6.584932 0 31 N31 -6.584932 0.333333 2.084968 0 32 N32 2.084968 0.333333 6.584932 0 33 N33 6.584932 0.333333 -2.084968 0 34 N34 0.918301 0.333333 6.584932 0 35 N35 0.918301 0.333333 4.834932 0 36 N36 -0.918301 0.333333 6.584932 0 37 N37 _ -0.918301 0.333333 4.834932 0 38 N38 6.584932 0.333333 -0.918301 3 39 N39 4.834932 0.333333 -0.918301 _ 0 40 N40 6.584932 0.333333 0.918301 0 41 _ N41 4.834932 0.333333 _ 0.918301 0 42 _N42 -0.918301 0.333333 -6.584932 0 43 N43 -0.918301 0.333333 -4.834932 0 44__L N44 0_918301 0.333333 -6.584932 0 45 N45 0.918301 0 333333 -4.834932 0 46 j N46 -6.584932 0.333333 0.918301 0 47 N47 -4.834932 0.333333 0.918301 0 48 N48 -6.584932 0.333333 _ _0.918301 0 49 N49 -4.834932 ' 0,333333 -0.918301 0 50 N50 6.584932_ 5._-_ _6.250015 0 51 N51 6.584932 5. 6.250015 0 52 N52 _3.584932 5. 5.501599 0 53 N53 6.584932 5. 5.084932 0 54 N54 6.418265 5. 5.501599 0 55 N55 6.584932 5. -5.501599 0 _ 56 N56_ _ 6.584932 5. -5.084932 _0 _ 57 N57 6.418265 5. -5.501599 0 58 N58__- -6.250015 5. -6.584932_ _ 0 59 N59 6.250015 5. -6.584932 0 60 N60 5.501599 5. -6.584932 0 61 N61 5.084932 5. --6.584932 0_ 62 N62 5.501599 5, -6.418265 0 63 N63 -5.501599 5. -6.584932 0 64 N64 -5.084932 5. -6.584932 0 65 N65 -5.501599 5. -6.418265 0 66 N66 -6.584932 5. 6.250015 0 67 N67 -6.584932 5. _ -6.250015 0 ------- -------- ------- 68 N68 -6.584932 5. -5.501599 0 . RISA-3D Version 15.0.2 [CA...1...\...\...\...\...1...\...\...\...\...\Model Files1163006-VZW MT_LO H.r3d) Page 7 Company : Tower Engineering Solutions May 6,2021 ''I RISA Designer - - 2:33 PM Job Number Project No. 10047417 Checked By:_ Model Name : 163006-VZW_MT LO H Joint Coordinates and Temperatures (Continued) Label _ _ X[ft1 Y[ft] Z[ft] Temp[F] Detach From Dlaphr.._ 69 N69 -6.584932 5. -5.084932 0 1 70 N70 -6.418265 5. -5.501599 0 71 N71 -6.584932 5. 5.501599 0 72 N72 -6.584932 5. 5.084932 0 73 N73 -6.418265 _ 5. 5.501599 0 74 N74 6.250015 5. 6.584932 0 75 N75 -6.250015 5. 6.584932 0 _ 76 N76 -5.501599 5. 6.584932 0 77 N77 -5.084932 5. 6.584932 0 78 N78 -5.501599 5. 6.418265 0 79 N79 5.501599 5. 6.584932 _ 0 80 N80 5.084932 5. 6.584932 0 81 _ N81 5.501599 5. 6.418265 0____ 82 N82_ 4.834932 333333 -4.834932 0 83 N83 4.834932 0.333333 4.834932 0 84 N84 4.834932 0.333333 2.342291 0 85 N85 4.834932 0.333333 _ -2.342291 0 86 N86 -4.834932 0.333333 -4.834932 0 87 N87 2.342291 0.333333 -4.834932 0 _08 _ N88 -2.342291 0.3333_ -4.834932 0 89 N8$ -4.834932 0.333333 4.834932 0 90 N90 -4.834932 __0 333333 -2.342291 4 91 N91 -4.834932 0.333333 2.342291 0 92 N92 -2.342291 0.333333 4.834932 0 93 N93 2.342291 0.333333 4.834932 0 _94_, NL4 -0.883907 0 -0.883907 0 95 N95 ___-3._653385 0 -3_653385 0 _e N96 4.583321 5. 6.584932 0 97 N97 4.583321 5. 6.834932 0 98 N98 _4.583321 0.333333 6.584932_ 0 99 N99 4.583321_ 0.333333 6.834932,_ 0 100 N100 4.583321 6.333333 6.834932 0 101 N 101 4.583321 ' -1.666667 6.834932 0 102 N102 1.416655 5. 6.584932 0 103 N103 1.416655 5. _ 6.834932 .0__ 104 N104 1.416655 0.333333 6.584932 0 105 N105 1.416655 0.333333 6.834932 0 106 N106 1.416655 6.333333 6.834932 0 107 N107 1.416655 -1.666667 _6.834932_ 0 108 N108 -1.333345 5. 6.584932 0 109N109 -1.333345 5. 6.834932 ! 0 110 N110 -1.333345 0.333333 6.584932 0 111 N111 -1.333345 0.333333 6.834932 0 112 N112 -1.333345 6.333333 6.834932 0 113 N113 -1.333345 -1.666667 6.834932 0 114 N114 -4.583345 5. 6.584932 0 115 N115 -4.583345 5. 6.834932 0 116 N118 -4 583345 0.333333 6.584932 0 117 _N117 -4.583345 0.333333 6.834932 0 118 N118 -4.583345 6.333333 6.834932 _ Q_ 119 N119_ -4.583345 -1.666667 6.834932 0 120 N120 6.584932 5. -4.583321 0 121 N121 6.834932 5. -4.583321 0 122 N122 6.584932 0.333333 -4.583321 0 123 N123 6.834932 0.333333 -4.583321 0 124 N124 ___6.834932 6.333333.._ -4.583321 0 125 N125 6.834932 -1.6.66667 -4.583321 0 RISA-3D Version 15.0.2 [C:\...\...\...\...\...1...\...\...\...\...\...\Model Files\163006-VZW MT LO_H.r3d] Page 8 Company : Tower Engineering Solutions May 6,2021 ''IRISA Job Designer _ 2:33 PM Job Number Project No. 10047417 Model Name : 163006-VZW_MT_LO_H Checked By: Joint Coordinates and Temperatures (Continued) 26 Label MN__ Y[ftt Z 1f1 , Temp_EL Detach From Dia_phr... N126 6.584932 5. -1.416655 0 _j 127 N127 6.834932 5. -1.416655 I 0 1_____ 128 N128 6.584932 0.333333 -1.416655 0 129 N129 6.834932 0.333333 -1.416655 0 130 N130 6.834932 6.333333 -1.416655 0 131 N131 6.834932 -1.666667 -1.416655 0 132 N132 6.584932 5. 1.333345 0 133 N133 6.834932 5. 1.333345 0 134 N134 6.584932 0.333333 1.333345 0 135 N135 6.834932 0.333333 1.333345 0 136 N136 6 834932 6.333333 1.333345 0 137 N137 6.834932 -1.666667 1.333345 0 138 N138 6.584932 5. 4.583345 0 139 N139 6_834932 5. 4.583345 0 140 N140 6.584932 0.333333 4.583345 0 141 N141 6.834932 0.333333 4.583345 0 _ 142 N142 6.834932 6,333333 4.583345 0 143 : N143 6.834932 -1.666667 4.583345 0 144 N144 -4.583321 5. -6.584932 0 145 N145 -4.583321 5. -6.834932 0 146 N146 -4.583321 0.333333 -6.584932 0 147 _ N147 _ =4.583321 0.333333 -6.834932 _0 148 N148 -4.583321 6.333333 -6.834932 0 149 N149 -4.583321 -1.666667 -6.834932 0 150 N150 -1.416655 5. -6,584932 0 151 N151 1.416655 5. -6.834932 0 152 N152 -1.416655 0.333333 -6.5134932 0 153 N153 -1.416655 0.333333 -6.834932 0 154 N154 -1.416655 6.333333 -6.834932 0 155 N155 -1.416655 -1.666667 _ -6.834932 0 156 N151_ 1.333345 5. -6.584932 0 157 N157 1.333345 5. -6.834932 0 158 N158_ _ 1.333345 0.333333 -6.584932 0 159 N159 1.333345 0.333333 -6.834932 0 160 N160 1.333345 6.333333_ -6.834132 0 161 N161 1.333345 _ -1.666667 -6.834932 0 162 N162 4.583345 5. -6.584932 0 163 N163 4.583345 5. -6.834932 0 164 N164 4.583345 0.333333 -6.584932 _ 0 165 N165 4.583345 0.333333 -6.834932 0 166 NI66 4.583345 6.333333 -6.83_493_2 0 167 ___ N167 4.583345 -1.666667 -6.834932 0 168 N168 -6.584932 5. 4.583321 0 _ 169 N169 -6.834932 5. 4.583321 0 170 N170 -6.584932 0.333333 4.583321 0 171 N171 _ -6.834932 0.333333 4.583321 0 172 N172 -6.834932 6.333333 4.583321 QA , 173 N173 -6.834932 -1.666667 4.583321 0 174 N174 -6.584932 5. 1.416655 0 175 N175 -6.834932 _5. 1.416655_ 0 176 N176 -6.584932 0.333333 1.416655 0 177 N177 -6.834932 0.333333 1.416655 0 178 N178 -6.834932 6.333333 1.416655 0 179 N179 -6.834932_ _1.666667 1.416655 0 180 N180 -6.584932 5, -1.333345 0 _ 181 N181 -6.834932 5. -1.333345 0 i 182 N182 -6.584932 0.333333 1.333345 0 RISA-3D Version 15.0.2 [C:1...1...\...\...\...\...1...1...\...1...\...1Model Files1163006-VZW MT_LO_H.r3d1 Page 9 Company : Tower Engineering Solutions May 6,2021 Jo b NDesiguerm 2:33 PM Number Project No. 10047417 Checked By: Model Name : 163006-VZW_MT_LD H Joint Coordinates and Temperatures (Continued) Label X MIYjft] 2Ift1 Temp IFl Detach From Diaphr... 183 N3 18 -6.834932 0.333333 1.333345 0 184 N184 -6.834932 6.333333 -1.333345 0 185 N185 -6.834932 -1.666667 -1.333345 0 186 . N186 -6.584932 5. -4.583345 0 187 N187 -6.834932 5. -4.583345 0 188 N188 -6.584932 0.333333 -4.583345 0 _189 _ N189 -6.834932 0.333333 -4.583345 0 1190 N190 -6.834932 6,333333 -4.583345 0 191 N191 -6.834932 -1.666667 -4.583345 0 192 N192 -3.579728 0.333333 -3.579728 0 193 N193 -3.226175 0.333333 -3.222 175 0 194 N194 _ -3.579728 0 -3.579728 0 195 N195 -3.226175 0 -3.226175 0 _ 196 N196 -0.883907 0 0.883907 0 197 N197 -3.653385 0 3.653385 0 198 N198 -3.579728 0.333333 3.579728 0 199 N199 -3.226175 0.333333 3.226175 0 200 N200 -3.579728 0 3�579728 - 0 201 N201 -3.226175_ 0 3.226175 0 202 N202 0.883907 0 0.883907 0 _ 203 N203 3.653385 0 3.653385 0 204 _ N204 3.579728 0.333333 3.579728 0 205 N205 3.226175 0.333333 3.226175 0 206 N2Q6 3.579728 0 3.579728 0 207 N207 3.226175 0 3,226175 0 208 _N208 0.883907 0 -0.883907 0 209 N209 3.653385 0 -3.653385 0 210 N210 3.579728 0.333333 -3.579728 0 211 N211 3.226175 0.333333_ -3.226175 0 212 N212 3.579728 0______=3.579728 0 213 N213 3.226175.__ 0 3.226175 0 214 N214 -1.414237 j 0 1.414237 0 215 N215 -1.203578 0 1.624896 0 216 N216 -1.625014 0 1.20346 0 217 N217 -1.203578 3 _ _1 624896- 0 218 N218 -1.203578 -1 1.624896 0 219 _ 2I�_19 -1.625014 3 1.20346 0 _ 220 ! N220 -1.625014 -1 1.20346 0 221 N221 1.624896 0 1.203578 0 222 N222 1.20346 0 1.625014 0 223 N223_ 1.624896 _ 3 1.203578 0 224 N224 1.624896 -1 1.203578 0 225 N225 1.20346 3 1_625014 0 226 N226 1.20346 -1 1.625014 0 227 N227 1.203578 0 -1.624896 _ 0 _ 228 N228 1.625014 0 -1.20346 0 229 N229 1.203578 3 -1.624896 0 230 N230 1.203578 -1 -1.624896 0 231 _ N231 1.625014 3 _ -1.20346 _ 0 232 __.._N232 1.625014 -1 -1.20346 0 233 N233 -1.624896 0 _ -1.203578 0 -_ 234 KM____ -1.20346 0 -1.625014 0 235 N235 ___ 1.624896 3 -1.203578 0 236 NZ36 -1.624896 -1 -1.203578 0 237 N237 -1.20346 3 -1.625014 0 238 _N23 ______-_-_____ -1.20346 -1 -1.625014 0 239 N239 ---__ -1.414237 0 -1.414237 0 __--i-___-----_____-- RISA-3D Version 15.0.2 [C:1...\...\...\...\...\...1...\...\...\...\...\Model Files1163006-VZW_MT LO_H.r3d] Page 10 Company : Tower Engineering Solutions May 6, 2021 ''I R'SA Designer 2:33 PM Job Number : Project No. 10047417 Checked By: Model Name : 163006-VZW MT_LO_H Joint Coordinates and Temperatures (Continued) Label Mat _ Y Iftl Z_Iftl__ Tem__[F1_ Detach From Diaphr... _240 N24Q___ 1.414237 _ 0 1.414237 0___ 241 N241 1.414237__ 0 _ -1.414237 0 242 N242 -4.110058 0.333333 4.110058 0 243 N243 -0.883907 5 -0.883907 0 _ 244 N244 -0.883907 5 0.883907 0 245 N245 0.883907 5 0.883907 0 246 N246 0.883907 5 -0.883907 0 247 N247 4.110058 0.333333 4.110058 0 248 N248 4.110058 0.333333 -4.110058 0 249 N249 -4.110058 0.333333 -4.110058 0 Hot Rolled Steel Section Sets Labs__ _chaps_- Type__ Deesign List Material Design._A[n2] Ivy jiLi4j Izz[in4] J[in4) 1 Standoff Arm HSS4x4x4 Beam SnuareTube A5o0 Gr.B Rea Tvpica 3.37 7.8 7.8 12.8 2 Plan Bracing Angle L3x3x3 Beam SinggAngle A36 Gr.36Ty_pica__1.09 .948 .948 .014 3 Grating Support Angles L2.5x2.5x3 Beam Single Angle A36 Gr.36 Tvpica .901 .535 .535 .011 4 Face Horizontals PIPE 3.0_ Beam Pipe A53 Gr.B Typica 2.07 2.85 2.85 5.69 5 Support Rails PIPE 2.0 Beam Pipe A53 Gr.B Tvpica 1.02 .627 .627 1.25 61 Mount Pipes PIPE 2.0 Column Pipe A53 Gr.B Typica 1.02 .627 .627 1.25 7 ;Support Rail End Connections; PL3/8x6 Beam ; RECT A36 Gr.36 Typ ca 2.25 .026 6.75 .101 8 OVP Pipes i PIPE 2.0 Beam Pipe A53 Gr.B Typica 1.02 .627 .627 1.25 9 Kicker Supports LL3x3x3x3 Beam_Double Agile(... A36 Gr.36 Typica__2_1.L 4.09 1.9 _027__ Cold Formed Steel Section Sets Label _ Shape _Type Design List, Material Design R... A[in2l lyv[in4] Izz[in4] J[in4] 1 CF1A 18C111.25X057 Beamj_None 1 A653 SS Gr33 Typical .581 .057 4.41 1.00063 Aluminum Section Sets Label Shape Type Design List Material Design Rul... A[in2] Iyy[in41 In[in41 J[in4] 1 AL1A AAI3x1.64 Beam None 3003-H14 Typical 1.39 .522 2.24 ,019 Hot Rolled Steel Properties del E.1ksi,L_ G[ksil Nu _ Therm(\1 E..DenaittLkHt... Yield[ksi] Ry Fu[ksil 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 I 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 1 5 A500 Gr.B Rect 29000 11154 .3 .65 1 _527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2 7 A1085 29000 11154 .3 - __ .65 [ .49 50 1.4 6j_ 1.3 1 Cold Formed Steel Properties Label Elksi] G[kg_- Nu Therm(NE5...Density[k/ft^31 Yield[ksil Fu[ksil 1 A653 SS Gr33 2950.0_ 11346 .3 7 .65 _49 . 33 45 i 2 A653 SS Gr50/1 29500 11346 .3 .65 1 ,49 I 50 1 65 RISA-3D Version 15.0.2 [C:\...\...1...\...1...1...\...\...\...\...\...\Model Files1163006-VZW MT LO_H.r3d] Page 11 Company : Tower Engineering Solutions May 6,2021 Designer IIIRISA JobNum - 233PM ob Number Project No. 10047417 Checked By: Model Name : 163006-VZW_MT_LO H Aluminum Properties Label E[kV] G[ksi] _Nu Therm(..Density... Table B.4 kt Ftu[ksi] Ftyrksil Fcy[ksi] Fsu[ksq Ct 1 3003-H14 10100 3787.5 .33 1 3 .173 Table B.4-1 1_ 19 16 13 12 I 141 2 6061-T6 10100 3787.5 .33 1.3 .173 Table B.4-2 1 38 35 35 24 141 3 6063-T5 10100 3787.5 .33 1.3 .173 Table B.4-2 1 22 16 16 13 ' 141 4 6063-T6 10100 3787.5 .33 1.3 __173_ Table B.4-2 1 30 25 25 19 141 5 5052-H34 10200.3787.5' .33 1.3 .173 '_Table B.4-1 1 34 26 24 20 141___ 6 6061-16 W 10100 3787,5 .33 1.3 .173 I Table B.4-1 1 24 15 15 15 141 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Sect:t n/Shape, Tvae _Design „a aria) Desi.n Ru -s 1 M 1 N3 N4_ Standoff Arm Beam SquareTube A500 Gr.B.. T •'c: i 2 M2 N5 N2 225 RIGID None None RIGID Typica 3 M3 N7 N8 'Standoff Arm Beam SquareTube '500Gr.B.. T pica 4 M4 N9 N6 225 RIGID None None RIGID Typica 5 M5 N11 N12 Standoff Arm Beam SquareTube A500 Gr.B.. Tvpica 6 M6 N13 N10 225 RIGID None! None RIGID Typica 7 M7 N15 N16 Standoff Arm Beam 'S uareTube A50o Gr.B.. __Ty.'ca 8 M8 N17 N14 225 RIGID None None RIGID T •'ca 9 M9 N4 N26 Face Horizont...: Beam Pi.- A53 Gr.B T •ica 10 M10 N8 N27 FaceHorizont...4 Beam Pipe A53 Gr.B T .ica 11 M11 N12 N28 Face Horizont... Beam Pipe A53 Gr.B T pica 12 M12 N16 N29 Face Horizont... Beam Pipe A53 Gr.B T •'ca 13 M13 N15 N18 180 Plan Bracing A.. BeamI Sin•le An•I= A36 Gr.36 T •ic_ 14 M14 N3 N19 90 Plan Bracin.A.. Beam Sin•le An•I- A36 Gr.36 Typica 15 M15 N3 N20 180 Plan Bracing A.. Beam Sin.Ie An.Ie A36Gr.36_1 Typica 16 M16 N7 ____N21 90 Plan Brach/LA.. Beam Sin•le An•I= A36 Gr.36 Typica 17 M17 N7 N22 180 Plan Bracing A..Fil Single Angle A36 Gr.36 Tvpica 18 M18 N11 N23 90 Plan Bracin. A.. in•le Art•I A36 Gr.36 ca 19 M19 N11 N24 180 Plan Bracing A.. Beam Single Angle A36 Gr.36 Tvpica 20 M20 N15 N25 90 Plan Bracing A.. B-am Sine le Ana_ A36 Gr.36 T •'ca 21 M21 N26 N30 Face Horizont... Beam _Pipe A5 r.B T •_ca 22 M22 N27 N31 Face Horizont... Beam Pi._ Minn T •'ca 23 M23 N28 N32 Face Horizont... Beam Pipe A53 Gr.B iiirMil 24 M24 N29 N33 Face Horizont... : -,- r. Pi.e A5 r B T 1 25 M25 N30 N8 Face Horizont... Beam Pi.e A53 Gr.B Tvpica 26 M26 N31 N12 Face Horizont... Beam Pipe A53 Gr.B Tvpica 27 . M27 N32 N16 FaceHorizont... Beam Pi•e A53Gr.B T .' 28 M28 N33 N4 Face Horizont.. Beam Pipe A53 Gr.B Typica 29 _ M29 N35 N34 180 Grating Suppo.. Beam Sin•le An•Ie A36 Gr.36 T •'ca ___ 30 M30 N37 N36 90 Grating Suppo.. Beam Single Angle A36 Gr.36 Typica 31M31 N39 N38 180 •Grating Suppo.. Beam Single Angle A36 Gr.36 Tvpica 32 M32 N41 N40 90 Grating Suppo.. Beam Single Angle A36 Gr.36 Typica 33 M33 N43 N42 180 .__Grating Suppo.. Beam Ingle An•le A36 Gr.36 Tvpica 34 M34 ' N45 N44 90 Grating Suppo.. Beam Single Angle A36 Gr.36 Typica 35 M35 __ N47 N46 180 Grating Suppo.. Beam Single An•Ie A36 Gr.36 T •ica 36 M36 N49 N48 90 Grating Suppo.. Beam Single Angle A36 Gr.36 Typica 37 M37 N51 N50 Support Rails Beam I Pike r.; T pica 38 M38 N52 N54 RIGID None i None RIGID Typica 39 M39 N55 N57 RIGID None None RIGID T •ica 40 M40 N59 N58 Support Rails Beam Pipe A53 Gr.B Typica 41 M41 N60 N62 t RIGID None Non RIGID _Typica 42 M42 N63 N65 RIGID None None RIGID T ." _ 43 M43 N67 N66_ ' Support Rails ,, Beam Pipe !A53 G_r.B Typica 44 M44 N68 N70 RIGID None None RIGID Tvpica 45 __M45 N71 N73 RIGID None I None RIGID Typica___, RISA-3D Version 15.0.2 [C:1...\...1...1...1...\...1...\...\...\...\...\Model Files\163006-VZW MT LO H.r3d] Page 12 Company : Tower Engineering Solutions May 6,2021 RISA Designer 2:33 PM III INumber Number Project No. 10047417 Checked By: Model Name 163006-VZW_MT_LO_H Member Primary Data (Continued) Label I JointJ Joint K Joint RotateLde_gt_ ti h li$e TypeDesian List Material DesignRu es j 46 M46 N75 N74 Support Beam Pipe A53 Gr.B Tvpica 47 M47 N76 N78 RIGID None None RIGID Tvpica _ 48 M48 N79 N81 RIGID None None RIGID Typica 49 M49 N81 N54 Support Rail E... Beam RECT A36 Gr.36 Tvpica S0 , M50 N57 N62 _ Support Rail E.., Beam RECT A36 Gr.36 Typica 51 M51 N65 N70 Support Rail E... Beam RECT A36 Gr.36 Tvpica 52 M52 _ 13 N78 Support Rail E... Beam RECT A36 Gr.36 Typica_ 53 M53 N94 N95 Standoff Arm Beam SouareTube A500 Gr.B... Tvpica _ 44 M54 N96 N97 RIGID None None RIGID Typica 55 M55 N98 N99 RIGID None None RIGIDTypica 56 MPIA N100 N101 270 Mount Pipes Column Pie__. -A53 Gr.B Typica 57 _ M57 N102 N103 RIGID None None RIGID Tvpica 58 _ M58 N104 N105 RIGID None None : RIGID Typica 59 MP2A N106 N107 270 Mount Pipes Column Pipe__ A53 Gr.B_ Tvpica 60 M60 N108 N109 RIGID None None RIGID Typica 61 M61 N110 N111 RIGID None None '_RIGID Tvpica 62 MP3A N112 N113 270 Mount Pipes Column I Pipe A53 Gr.B Typica 63 M63N114 N115 RIGID None ' None RIGID Tvpica 64 M64 N116 N117 RIGID None 7 None RIGID Typica 65 M.P4A N118 N1.19 270 Mount Pipes,Column Ppe_ AAGr.B Typica 66 M66 N120 N121 RIGID None None RIGID Typica 67 M67 N122 N123 RIGID None None_ RIGID Tvpica_ 68 MP1D N124 N125 270 Mount Pipes Column Pipe A53 Gr,B Typica 69 M69 ^_N126 N127 RIGID None None RIGID Tvpica 70 M70 N128 N129 RIGID None None RIGID Typica 71 MP2D N130 N131 270 Mount Pipes Column Pipe A53 Gr.B _Tvpica 72 M72 N132 N133 RIGID None None RIGID Typica 73 M73 N134 N135 RIGID None None - RIGID Tvpica 74 MP3D N136 N137 270 Mount Pipes Column. Pipe A53 Gr.B Typica 75 M75 N138 N139 RIGID None None RIGID Tvpica 76 M76 N140 N141_ RIGID None None RIGID Typica 77 MP4D N142 N143 270 Mount Pipes Column Pipe A53 Gr.B T ica 78 M78 N144 N145 RIGID None No»>� RIGID Typica 79 M79 N146 N147 RIGID None None RIGID =ypica 80 MPIC_ N148 N149 270 Mount Pipes Column Pipe A53 Gr.B Typica 81 M81 N150 N151 RIGID None None RIGID Tvpica 82 M82 N152 N153 RIGID None None RIGID Typica 83 MP2C N154 N155 270 Mount Pipes Column Pipe A53 Gr.B Tvpica 84 M84 N156 N157 RIGID None None RIGID __Typica 85 M85 N158 N159 RIGID None None RIGID Typica__ 86 MP3G N160 N161 270 Mount Pipes Column Pipe A53 Gr,B Typica___ 87 M87 N162 N163 RIGID None None RIGID Tvpica_ 88 M88 N164 N165 RIGID None None RIGID Typica 89 MP4C N166 i N167 270 Mount Pipes Column Pipe A53 Gr.B Tvpica 90 M90 N168 N169 RIGID Nonce None ; RIGID Typica 91 M91 N170 N171 RIGID None None RIGID Tvpica 92 �MP1B N172 N173 270 Mount Pipes Column Pipe I.A53 Gr.B Typica _ 93 M93 N174 N175 RIGID None None _,_RIGID Tvpica 94 M94 N176 N177 RIGID None None ' RIGID ' Typica 95 MP2B N178 N179 270 Mount Pipes Column'_ Pi•e ' 3 r.B T .ica 96 M96 N180 N181 RIGID None None RIGID Typica 97 M97 N182 N183 f _ RIGID .None None RIGID T pica_ 98 MP3B N184 N185 270 Mount Pipes Column Pipe A53 Gr.B Typica 99 M99 N186 N187 RIGID _ ' None None ' RI ID T .ica 100 M100 J N188 N189 RIGID None None RIGID Typica 101 MP4B N190 -__N191 270 Mount Pipes Column Pipe A53 Gr.B T •"ca 102 M102 N192 _ N194 RIGID 1 None None RI D T •ica RISA-3D Version 15.0.2 [C:1...\...\...1...\...1...\...\...1...1...1...\Model Files1163006-VZW MT_LO_H.r3d] Page 13 Company : Tower Engineering Solutions May 6,2021 '1IRISA JobNum : 233PM ob Number Project No. 10047417 Checked By: Model Name : 163006-VZW MT_LO H Member Primary Data (Continued) Label I Joint J Joint_ K Joint Rotate(deg) Section/Shape Type- _ Design Usi Material Design Ru es 103 M103 N193 N1 _'_____ RIGID None-1 None RIGID Tvpica 104 M104 N196 N197 Standoff Arm Beam SquareTube A500 Gr.B.. Typica 10 M105 N198 N200 RIGID None ! None RIGID ', Tvpica 106 M106 N199 N201 RIGID None None I RIGID Typica 107 M107 N202 N203 Standoff Arm Be:rn S.uareTube 'A500 Gr.B_.. Tvpica 108 M108 N204 N206 RIGID None None RIGID Typica 109 M109 N205 N207 RIGID None None RIGID T •'ca 110 M110 N208 N209 Standoff Arm Beam SquareTube A500 Gr.B.. Typica 111 M111 N210 N212 RIGID None None RIGID T ._ca 112 M112 N211 N213 RIGID None None RIGID Typica 113 M113 N216 N215 RIGID None_-. None , RIGID T •_ca 114 M114 N217 N218 OVP Pipes Beam Pipe A53 Gr.B Typica 11 . 115 N219 N220 OVP Pipes : -am Pipe._.. A53 Gr.B Typica 11. ; 11. 222 N221 RIGID None None. ;IGID T •'ca 117 M117 N223 N224 = OVP Pies Beam Pi•e A5 Gr.B T •ica 118 M11: ` 2 OVP Pipes Beam Pipe A53 Gr.B T .;ica 119 M119 N228 N2.27 ; RIGID None None RIGID T •ica P11 u r N229 N230 , •VP Pi.a= Beam Pi s 121 M121 N231 N232 = OVP Pies Beam Pi.: A53 Gr.B i�T. 122 __M122 N 34 ,mac c�� RIGID None None RI D .'cal 123 M123 N235 �� OVP Pies Beam _ Pipe A53 Gr.B Typical EMI 124 N237 N238 •VP Pipe Beam _Pi•e A53 G .B Typical 125 M125 N242 N244 EN 180 Kicker Supports Beam Double Angle(.. A36 Gr.36 T •cal 126 M126 N247 N245 180 Kicker Supports Beam Double Angle(.. A36 Gr.36 .-cal 127 M127 N248 N246 180 Kicker Supports Beam Double Angle(...A36 Gr.36 T .'cal 1 ; u 1 : N249 _ __N243 180 Kicker Supports Beam Double An,le A36 Gr.36 T .14 I Member Advanced Data Label I Release J Release I Offset(in1 J Offsetlnl TIC Only Physical Anay$is p_fft, nactive Seismic Design.. I 1_ M1 1 Yes None 2 _ M2 Yes None 3 M3 _ ' Yes Bone 4 M4 Y s None 5 MS _ Yes None 6 M6 Yes None 7 M7 Yes _ None 8 M8 _ Yes None 9 M9 1 Yes None 10 M10 1 j Yes None 11 M11 1 Yes None 12 M12 1 Yes None 13 M13 2 2 Yes None 14_ M14 - 2 2 Yes-_ None 15 M15 2 2 _ Yes None _ 16 M16 2 2 Yes Nonce__ 17 M17 _ 2 2 Yes Non.-___ _-18 M18 2 2 -_- Yes None 19 M19 2 2 Yes None_ _20 l _M20 2 2 Yes None 21 M21 Yes _ Nonce_____ 22 M22 Yes Nolte 23 M23 Yes None _ 24 M24 Yes None 25 M25 _ - 1 Yes None 26 M26 1 Yes None RISA-3D Version 15.0.2 [CA...1...\...1...1...1...1...1...\...\...1...\Model Files1163006-VZW MT LO_H.r3d] Page 14 Company : Tower Engineering Solutions May 6,2021 I I•D IS` A Designer _ 3 PM Checke Job Number Project No. 10047417 Checked By: Model Name : 163006-VZW_MT LO H Member Advanced Data (Continued) Label 1 Release_-_- J Release__-IOffset�inJ__J Offset(inj _TIC Only Physical Analysis Offs... Inactive Seismic Des_ign_,. 27 M27 1 Yes ' None 28 M28 1 Yes ' None 29 M29 Yes None -,_ 30 M30 Yes None 31 M31 Yes None 32 M32 Yes I None 33 M33_ _ Yes _____ _None 34 M34 Yes None 35 M35 Yes None 36 M36 Yes None 37 M37 Yes None 38 M38 Yes None 39 M39 ____ Yes None 40 M40 Yes None 41 M41 Yes _ _ None 42 M42 _ Yes None 43 M43 Yes None 44 M44 _ Yes None 45 M45 Yes None 46 M46 Yes None 47 M47 Yes None 48M48 Yes None 49 M49 Yes None -_ 50 M50 ._ Yes None 51 M51 Yes None 52 M52 --- ------ Yes f None 53M53 _-,__ Yes ' _ None 54 M54 — — Yes L None 55 M55___ Yes__; None 56 MP1A --- Yes 1 None 57 M57 Yes None 58 M58 Yes None 59 MP2A Yes _ None —_ 60 M60 Yes None 61 M61 Yes None_ 62 MP3A Yes None 63 M63 __ ______ Yes None 64 M64 Yes None 65 MP4A Yes None �71 7 Yes None M67 Yes None 68 MP1D Yes None 69 M69 Yes None 70 M70 Yes None 71 MP2D Yes None 72 M72 Yes None 73 M73 Yes None 74 MP3D Yes __ None 75 M75 Yes None 76 M76 Yes None 77 MP4D Yes None 78 M78 - Yes None 79 M79 _ Yes None 80 MP1C —_-----_._—_—Yes None 81 M81 Yes None 82 I M62 _____ Yes None 83-' MF2C Y -- — es L — None RISA-3D Version 15.0.2 [C:\...1...1...\...1...1...1...1...1...1...1..Model Files1163006-VZW MT_LO_H.r3dj Page 15 Company : Tower Engineering Solutions May 6,2021 IIIR IC A Designer — C 33 PM Job Number : Project No. 10047417 Checked By: Model Name : 163006-VZW_MT_LO H Member Advanced Data (Continued) Label I Release J Release I Offset[inl J Offsetfinl T!C Only Physical Analysis Offs... Inactive Seismic Desig_n._. 84 M84 Yes ' None 85 M85 Yes None 86 MP3C __— Yes None 87 M87 ____ _ Yes None 88 M88 Yes None 89_ MP4C Yes None_ 90 M90 Yes None 91 M91 _ Yes None 92 MP1B Yes None 93 _ M93 I Yes None 1 94 ' M94 Yes None r 95 MP2B Yes None r 96__ M96 _Yes_ None 97 M97 Yes None 98 MP3B Yes None 99__-M99 Yes None _ 100 M100 Yes None 101 MP4B _ Yes None 102 M102 Yes None 103 M103 Yes None_____ 104 M104 Yes None 105 M 105 Yes None 106 M106 Yes None 107 M107 Yes - None 108 M108 Yes None 109 M109 Yes None 110 M110 Yes None 111 M111 Yes _ None 112 M112 Yes None 113M113 Yes __ _ None 114 M114 Yes i None 115 M115 _ Yes None 116 M116 Yes _ None 117 M117 Yes None 118 M118 Yes None 119 M119 Yes None 120 M120 _ Yes i None 121 - M121 _ _ Yes None 122 M122 Yes None 123 M123 Yes None 124 M124 Yes None 125_—_M125 BenPIN BenPIN Yes None 126, M126 BenPIN BenPIN _ Yes_ None 1127_ M127 BenPIN BenPIN Yes None `128 M128 BenPIN BenPIN _ Yes __. None Hot Rolled Steel Design Parameters Label_ Shape_-_Lengthjft_]_ Lbyy[ft] Lbzzjft] Lcomp top[ftl Lcomp_botjit_iL-torcc_ Kyy_ Kzz Cb Function 1 M 1 Standoff Arm 6 Lbw Lateral Standoff Arm 6 Lbyy u Lateral 3 M5 Standoff Arm 6 Lbw Lateral 4 1 M7 Standoff Arm 6 _ Lbyy --- � Lateral 5 M9 Face Herizo... 4.5 Lbw r Yy i 1 Face Honzo.._ 4.5 Lb Lateral 7 M11 Face Honzo . 4.6 - Lbyy_ Lateral RISA-3D Version 15.0.2 [C:1...\...\...1...1...1...1...\...1...\...1...\Model Files\163006-VZW MT_LO_H.r3d] Page 16 Company : Tower Engineering Solutions May 6, 2021 1IIRISA Job Designer - - 2:33 PM Job Number Project No. 10047417 Model Name : 163006-VZW MT LO H Checked By: Hot Rolled Steel Desian Parameters (Continued) Label Shapj_ Lenath[ftl Lbyylftl Lbzz t Lcomp_toplftl Lcomp botiftl L-torq... Kw Kzz Cb Function 8 M12 Face Horizo.. 4. -f Lbyy 'Lateral 9 M13 Plan Bracin... 4.2 3 Lbvv Lateral 10 M14 Plan Bracin... 4.2 3 Lbyy Lateral 11 M15 Plan Bracin... 4.2 3 _- Lbw _ Lateral 12 M16 Plan Bracin... 4.2 3 Lbvy Lateral 13 M17 Plan Bracin... 4.2 3 Lbw Lateral 14 M18 Plan Bracin... 4.2 3 Lbyy _ Lateral 15 M 19 Plan Bracin... 4.2 3 _ Lbw _ Lateral 16 M20 Plan Bracin... 4.2 3 _ Lateral Lbyy r 17 M21 Face Horizo... 4.1 L_YY Lateral 18 M22 Face Horizo... 4.1 Lbw Lateral 19 M23 Face Horizo... 4.1 LbYY Lateral 20 M24 Face Horizo. 4.1 Lbw_ Lateral 21 M25 Face Horizo... 4. Lbvv Lateral 22 M26 Face Horizo... 4. Lbyy Lateral 23 M27 Face Horizo... 4. Lbw Lateral 24 M28 Face Horizo... 4. Lbvy Lateral 25 M29 Grating Sup.. 1. 5 Lbvv Lateral 26 M30 Grating Sup.. 1. 5 Lbyy Lateral 27 M31 Grating_Sup.. 1. 5 - Lbyy Lateral 28 M32 Grating Sup.. 1. 5 Lbyy Lateral 29 M33 Grating Sup.. 1. 5 Lbyy- i Lateral 30 M34 Grating Sup.. 1. 5 Lbyy Lateral 31 M35 Grating Sup.. 1, 5 Lbvy Lateral 32 M36 Grating Sup.. 1, 5 Lbyy Lateral 33 M37 Support Rails 1 .5 -_ _ Lbyy _ Lateral 34 M40 Support Rails 1 .5 Lbyy Lateral 35 M43 Support Rails 1 .5 _-Lbyy- Lateral 36 M46 Support Rails 1 .5 Lbyy Lateral 37 M49 Support Rai_4_1. 96 Lbw Lateral 38 MN „Support Rai.., 1. 96 !____Lbvy Lateral 39 M51 Support Rai._1_ 96 Lbvv ___ Lateral 40 M52 Support Rai._; 1. 96 -__-- Lbyy __-- Lateral 41 M53 Standoff Arm 3. 17 Lbw _ Lateral 42 MPIA !Mount Pipes Lateral 43 MP2A Mount Pipes' Lateral 44 ; MP3A Mount Pipes Lateral 45 MP4A_ Mount Pipes _ Lateral 46 MP1 D Mount Pipes Lateral 47 MP2D Mount Pipes Lateral 48 II MP3D Mount Pipesillit_ Lateral 49 MP4D Mount Pipes _ Lateral 50 MP1 C Mount Pipes _ Lateral 51 MP2C Mount Pipes Lateral 52 MP3C_Mount Pipes l Lateral 53 MP4C Mount Pipes Lateral 54_ MP1 B Mount Pipes 'Lateral 55 MP2B Mount Pipes 8 __ Lateral 56 MP3B Mount Pipes 8 Lateral 57 MP4B Mount Pipes 8 Lateral 58 M104 Standoff Arm 3.917 Lbyy Lateral j 59 M 107 Standoff Arm 3.917 Lbyy _ Lateral 60 M110 Standoff Arm 3.917 Lbyy Lateral 61 M114 OVP Pipes 4 ' Lbvv _-__ Lateral 62 M115 OW Pipes 4 , Lbyy T _ - - Lateral 63 M117 OVP Pipes 4 Lbyy iLateral 64 M11 8 OVP Pipes 4 _ __ Lbw Lateral RISA-3D Version 15.0.2 [C:\...\...\...\...\...\...\...\...\...\...\...\Model Files1163006-VZW MT_LO_H.r3d] Page 17 Company : Tower Engineering Solutions May 6,2021 IIIRISA Job Designer2:33 PM Job Number Project No. 10047417 Checked By: Model Name : 163006-VZW_MT_LO_H Hot Rolled Steel Desian Parameters (Continued) Label Shape Len_gthLftl__ Lbyy[ftl_T__.LbzzLftl_ Lcomp_tpplft Lcomp_bojtgjL-torq....__Kyy Kzz Cb Function ' 65 M120 OVP Pipes 4 Lbyy Lateral 66 M121 OVP Pipes 4 Lbvy Lateral 67 M123 OVP PQes 4 Lbvv Lateral 68 M124 OVP Pipes 4 Lbyy Lateral 69 M125 Kicker Supp.., 6.526 Lbw Lateral 70 M126 Kicker supp... 6.526 Lbyy Lateral 71 M127 Kicker Supp.. 6.526 _ Lbw Lateral 72 M128 Kicker Supp.. 6.526 Lbyy Lateral Cold Formed Steel Design Parameters L Fa�el_Sh-pe_l_engL_Lbyy[ft] Lbzz[ft] Lcomp t...Lcomp...L-toraue... Kvy Kzz Cm-...Cm-... Cb R a[ftl y sw..z sw... No Data to Print... _1 Aluminum Desian Parameters Label Shaoe LeogthLftJ Lbyyjftl Lbxz[f0 Lcomp too[ft]Lctnilbotlftl L-tora... Kw Ku Cb Function No Data to Print... Joint Loads and Enforced Displacements _Joint Label __. L,D.M Direction Mapnitude[Ob kSf j�(in rod] C�•s"2... No Data to Print... _ _) Member Area Loads (BLC 39 : Structure D) _kint A Joint B int C Joint D Dimotigp_ Distribution 'u_ejksti_.__ 1 N16 N12 N89 NB3 Y Two Way _ -.005 2 ! N12 N8 N88 NB9 Y Two Way -.005 3 N86 N82 _I_ N4 N8 Y Two Wad -. 4 I N4 N82 I N83 N16 Y Two Wa -.005 Member Area Loads (BLC 40: Structure Di) Joint A Joint B Joint C Aoint.D.___ ..____Direction_ _ Distribution_— Magnitudelksfj 1 N16 _ N12 N89 N83 Y ' Two Way -.012 IRO___N83 N82 N4 N16 Y Two Way -.012 © N82 N4 NB N86 I Y Two Wad__ -.012 E _ N86 N8 N12 N89 I Y Two Way -.012 Joint Boundary Conditions Joint Label X(kilnl. Y nnl Z[k/in)_ X Rot.[k-ftfrad] Y Rot jk$/r k- 1 N196 Reaction Reaction Reaction Reaction Reaction Reacti n 2 N94 Reaction Reaction Reaction Reaction Reaction R cti n 3 N208 Reaction Reaction Reaction 1 Reaction Reaction ; Reaction 4 N202 Reaction Reaction Reaction Reaction Reaction i Reaction 5 N243 Reaction Reaction Reaction Reaction Reaction ' Reaction__ 6 N244 Reaction Reaction Reaction Reaction Reacti n R ction 7 N245 Reaction Reaction Reaction Reaction Reaction R a ion 8 N246 Reaction Reaction , Reaction Reaction R ion R ction ` RISA-3D Version 15.0.2 [C:1...\...1...\...\...1...\...1...\...\...\...\Model Files1163006-VZW MT_LO_H.r3d] Page 18 Company : Tower Engineering Solutions May 6,2021 '''R ISA Designer 2:33 PM Job Number : Project No. 10047417 Checked By: Model Name : 163006-VZW MT_LO_H • Envelope Joint Reactions Joint X[lb] LC Yjlb] LC ZAt LC MX[k-ft] LC MY[k-ft] LC MZ R-R]_ LC 1 N196 max 12.897 10 480.007 2T2836.527 13 .864 10 .922 12 .769 7 2 min -2873.529 16 -840.162_... 8 271.833 7 -.446 4 -.911 6 -.413 1 3 N94 'max -331.236 10 461.067 5 -23.362 1 .376 4 .889 1 .837 12 4 min -2744.941 16 -860.578 11 -2778.444 19 -.782_ 10 -.876 7 -.464 6 5 N208 max 2717.189 22 455.923 9 -314.208 2 .454 9 .885 5 .359 7 6 min -1.586 4 -831.625 3 -2675.103 20 -.831 3 -.88 11 -.724 1 7 N202 max 2596.615 23 433.626 12 2649.498 131 .676 4 .992 8 .436 1 8 min 312.849 5 -778.079 6 -8.47 7 -.389 10 -1 2 -.837 7 9 N243 'max 3050.753 23 4489.52 24 3051.182 24 0 1 0 1 0 1 10 min 159.836 5 303.429 5 159.802 6 0 7 0 7 0 7 11 N244 max 3139.094 21 4616.761 21 -204.2 2 0 12 0 12 0 ._. 6 12 min 196.421 3 356.409 3 -3138.052,20 0 6 _ 0 6 0 12 13 N245 _max -169.129 11 4285.595 18 -162_232 12 0 2 0 8 ._ 2 14 min -2909.131 17 306.876 12 -2910.196' 18 0 8 0 2 0 8 15 N246 max -147.106 9 4387.917 1 2979.934 14 0 11 0 5 0 5 16 .min -2980.908. 15 285.008 9 152.527 8 0 5 0 11 0 11 17 Totals: max_5912_397 10. 15099.262 14 i 5891.256' 1 -. 18 min -5912.418 4 5553.829 8 -5891.257 7 Envelope AISC 14th(360-10): LRFD Steel Code Checks _Member Shaoe Code Check Lo_cj_R]__- LC Shear,,;_ _...i 'ir L .hi'P •hi*Pnt.. .hi`Mn .hi`Mn . b E.n 1 M18 L3x3x3 .627 0 19 T.042 0 z 1623690.... 35316' 1.32 2.83 2..H2-1 2 M16 L3x3x3 .617 0 23 .042 0 z 1923690.... 35316 1.32 2.833 2..H2-1 3 M14 L3x3x3 .607 0 14 .041 0 z 2223690.... 353161 1.32 2.833 2..H2-1 4 M20 L3x3x3 .602 0 16 .040 0 z 1423690.... 35316 1.32 2.: 2.•H2-1 5 M19 L3x3x3 .601 0 22 .042 0 v 2423690.... 353161 1.32 2.833 2..H2-1 C M17 L3x3x3 : .591 0 24 ' .041 0 y 1523690.... 35316 Mii 2.:33 2...H2-1 7 . M15 _ L3x3x3 .573 0 15 .041 0 v 1823690.... 35316 1.32 2.833 2...H2-1 8 M13 _ L3x3x3 ' .572 0 19 .042 0 y 2123690.••. 35316 1.32 28 2..H2-1 9 M26 PIPE 3.0 .439 _4.417 20 .123 4.417 1058739.... 65205 5.749 5.749 2..h1-lb 10 M25 PIPE 3.0 .426 4 417 23 .117 4.417 _ 1 58739.... 6520 749 2••H1-lb 11 M27 PIPE 3.0 .419 44.441177 .417 17 _ 125._4.417 7 58739.... 6 21 5.749 12-H1-1b 12 M28 PIPE .0 .416 4.417 14 116 4.417 4'58739.... 65205 Pan 749 2••H1-lb 13 M11 PIPE 3.0 .404 , 0 21 .13Q_ 0 768739.... 65205 5.749 5.749 2..H1-lb 14 MP3D PIPE_2.0 .395 6 8 .072 6 4 14916.... 32130 1.872 i 1.872 1..H1-lb 15 M10 PIPE 3.0 .390 0 24 .130 0 1056739.... 65205. 5.749 5.749 2..H1-lb 16 MP3B PIPE 2.0 .386 6 1 .066 6 1014916.... 32130 1.872 ' 1.872 1..H1-1b 17 MP3A PIPE 2.0 .383 6 10 .072 _6 814916.... 32130 1.872 1.872 1..H1-lb 18 MP3C PIPE 2.0 .376 6 4 .063 6 1 14916.... 32130 1.872 1.872 1..H1-lb 19 M9 PIPE 3.0 .376 0 1 .122 0 1 58739.... . ! .749 ' 5.749 2..H1-lb 20 M12 PIPE 3.0 .370 0 .115 0 4 58739.... 65205 5.749 5.749 2..H1-lb 21 MP2B PIPE 2.0 .357 6 .080 6 714916.._32130 1.872 1.872 1..H1-1b 22 MP2C PIPE 2.0. .349 6 10 .080 6 1014916.... 32130 1.872 1.872 1••H1-1b 23 MP2D PIPE 2.0 .347 6 8 .078 6 1 14916.... 32130 1.872_ 1.872 1..H1-1b 24 M5 HSS4x4x4 .347 2.5 20 .076 2.5 y 22120004.. 139518 16,18116.18112••H1-1b 25 MP1A PIPE 2.0 .346 6 3 .137 6 7 14916...; 32130 1.872 1.872 1..H1-lb 26 . MP1B PIPE 2.0 .346 6 6 .135 6 1014916...: 32130 1.872 1.872 1..H1-lb 27 MP4C PIPE 2.0 .343 6 5 .097 6 1 14916....'32130 1.872 1.872 1..H1-lb 28 MP4B PIPE 2.0 .342 6 2 .102 6 1014916.... _ ' 1.:7 1.:7 '1..H1-lb ' 29 MP2A PIPE 2.0 .340 6 4 .080 6 4 14916.... 32130 1.872 1.872 '1..H1-lb 30 1214916.... 32130 1.872 1. MP1C PIPE 2.0 .337 6 9 .128 1.333 _ 872_1..H1-1b 31 M3 HSS4x4x4 .335 2.5 23 .072 2.5 _ v 13120004.. 139518 16.181 16.1812..H1_ib 32 MP4A PIPE' 2.0 .335 6 11 .101 1.333 _ 7.14916.... 32130 1.872 1.872 1_H1-lb 33 M1 HSS474x4 .327 2.5 , 14 __073 2.5 _y 16120004.. 139518 16.181 16.181.2_H1-1b RISA-3D Version 15.0.2 [C:\...\...\...\...\...\...\...\...\...\...\...\Model Files\163006-VZW MT_LO_H.r3d] Page 19 Company : Tower Engineering Solutions May 6,2021 ''IRISA Job Designer _ 2:33 PM Job Number Project No. 10047417 Model Name : 163006-VZW_MT_LO_H Checked By: Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued) Member , Shape Code Check Lo ftl LC Shear... Lodft1 Dir LCphiPnc.. hi'Pnt_phi*Mn..,phi*Mn..Cb Eqn 34 MP1D PIPE 2.0' .322 6 1 .13Q_' 1.333 314916. .. 32130 1.872 1.872 1..H1-lb' 35 MP4D PIPE 2.0 .319 6 8 .095 6 3 14916.... 32130 1.872 1.872 1•.H1-1b 36 M7 HSS4x4x4 .318 2.5 17 .078 2.5 y 19 120004...139518 16.181 16.18112..H1-lb 37 M40 PIPE 2.0 .273 10.807 11 .197 11.719 7 6295.3... 32130 1.872 1.872 '3••H1_1b 38 M37 PIPE 2.0 .269 10.807 2 .197 11.719 106295.3... 32130 1.872 1.872 ,3..H1-lb 39 M43 PIPE 2.0 .268 10.807 8 .195 11.719 4 6295.3... 32130 1.872 1.872 3..H1-lb 40 M46 PIPE 2.0 .254 10.807 5 .191 11.719 1 6295.3...32130 1.872 1.872 i3..H1-lb 41 _ M52 PL3/8x6 .228 1.296 10 .130 1.296 v 4 24271. 72900 .57 9.113_1••H1-lb 42 M49 PL3/8x6 _ .222 1.296 7 .139 0 y 8 24271._.'72900 .57 9.113 '?_H1-1b 43 M50 PL3/8x6 .217 1.296 4 .126 1.296 v 1024271••••172900 .57 9.113 '1..H1-lb 44 M51 PL3/8x6 .217 1.296 1 .127 1.296 y 7 24271.... 72900 .57 9.113 11..H1-lb 45 M23 PIPE 3.0 .163 3.736 _ 41 111 4.17 1 59409.... 65205 5.749 5.749 1..H1-lb 46 M22 PIPE 3.0 .146 3.518 19 .115 4.17 4,59409•••• 65205 5.749 5.749 1..H7-lb 47 M21 PIPE 3.0 .141 3.518 22 .110 _4.17 7 59409.... 65205 5.749 5.749 1..H1-lb 48 M24 PIPE 3.0 .140 3.518 14 .111 4.17 1059409.... 65205 5.749 5.749 1411-1b 49 M53 HSS4x4x4 .105 0 _ _ 1 .049 0 z 8 130842.. 139518 16.181 16.181 2•.H1-lb 50 M110 HSS4x4x4 ,102 2.529 3 .050 0 z 5,130842.. 13951816.18116.1812.•H1-lb 51 M104 HSS4x4x4 .101 2.529 10 .060 0 z 11130842.. 139518 16.181 16.181 2••H1-lb 52 M107 HSS4x4x4 .098 2.529 7 .058 0 z 8130842.. 139518:16.18116.1812..H1-lb 53 M125 ;,LL3x3x3x3 .085 3.263 17 .003 0 1L 1344891.••. 70632 5.543 2.345 1..H1-lb 54 M128 LL3x3x3x3 .083 3.263 15 .003 0 y 1644591.... 70632 5.543 2.345 1..H1-lb 5 M127 LL3x3x3x3 .083 3.263 18 .003 6.526 v 1944891.... 70632 5.543 2.345 1..H1-lb 56 M126 LL3x3x3x3 082 3.263 21 .003 0 y '2244891.... 70632 5.543 2.345 1..11-1b 57 M30 L2.5x2.5x3 .078 _ 1,75 22 .007 1.75 z 1526033.... 29192.4 ,873 1.972 2..H2-1 58 i M33 ,L2.5x2.5x3 .078 1.75 22 .007, 1.75 y 21,26033....29192.41 .873 1.972 ,2..112--1 59 M35 L2_5x2.5x3' .078 1.75 19 i .007 1.75 y 1826033....29192.4 .873 1.972.2..H2-1_ 60 M31 L2.5x2.5x3', .078 1.75 13 .007 1.75 y 2426033....29192.4 .873 1.972 2..H2-1 61M32 'L2.5x2.5x3 .078 1.75 19 .007 1.75 z 24 26033....29192.4 .873 1.972 2...112-1 62 M36 L2.5x2.5x3_ .078 1.75 13 T.007 1.75 z 18 26033....29192.4 .873 1.972 2..112-1 63 _M34 L2.5x2.5x3 .078 1.75 16 007 1.75 z 21 26033....29192.4 .873 1.972 2..H2-1 64 ' M29 L2.5x2.5x3 .078 1.75 16 _007 1.75 y 15 26033....29192.4 .873 1.972 2..H2-1 65 M114 PIPE 2.0 .063 3 5 .024 3 4'26521••.• 32130 1.872 1.872 1..I11-lb 66 M115 PIPE 2.0 .061 3 12 .028 3 2'26521..•• 32130 1.872 1.872 1..11-lb 67 M123 PIPE 2.0 .061 3 _8 .022 3 7 26521.... 32130 1.872 1.872 1..H1-lb 68 M117 PIPE 2.0 .061 3 2 r 022 3 1 '26521- 32130 1.872 1.872 1..H1-lb 69 M120 PIPE 2.0 .061 3 11 .022_ 3 1026521.... 32130 1.872 1.872 1..H1-lb 75 M118 PIPE 2.0 .013 3 9 .002 ' 3 .9_.26521.... 32130 1.872 1.872 1..H1-lb 71 M124 PIPE 2.0 .002 _3 8 26521.... 32130 1.872 1.872 1..111-lb 72 M121 PIPE2.0 .0 3 11 8 .002 3 1126521.... 32130 1.872 1.872_1..H1-1b Envelope AISI S100-12: LRFD Cold Formed Steel Code Checks Member Shape Code Ch... Loc[ft] LC Shear...Loc[ft]Dir LC phi*Pn[Ib]ph'Tn[Ib]nhi*Mny..ahi*Mnz... Cb CmyyCmzz Eqn i No Data to Print... 1 Envelope AA ADM1-15: LRFD- Building Aluminum Code Checks __Member __$ape CodeC...LocIft] L.C$hear_.._Loc[R]__Dir LC ohi*Pnc...phi*Pntt..phi*Mn...phi*Mn...phi*Vny...ohi*Vnz..Cb Ean i No Data to Print... RISA-3D Version 15.0.2 [C:1...1...\...\...\...1...1...1...1...1..,\...\Model Files\163006-VZW MT_LO_H.r3d] Page 20 Mount Desktop — Post Modification Inspection (PMI) Report Requirements Documents & Photos Required from Contractor— :viount Niodifiication 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. DThe 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 CI 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. D 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. 0 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 outlining the differences. Certifying Individual: Company Na me Signature Special Instructions/Validation as required from the MA or Mod Drawings: Issue: Response: Schedule A—Photo & Document File Structure VzW Site Number/Name Base & "During Installation"Photos Pre-Installation Photos Alpha Beta Gamma Ground Level Tape Drop Post-Installation Photos Alpha Beta Gamma Ground Level f._ Tape Drop Photos of climbing facility and safety climb—If Present Certifications—Submission of this document including certifications Specific Required Additional Photos Structure: 163006-VZW-CASCADE-POR CASCADE Aft 1 Crown Collo Sector. A - --.-- - �li 11` Structure Type:Monopole 5/6/2021 i' Mount Eiev: 75.00 age: 1 LS To Siructure Plan View r "" _: 41 Front View _ - Looking at Struc ure - - •••••• M. T T 4 3 2 I Height Width H Dist Pipe Pipe Ant C.Ant Mt Ref* Model (in) (in) Frm L. * Pas V Pos Foe T. H Off Status Validation A2 61X06FRO840-02 95.9 10.8 130 1 a Front 42 0 Added R8 RRUS32 B2 27.2 12.1 130 1 a Behind 36 0 Retained Al V`-A1R0?01 TB 20.5 7.4 5g 3 a Front 36 0 Added A2 MX3eFRO840-02 95.9 19.8 92 2 a Front 42 0 Added R6 4449 15 13.2 92 2 a Behind 36 0 Added A3 AIR6449 30.4 15.g 20 4 a Front 36 0 Added Rg RRUS32B66A 27.2 12.1 20 4 a Behind 36 0 Resained Copyright 251§by TO EnrEern 7al tO1t.L.C.NI RIMS Reserve Structure: 163006-VZW- CASCADE-POR CASCADE Alt 1 Crown Collo Sector. B 5/6/2021 ii1 ii 14 Structure Type: Monopole Mount Elev: 75.00 Page:2 1.1`1 0 To Structure Plan View ,.,.. r i --- 111117.x.r.7rMirmill.."11111 MiNN - _ l 1 Front View — -- Lookin9 at Structure — ••-•• i1• — —1-- 4 3 1 Height 'Nidlh H Dist Pipe Pipe Mt C.Mt Mt Rehi Model fin) (in) Frm L # Pos V Pos Fm,T. H Off Status Validation A2 MXO8FRO840-C2 65.9 19.8 130 1 a Front 42 0 Added R8 RR.JS32 B2 27.2 12.' 130 1 a Behind 35 0 Real ned A2 11.9(05FRO840-02 05.9 19.8 02 2 a Fran 42 0 Added Rib 444g 15 132 02 2 a Behind 38 0 Added Al VZ-A1R8701 TB :0.5 7 6 !g 3 a Front 28 0 Added A3 AIR6449 30.4 15.9 20 4 a Front 30 0 Added R6 RRJ332 B86A 27.2 12.1 20 4 a Behind 38 0 Retainac copyryta 2015©y r,ee Er"yl^eerly":alctonc.Lc.rot Fops Reserved Structure: 163006-VZW -CASCADE - POR CASCADE Alt 1 Crown C:ollo Sector C 5/6/2021 lei '// Structure Type: Monopole ii. 7 Mount Bey: 75.00 ='age. ., ATO 57t.Ctl.'e r 1 clmir..__, Plan View r---' I MI 1 r ! iiiiii =ii r i Front View i Looking at Structure i .--- MI T T 4 3 2 Height Width H CJist Pipe Pipe Mt C.Mt Ant 'ems Model {in) 0n) Frm L. +k Pos'•: Fos Frm T. HOi 3tatvs Va irk. _ ALKO6FRO840-02 65.9 19.8 130 1 a F•crt 42 0 Added ?e RR J532 B2 27.2 12.' 130 1 a Behind 36 0 Reai neo A2 MX06PRO840-02 65.6 19.E: 92 2 a Frc rt 42 0 Added ?e 4449 15 13 2 62 2 a Behind 38 0 Added A3 AIR6449 30.4 15.9 20 4 a Font 36 _ Added R6 RRUS32 BBBA 27_2 12.' 20 4 a Behind 36 0 Re-ainec C:7..r.}r•3r?:CI;71 T:Wer ERgirrerig!oI tcm,L.C.M P.irta 4ese»eC Structure: 1 G300G-VZW - CASCADE - POR CASCADE Alt 1 Crown Collo Sector 0 i1i 11' 5/6/2021 Structure Type:Monopole I ES Mount Elev: 75.00 =age: 4 ATo Structure Plan View r I r--1 . kIIIMENTIIIIIMiraLT711111 161111MIIIIM a_ I— I - ... ... i Front View 1 ' Looking at Structure i• T T 4 3 2 1 Height Width H Dist Pipe Pipe Mt C.Ant Mt Ref? Mode, (in) (iri Fmi L. N Pos V Pos Frtn T. H Off Status Va, 1a:icn A2 h1}.2e=Ro840-C2 95.9 19.E 132 1 a Front 42 0 Added R8 RRJS32 B2 27.2 12.' 130 1 a Behind 36 0 Retained A2 MX05fRO840-02 95.9 19.8 62 2 a Rant 42 0 Added Re 4449 15 1.3.2 02 2 a Behind 3E 0 Added Al -a ReT31 20.5 7.9 59 3 a Front 33 p Added R9 RRUS32 Bed5A 27.2 121 20 4 a Peni-d 35 = Re:a.nec COrrt%jl't 20i;ay Meer Er l eerny 21*50n5.r.C.M Rgrts 3eser:ea