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REVIEWED RESUB 1-Structural_Analysis_or_Calculationsverizon--i' REVIEWED BY CITY OF EDMONDS Tower Engineering Solutions, LLC 1320 Greenway Dr. Suite 600 Irving, TX 75038 972.483.0607 TESOrders@testower.us III ES Antenna Mount Analysis Report and PMI Requirements Mount Analysis SMART Tool Project #: 10064099 Rev. 1 November 1, 2021 Site Information Site ID: 163036-VZW Site Name: WASE LAKE_BALLINGER Carrier Name: Verizon Wireless Address: 24329 Highway 99 Edmonds, Washington 98020, Snohomish County Latitude: 47.778611 ° Longitude: -122.343611 ° Structure Information Tower Type: Monopole Mount Type: 12.50-Ft Platform w/ Support Rails FUZE ID # 16226416 Analysis Results Platform w/ Support Rails: 94.6% [Pass] ***Contractor PMI Requirements: Included at the end of this MA report Available & Submitted via portal at https.IlpmLvzwsmart.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 Exp.o8/12/2023 Report Prepared By: Andrew Hong r% /T ��z W 52 Cf� L'RAL slaNnL 11/01/2021 Mount Structural Analysis Report (1) 12.50-Ft Platform w/ Support Rails Executive Summary: November 1, 2021 Site ID: 163036-VZWI WASE LAKE_BALLINGER Page 12 The objective of this report is to determine the capacity of the antenna support mount at the subject facility for the final wireless telecommunications configuration, per the applicable codes and standards. Any modification listed under Sources of Information was assumed completed and was included in this analysis. 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 Mapping Mapping by JOY Inc., dated May 17, 2021 Radio Frequency Data Sheet (RFDS) Verizon FUZE Project ID: 16226416, dated March 16, 2021 Analysis Criteria: Codes and Standards: ANSI/TIA-222-H / IBC 2018 Wind Parameters: Basic Wind Speed (Ultimate 3-sec Ice Wind Speed (3-sec. Gust): Design Ice Thickness: Risk Category: Exposure Category: Topographic Category: Topographic Feature Considered: Topographic Method: Ground Elevation Factor, Ke: Seismic Parameters: Ss: Si: Maintenance Parameters: Wind Speed (3-sec. Gust): Maintenance Live Load, Lv: Maintenance Live Load, Lm: Analysis Software: RISA-3D (V17) Gust), V,,: 98 mph (3-Sec. Gust) 30 mph (3-Sec. Gust) 1.00 in C 1 N/A Method 1 0.985 1.277 0.447 30 mph +0" Radial ice 250 lbs. 500 lbs. Mount Structural Analysis Report (1) 12.50-Ft Platform w/ Support Rails Final Loading Configuration: November 1, 2021 Site ID: 163036-VZWI WASE LAKE_BALLINGER Page 13 The following equipment has been considered for the analysis of the mount: Mount Elevation ft Equipment Elevation ft Quantity Manufacturer Model Status 88.00 88.00 6 Commscope NHH-45A-R2B Added 88.00 88.00 3 Ericsson AIR6449 Added 88.00 88.00 3 Ericsson 4449 Added 88.00 88.00 3 Ericsson 8843 Added 88.00 88.00 1 Raycap OVP6* Retained * Equipment is mounted on standoff. Equipment is not shown in placement diagrams. The recent mount mapping did not report existing OVP units. However, 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. 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. 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. Mount Structural Analysis Report (1) 12.50-Ft Platform w/ Support Rails November 1, 2021 Site ID: 163036-VZWI WASE LAKE_BALLINGER Page 14 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 Discrepancies between in -field conditions and the assumptions listed above may render this analysis invalid unless explicitly approved by Tower Engineering Solutions. Analysis Results: Component Utilization % Pass/Fail Standoff Arm 81.1 % Pass Face Horizontal 30.8 % Pass Bracing 94.6 % Pass Support Rail 22.2 % Pass Mount Pipes 36.0 % Pass End Connection 12.8 % Pass Structure Rating — (Controlling Utilization of all Components) 94.6% [Pass] Recommendation: The existing mount is SUFFICIENT for the final loading configuration and do not require modifications. 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 Post Installation Inspection (PMI) Report Deliverables 5. Antenna Placement Diagrams rtw 0 i III Ijp Antenna Mount Mapping Form (PATENT PENDING) FCC# Tower Owner: ATC Mapping Date: 5/17/2021 ES Site Name: ILASE Lake Ballinger Tower Type: Monopole Tuarr in Soluxion. Site Number or ID: 163036-VZW Tower Height (Ft.): 91.1 g:nccxix,K .' Mapping Contractor: IJOY Inc. I Mount Elevation (Ft.): 83.5 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. Pw,.�.x_ __- ji�]Pye.uk:.u5'rl"�.-.. ■ _ v c Iy Mount Pipe Configuration and Geometries [Unit= Inches] Sector/ Position Mount Pipe Size &Length Vertical Offset Dimension Horizontal Offset "Cl, C2, C3, etc. ' Sector/ Position Mount Pipe Size &Length Vertical Offset Dimension Horizontal Offset "Cl, C2, C3, etc." Al 2.4" 0 x 95.5" 72.00 6.50 C1 2.4" ¢ x 95.5" 72.00 6.50 A2 2.4" ¢ x 95.5" 72.00 55.00 C2 2.4" 0 x 95.5" 72.00 55.00 A3 2.4" 0 x 95.5" 72.00 95.00 C3 2.4" ¢ x 95.5" 72.00 95.00 A4 2.4" 0 x 95.5" 72.00 144.50 C4 2.4" 0 x 95.5" 72.00 144.50 A5 C5 A6 C6 B1 2.4" 0 x 95.5" 72.00 6.50 D1 2.4" 0 x 95.5" 72.00 6.50 B2 2.4" 0 x 95.5" 72.00 55.00 D2 2.4" ¢ x 95.5" 72.00 55.00 B3 2.4" 0 x 95.5" 72.00 95.00 D3 2.4" 0 x 95.5" 72.00 95.00 B4 2.4" 0 x 95.5" 72.00 144.50 D4 2.4" 0 x 95.5" 72.00 144.50 B5 DS B6 D6 Distance between bottom rail and mount CL elevation (dim d). Unit is inches. See 'Mount Elev Ref'tab for details.: 0.00 Distance from top of bottom support rail to lowest tip of ant./egpt. of Carrier above. (N/A if> 10 ft.) Distance from top of bottom support rail to highest tip of ant./eqpt. of Carrier below. (N/A if > 10 ft.) : 55 Please enter additional infomation or comments below. Tower Face Width at Mount Elev. ft): I ITower Leg Size or Pole Shaft Diameter at Mount Elev. (in.): 17.19 SECTOR B SECTOR c Enter antenna model. If not labeled, enter "Unknown". Mounting Locations Photos of [Units are inches and degrees] antennas FACE 6 LEG a LEG c w Coax Antenna Vertical Horiz. Offset Antenna « Antenna Models if Width Depth Height "h"(Use"" Photo Size and Center- Distances' bta, bza, Azimuth Known (in.) (in.) (in.) if Ant. is Numbers �nF a Qty line (Ft.) b, , btb...." (Inches) behind) (Degrees) 9 4 Sector A Antra SECTOR A LEG A Anttb + + Horixantal Offset "h" Antenna Layout (Looking Out From Tower) Ant, Ante, 1710-217OMHZX-POL. 6.30 3.30 72.40 87.25 27.00 7.00 350.00 109 Ant2b Portz, Anti, 1710-217OMHZX-POL. 6.30 3.30 72.40 87.25 27.00 7.00 350.00 ill Ant3b RRUS 12 18.50 7.25 22.00 88.3333 14.00 6.50 350.00 113 Ant3l Ant4a HTCX4517R000G 20.50 7.00 83.00 87.4167 25.00 10.00 350.00 115 Ant4b Ant4c Ants, Ant5b Ants' Ant on Standoff Ant on Standoff Ant on Tower Ant on Tower Mount Azimuth (Degree) for Each Sector Tower Leg Azimuth (Degree) for Each Sector Sector B Anti, Sector A: 350.00 Deg Leg A: Deg Ant1b Sector B: 80.00 Deg Leg B: Deg Anttc Sector C: 170.00 Deg Leg C: Deg Antz. Sector D: 260.00 Deg Leg D: Deg Ant2b Climbing Facility Information Antic Location: 180.00 Deg NSA Anti, Corrosion Type: Good condition. Ant3b Climbing Facility Access: Climbing path was unobstructed. Anti, Condition: Good condition. Ant4, ��TWE. e.lsnxo au,Poxu ".°i.aw a ^•^- °s rom �lixro ioEs:° ", lx%n.,oP�TJ nlen ., P M P/JLH10 HIE gfSiPiIEP OF so oMa mn.'acPPrj nIP E[Isilnc SEciaR -IT Ant4b Ant,, Ants, Antsb Ants, Ant on Standoff Anton Standoff Ant on Tower Anton Tower Sector C Ant,, Ant1b Ant,, Ant2, 1710-2170MHZX-POL. 6.30 3.30 72.40 87.25 27.00 7.00 170.00 129 Antzb Antzl Ant3, 1710-2170MHZX-POL. 6.30 3.30 72.40 87.25 27.00 7.00 170.00 134 Ant3b RRUS 12 18.50 7.25 22.00 88.3333 14.00 6.50 170.00 136 Ant3l Ant4, HTCX4517R000G 20.50 7.00 83.00 87.4167 25.00 10.00 170.00 138 Ant4b Ant4, Ants, Ant 56 Ants, Ant on Standoff Ant on Standoff Ant on Tower Ant on Tower Sector D Ant„ Ant1b Ant,, Ant2, 1710-2170MHZX-POL. 6.30 3.30 72.40 87.25 27.00 7.00 260.00 148 Antzb Antic Ant3, 1710-2170MHZX-POL. 6.30 3.30 72.40 87.25 27.00 7.00 260.00 150 Ant3b RRUS 12 18.50 7.25 22.00 88.3333 14.00 6.50 260.00 152 Ant,, Ant4, HTCX4517R000G 20.50 7.00 83.00 87.4167 25.00 10.00 260.00 154 Ant4b Ant4c Ants, Antsb Ants Ant on Standoff Ant on Standoff Ant on Tower Ant on Tower -t-7 Observed Safety and Structural Issues During the Mount Mapping Issue # Description of Issue Photo # III III Antenna Mount Mapping Form (PATENT PENDING) FCC If Tower Owner: ATC Mapping Date: 5/1712021 ES Site Name: LASE Lake Ballinger Tower Type: Monopole Tuarr Ln Soluxions Site Number or ID: 163036-VZW Tower Height (Ft.): 91.1 gincc-xixw; .' Mapping Contractor: IJOY Inc. Mount Elevation (Ft.): 83.5 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. Please Insert Sketches of the Antenna Mount If 4 = 3 5o _ 13 = l 76 4 Z 64 Pr- - --'- n — A = 3S 4 C c� A _ t Ito' —,��— o u 1P Ud — 55 " C.%6.0 ---- -- - y 7 �ja d-S tl ank n m: o(tusa k Z. y .i CtLbl C :A,b u lS6,� c � . ul � \1AA9 . Please Insert Sketches of the Antenna Mount, cont'd .._._-------- Ih� nu t 3 OU -"Lj j z x Tower Engineering Solution Andrew Hong 163036-VZW MT_LO_H - Mi June 16, 2021 at 3:40 PM Project No. 10064099 163036-VZW MT LO H.r3d Page 1 Y Shear Check Env) No Calc > 1.0 Z X 90.1.0 75-.90 50-.75 0-50 0 O �6 V 0 0 0 20 0 0 o G �6 .p3 pR .72 v 0 U N ry 0 O 5 O .0 .08 co 1 14 • 0 o O G O 0 O o 73 ON � OS �`Z z 0 0 0 Member Shear Checks Displayed (Enveloped) Results for LC 1, 1.2D+1.OWo (0 Deg) Tower Engineering Solution 163036-VZW MT_LO_H SK - 2 Andrew Hong June 16, 2021 at 3:41 PM Project No. 10064099 163036-VZW_MT_LO_H.r3d Page 2 Y Code Check Env) No Calc > 1.0 Z X 90.1.0 75-.90 50-.75 0-50 16 N co N N LO N 27 O N N G M M M U N M M G � 2 M � (D CEO 1 M 22 .32 N AM .5b • nc„ 81 , 0) A9 9S O M .11. N z M co N Member Code Checks Displayed (Enveloped) Results for LC 1, 1.2D+1.OWo (0 Deg) Tower Engineering Solution 163036-VZW MT_LO_H SK - 3 Andrew Hong June 16, 2021 at 3:41 PM Project No. 10064099 163036-VZW_MT_LO_H.r3d Page 3 Company Tower Engineering Solutions June 16, 2021 IIRISA Designer Andrew Hong 3:54 PM Job Number Project No. 10064099 Checked By._ ANEMETSCHEK COMPANY Model Name 163036-VZW_MT_LO_H Basic Load Cases BLC Description Cateqory X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P 1 Antenna D None 75 2 Antenna Di None 3 Antenna W o (0 Deg) None 75 4 Antenna W o (30 Deg) None 75 5 Antenna Wo (60 Deg) None 75 6 Antenna Wo (90 Deg) None 75 7 Antenna Wo (120 Deg) None 75 8 Antenna Wo (150 Deg) None 75 9 Antenna Wo (180 Deg) None 75 10 Antenna Wo (210 Deg) None 75 11 Antenna Wo (240 Deg) None 75 12 Antenna Wo (270 Deg) None 75 13 Antenna Wo (300 Deg) None 75 14 Antenna Wo (330 Deg) None 75 15 Antenna W i (0 Deg) None 16 Antenna W i (30 Deg) None 17 Antenna W i (60 Deg) None 18 Antenna W i (90 Deg) None 19 Antenna W i (120 Deg) None 20 Antenna W i (150 Deg) None 21 Antenna W i (180 Deg) None 22 Antenna W i (210 Deg) None 23 Antenna W i (240 Deg) None 24 Antenna W i (270 Deg) None 25 Antenna W i (300 Deg) None 26 Antenna W i (330 Deg) None 27 Antenna W m (0 Deg) None 75 28 Antenna W m (30 Deg) None 75 29 Antenna W m (60 Deg) None 75 30 Antenna W m (90 Deg) None 75 31 Antenna W m (120 De.. None 75 32 Antenna W m (150 De.. None 75 33 Antenna Wm (180 De.. None 75 34 Antenna Wm (210 De.. None 75 35 Antenna W m (240 De.. None 75 36 Antenna W m (270 De.. None 75 37 Antenna W m (300 De.. None 75 38 Antenna W m (330 De.. None 75 39 Structure D None -1 4 40 Structure Di None 41 Structure Wo (0 Deg) None 106 42 Structure Wo (30 Deg) None 106 43 Structure Wo (60 Deg) None 106 44 Structure Wo (90 Deg) None 106 45 Structure Wo (120 D.. None 106 46 Structure Wo (150 D.. None 106 47 Structure Wo (180 D.. None 106 48 Structure Wo (210 D.. None 106 RISA-3D Version 17.0.4[C:\...\...\...\...\...\...\...\...\...\...\...\Model Files\163036-VZW MT LO H.r3d] Page 4 Company Tower Engineering Solutions IIIRISi4 Designer Andrew Hong Job Number Project No. 10064099 A NEMETSCHEK COMPANY Model Name 163036-VZW_MT_LO_H June 16, 2021 3:54 PM Checked By:_ Basic Load Cases (Continued) RI C r)acrrintinn (itannry X ('rnvity Y ('rnvity 7 ('rnvity Inint Pnint nktrihutarl Arai(Ma Surfica(P 49 Structure Wo (240 D.. None 106 50 Structure Wo (270 D.. None 106 51 Structure Wo (300 D.. None 106 52 Structure Wo (330 D.. None 106 53 Structure Wi (0 Deg) None 106 54 Structure Wi (30 Deg) None 106 55 Structure Wi (60 Deg) None 106 56 Structure Wi (90 Deg) None 106 57 Structure Wi (120 De... None 106 58 Structure Wi (150 De... None 106 59 Structure Wi (180 De... None 106 60 Structure Wi (210 De... None 106 61 Structure Wi (240 De... None 106 62 Structure Wi (270 De... None 106 63 Structure Wi (300 De... None 106 64 Structure Wi (330 De... None 106 65 Structure Wm (0 Deg) None 106 66 Structure Wm (30 D... None 106 67 Structure Wm (60 D... None 106 68 Structure Wm (90 D... None 106 69 Structure Wm (120 ... None 106 70 Structure Wm (150 ... None 106 71 Structure Wm (180 ... None 106 72 Structure Wm (210 ... None 106 73 Structure Wm (240 ... None 106 74 Structure Wm (270 ... None 106 75 Structure Wm (300 ... None 106 76 Structure Wm (330 ... None 106 77 Lm1 None 1 78 Lm2 None 1 79 Lv1 None 1 80 A Lv2 None 1 81 BLC 39 Transient Are.. None 32 Load Combinations n,—r-rintinn Si Pn,.iti R R Fi R Fi R Fi R Fi R Fi R Fi R Fa R Fi R Fi R Fa 0 1 •=- =7}�0M0®f®©DmOM-M-E-E-E-E- © 1 • 1 � - • EM EU®M®OMmME-E-E-E-E-E- © 1 • • 1 - • E7� 1 •• 1 � - • I •0' M 'MMUMM®©DmOE-E-E-E-E-E- ME-E-E-E-E-E- © • 1 1 - • 7� �MEUMM® E7}MMU®IM®ODmOE-E-E-E-E-E- m 1 1 1 EM■U®EM®©M ' 1 MMMOME-■-■-■- RISA-3D Version 17.0.4[CA ... \...\...\...\...\...\...\...\...\...\...\Model Files\163036-VZW MT LO H.r3d] Page 5 Company Tower Engineering Solutions June 16, 2021 IIIRI Si4 Designer Andrew Hong hPM Checked Job Number Project No. 10064099 Checked By._ A NEMETSCHEK COMPANY Model Name 163036-VZW_MT_LO_H Load Combinations (Continued) Dacrrintinn S Pnpitn S R Fn R Fn R Fn R Fn R Fn R Fn R Fn R Fn R Fn R Fn 15 1.2D + 1.ODi + 1.OW i (60 De.. Yes Y 1 1.2 391.2 2 1 40 1 17 1 55 1 16 1.2D + 1.ODi + 1.OW i (90 De.. Yes Y 1 1.2 39 1.2 2 1 40 1 18 1 56 1 17 1.2D + 1.ODi + 1.OW i (120 D.. Yes Y 1 1.2 39 1.2 2 1 40 1 19 1 57 1 18 1.2D + 1.ODi + 1.OW i (150 D.. Yes Y 1 1.2 391.2 2 1 40 1 20 1 58 1 19 1.2D + 1.ODi + 1.OW i (180 D.. es Y 1 1.2 39 1.2 2 1 40 1 21 1 59 1 20 1.2D + 1.ODi + 1.OW i (210 D.. Yes y 1 1.2 391.2 2 1 40 1 22 1 60 1 21 1.2D + 1.ODi + 1.OW i (240 D.. Yes Y 1 1.2 391.2 2 1 40 1 23 1 61 1 22 1.2D + 1.ODi + 1.OW i (270 D.. Yes Y 1 1.2 391.2 2 1 40 1 24 1 62 1 23 1.2D + 1.ODi + 1.OW i (300 D.. Yes Y 1 1.2 391.2 2 1 40 1 25 1 63 1 24 1.2D + 1.ODi + 1.OW i (330 D.. Yes Y 1 1.2 391.2 2 1 40 1 26 1 64 1 25 1.2D + 1.51-m1 + 1.OW m (0 .. Yes Y 1 1.2 391.2 771.5 27 1 65 1 26 1.2D + 1.51-m1 + 1.OW m (30... es Y 1 1.2 391.2 771.5 28 1 66 1 27 1.2D + 1.51-m1 + 1.OW m (60... es Y 1 1.2 391.2 771.5 29 1 67 1 28 1.2D + 1.51-m1 + 1.OW m (90... es Y 1 1.2 391.2 771.5 30 1 68 1 29 1.2D + 1.51-m1 + 1.OW m (12... es Y 1 1.2 391.2 771.5 31 1 69 1 30 1.2D + 1.51-m1 + 1.OW m (15... es Y 1 1.2 391.2 771.5 32 1 70 1 31 1.2D + 1.51-m1 + 1.OW m (18... es Y 1 1.2 391.2 771.5 33 1 71 1 32 1.2D + 1.51-m1 + 1.OW m (21... es Y 1 1.2 391.2 771.5 34 1 72 1 33 1.2D + 1.51-m1 + 1.OW m (24... es Y 1 1.2 391.2 771.5 35 1 73 1 34 1.2D + 1.51-m1 + 1.OW m (27... es Y 1 1.2 391.2 771.5 36 1 74 1 35 1.2D + 1.51-m1 + 1.OW m (30... es Y 1 1.2 391.2 771.5 37 1 75 1 36 1.2D + 1.51-m1 + 1.OW m (33... es Y 1 1.2 391.2 771.5 38 1 76 1 37 1.2D + 1.51-m2 + 1.OW m (0 .. Yes Y 1 1.2 391.2 781.5 27 1 65 1 38 1.2D + 1.51-m2 + 1.OW m (30... es Y 1 1.2 391.2 781.5 28 1 66 1 39 1.2D + 1.51-m2 + 1.OW m (60... es Y 1 1.2 391.2 781.5 29 1 67 1 40 1.2D + 1.51-m2 + 1.OW m (90... es Y 1 1.2 391.2 781.5 30 1 68 1 41 1.2D + 1.51-m2 + 1.OW m (12... es Y 1 1.2 391.2 781.5 31 1 69 1 42 1.2D + 1.51-m2 + 1.OW m (15... es Y 1 1.2 391.2 781.5 32 1 70 1 43 1.2D + 1.51-m2 + 1.OW m (18... es Y 1 1.2 391.2 781.5 33 1 71 1 44 1.2D + 1.51-m2 + 1.OW m (21... es Y 1 1.2 391.2 781.5 34 1 72 1 45 1.2D + 1.51-m2 + 1.OW m (24... es Y 1 1.2 391.2 781.5 35 1 73 1 46 1.2D + 1.51-m2 + 1.OW m (27... es Y 1 1.2 391.2 781.5 36 1 74 1 47 1.2D + 1.51-m2 + 1.OW m (30... es Y 1 1.2 391.2 781.5 37 1 75 1 48 1.2D + 1.51-m2 + 1.OW m (33... es Y 1 1.2 391.2 781.5 38 1 76 1 49 1.2D + 1.5Lv1 Yes Y 1 1.2 391.2 791.5 50 1.2D + 1.5Lv2 es Y 1 1.2 391.2 801.5 51 1 AD Yes Y 1 1.4 391.4 52 Seismic Mass Yes Y 1 1 39 1 53 1.2D + 1.OEv + 1.OEh (0 Deg) Yes Y 1 1.2 391.2 SX SY 1 Sz -1 54 1.2D + 1.OEv + 1.OEh (30 D... Yes Y 1 1.2 391.2 SX ,5 SY 1 SZ -.8... 55 1.2D + 1.OEv + 1.OEh (60 D... Yes Y 1 1.2 39 1.2 SX .866 SY 1 Sz -.5 56 1.2D + 1.OEv + 1.OEh (90 D... Yes Y 1 1.2 391.2 SX 1 SY 1 SZ 57 1.2D + 1.OEv + 1.OEh (120 ... Yes Y 1 1.2 39 1.2 SX .866 SY 1 Sz .5 58 1.2D + 1.OEv + 1.OEh (150 ... Yes Y 1 1.2 39 1.2 SX .5 SY 1 SZ .866 59 1.2D + 1.OEv + 1.OEh (180 ... Yes Y 1 1.2 391.2 SX SY 1 Sz 1 60 1.2D + 1.OEv + 1.OEh (210 ... Yes Y 1 1.2 391.2 SX _.5 SY 1 SZ .866 61 1.2D + 1.OEv + 1.OEh (240 ... Yes Y 1 1.2 39 1.2 SX -.8... SY 1 SZ ,5 62 1.2D + 1.OEv + 1.OEh (270 ... Yes Y 1 1.2 391.2 SX -1 SY 1 SZ 63 1.2D + 1.OEv + 1.OEh (300 ... es Y 1 1.2 39 1.2 SX -.8... SY 1 SZ -.5 64 1.2D + 1.OEv + 1.OEh (330 ... Yes Y 1 1.2 391.2 SX _.5 sY 1 Sz -.8... RISA-3D Version 17.0.4[CA ... \...\...\...\...\...\...\...\...\...\...\Model Files\163036-VZW MT LO H.r3d] Page 6 Company Tower Engineering Solutions June 16, 2021 IIIRI Si4 Designer Andrew Hong hPM Checked Job Number Project No. 10064099 Checked By._ A NEMETSCHEK COMPANY Model Name 163036-VZW_MT_LO_H Joint Coordinates and Temperatures Label X RI y RI Z fftl Temp fFl Detach From Dia 1 N1 0 0 0 0 2 N2 -3.320142 0 3.320142 0 3 N3 -2.142716 0 2.142716 0 4 N4 -2.179033 0.333333 2.179033 0 5 N5 -6.433344 0.333333 2.179033 0 6 N6 -2.179033 0.333333 6.433344 0 7 N7 -2.645534 0.333333 2.645534 0 8 N8 -2.853026 0.333333 2.853026 0 9 N9 -3.112392 0.333333 3.112392 0 10 N 10 -6.433344 0.333333 6.433344 0 11 N 11 -0.506465 0 0.506465 0 12 N 12 -2.645534 0 2.645534 0 13 N 13 -2.853026 0 2.853026 0 14 N 14 -3.112392 0 3.112392 0 15 N 15 3.320142 0 3.320142 0 16 N 16 2.179033 0 2.179033 0 17 N 17 2.179033 0.333333 2.179033 0 18 N 18 2.690373 0.333333 2.690373 0 19 N 19 2.901383 0.333333 2.901383 0 20 N20 3.165145 0.333333 3.165145 0 21 N21 6.433344 0.333333 6.433344 0 22 N22 5.931262 0.333333 6.433344 0 23 N23 1.737539 0.333333 6.433344 0 24 N24 0.506465 0 0.506465 0 25 N25 2.690373 0 2.690373 0 26 N26 2.901383 0 2.901383 0 27 N27 3.165145 0 3.165145 0 28 N28 3.320142 0 -3.320142 0 29 N29 2.179033 0 -2.179033 0 30 N30 2.179033 0.333333 -2.179033 0 31 N31 2.645534 0.333333 -2.645534 0 32 N32 2.853026 0.333333 -2.853026 0 33 N33 3.112392 0.333333 -3.112392 0 34 N34 4.447012 0.333333 -4.447012 0 35 N35 6.433344 0.333333 -6.433344 0 36 N36 0.506465 0 -0.506465 0 37 N37 2.645534 0 -2.645534 0 38 N38 2.853026 0 -2.853026 0 39 N39 3.112392 0 -3.112392 0 40 N40 -3.320142 0 -3.320142 0 41 N41 -2.179033 0 -2.179033 0 42 N42 -2.179033 0.333333 -2.179033 0 43 N43 -2.645534 0.333333 -2.645534 0 44 N44 -2.853026 0.333333 -2.853026 0 45 N45 -3.112392 0.333333 -3.112392 0 46 N46 -6.433344 0.333333 -6.433344 0 47 N47 -0.506465 0 -0.506465 0 48 N48 -2.645534 0 -2.645534 0 49 N49 -2.853026 0 -2.853026 0 50 N50 -3.112392 0 -3.112392 0 51 N51 2.179033 0.333333 6.433344 0 RISA-3D Version 17.0.4[CA...\...\...\...\...\...\...\...\...\...\...\Model Files\163036-VZW MT LO H.r3d] Page 7 Company Tower Engineering Solutions IIIRISi4 Designer Andrew Hong Job Number Project No. 10064099 A NEMETSCHEK COMPANY Model Name 163036-VZW_MT_LO_H Joint Coordinates and Temperatures (Continued) June 16, 2021 3:54 PM Checked By:_ Label X rft] y jft] Z rft] Temp rF] Detach From Dia 52 N52 6.433344 0.333333 2.179033 0 53 N53 6.433344 0.333333 -2.179033 0 54 N54 2.179033 0.333333 -6.433344 0 55 N55 -2.179033 0.333333 -6.433344 0 56 N56 -6.433344 0.333333 -2.179033 0 57 N57 5.931262 4.333333 6.433344 0 58 N58 5.869756 4.333333 6.433344 0 59 N59 5.534341 4.333333 6.433344 0 60 N60 6.289024 4.333333 6.433344 0 61 N61 1.737539 4.333333 6.433344 0 62 N62 -5.869756 4.333333 6.433344 0 63 N63 -5.534341 4.333333 6.433344 0 64 N64 -6.289024 4.333333 6.433344 0 65 N65 5.869756 4.333333 6.265636 0 66 N66 5.534341 4.333333 6.265636 0 67 N67 -5.869756 4.333333 6.265636 0 68 N68 -5.534341 4.333333 6.265636 0 69 N69 5.931262 0.333333 6.559124 0 70 N70 1.737539 0.333333 6.559124 0 71 N71 5.931262 4.333333 6.559124 0 72 N72 1.737539 4.333333 6.559124 0 73 N73 5.931262 6.333333 6.559124 0 74 N74 1.737539 6.333333 6.559124 0 75 N75 5.931262 -1.666667 6.559124 0 76 N76 1.737539 -1.666667 6.559124 0 77 N77 6.433344 4.333333 -5.869756 0 78 N78 6.433344 4.333333 -5.534341 0 79 N79 6.433344 4.333333 -6.289024 0 80 N80 6.433344 4.333333 5.869756 0 81 N81 6.433344 4.333333 5.534341 0 82 N82 6.433344 4.333333 6.289024 0 83 N83 -5.869756 4.333333 -6.433344 0 84 N84 -5.534341 4.333333 -6.433344 0 85 N85 -6.289024 4.333333 -6.433344 0 86 N86 5.869756 4.333333 -6.433344 0 87 N87 5.534341 4.333333 -6.433344 0 88 N88 6.289024 4.333333 -6.433344 0 89 N89 -6.433344 4.333333 5.869756 0 90 N90 -6.433344 4.333333 5.534341 0 91 N91 -6.433344 4.333333 6.289024 0 92 N92 -6.433344 4.333333 -5.869756 0 93 N93 -6.433344 4.333333 -5.534341 0 94 N94 -6.433344 4.333333 -6.289024 0 95 N95 6.265636 4.333333 -5.869756 0 96 N96 6.265636 4.333333 -5.534341 0 97 N97 6.265636 4.333333 5.869756 0 98 N98 6.265636 4.333333 5.534341 0 99 N99 -5.869756 4.333333 -6.265636 0 100 N 100 -5.534341 4.333333 -6.265636 0 101 N 101 5.869756 4.333333 -6.265636 0 102 N 102 5.534341 4.333333 -6.265636 0 103 N 103 -6.265636 4.333333 5.869756 0 RISA-3D Version 17.0.4[CA...\...\...\...\...\...\...\...\...\...\...\Model Files\163036-VZW MT LO H.r3d] Page 8 Company Tower Engineering Solutions IIIRISi4 Designer Andrew Hong Job Number Project No. 10064099 A NEMETSCHEK COMPANY Model Name 163036-VZW_MT_LO_H Joint Coordinates and Temperatures (Continued) June 16, 2021 3:54 PM Checked By:_ Label X rft] y jft] Z rft] Temp rF] Detach From Dia 104 N 104 -6.265636 4.333333 5.534341 0 105 N 105 -6.265636 4.333333 -5.869756 0 106 N 106 -6.265636 4.333333 -5.534341 0 107 N 107 -4.447012 0.333333 -4.447012 0 108 N 108 -4.447012 0.333333 4.447012 0 109 N 112 4.447012 0.333333 4.447012 0 110 N 113 -1.612783 -0. 1.612783 0 111 N 114 -1.517913 -0. 1.707653 0 112 N 115 -1.517913 4 1.707653 0 113 N 116 -1.517913 -.5 1.707653 0 114 N 117 -5.931262 0.333333 6.433344 0 115 N 118 -1.737539 0.333333 6.433344 0 116 N 119 -5.931262 4.333333 6.433344 0 117 N 120 -1.737539 4.333333 6.433344 0 118 N 121 -5.931262 0.333333 6.559124 0 119 N 122 -1.737539 0.333333 6.559124 0 120 N 123 -5.931262 4.333333 6.559124 0 121 N 124 -1.737539 4.333333 6.559124 0 122 N 125 -5.931262 6.333333 6.559124 0 123 N 126 -1.737539 6.333333 6.559124 0 124 N 127 -5.931262 -1.666667 6.559124 0 125 N 128 -1.737539 -1.666667 6.559124 0 126 N 129 6.433344 0.333333 -5.931262 0 127 N 130 6.433344 0.333333 -1.737539 0 128 N 131 6.433344 4.333333 -5.931262 0 129 N 132 6.433344 4.333333 -1.737539 0 130 N 133 6.559124 0.333333 -5.931262 0 131 N 134 6.559124 0.333333 -1.737539 0 132 N 135 6.559124 4.333333 -5.931262 0 133 N 136 6.559124 4.333333 -1.737539 0 134 N 137 6.559124 6.333333 -5.931262 0 135 N 138 6.559124 6.333333 -1.737539 0 136 N 139 6.559124 -1.666667 -5.931262 0 137 N 140 6.559124 -1.666667 -1.737539 0 138 N 141 6.433344 0.333333 5.931262 0 139 N 142 6.433344 0.333333 1.737539 0 140 N 143 6.433344 4.333333 5.931262 0 141 N 144 6.433344 4.333333 1.737539 0 142 N 145 6.559124 0.333333 5.931262 0 143 N 146 6.559124 0.333333 1.737539 0 144 N 147 6.559124 4.333333 5.931262 0 145 N 148 6.559124 4.333333 1.737539 0 146 N 149 6.559124 6.333333 5.931262 0 147 N 150 6.559124 6.333333 1.737539 0 148 N 151 6.559124 -1.666667 5.931262 0 149 N 152 6.559124 -1.666667 1.737539 0 150 N 153 -5.931262 0.333333 -6.433344 0 151 N 154 -1.737539 0.333333 -6.433344 0 152 N 155 -5.931262 4.333333 -6.433344 0 153 N 156 -1.737539 4.333333 -6.433344 0 154 N 157 -5.931262 0.333333 -6.559124 0 155 N 158 -1.737539 0.333333 -6.559124 0 RISA-3D Version 17.0.4[CA...\...\...\...\...\...\...\...\...\...\...\Model Files\163036-VZW MT LO H.r3d] Page 9 Company Tower Engineering Solutions 111RI Si4 Designer : Andrew Hong Job Number Project No. 10064099 A NEMETSCHEK COMPANY Model Name 163036-VZW_MT_LO_H Joint Coordinates and Temperatures (Continued) June 16, 2021 3:54 PM Checked By:_ I nh,-1 X rftl y &1 7 rftl T,-mn rFl n,-tarh Frnm nin 156 N 159 -5.931262 4.333333 -6.559124 0 157 N 160 -1.737539 4.333333 -6.559124 0 158 N 161 -5.931262 6.333333 -6.559124 0 159 N 162 -1.737539 6.333333 -6.559124 0 160 N 163 -5.931262 -1.666667 -6.559124 0 161 N 164 -1.737539 -1.666667 -6.559124 0 162 N 165 5.931262 0.333333 -6.433344 0 163 N 166 1.737539 0.333333 -6.433344 0 164 N 167 5.931262 4.333333 -6.433344 0 165 N 168 1.737539 4.333333 -6.433344 0 166 N 169 5.931262 0.333333 -6.559124 0 167 N 170 1.737539 0.333333 -6.559124 0 168 N 171 5.931262 4.333333 -6.559124 0 169 N 172 1.737539 4.333333 -6.559124 0 170 N 173 5.931262 6.333333 -6.559124 0 171 N 174 1.737539 6.333333 -6.559124 0 172 N 175 5.931262 -1.666667 -6.559124 0 173 N 176 1.737539 -1.666667 -6.559124 0 174 N 177 -6.433344 0.333333 5.931262 0 175 N 178 -6.433344 0.333333 1.737539 0 176 N 179 -6.433344 4.333333 5.931262 0 177 N 180 -6.433344 4.333333 1.737539 0 178 N 181 -6.559124 0.333333 5.931262 0 179 N 182 -6.559124 0.333333 1.737539 0 180 N 183 -6.559124 4.333333 5.931262 0 181 N 184 -6.559124 4.333333 1.737539 0 182 N 185 -6.559124 6.333333 5.931262 0 183 N 186 -6.559124 6.333333 1.737539 0 184 N 187 -6.559124 -1.666667 5.931262 0 185 N 188 -6.559124 -1.666667 1.737539 0 186 N 189 -6.433344 0.333333 -5.931262 0 187 N 190 -6.433344 0.333333 -1.737539 0 188 N 191 -6.433344 4.333333 -5.931262 0 189 N 192 -6.433344 4.333333 -1.737539 0 190 N 193 -6.559124 0.333333 -5.931262 0 191 N 194 -6.559124 0.333333 -1.737539 0 192 N 195 -6.559124 4.333333 -5.931262 0 193 N 196 -6.559124 4.333333 -1.737539 0 194 N 197 -6.559124 6.333333 -5.931262 0 195 N 198 -6.559124 6.333333 -1.737539 0 196 N 199 -6.559124 -1.666667 -5.931262 0 197 N200 -6.559124 -1.666667 -1.737539 0 Hot Rolled Steel Section Sets I nh,-1 Shan,- Tun,- rl,-sinn 1 ist Mnt,-rinl rl,-sinn Pulps A rin91 Ivvrindl 177rindl 1 rindl 1 1 Mount Pipes PIPE 2.0 Beam Pie A53 Gr. B Typical 1.02 .627 .627 1.25 2 Face Horizontal PIPE 3.0 Beam Channel A36 Gr.36 Typical 2.07 2.85 2.85 5.69 3 Standoff Arm HSS4X4X3 Beam Tube A500 Gr.B R... Typical 2.58 6.21 6.21 10 4 Support Rail PIPE 2.0 Beam Single Angle A53 Gr.B Typical 1.02 .627 .627 1.25 5 Bracing L3X3X3 I Beam I Single Angle I A53 Gr.B I Typical 1.09 .948 1 .948 .014 RISA-31D Version 17.0.4[CA ... \...\...\...\...\...\...\...\...\...\...\Model Files\163036-VZW MT LO H.r3d] Page 10 Company Tower Engineering Solutions Si4 Designer Andrew Hong Job Number Project No. 10064099 IIIRI A NEMETSCHEK COMPANY Model Name 163036-VZW_MT_LO_H June 16, 2021 hPM Checked Checked By.___ Hot Rolled Steel Section Sets (Continued) Label Shape Type Design List Material Design Rules A [in2I Iyy [in4I Izz in4 J in4 6 Plate PL1/4x4 Beam RECT A53 Gr.B Typical .75 .004 .563 .015 7 End Connection PL3/8x8 Beam Single Angle A53 Gr.B Typical 3 .035 16 .136 Cold Formed Steel Section Sets Label Shape Type Des i n List Material Desi n Rules A In2 I in4 Izz in4 J in4 1 1 CFA 4CS2x059 Beam CU A570 GO Typical .538 1 .331 1 1.35 1.000625 Aluminum Section Sets Label Shape Tvpe Des i n List Material Des i n Rules A In2 I in4 Izz in4 J in4 1 AL1A 6ACS14X13-J Beam AAChannel I 3003-H14 Typical 11.8 1 44.7 1 401 1.19 Hot Rolled Steel Properties I nhPI F rkcil (. rkcil Nu Tharm (/1F ni-nsitvrk/ft Yialrlrkcil Rv Furkcil Rt 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 3 A992 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.B 29000 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 2 A607 C 1 G r.55 29500 11346 .65 ■ 1 .4� 55 Aluminum Properties I ahal F rksil r; rkcil Nu Tharm ( nancitvr Tnhla R d kt Fturkcil Ftvrkcil Fcvrkcil Fcnrkcil (It 1 3003-H14 10100 3787.5 .33 1.3 .173 Table B... 0 1 0 19 16 13 2 6061-T6 10100 3787.5 .33 1.3 .173 Table B... 0 1 0 9 38 35 35 3 6063-T5 10100 3787.5 .33 1.3 .173 Table B... 0 1 0 22 16 16 4 6063-T6 10100 3787.5 .33 1.3 .173 Table B... 0 1 0 30 25 25 5 5052-H34 1 10200 13787.5 .33 1.3 .173 Table B... 0 1 1 0 34 26 24 6 6061-T6 W 1 10100 3787.5 .33 1.3 .173 Table B... 0 1 0 24 15 15 Member Primary Data I ahPI I Anint .1 Anint K Anint Rntnta(rianl Rartinn/Shares TvnP ncaginn 1 ict Katerini rlacinn Rn1ac 1 M1 N11 N2 Standoff Arm Beam Tube A500Gr.... Typical 2 M2 N4 N 10 Standoff Arm Beam Tube A500 Gr.... Typical 3 M3 N9 N14 RIGID None None RIGID Typical 4 M4 N8 N13 RIGID None None RIGID Typical 5 M5 N7 N12 RIGID I None I None I RIGID Typical 6 M6 N24 N 15 Standoff Arm I Beam I Tube IA500 Gr.... T ical RISA-3D Version 17.0.4[CA...\...\...\...\...\...\...\...\...\...\...\Model Files\163036-VZW MT LO H.r3d] Page 11 Company Tower Engineering Solutions 111RI Si4 Designer : Andrew Hong Job Number Project No. 10064099 A NEMETSCHEK COMPANY Model Name 163036-VZW_MT_LO_H Member Primary Data (Continued) June 16, 2021 3:54 PM Checked By:_ Label I Joint J Joint K Joint Rotate(deq) Section/Shape Type Design List Material Desiqn Rules 7 M7 N 17 N21 Standoff Arm Beam Tube A500 Gr.... Typical 8 M8 N20 N27 RIGID None None RIGID Typical 9 M9 N19 N26 RIGID None None RIGID Typical 10 M10 N18 N25 RIGID None None RIGID Typical 11 M11 N36 N28 Standoff Arm Beam Tube A500 Gr.... Typical 12 M12 N30 N35 Standoff Arm Beam Tube A500 Gr.... Typical 13 M13 N33 N39 RIGID None None RIGID Typical 14 M14 N32 N38 RIGID None None RIGID Typical 15 M15 N31 N37 RIGID None None RIGID Typical 16 M16 N47 N40 Standoff Arm Beam Tube A500Gr.... Typical 17 M17 N42 N46 Standoff Arm Beam Tube A500 Gr.... Typical 18 M18 N45 N50 RIGID None None RIGID Typical 19 M19 N44 N49 RIGID None None RIGID Typical 20 M20 N43 N48 RIGID None None RIGID Typical 21 M21 N21 N10 Face Horizontal Beam Channel A36 Gr.36 Typical 22 M22 N10 N46 Face Horizontal Beam Channel A36 Gr.36 Typical 23 M23 N46 N35 Face Horizontal Beam Channel A36 Gr.36 Typical 24 M24 N35 N21 Face Horizontal Beam Channel A36 Gr.36 Typical 25 M25 N4 N6 180 Bracing Beam Single Angle A53 Gr.B Typical 26 M26 N4 N5 90 Bracing Beam Single Angle A53 Gr.B Typical 27 M27 N17 N52 180 Bracing Beam Single Angle A53 Gr.B Typical 28 M28 N17 N51 90 Bracing Beam Single Angle A53 Gr.B Typical 29 M29 N30 N54 Bracing Beam Single Angle A53 Gr.B Typical 30 M30 N30 N53 90 Bracing Beam Single Angle A53 Gr.B Typical 31 M31 N42 N56 180 Bracing Beam Single Angle A53 Gr.B Typical 32 M32 N42 N55 90 Bracing Beam Single Angle A53 Gr.B Typical 33 M33 N60 N64 Support Rail Beam Single Angle A53 Gr.B Typical 34 M34 N23 N70 RIGID None None RIGID Typical 35 M35 N22 N69 RIGID None None RIGID Typical 36 M36 N57 N71 RIGID None None RIGID Typical 37 M37 N61 N72 RIGID None None RIGID Typical 38 MP1A N73 N75 Mount Pipes Beam Pie A53 Gr.B Typical 39 MP2A N74 N76 Mount Pipes Beam Pie A53 Gr.B Typical 40 M40 N79 N82 Support Rail Beam Single Angle A53 Gr.B Typical 41 M41 N85 N88 Support Rail Beam Single Angle A53 Gr.B Typical 42 M42 N91 N94 Support Rail Beam Single Angle A53 Gr.B Typical 43 M43 N62 N67 RIGID None None RIGID Typical 44 M44 N63 N68 RIGID None None RIGID Typical 45 M45 N59 N66 RIGID None None RIGID Typical 46 M46 N58 N65 RIGID None None RIGID Typical 47 M47 N68 N67 End Connection Beam Single Angle A53 Gr.B Typical 48 M48 N66 N65 End Connection Beam Single Angle A53 Gr.B Typical 49 M49 N80 N97 RIGID None None RIGID Typical 50 M50 N81 N98 RIGID None None RIGID Typical 51 M51 N78 N96 RIGID None None RIGID Typical 52 M52 N77 N95 RIGID None None RIGID Typical 53 M53 N98 N97 End Connection Beam Single Angle A53 Gr.B Typical 54 M54 N96 N95 End Connection Beam Single Angle A53 Gr.B Typical 55 M55 N86 N101 RIGID None None RIGID Typical 56 M56 N87 N102 RIGID None None RIGID Typical 57 M57 N84 N100 RIGID None None RIGID Typical 58 M58 N83 N99 RIGID None None RIGID Typical RISA-3D Version 17.0.4[CA...\...\...\...\...\...\...\...\...\...\...\Model Files\163036-VZW MT LO H.r3d] Page 12 Company Tower Engineering Solutions 111RI Si4 Designer : Andrew Hong Job Number Project No. 10064099 A NEMETSCHEK COMPANY Model Name 163036-VZW_MT_LO_H Member Primary Data (Continued) June 16, 2021 3:54 PM Checked By:_ Label I Joint J Joint K Joint Rotate(deq) Section/Shape Type Design List Material Desiqn Rules 59 M59 N102 N101 End Connection Beam Single Angle A53 Gr.B Typical 60 M60 N100 N99 End Connection Beam Single Angle A53 Gr.B Typical 61 M61 N92 N105 RIGID None None RIGID Typical 62 M62 N93 N106 RIGID None None RIGID Typical 63 M63 N90 N104 RIGID None None RIGID T ical 64 M64 N89 N103 RIGID None None RIGID Typical 65 M65 N106 N105 End Connection Beam Single Angle A53 Gr.B Typical 66 M66 N104 N103 End Connection Beam Single Angle A53 Gr.B Typical 67 M67 N105 N99 End Connection Beam Single Angle A53 Gr.B Typical 68 M68 N101 N95 End Connection Beam Single Angle A53 Gr.B Typical 69 M69 N97 N65 End Connection Beam Single Angle A53 Gr.B Typical 70 M70 N67 N103 End Connection Beam Single Angle A53 Gr.B Typical 71 M71 N113 N114 RIGID None None RIGID Typical 72 M72 N115 N116 Mount Pipes Beam Pie A53 Gr.B Typical 73 M73 N118 N122 RIGID None None RIGID Typical 74 M74 N117 N121 RIGID None None RIGID Typical 75 M75 N119 N123 RIGID None None RIGID Typical 76 M76 N120 N124 RIGID None None RIGID Typical 77 MP4A N125 N127 Mount Pipes Beam Pie A53 Gr.B Typical 78 MP3A N126 N128 Mount Pipes Beam Pie A53 Gr.B Typical 79 M79 N130 N134 RIGID None None RIGID Typical 80 M80 N129 N133 RIGID None None RIGID Typical 81 M81 N131 N135 RIGID None None RIGID Typical 82 M82 N132 N136 RIGID None None RIGID Typical 83 MP1C N137 N139 Mount Pipes Beam Pie A53 Gr.B Typical 84 MP2C N138 N140 Mount Pipes Beam Pie A53 Gr.B Typical 85 M85 N142 N146 RIGID None None RIGID Typical 86 M86 N141 N145 RIGID None None RIGID Typical 87 M87 N143 N147 RIGID None None RIGID Typical 88 M88 N144 N148 RIGID None None RIGID Typical 89 MP4C N149 N151 Mount Pipes Beam Pie A53 Gr.B Typical 90 MP3C N150 N152 Mount Pipes Beam Pie A53 Gr.B Typical 91 M91 N154 N158 RIGID None None RIGID Typical 92 M92 N153 N157 RIGID None None RIGID Typical 93 M93 N155 N159 RIGID None None RIGID Typical 94 M94 N156 N160 RIGID None None RIGID Typical 95 MP1B N161 N163 Mount Pipes Beam Pie A53 Gr.B Typical 96 MP2B N162 N164 Mount Pipes Beam Pie A53 Gr.B Typical 97 M97 N166 N170 RIGID None None RIGID Typical 98 M98 N165 N169 RIGID None None RIGID Typical 99 M99 N167 N171 RIGID None None RIGID Typical 100 M100 N168 N172 RIGID None None RIGID Typical 101 MP4B N173 N175 Mount Pipes Beam Pie A53 Gr.B Typical 102 MP3B N 174 N 176 Mount Pipes Beam Pipe A53 Gr. B Typical 103 M103 N178 N182 RIGID None None RIGID Typical 104 M104 N177 N181 RIGID None None RIGID Typical 105 M105 N179 N183 RIGID None None RIGID Typical 106 M106 N180 N184 RIGID None None RIGID Typical 107 M 107 N 185 N 187 Mount Pipes Beam Pie A53 Gr. B Typical 108 M 108 N 186 N 188 Mount Pipes Beam Pie A53 Gr.B Typical 109 M109 N190 N194 RIGID None None RIGID Typical 110 M110 N189 N193 RIGID None None RIGID Typical RISA-3D Version 17.0.4[CA...\...\...\...\...\...\...\...\...\...\...\Model Files\163036-VZW MT LO H.r3d] Page 13 Company Tower Engineering Solutions IIIRISi4 Designer Andrew Hong Job Number Project No. 10064099 A NEMETSCHEK COMPANY Model Name 163036-VZW_MT_LO_H June 16, 2021 3:54 PM Checked By:_ Member Primary Data (Continued) I ahal I .Inint .I .Inint K .Inint Rntnta(rlanl qP(. lnn/Shang Tvna na¢inn I ict Material nacinn Ridac 111 M111 N191 N195 RIGID None None RIGID Typical 112 M112 N192 N196 RIGID None None RIGID Typical 113 M113 N197 N199 Mount Pipes Beam Pie A53 Gr.B Typical 114 M114 N198 N200 Mount Pipes Beam Pie A53 Gr.B Typical Member Advanced Data I ahal I Ralaasa .I Ralaaca I Offsatrinl .I Offcatrinl T/r Only Phvsiral r)afl Rat Analvcis Innntiva Raismir. 1 M1 Yes None 2 M2 Yes None 3 M3 Yes ** NA ** None 4 M4 Yes ** NA ** None 5 M5 Yes *" NA "* None 6 M6 Yes None 7 M7 Yes None 8 M8 Yes ** NA ** None 9 M9 Yes *" NA "* None 10 M10 Yes ** NA ** None 11 M11 Yes None 12 M12 Yes None 13 M13 Yes "" NA "* None 14 M14 Yes ** NA ** None 15 M15 Yes "" NA "* None 16 M16 Yes None 17 M17 Yes None 18 M18 Yes *" NA ** None 19 M19 Yes ** NA ** None 20 M20 Yes ** NA ** None 21 M21 Yes None 22 M22 Yes None 23 M23 Yes None 24 M24 Yes None 25 M25 Yes None 26 M26 Yes None 27 M27 Yes None 28 M28 Yes None 29 M29 Yes None 30 M30 Yes None 31 M31 Yes None 32 M32 Yes None 33 M33 Yes None 34 M34 Yes ** NA ** None 35 M35 Yes *" NA "* None 36 M36 Yes ** NA ** None 37 M37 Yes "" NA "* None 38 MP1A Yes Default None 39 MP2A Yes None 40 M40 Yes None 41 M41 Yes None 42 M42 Yes None 43 M43 Yes ** NA *' None RISA-3D Version 17.0.4[CA ... \...\...\...\...\...\...\...\...\...\...\Model Files\163036-VZW MT LO H.r3d] Page 14 Company Tower Engineering Solutions 111RI Si4 Designer : Andrew Hong Job Number Project No. 10064099 A NEMETSCHEK COMPANY Model Name 163036-VZW_MT_LO_H MemberAdvanced Data (Continued) June 16, 2021 3:54 PM Checked By:_ Label I Release J Release I Offset[in] J Offsetjinj T/C Only Physical Defl Rat...Analysis ... Inactive Seismic 44 M44 Yes ** NA ** None 45 M45 Yes "" NA "* None 46 M46 Yes ** NA ** None 47 M47 Yes None 48 M48 Yes None 49 M49 Yes ** NA *' None 50 M50 Yes *" NA "* None 51 M51 Yes ** NA *' None 52 M52 Yes *" NA "* None 53 M53 Yes None 54 M54 Yes None 55 M55 Yes ** NA ** None 56 M56 Yes ** NA ** None 57 M57 Yes ** NA ** None 58 M58 Yes ** NA ** None 59 M59 Yes None 60 M60 Yes None 61 M61 Yes ** NA ** None 62 M62 Yes ** NA ** None 63 M63 Yes *" NA "* None 64 M64 Yes ** NA ** None 65 M65 Yes None 66 M66 Yes None 67 M67 Yes None 68 M68 Yes None 69 M69 Yes None 70 M70 Yes None 71 M71 Yes "" NA "* None 72 M72 Yes None 73 M73 Yes ** NA "* None 74 M74 Yes ** NA "* None 75 M75 Yes ** NA *' None 76 M76 Yes *" NA ** None 77 MP4A Yes None 78 MP3A Yes None 79 M79 Yes ** NA ** None 80 M80 Yes *" NA "* None 81 M81 Yes ** NA ** None 82 M82 Yes ** NA ** None 83 MP1 C Yes None 84 MP2C Yes None 85 M85 Yes ** NA ** None 86 M86 Yes ** NA ** None 87 M87 Yes ** NA ** None 88 M88 Yes ** NA *' None 89 MP4C Yes None 90 MP3C Yes None 91 M91 Yes *" NA ** None 92 M92 Yes ** NA ** None 93 M93 Yes *" NA ** None 94 M94 Yes ** NA ** None 95 MP1 B Yes None RISA-3D Version 17.0.4[CA...\...\...\...\...\...\...\...\...\...\...\Model Fi1es\163036-VZW MT LO H.r3d] Page 15 Company Tower Engineering Solutions IIIRISi4 Designer Andrew Hong Job Number Project No. 10064099 A NEMETSCHEK COMPANY Model Name 163036-VZW_MT_LO_H June 16, 2021 3:54 PM Checked By:_ MemberAdvanced Data (Continued) I ahPI I RPIPASe .1 RPIPARP I Offsetrinl .I Offcetrinl T/r Only Phvsical r)PfI Rat Analvcis Inactive SPicmir. 96 MP2B Yes None 97 M97 Yes "" NA "* None 98 M98 Yes ** NA ** None 99 M99 Yes "" NA "* None 100 M100 Yes ** NA "* None 101 MP4B Yes None 102 MP3B Yes None 103 M103 Yes ** NA *' None 104 M104 Yes *" NA ** None 105 M105 Yes ** NA ** None 106 M106 Yes *" NA "* None 107 M107 Yes None 108 M108 Yes None 109 M109 Yes ** NA ** None 110 M110 Yes ** NA ** None 111 M111 Yes ** NA ** None 112 M112 Yes ** NA ** None 113 M113 Yes None 114 M114 Yes None Hot Rolled Steel Design Parameters I ahal Chnna I annthrftl I hvvrftl I h77rftl I rmmn tnnrftl 1 rmmn hnfrftl I _tnrnii rCvv 1<77 (`.h Piinrtinn 1 M1 Standoff Arm 3.979 Lbyy Lateral 2 M2 Standoff Arm 6.017 Lbyy Lateral 3 M6 Standoff Arm 3.979 Lbyy Lateral 4 M7 Standoff Arm 6.017 Lbyy Lateral 5 M11 Standoff Arm 1 3.979 Lbyy Lateral 6 M12 Standoff Arm 6.017 Lbyy Lateral 7 M16 Standoff Arm 3.979 Lbyy Lateral 8 M17 Standoff Arm 6.017 Lbyy Lateral 9 M21 Face Horizo.. 12.867 Lbyy Lateral 10 M22 Face Horizo.. 12.867 Lbyy Lateral 11 M23 Face Horizo.. 12.867 Lbyy Lateral 12 M24 Face Horzo.. 12.867 Lbyy Lateral 13 M25 Bracing 4.254 Lbyy Lateral 14 M26 Bracing 4.254 Lbyy Lateral 15 M27 Bracing 4.254 Lbyy Lateral 16 M28 Bracing 4.254 Lbyy Lateral 17 M29 Bracing 4.254 Lbyy Lateral 18 M30 Bracing 4.254 Lbyy Lateral 19 M31 Bracing 4.254 Lbyy Lateral 20 M32 Bracing 4.254 Lbyy Lateral 21 M33 Support Rail 12.578 Lbyy Lateral 22 MP1A Mount Pipes 8 Lb Lateral 23 MP2A Mount Pipes 8 Lb Lateral 24 M40 Support Rail 12.578 Lbyy Lateral 25 M41 Support Rail 12.578 Lbyy Lateral 26 M42 Support Rail 12.578 Lbyy Lateral 27 M47 End Connec... .335 Lbyy Lateral 28 M48 End Connec... .335 Lbyy Lateral RISA-3D Version 17.0.4[CA ... \...\...\...\...\...\...\...\...\...\...\Model Files\163036-VZW MT LO H.r3d] Page 16 Company Tower Engineering Solutions IIIRISi4 Designer Andrew Hong Job Number Project No. 10064099 A NEMETSCHEK COMPANY Model Name 163036-VZW_MT_LO_H Hot Rolled Steel Design Parameters (Continued) June 16, 2021 3:54 PM Checked By:_ Label Shape Lengthrft] Lbyy[ft] Lbzzrft] Lcomp top[ft] Lcomp botrft] L-torqu... Kyy Kzz Cb Function 29 M53 lEnd Connec... .335 Lbyy Lateral 30 M54 End Connec... .335 Lbyy Lateral 31 M59 End Connec... .335 Lbyy Lateral 32 M60 End Connec... .335 Lbyy Lateral 33 M65 End Connec... .335 Lbyy Lateral 34 M66 End Connec... .335 Lbyy Lateral 35 M67 End Connec... .56 Lbyy Lateral 36 M68 End Connec... .56 Lbyy Lateral 37 M69 End Connec... .56 Lbyy Lateral 38 M70 End Connec... .56 Lbyy Lateral 39 M72 Mount Pipes 4.5 Lbyy Lateral 40 MP4A Mount Pipes 8 Lbyy Lateral 41 MP3A Mount Pipes 8 Lbyy Lateral 42 MP1 C Mount Pipes 8 Lbyy Lateral 43 MP2C Mount Pipes 8 Lbyy Lateral 44 MP4C Mount Pipes 8 Lbyy Lateral 45 MP3C Mount Pipes 8 Lbyy Lateral 46 MP1 B Mount Pipes 8 Lbyy Lateral 47 MP2B Mount Pipes 8 Lbyy Lateral 48 MP4B Mount Pipes 8 Lbyy Lateral 49 MP3B Mount Pipes 8 Lbyy Lateral 50 M107 Mount Pipes 8 Lbyy Lateral 51 M108 Mount Pipes 8 Lbyy Lateral 52 M113 Mount Pipes 8 Lbyy Lateral 53 M114 Mount Pipes 8 Lbyy Lateral Cold Formed Steel Design Parameters Label Shape Lengt... Lbyy[ft] Lbzzrft] Lcomp t...Lcomp ... L-torque... Kyy Kzz Cm -...Cm-... Cb R a[ft] y sw..z sw... No Data to Print ... 1 Aluminum Design Parameters Label Shape Len th ft Lb ft Lbzz ft Lcomp to ftLcomp bot ft L-tor u... Kyy Kzz Cb Function No Data to Print ... Joint Loads and Enforced Displacements Joint Label L,D,M Direction Ma nitude Ib,k-ft , in,rad , Ib"sA2... No Data to Print ... Member Area Loads (BLC 39 : Structure D) loint A Joint B Joint C Joint D Direction Distribution Magnituderpsfl 1 N112 N34 N35 N21 Y Two Way -.005 2 N21 N112 N108 N10 Y Two Way -.005 3 N 108 N 107 N46 N 10 Y Two Way -.005 4 N107 N34 N35 N46 Y Two Way -.005 RISA-3D Version 17.0.4[CA ... \...\...\...\...\...\...\...\...\...\...\Model Files\163036-VZW MT LO H.r3d] Page 17 Company Tower Engineering Solutions June 16, 2021 111RI Si4 Designer Andrew Hong hPM Checked Job Number Project No. 10064099 Checked By._ A NEMETSCHEK COMPANY Model Name 163036-VZW_MT_LO_H Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Z Win X Rot. k-ft/rad Y Rot. k-ft/ra Z Rot. k-ft/rad 1 N11 Reaction Reaction Reaction Reaction Reaction Reaction 23 N24 Reaction Reaction Reaction Reaction Reaction Reaction E4 N36 Reaction Reaction Reaction Reaction Reaction Reaction N47 Reaction Reaction Reaction Reaction Reaction Reaction Envelope Joint Reactions . mint X Rhl I C Y nhl 1(, 7 rlhl I t: MY rk-ftl I t. MY rk-ftl 1 t: M7 rk-ftl 1 C: 1 N 11 max 2762.199 9 958.185 8 4619.208 26 .868 2 .293 9 1.001 3 2 min 556.694 57 -336.864 58 819.577 57 -4.519 58 -.771 58 -4.166 57 3 N24 max 4746.825 47 1567.654 42 4824.852 48 -.071 12 .983 8 4.854 41 4 min 733.562 57 -158.367 58 742.828 57 -5.518 58 -1.115 2 -1.178 57 5 N36 max 4759.332 33 1621.471 1 26 2685.927 2 4.49 26 1.168 1 6 4.987 27 6 min 763.524 57 -183.367 57 6632.247 57 -1.618 58 -1.098 12 -1.571 57 7 N47 max 2761.492 11 1005.321 12 2831.733 12 3.292 12 .553 5 .573 5 8 min 644.454 57 -311.933 58 -6511.77 57 -1.85 58 -.771 58 -4.555 57 9 Totals: max 2845.59 10 4105.466 26 3226.293 1 10 min -11704.0... 57 -961.253 58 -11581.6... 57 Envelope RISC 13th(360-05): LRFD Steel Code Checks MamhPr Shane CndP Char:k I ncrftl IC Shp __J ncrftl Dir IC nhi*Pnc__ nhi*Pnt rlhl nhi*Mn v-v_ nhi*Mn 7-7 rk-ftl Ch Fan 1 M30 L3X3X3 .946 0 57 .042 0 38 22075.... 34335 1.283 2.732 1.88 1-12-112 M32 L3X3X3 .882 0 59 .031 0 58 22075.... 34335 1.283 2.713 1.8 1-12-113 M28 L3X3X3 .835 0 58 .032 0 157 58 22075.... 34335 1.283 2.766 2.03 1-12-114 M11 HSS4X4.. .811 0 58 .140 0 58 100218.. 106812 12.662 12.662 1.604H1-..5 M6 HSS4X4.. .739 0 58 .175 0 100218.. 106812 12.662 12.662 1.639 H1-.. 6 M26 L3X3X3 .675 0 57 .026 .443 y 57 22075.... 34335 1.283 2.715 1.809 1-12-1 7 M16 HSS4X4.. .632 0 58 .1211 0 y 2 100218.. 106812 12.662 12.662 1.687 H1-.. 8 M1 HSS4X4.. .577 0 58 .150 0 y 58 100218.. 106812 12.662 12.662 1.793 1-111-.. 9 M27 L3X3X3 .546 0 41 .040 0 y 30 22075.... 34335 1.283 2.78 2.222 1-12-1 10 M29 L3X3X3 .545 0 58 .052 0 58 22075.... 34335 1.283 2.682 1.682 1-12-1 11 M25 L3X3X3 .453 0 58 .028 0 y 44 22075.... 34335 1.283 2.566 1.332 1-12-1 12 M31 L3X3X3 .383 0 57 .020 0 y 11 22075.... 34335 1.283 2.548 1.286 1-12-1 13 MP1A PIPE 2.0 .360 6 57 .088 2 58 14916.... 32130 1.872 1.872 1.136 H1-.. 14 M107 PIPE 2.0 .326 6 58 .040 2 46 14916.... 32130 1.872 1.872 1.46 H1-.. 15 MP4A PIPE 2.0 .325 6 57 .123 2 58 14916.... 32130 1.872 1.872 1.1 16 M12 HSS4X4.. .316 1.379 57 .081 1.379 y 58 92332.... 106812 12.662 12.662 1.691 17 M24 PIPE_3.0 .308 0 57 .1178.176 58 26955.... 67068 5.913 5.913 2.875 H1 18 MP3B PIPE 2.0 .307 6 6 .068 6 2 14916.... 32130 1.872 1.872 1.669 H1-.. 19 MP2A PIPE 2.0 .300 6 2 .058 2 58 14916.... 32130 1.872 1.872 1.689 H1-.. 20 M23 PIPE 3.0 .294 12.867 58 .119 .536 58 26955.... 67068 5.913 5.913 2.906 H1-.. 21 M21 PIPE_3.0 .293 0 58 .1254.289 1 26955.... 67068 5.913 5.913 2.89 H1-.. 22 MP2C PIPE-2.0 .286 6 11 .058 6 3 14916.... 32130 1.872 1.872 1.749 1-111-.. 23 M7 HSS4X4.. .281 1.441 58 .1041.441 y 57 92332.... 106812 12.662 12.662 1.659 H1-.. 24 M113 PIPE 2.0 .281 6 58 .039 2 57 14916.... 32130 1.872 1.872 1.487 1-111-.. 25 MP3A PIPE 2.0 .274 6 57 .082 2 58 14916.... 32130 1.872 1.872 1.089 H1-.. 26 MP4C PIPE 2.0 .272 6 57 .100 2 57 14916.... 32130 1.872 1.872 1.214 H1-.. 27 MP3C PIPE 2.0 .271 6 9 .070 2 57 14916.... 32130 1.872 1.872 1.766 H1-.. 28 M17 HSS4X4.. .259 1.379 57 .0771.379 y 2 92332.... 106812 12.662 12.662 1.667 H1-.. RISA-3D Version 17.0.4[CA ... \...\...\...\...\...\...\...\...\...\...\Model Fi1es\163036-VZW MT LO H.r3d] Page 18 Company Tower Engineering Solutions June 16, 2021 111RI Si4 Designer Andrew Hong hPM Checked Job Number Project No. 10064099 Checked By._ A NEMETSCHEK COMPANY Model Name 163036-VZW_MT_LO_H Envelope RISC 13th(360-05): LRFD Steel Code Checks (Continued) Member Shape Code Check Locrft] LC She ... Loc[ft] Dir LC phi*Pnc... phi*Pnt rib] phi*Mn y-y... phi*Mn z-z rk-ft] Cb Eqn 29 MP2B PIPE 2.0 .248 6 7 .072 6 12 14916.... 32130 1.872 1.872 1.547 30 MP4B PIPE-2.0 .235 6 5 .106 2 58 14916.... 32130 1.872 1.872 1.557 H1-.. 31 MP1C PIPE 2.0 .235 6 34 .094 2 4 14916.... 32130 1.872 1.872 1.592 H1-.. 32 M22 PIPE 3.0 223 12.867 58 .08512.46 57 26955.... 67068 5.913 5.913 2.387 H1-.. 33 M33 PIPE 2.0 .222 8.123 58 .199 .393 57 6217.5371 32130 1.872 1.872 1.572 H1-... 34 M2 HSS4X4.. .219 1.379 57 .081 1.379 y 58 92332.... 106812 12.662 12.662 1.724 35 M41 PIPE 2.0 .214 4.455 58 .197 .393 57 6217.537 32130 1.872 1.872 1.449 H1 36 M114 PIPE 2.0 .208 6 58 .042 2 58 14916.... 32130 1.872 1.872 1.498 37 MP1 B PIPE 2.0 .205 6 3 .099 2 1 14916.... 32130 1.872 1.872 1.671 H1-... 38 M108 PIPE 2.0 .202 6 58 .031 6 43 14916.... 32130 1.872 1.872 1.476 39 M40 PIPE 2.0 .193 8.123 57 .151 .393 57 6217.537 32130 1.872 1.872 1.342 H1-... 40 M42 PIPE2.0 .161 8.123 57 .1 5812.18E 3 6217.537 32130 1.872 1.872 1.451 41 M72 PIPE 2.0 .141 3.984 7 .0263.984 9 25203.... 32130 1.872 1.872 1.534 H1-... 42 M67 PL3/8x8 .128 0 1 .031 0 y 58 68978.... 94500 .738 15.75 1.922 43 M68 PL3/8x8 .124 0 4 .038 .56 y 6 68978.... 94500 .738 15.75 2.145 H1-.. 44 M69 PL3/8x8 .114 0 7 .046 0 58 68978.... 94500 .738 15.75 2.003 H1-.. 45 M70 PL3/8x8 .109 .56 7 .033 0 y 58 68978.... 94500 .738 15.75 2.185 H1 46 M54 PL3/8x8 .024 .335 5 .023 0 y 4 76999.... 94500 .738 15.75 1.29 47 M53 PL3/8x8 .024 .335 3 .023 0 y 4 76999.... 94500 .738 15.75 1.279 48 M60 PL3/8x8 .024 .335 2 .025 0 y 58 76999.... 94500 .738 15.75 1.291 49 M59 PL3/8x8 .022 .335 12 .024 0 y 1 76999.... 94500 .738 15.75 1.361 H1-... 50 M47 PL3/8x8 .021 .335 6 .023 0 y 7 76999.... 94500 .738 15.75 1.355 51 M48 PL3/8x8 .019 .335 8 .025 0 y 58 76999.... 94500 .738 15.75 1.295 52 M66 PL3/8x8 .017 .335 11 .011 0 57 76999.... 94500 .738 15.75 1.127 H1 53 M65 PL3/8x8 .016 .335 7 .009 0 y 57 76999.... 94500 .738 15.67 1.033 1-111-.. Envelope AISI S100-10: ASD Cold Formed Steel Code Checks Member Shape Code Check Loc[ftl LC Shear..Loc ft Dir LC Pn/Om... Tn/Om... Mn /... Mnzz/... Cb CmyyCmzz E n No Data to Print ... Envelope AA ADM1-10: ASD -Budding Aluminum Code Checks Member Shape Code C... Loc ft LC Shear ... Loc ft Dir LC Pnc/0... Pnt/Om... Mn /O... Mnz/O... Vn /O... Vnz/O... Cb E n No Data to Print ... RISA-3D Version 17.0.4[CA ... \...\...\...\...\...\...\...\...\...\...\Model Fi1es\163036-VZW MT LO H.r3d] Page 19 Mount Desktop — Post Modification Inspection (PMI) Report Requirements Documents & Photos Required from Contractor — Passing Mount Analysis Purpose — to provide Tower Engineering Solutions 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 installation was completed in accordance with this Passing Mount Analysis. • Contractor shall relay any data that can impact the performance of the mount, this includes safety issues. Base Requirements: • Any special photos outside of the standard requirements will be indicated on the passing MA • Verification that loading is as communicated in the Passing Mount Analysis. NOTE If loading is different than what is conveyed contact Tower Engineering Solutions 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.IlpmLvzwsmart.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 around level o Overall tower structure before and after installation of the equipment 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 equipment. ■ 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 Mount Structural Analysis Report November 1, 2021 (1) 12.50-Ft Platform w/ Support Rails Site ID: 163036-VZW / WASE LAKE_BALLINGER Page 12 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. 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 outlining the differences. Certifying Individual: Company Name Signature Special Instructions / Validation as required from the MA or any other information the contractor deems necessary to share that was identified: Issue• Mount Structural Analysis Report November 1, 2021 (1) 12.50-Ft Platform w/ Support Rails Site ID: 163036-VZW / WASE LAKE—BALLINGER Page 13 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 Tape Drop Photos of climbing facility and safety climb — If Present a Certifications — Submission of this document including certifications ■ Specific Required Additional Photos Structure: 163036-VZW - WASE LAKE BALLINGER Sector: A 6/15/2021 Structure Type: Monopole Mount Elev: 88.00 Plan View Front View Looking at Structure Ref# Model 10064099 To Structure Al Al R6 Page: 1 Height Width H Dist Pipe Pipe Ant C. Ant Ant (in) (in) Frm L. # Pos V Pos Frm T. H Off Status Validation Al NHH-45A-R2B 48 18 95 2 a Front 42 0 Added R5 4449 15 13.2 95 2 a Behind 48 0 Added Al NHH-45A-R2B 48 18 55 3 a Front 42 0 Added R6 8843 15 13.2 55 3 a Behind 48 0 Added A2 AIR6449 33.1 20.6 144.5 1 a Front 42 0 Added Copyright 2019 by Tower Engineering Solutions, U-C. All Rights Reserved Structure: 163036-VZW - WASE LAKE BALLINGER Sector: B 6/15/2021 Structure Type: Monopole 10064099 Mount Elev: 88.00 Page: 2 0 To Structure Plan View Front View Looking at Structure 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 Copyright 2019 by Tower Engineering Solutions, L-C. All Rights Reserved Structure: 163036-VZW - WASE LAKE BALLINGER Sector: C 6/15/2021 Structure Type: Monopole Mount Elev: 88.00 Plan View Front View Looking at Structure Ref# Model 10064099 To Structure Al Al R6 Page: 3 Height Width H Dist Pipe Pipe Ant C. Ant Ant (in) (in) Frm L. # Pos V Pos Frm T. H Off Status Validation A2 AIR6449 33.1 20.6 144.5 1 a Front 42 0 Added Al NHH-45A-R2B 48 18 95 2 a Front 42 0 Added R5 4449 15 13.2 95 2 a Behind 48 0 Added Al NHH-45A-R2B 48 18 55 3 a Front 42 0 Added R6 8843 15 13.2 55 3 a Behind 48 0 Added Copyright 2019 by Tower Engineering Solutions, U-C. All Rights Reserved Structure: 163036-VZW - WASE LAKE BALLINGER Sector: D 6/15/2021 Structure Type: Monopole Mount Elev: 88.00 Plan View Front View Looking at Structure Ref# Model 10064099 To Structure Al Al R6 Page: 4 Height Width H Dist Pipe Pipe Ant C. Ant Ant (in) (in) Frm L. # Pos V Pos Frm T. H Off Status Validation A2 AIR6449 33.1 20.6 144.5 1 a Front 42 0 Added Al NHH-45A-R2B 48 18 95 2 a Front 42 0 Added R5 4449 15 13.2 95 2 a Behind 48 0 Added Al NHH-45A-R2B 48 18 55 3 a Front 42 0 Added R6 8843 15 13.2 55 3 a Behind 48 0 Added Copyright 2019 by Tower Engineering Solutions, U-C. All Rights Reserved