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OFFICE COPY glIFCENED verizon 3uP2_021 0 6 b 5 0Z1 7337 Sli/ ( 4-et t,- 611 TIGARD Tower Engineering Solutions, LLC BUILDING DIVISION 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 Tower Engineering Solutions Project#: 10035699 January 29, 2021 Site information Site ID: 299828-VZW/METZGER Site Name: METZGER Carrier Name: Verizon Wireless Address: 7337 SW Kable Lane Tigard, Oregon 97224, WASHINGTON County Latitude: 45.410397° Longitude: -122.751839° Structure information Tower Type: 98-Ft Monopole Mount Type: 12.50-Ft Platform w/Support Rail FUZE ID# 16230338 Analysis Results Platform w/Support Rail: 32.0% Pass ***Contractor PMI 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 ,RUCTUR, Report Prepared By: Cesar Rojas R .p P f c N,G , ' H68 OREGON co 0 EL P EXPIRES: 12/31/22 01/29/2021 ►! verizonv 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 Tower Engineering Solutions Project#: 10035699 January 29, 2021 Site Information Site ID: 299828-VZW/METZGER Site Name: METZGER Carrier Name: Verizon Wireless Address: 7337 SW Kable Lane Tigard, Oregon 97224, WASHINGTON County Latitude: 45.410397° Longitude: -122.751839° Structure Information Tower Type: 98-Ft Monopole Mount Type: 12.50-Ft Platform w/Support Rail FUZE ID#16230338 Analysis Results Platform w/Support Rail: 32.0% Pass ***Contractor PMI Requirements: Included at the end of this MA report Available & Submitted via portal at https://pmi.vzwsmart.com Contractor-Please Review Specific Site PM!Requirements Upon Award Requirements also Noted on Mount Modification Drawings Requirements may also be Noted on A & E drawings Report Prepared By: Cesar Rojas Mount Post-Modification Analysis Report January 29, 2021 (1) 12.50-Ft Platform w/Support Rail Site ID: 299828-VZW/METZGER Page 12 Executive Summary: The objective of this report is to summarize the analysis results of the antenna support mount including the proposed modifications at the subject facility for the final wireless telecommunications configuration, per the applicable codes and standards. This analysis is inclusive of the mount structure only, and does not address the structural capacity of the supporting structure. This mounting frame was not analyzed as an anchor attachment point for fall protection. All climbing activities are required to have a fall protection plan completed by a competent person. Sources of Information: Document Type Remarks Radio Frequency Data Sheet(RFDS) Verizon RFDS, dated November 10, 2020 Mount Mapping Report Engineered Tower Solutions, PLLC, dated December 18, 2020 Proposed Mount Modification Tower Engineering Solutions, Project#XXXX, dated January 1, 2019 Analysis Criteria: Codes and Standards: ANSI/TIA-222-H Wind Parameters: Basic Wind Speed (Ultimate 3-sec. Gust), VuLT: 97 mph (3-Sec. Gust) mph 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: Hill Topographic Method: Method 1 Ground Elevation Factor, Ke: 0.989 Seismic Parameters: Ss: 0.856 Si: 0.391 Maintenance Parameters: Wind Speed (3-sec. Gust): 30 mph +0" Radial ice mph Maintenance Live Load, Lv: 250 lbs. Maintenance Live Load, Lm: 500 lbs. Analysis Software: RISA-3D (V17) Mount Post-Modification Analysis Report January 29, 2021 (1) 12.50-Ft Platform w/Support Rail Site ID: 299828-VZW/METZGER Page 13 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) 96.00 100.0 3 TBD nL-Sub6 Antenna Added 96.00 100.0 3 Ericsson 4449 Retained 96.00 100.0 3 Raycap OVP-6 Retained 96.00 100.0 6 COMMSCOPE NHH-45C-R2B Retained 96.00 100.0 3 Ericsson 8843 Retained Any proposed antennas not currently installed should be mounted such that the centerline of the antennas does not exceed 6 inches vertically from the center of the antenna mount(s). 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 and field. 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. 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 monopole 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. Mount Post-Modification Analysis Report January 29, 2021 (1) 12.50-Ft Platform w/Support Rail Site ID: 299828-VZW/ME I ZGER Pagel 4 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 Mount Pipes 32.0% Pass Face Horizontal 20.0% Pass Standoff Arm 32.0% Pass Inner Bracing 23.0% Pass Support Rail 23.0% Pass _ Structure Rating—(Controlling Utilization of all Components) 32.0% 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 PM! Report Deliverables 5. Antenna Placement Diagrams r,. a; t — 1.''''''+'-' ., irp‘.:74.- '..- ''"?,:',,,...40.- ,::: ., # 11 P,'04* ,?-1''S'- : .1..i. i/ .1 : f ''' ' ''''1 '41° ''''''''I tie, , t,, ,m a i W ''4 t v V30 Updated on 831-2020 111 iti }1r Antenna Mount Mapping Form(PATENT PENDING) F"a 7 Tower Owner: Vedzon Mapping Date: 12/1812020N/A �, Site Name: Metzger Tower Type: Monopole 1o,,. 8 „ , , A,e Lrlf,nxs She Number or ID: VZW 299828 Tower Height(Ft.): 98 Mapping Contractor: Engineered Tower Solutions,PLLC Mount Elevation(Ft.): 96 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/ Mount Pipe Size&length Offset Offset'Cl. Sector/ Mount Pipe Size&Length Offset Offset'Cl, yy Position Dim CZ etc, Position Dim n C2,C3,etc.' If "t` r 82.00 6.00 Cl 2.4"O X 96"X 5/32" 82.00 6.00 • \ A2 2.4"0 X 121"X 1/8" 99.00 54.00 C2 2.4"0 X 121"X 1/8" 99.00 54.00 t I A3 2.4"0 X 48"X 1/8" 40.50 76.00 C3 2.4"O X 48"X 1/8" 40.50 76.00 ....--.( ';',',';, 'i ' ` """ / A4 2.4"0 X 121"X 1/8" 99.00 96.00 C4 2.400 121"X 1/8" 99.00 96.00 AS 2.4"0 X 96"X 5/32" 82.00 144.00 CS 2.4"0 X 96"X 5/32" 82.00 144.00 A6 C6 Bl 2.4"0 X 96"X 5/32" 82.00 6.00 Dl B2 2.4"O X 121"X 1/8" 99.00 54.00 D2 .�, ->-----�_^ B3 24"0 X 48"X 1/8" 40.50 76.00 D3 TTT B4 2..44 X 121"X 1/8" 99.00 96.00 D4 S/32" 82.00 144.00 D5 .y. A ; ) .y{ B6 D6 0, 1'.a / 4 I Distance between bottom rail and mount CL elevation(dim d).Unit is inches.See'Mount Elev Ref tab for details.: top support rail to lowest tip of ant./eqpt.of Carrier above.(N/A if>10 ft.): Distance from of bottom i• t t`i , Distance from top of bottom support rail to highest tip of ant./eqpt.of Carrier below.(N/A if>10 ft.): _-,,,� .__�_ _._..-. Please enter additional infomation or comments below. Tower Face Width at Mount Elev.(ft.): I (Tower Leg Size or Pole Shaft Diameter at Mount Elev.(in.): I 16 t N> SECTOR B- , SECTOR C m Enter antenna model.If not labeled,enter"Unknown Coax Antenna Mounting Locations Photos of [Units are inches and degrees] antennas FACE B LEG 9- -LEG C Vertical Horn.Offset Antenna Antenna Models if Width Depth Height ^n''lure / //./ A Size and Center- Distances'bt„bz„ Azimuth Known (in.) (in.) (in.) Qty line(Ft.) bs„btb...."(Inches) behind) (Degrees) Photo Numbers �T C , 4t, SectorA ame i___z we ___um _. ere Ant„ SECTOR A '-LEG A f. Hs, Ant„ sia'-s't i t'aEe^..,i Antic " 'Horizontal Ant„ 8843 B2 B66A 13.10 11.10 14.90 101.833 29.00 8.00 30.00 49-51 Onset"h- Antzb NHH-45C-R2B 18.00 7.00 95.90 100.917 40.00 7.00 30.00 47-48 �- Antic RHSDC-3315-PP-48(0 17.30 10.20 25.60 104.25 9.00 30.00 52-53 J Anti, . i Affixits Ants i !Al Ar.4. r =. 'Antes t Anttx Antic Is Ants ss Ant. r} Ae'.w is Ant* iA SiI 11 '� Ill r. Antra 4449 B5 B13 13.10 10.40 14.90 101.833 29.00 8.00 30.00 56-57 It. 1 i _ , Ant,,, NHH-45C-R2B 18.00 7.00 95.90 100.917 40.00 7.00 30.00 54-55 .«, i _. i Ant,, ,.i ra _i Ant Antsb 1 ■s i. ,...,...■. � .[...,..... `' .,.. ' Ants, Mo.; :A,t Ants ':,MtH. ,U:..,. Ant on ". i Standoff • Ant on ____....................."`}.____..__._....____......'. C4 Standoff Ant on __... ...___._. Tower Antenna Layout(Looking Out From Tower) Anton Tower Y Z X ti ow r, , -41111111) �` / \� pA ' / / it *''''alb. ` '',.,, , : L.:",. ' ' ''''''''''' ' Ct;‘)111: ''''', :14, :471s- r.. r il0H°1' — . ,M, ,, , l'''' ' ' / er 4'3'' Iffr I ''' -- ,',. ...I.; '''/ e A .i,,,,,, ' i 4 b Tower Engineering Solutio...% SK- 4 299828-VZW MT LO H Jan 29, 2021 at 9:54 AM Project No. 10027262 299828-VZW_MT_LO_H_FIX.r3d Page 1 • Y Code Check I (Env) ,f i No Calc ,. >1.0 Z X .90-1.0 .75-.90 50-.75 Ni_ 0.-.50 Z Z C .23 •09 2 N 2 J co r p. .Oc ' -1... 02.c o ON. 2 r O .20 killiar q 1.~7 "ill\ . .4riv . 03 ' o 2 o"' 08 08 0 M .O. 01: ( 00 ..440 a t C 20 0 'lliIllIllirjillIlliW 03 i Member Code Checks Displayed(Enveloped) Results for LC 1, 1.2D+1.0Wo(0 Deg) Tower Engineering Solutio... SK- 5 299828-VZW_MT_LO_H Jan 29, 2021 at 9:54 AM Project No. 10027262 299828-VZW_MT_LO_H_FIX.r3d Page 2 Shear Check Y (Env) �� Calc 1.0 Z ,• ' >X .90-1.0 .75-.90 .50-.75 0.-.50 Z 1,-... C 12 •0 7 1,-.. . . - o lir o 09 "lI tip 10 - Ca.►I', co. ✓ 111 V p1 O• 4 •OO •, . C 0 cb •°o C• . •09 o -40/W • '1411011 • tk 01 :%%.%....f Member Shear Checks Displayed(Enveloped) Results for LC 1, 1.2D+1.0Wo(0 Deg) Tower Engineering Solutio... SK-6 299828-VZW MT_LO_H Jan 29, 2021 at 9:54 AM Project No. 10027262 299828-VZW_MT Lo_H_FIx.r3d Page 3 l ii Company : Tower Engineering Solutions, LLC Jan 29, 2021 r IRISA JJ b'Number Project No. 10027262 Checked By ;=ra=mW` Er -i/ Model Name : 299828-VZW_MT_LO_H Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distribut..Area(M... Surface... 1 Antenna D None 81 2 Antenna Di None 81 3 Antenna Wo (0 Deg) None _ 81 4 Antenna Wo(30 Deg) None 81 5 Antenna Wo (60 Deg) None 81 6 Antenna Wo(90 Deg) None 81 7 Antenna Wo (120 Deq) _ None 81 8 Antenna Wo(150 Deg) None 81 9 Antenna Wo (180 Deg) None 81 10 Antenna Wo (210 Deq) None_._ 81 I 11 Antenna Wo (240 Deg) None 81 12 Antenna Wo (270 Deq) None 81 13 Antenna Wo (300 Deg) None 81 14 Antenna Wo(330 Deq) None 81 15 Antenna Wi (0 Deg) None 81 16 Antenna Wi (30 Deg) None 81 17 Antenna Wi (60 Deg) None 81 18 Antenna WiJ90 Deg) None 81 19 Antenna Wi (120 Deg) None 81 20 Antenna Wi (150 Deg) None 81 21 Antenna Wi (180 Deq) None 81 22 Antenna Wi (210 Deql_ None 81 23 Antenna Wi (240 Deg) None _ 81 24 Antenna Wi (270 Deg) None 81 25 ' Antenna Wi (300 Deg) None 81 26 Antenna Wi (330 Deg) None 81 27 Antenna Wm (0 Deg) None 81 28 Antenna Wm (30 Deg) None 81 29 Antenna Wm (60 Deg) None 81 30 Antenna Wm (90 Deq) None 81 31 Antenna Wm (120 Deg) None 81 32 Antenna Wm (150 Deg) None 81 33 Antenna Wm (180 Deg) None 81 34 Antenna Wm (210 Deg) None 81 35 Antenna Wm (240 Deg) None 81 36 Antenna Wm (270 Deg) None 81 37 Antenna Wm (300 Deg) None 81 38 Antenna Wm (330 Deg) None 81 39 Structure D None -1 5 40 Structure Di None 39 3 41 Structure Wo (0 Deg) None 78 42 Structure Wo (30 Deg) None 78 43 Structure Wo (60 Deq) I None 78 44 Structure Wo (90 Deg) None 78 45 Structure Wo (120 Deq) None 78 46 Structure Wo (150 Deg) None 78 47 Structure Wo (180 Deg) None 78 48 Structure Wo (210 Deg) None j j 78 RISA-3D Version 17.0.4 [C:\...\...\...\...\299828-VZW_MT LO H_FIXr3d] Page 4 Company : Tower Engineering Solutions, LLC Jan 29, 2021 Designer 5AM C Job Number • Project No.10027262 Checkecke dIIRISAd By Model Name : 299828-VZW_MT_LO_H Basic Load Cases (Continued) BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distribut..Area(M... Surface... 49 Structure Wo_f_240 Deg) None 78 50 Structure Wo (270 Deg) None 78 51 Structure Wo (300 Deg) None 78 52 Structure Wo (330 Deg) None , 78 53 Structure Wi (0 Deg) None 78 54 Structure Wi (30 Deg) None 78 55 Structure Wi (60 Deg) None 78 56 Structure Wi (90 Deg) None 78 57 Structure Wi (120 Deg) _ None 1 78 58 ` Structure Wi (150 Deg) None 78 59 Structure Wi (180 Deq) None 78 60 Structure Wi (210 Deg) None 78 61 Structure Wi (240 Deq) None 78 62 Structure Wi (270 Deg) None 78 63 Structure Wi (300 Deg) None 78 64 Structure Wi {330 Deg) None 78 65 Structure Wm (0 Deg) None 78 66 Structure Wm (30 Deq) None 78 67 Structure Wm (60 Deg) None I 78 68 Structure Wm (90 Deg) None 78 69 Structure Wm (120 Deq) None 78 70 Structure Wm (150 Deg None 78 0 71 Structure Wm (180 Deg) None 78 72 _ Structure Wm (210 Deg) None 78 73 Structure Wm (240 Deg) None 78 74 Structure Wm (270 Deg) None 78 75 Structure Wm (300 Deg) None 78 76 Structure Wm (330 Deg) None 78 77 Lm1 None 1 78 Lm2 None 1 79 Lv1 None 1 80 Lv2 None 1 81 BLC 39 Transient Area Loads None 45 82 BLC 40 Transient Area Loads None 45 Load Combinations Description So..P... S...BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac... 1 1.2D+1.0Wo(0 Deg) Yes Y 1 1.2 39 1.2 3 1 141 1 2 1.2D+1.0Wo(30 Deg)Yes Y 1 12 39 1.2 4 1 42 1 3 1.2D+1.0Wo(60 Deg),Yes Y 1 1.2 39 1.2 5 1 43 1 4 12D+1:0Wo(90 Deg)Yes Y 1 1.2 '39 1.2 6 1 44 1 5 1.2D+1.0Wo(120 D...Yes Y 1 1.2 39 1.2 7 1 45 1 6 1.2D+1.0Wo(150 D...Yes Y 1 1.2 39 1.2 8 1 146 1 7 1.2D+1.0Wo(180 D...Yes Y 1 1.2 39 1.2 9 1 47 1 8 1.2D+1.0Wo(210 D...Yes Y 1 ` 1.2, 391.2 10 1 48 1 9 1.2D+1.0Wo(240 D...Yes, Y 1 1.2 39 1.2 11 1 49 1 10 1.2D+1.0Wo(270 D._.Yes1 Y 1 1.2 39 1.2 12 1 50 1 11 1.2D+1.0Wo(300 D...Yes Y 1 1.2 39 1.2 13 1 51 1 12 1.2D+1.0Wo(330 D...Yes Y 1 1.2 391.2 14 1 52 1 13 ;1.2D+ 1.0Di+1.0W..Yes Y 1 1.2 391.2 2 1 4011 151 53 1 I RISA-3D Version 17.0.4 [C:\...\...\...\...\299828-VZW_MT_LO_H_FIX.r3d] Page 5 Company : Tower Engineering Solutions, LLC Jan 29, 2021 'IRIS Designer : 9:55AM Job Number Project No.10027262 Checked By Model Name : 299828-VZW_MT_LO_H Load Combinations (Continued) Description So..P... S... BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac... 14 11-2D+ 1.0Di+1.0W..Yes Y 1 :1.2 39 1.2 2 1 40 1 16 1 54 1 15 1.2D+ 1.0Di+1.OW..Yes Y 1 1.2 39 1.2 2 1 40 1 17 1 55 1 16 1.2D+1.0Di+1.OW..Yes Y 1 1.2 39 1.2 2 1 40 1 18 1 56 1 17 1.2D+ 1.0Di+1.0W..Yes Y 1 1.2 39 1.2 2 1 40 1 19 1 57 1 18 1.2D+ 1.0Di+1.0W..Yes y 1 1.2 39 1.2 2 1 40 1 20 1 58 1 19 1.2D+ 1.0Di+1.OW..Yes Y 1 1.2 39 1.2 2 1 40 1 21 1 59 1 20 1.2D+ 1.0Di+1.0W..Yes y 1 1.2 39 1.2 2 1 40 1 22 1 60' 1 21 1.2D+ 1.0Di+1.0W..,Yes Y 1 1.2 39 1.2 2 1 40 1 23 1 61 1 22 1.2D+ 1.0Di+1.0W..Yes Y 1 1.2 39 1.2 2 1 40 1 24 1 62 1 23 1.2D+ 1.0Di+1.0W..Yes Y 1 1.2 39 1.2 2 1 40 1 25 1 63 1 24 1.2D+1.0Di+1.OW..Yes y 1 ' 1.2 39 1.2 2 1 40 1 26 1 64 1 25 1.2D+ 1.5Lm1 +1.0..Yes Y 1 1.2 39 1.2 77 1.5 27 1 65 1 26 1.2D+ 1.5Lm1 +1.0..Yes Y 1 1.2 3911.2 77 1.5 28 1 66 1 27 1.2D+ 1.5Lm1 +1.0..Yes Y 1 1.2 39 1.2 77,1.5 29 1 67 1 28J1.2D+ 1.5Lm1 +1.0..Yes Y 1 1.2 3971.2 '7711.5 30 1 68 1 29 11.2D+ 1.5Lm1 +1.0..Yes Y 1 1.2 39 1.2 ,771 1.5 31 1 69 1 30 11.2D+ 1.5Lm1 +1.0..Yes Y 1 1.2 39 1.2 77 1.5 32 1 70 1 31 1.2D+ 1.5Lm1 +1.0..Yes Y 1 1.2 39 1.2 77 1.5 33 1 71 1 32 1.2D+1.5Lm1 +1.0..Yes Y 1 1.2 39 1.2 77 1.5 34 1 `72 1 33 1.2D+ 1.5Lm1 +1.0..Yes Y 1 1.2 39 1.2 77 1.5 35 1 73 1 34 1.2D+ 1.5Lm1 +1.0..Yes Y 1 1.2 39 1.2 77 1.5 36 1 74 1 35 1.2D+ 1.5Lm1 +1.0..Yes Y ^1 1.2 39 1.2 77 1.5 37 1 75 1 36 1.2D+ 1.5Lm1 +1.0..Yes Y 1 1.2 39 1.2 77 1.5 38 1 76 1 37 1.2D+ 1.5Lm2 +1.0..Yes Y 1 1.2 39 1.2 78 1.5 27 1 65 1 38 1.2D+1.5Lm2+1.0..Yes Y 1 1.2 39 1.2 78 1.5 28 1 66 1 39 1.2D+ 1.5Lm2 +1.0..Yes Y 1 1.2 39 1.2 78 1.5 29 1 67 1 40 1.2D+1.5Lm2+1.0..Yes Y 1 1.2 39 1.2 78 1.5 30 1 68 1 41 1.2D+ 1.5Lm2+1.0..Yes Y 1 1.2 39 1.2 78 1.5 31 1 69 1 42 1.2D+ 1.5Lm2 +1.0..Yes Y 1 1.2 39 1.2 78 1.5 32 1 70 1 43 1.2D+ 1.5Lm2 +1.0..Yes Y 1 1.2 39 1.2 78 1.5 33 1 71 1 44 1.2D+ 1.5Lm2+1.0..Yes Y 1~1.2 39 1.2 78 1.5 34 1 72 1 45 1.2D+ 1.5Lm2+1.0..Yes Y 1 1.2 39 1.2 78 1.5 35 1 73 1 46 1.2D+1.5Lm2+1.0..Yes Y 1 1.2 39 1.2 78 1.5 36 1 74 1 47 1.2D+ 1.5Lm2+1.0..Yes Y 1 1.2 39 1.2 78 1.5 37 1 75 1 48 1.2D+1.5Lm2+1.0..Yes Y 1 1.2 39 1.2 78 1.5 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+ 1.0E.. Y 1 1.2 39.1.2 ISX' SY 1 SZ -1 11112D , +1.0Ev+ 1.OE.. Y1 1.2 39'1.2 USX .5 SY 1 SZ-.866 1.2D+ 1.0Ev+ 1.OE... Y 1 1.2 39 1.2 SX .866 SY 1 SZ -.5 56 1.2D+ 1.0Ev+ 1.0E.. Y 1 1.2 39 1.2 SX 1 SY 1 SZ 57 1.2D+ 1.0Ev+ 1.0E... Y 1 1.2 39 1.2 SX .866 SY 1 SZ .5 58 1-20+1.0Ev+1.0E.. Y 1 1.2 39 1.2 SX .5 SY 1 SZ .866 59 1.2D+ 1.0Ev+ 1.0E... Y 1 1.2 39 1.2 SX SY 1 SZ 1 60 1.2D+ 1.0Ev+ 1.0E.. Y 1 1.2 39 1.2 SX -.5 SY 1 SZ .866 61 1.2D+ 1.0Ev+ 1.0E. Y 1 1.2 39 1.2 SX-.866 SY 1 'SZ .5 62 1.2D+ 1.0Ev+ 1.0E.. Y 1 1.2 39 1.2 SX -1 SY 1 SZ 63 1.2D+ 1.0Ev+ 1.0E.. Y 1 1.2 39 1.2 SX-.866 SY 1 SZ -.5 64 ;1.2D+ 1.0Ev+1.OE.. Y 1 1.2 39 1.2 SX -.5 SY 1 SZ-.866 RISA-3D Version 17.0.4 [C:\...\...\...\...\299828-VZW_MT_LO_H_FIX r3d] Page 6 IIIIRISA Company Tower Engineering Solutions, LLC Jan 29, 2021 Designer 5AM C Job Number Project No.10027262 Checkecke d By mr,. Model Name : 299828-VZW_MT_LO_H Joint Coordinates and Temperatures Label X[ft] Y[ft] _Zit!' Temp[F] Detach From Diap... 1 N 1 1.170635 0 0.675867 0 2 N2 6.666667 _ 0 3.415989 0 3 N3 0.375 0 -7.481497 _ 0 4 N4 0.375 0 7.481497 0 5 N5 -6.666667 0 3.415989 0 6 N6 -.6.291667 0 4.065508 0 7 N7 6.291667 0 4.065508 0 8 N8 4.201667 0 2.425833 0 9 N9 5.148333 0 0.786159 0 10 N 10 4.522872 0 _._-- 0.297171 0 11 N 11 2.004078 0 4.065508 0 12 N12 3.255 0 4.065508 0 13 N13 -6.25 4.000006 3.935508 0 14 N14 6.25 4.000006 3.935508 0 15 N15 4.794592 0 4.065508 0 16 N16 5.91667 0 2.116957 0 17 N17 -1.125167 0 -6.18217 0 18 N18 4.791333 0 ` 4.065508 0 19 N19 3.263475 0 1.884168 0 20 N20 2.749998 0 3.367879 0 21 N21 -1.893333 0 -4.851667 0 22 N22 2.518794 0 3.768337 0 23 N23 2.518794 0 -3.768337 0 24 N24 1.893333 0 4.851667 0 25 N25 -0. 0 -5.601733 0 26 , N26 1.123537; 0 6.184993 0 27 N27 -3.255 0 4.065508 0 28 N28 2.004078 0 4.065508 _ 0 29 N29 -4.522872 0 -0.297171 0 30 N30 -5.148333 0 0.786159 0 31 N31 -5.918129 0 2.119485 _ _0 32 N32 -0. 0 -3.768337 0 33 N33 -0. 0 -4.851667 0 34 N34 -3.263475 0 1.884168 0 35 N35 _ -4.201667 0 __ 2.425833 0 36 N36 -0. 0 1.351733 0 37 N37 -1.170635 0 0.675867 0 38 N38 -0.25 0 -7.698004 0 39 N39 -6.791667 0 3.632495 0 40 N40 -6.541667 0 4.065508 0 41 N41 6.541667 0 4.065508 0 42 N42 6.791667 0 3.632495 0 43 N43 0.25 0 -7.698004 0 44 N44 -4.851243 0 2.800866 0 45 N45 4.851243 0 2.800866 0 46 N46 5.79167 0 4.065508 0 47 N47 5.79167 6.833332 4.185508 0 48 N48 5.79167 -1.169828 4.185508 0 49 N49 1.791667 0 _ 4.065508 0 50 N50 1.791667 8.25 4.185508 0 51 N51 1.791667 -1.832952 4.185508 0 RISA-3D Version 17.0.4 [C:\...\...\...\...\299828-VZW_MT_LO_H_FIXr3d] Page 7 Company : Tower Engineering Solutions, LLC Jan 29, 2021 I Designer 9:55 AM IRISA Job Number : Project No.10027262 Checked By Model Name : 299828-VZW MT LO H Joint Coordinates and Temperatures (Continued) Label X [ftj Y[ft] Z[ft] TembJFL Detach From Diap 52 N52 1.708333 0 4.065508 0 53 N53 -1.708333 8.25 4.185508 0 54 N54 -1.708333 -1.832952 4.185508 0 55 N55 -5.708333 0 4.065508 0 56 N56 -5.708333 6.833332 4.185508 0 57 N57 -5.708333 -1.169828 4.185508 0 58 N58 5.79167 4.000006 3.935508 0 59 N59 1.791667 4.000006 3.935508 0 60 N60 -1.708333 4.000006 3.935508 _ 0 61 N61 -5.708333 4.000006 3.935508 0 62 N62 0.728921 6.833332 -7.108487 0 63 N63 0.728921 -1.169828 -7.108487 0 64 N64 2.728923 8.25 -3.644383 0 65 N65 2.728923 -1.832952 -3.644383 0 66 N66 4.478923 . 8.25 -0.613294 0 67 N67 4.478923 -1.832952 -0.613294 0 68 N68 6.478923 6.833332 2.850808- 0 69 N69 6.478923 -1.169828 2.850808 0 70 N70 -6.520591 6.833332 2.922979 0 71 _ N71 -6.520591 -1.169828 - 2.922979 0 72 N72 -4.52059 8.25 -0.541125 0 73 N73 -4.52059 -1.832952 -0.541125 0 74 N74 2.77059 8.25 -3.572214 0 75 _ N75 -2.77059 -1.832952 -3.572214 0 76 N76 -0.77059 6.833332 -7.036316 0 77 N77 -0.77059 -1.169828 -7.036316 0 78 N78 0.624998 0 -7.048487 0 79 N79 2.625 0 -3.584383 0 80 N80 4.375 0 -0.553294 0 81 N81 6.375 0 2.910808 0 -82 N82 -6.416668 0 2.982979 0 83 N83 -4.416667 0 _ -0.481125 0 84 N84 -2.666667 0 -3.512214 0 85 N85 -0.666667 0 -6.976316 0 86 - N86 5.79167 0 _ 4.185508 0 87 N87 1.791667 0 4.185508 0 88 N88 -1.708333 0 4.185508 0 89 N89 -5.708333 0 4.185508 0 90 N90 5.79167 4.000006 4.185508 0 91 N91 1.791667 4.000006 4.185508 0 92 N92 -1.708333 4.000006 4.185508 0 93 N93 -5.708333 4.000006 4.185508 0 94 N94 0.728921 0 -7.108487 0 _ 95 N95 2.728923 0 -3.644383 0 96 N96 4.478923 0 -0.613294 0 97 N97 6.478923 0 2.850808 0 98 N98 -6.520591 0 2.922979 0 99 N99 -4.52059 0 -0.541125 0 100 N100 -2.77059 0 -3.572214 0 101 N 101 -0.77059 0 -7.036316 0 102 N102 4.25 4000006 3.935508 0 103 N103 -4.25 4.000006 3.935508 0 , RISA-3D Version 17.0.4 [C:\...\...\...\...\299828-VZW_MT_LO_H_FIX.r3d] Page 8 Tower Engineering Solutions, LLC Jan 29, 2021 ICompanyIR Designer 9:55AM Job Number Project No. 10027262 Checked By , Model Name 299828-VZW_MT_LO_H Joint Coordinates and Temperatures (Continued) Label X [ft] Y[ft] Z[ft] Temp,[9 Detach From Diap... 104 N104 6.53325 4.000006 3.444905 0 105 N105 0.28325 4.000006 -7.380413 0 106 N106 1.28325 4.000006 -5.648362 0 107 N107 5.53325 4.000006 1.712854 0 108 N108 -0.28325 4.000006 -7.380413 0 109 N109 -6.53325 4.000006 3.444905 0 110 N110 j -5.53325 4.000006 1.712854 0 111 N 111 -1.28325 4.000006 -5.648362 0 112"I N112 -0. 0 -2.851733 0 113 I N113 2.897884 4.000006 -2.851733 0 114 N114 -2.897884 4.000006 -2.851733 0 115 N115 2.477884 4.000006 -2.851733 0 116 N116 -2.477884 4.000006 -2.851733 0 117 j N117 -0. .25 -2.851733 0 118 N118 0.16 .25 -2.851733 0 119 N119 -0.16 .25 -2.851733 0 120 N120 -2.469674 0 1.425867 0 121 N121 -3.918615 4.000006 -1.083775 0 122 N122 -1.020731 4.000006 3.935508 0 123 N123 -3.708615 4.000006 -0.720044 0 124 N124 1.230731 4.000006 3.571777 0 125 N125 -2.469674 .25 1.425867 0 126 N126 -2.549674 .25 1.287303 0 127 N127 -2.389674 .25 1.564431 0 128 N128 2.469674 0 1.425867 0 129 N129 1.020731 4.000006 3.935508 0 130 N130 3.918615 4.000006 -1.083775 0 131 N131 1.230731 4.000006 3.571777 0 132 N132 3.708615 4.000006 -0.720044 0 133 N133 2.469674 .25 1.425867 0 134 N134 2.389674 .25 1.564431 0 135 N135 2.549674 .25 1.287303 0 136 N136 -0. -3 -1.351733 0 137. N137 -0. 0 _ -4.268337 0 138 N138 -1.170635 -3 0.675867 0 139 N139 -3.696488 0 2.134168 0 140 N140 1.170635 -3 0.675867 0 141 N141 3.696488 0 2.134168 0 142 N142 0.512415 4.000006 -6.983487 0 143 N143 2.512417 4.000006 -3.519383 0 144 N144 4.262417 4.000006 -0.488294 0 145 N145 6.262417 4.000006 2.975808 0 146 N146 0.728921 4.000006 -7.108487 0 147 N147 2.728923 4.000006 -3.644383 0 148 N148 4.478923 4.000006 -0.613294 0 149 N149 6.478923 4.000006 _ 2.850808 0 150 N150 -6.304085 4.000006 3.047979 0 151 N151 -4.304083 1 4.000006 -0.416125 0 152 N152 -2.554083 j 4.000006 -3.447214 0 153 N153 -0.554083 4.000006 -6.911316 0 154 N154 -6.520591 4.000006 2.922979 0 155 N155 -4.52059 4.000006 -0.541125 0 I RISA-3D Version 17.0.4 [C:\...\...\...\...\299828-VZW_MT_LO_H_FIXr3d] Page 9 i . . IIIRISA Company : Tower Engineering Solutions, LLC Jan 29, 2021 Designe r 9:55AM Job Number Project No.10027262 Checked By a r,, Model Name : 299828-VZW_MT_LO_H Joint Coordinates and Temperatures (Continued) Label X Ifil Y[ft] Z[ft] Temp[F] Detach From Diap... 156 N156 -2.77059 4.000006 -3.572214 0 157 N157 -0.77059 4.000006 ' -7.036316 0 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rul... A[n2] lyy[in4] Izz[in4] J[in4] 1 Standoff Arms HSS6X3X6 Beam Tube A500 Gr.B Rect Typical 5.48 7.48 22.7 19.3 2 Mount Pipes PIPE 2.0 Beam Pipe A53 Gr.B Typical 1.02 .627 .627 1.25 3 Corner Plates PL3/16x3.5 Beam RECT A36 Gr.36 Typical .656 .002 .67 .007 4 New Support Rails PIPE 2.5 Beam Pipe A53 Gr.B Typical 1.61 1.45 1.45 2.89 5 New End Connectio... L3X3X4 Beam Single Angle A36 Gr.36 Typical 1.44 1.23 1.23 .031 6 New Plan Bracings L3X3X4 Beam Single Angle A36 Gr.36 Typical 1.44 1.23 1.23 .031 7 New Custom Diagon...L2.5x2.5x4 Beam Single Angle A36 Gr.36 Typical 1.19 .692 .692 .026 8 New Kickers LL3x3x3xo Beam Double An... A36 Gr.36 Typical 2.18 3.35 1.9 .027 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rules A[in 2] lyy[in4] lzz[in4] J[in4] 1 Face Horizo... 4.5CU3X188 Beam _ CU A570 Gr.33 Typical 1.834 1.697 4.767 .024 2 Inner Bracings 4ZU3X188 Beam CU A570 Gr.33 Typical 1.834 3.253 4.767 .024 Aluminum Section Sets Label Shape Type Design List Material Design Rules A[in2] lyy[in4] Izz[in4] J[in4] 1 AL1A IAACS14X13.9 Beam AA Channel 3003-H14 Typical 11.8 44.7 401 1.19 Hot Rolled Steel Design Parameters Label Shape Length[ft] Lbyy[ft] Lbzz[ft] Lcomp top[ft]Lcomp bot[ftLL-torqu... Kyy Kzz Cb Function 1 M7 New Suppor... 12.5 5.8 5.8 Lbyy Gravity 2 M34 Standoff Ar... 4.25 Lbyy Lateral 3 M35 Corner Plates .25 Lbyy Lateral 4 M36 Corner Plates .5 Lbyy Lateral 5 M37 Corner Plates .25 Lbyy Lateral _6 M38 Corner Plates .25 Lbyy Lateral 7 M39 Corner Plates .5 Lbyy Lateral 8 M40 Corner Plates .25 Lbyy Lateral 9 M41 Corner Plates .25 Lbyy Lateral 10 M42 Corner Plates 5 Lbyy Lateral 11 M43 corner Plates .25 Lbyy Lateral 12 M44 Standoff Ar.J 4.25 Lbyy Lateral 13 M45 !Standoff Ar.. 4.25 Lbyy Lateral 14 MP1 A Mount Pipes 8.003 Lbyy Lateral 15 _ MP2A I Mount Pipes 10.083 Lbyy Lateral 16 MP4A Mount Pipes 10.083 Lbyy Lateral 17 MP5A Mount Pipes 8.003 Lbyy Lateral 18 MP1C Mount Pipes 8.003 Lbyy Lateral 19 , MP2C Mount Pipes 10.083 Lbyy i Lateral 20 t MP4C Mount Pipes 10.083 Lbyy Lateral j_21 i MPSC j Mount Pipes 8.003 Lbyy Lateral RISA-3D Version 17.0.4 [C:\...\...\...\...\299828-VZW_MT_LO_H_FIXr3d] Page 10 Company : Tower Engineering Solutions, LLC Jan 29, 2021 IRISADesignerNumber Project No.10027262 Checked By. Model Name : 299828-VZW_MT_LO_H Hot Rolled Steel Design Parameters (Continued) Label Shape Length[ftl Lbyy[ft] Lbzz[ft] Lcomp top[ft] Lcomp bot[ft]L-torqu... Kyy Kzz Cb Function 22 MP1B Mount Pipes 8.003 Lbyy Lateral 23 MP2B Mount Pipes 10.083 Lbyy Lateral 24 MP4B Mount Pipes 10.083 Lbyy Lateral _25 MP5B Mount Pipes 8.003 Lbyy I Lateral 26 M60A New Suppor... 12.5 5.8 5.8 L12yy Gravity 27 M61 New Suppor... 12.5 5.8 5.8 Lbyy Gravity 28 M62A New End C... 2.566 Lbyy Lateral 29 M63 New End C... 2.566 Lbyy Lateral 30 M64A New End C... 2.566 Lbyy Lateral 31 M65 New Plan B... 5.796 Lbyy Lateral 32 M68A New Custo... 4.409 Lbyy Lateral 33 M69 New Custo... 4.409 Lbyy Lateral 34 M70A New Plan B... 5.796 Lbyy Lateral 35 M73 New Custo... 4.409 Lbyy Lateral 36 M74A New Custo... 4.409 Lbyy Lateral 37 M75 New Plan B... 5.796 Lbyy Lateral 38 M78 New Custo... 4.409 Lbyy Lateral 39 M79 New Custo... 4.409 Lbyy Lateral 40 M80 New Kickers 4.184 Lbyy Lateral 41 M81 New Kickers 4.184 Lbyy Lateral 42 M82 New Kickers 4.184 Lbyy_ Lateral Cold Formed Steel Design Parameters Label Shape Lenqt... Lbyy[ft] Lbzz[ft] Lcomp t...Lcomp ... L-torque... Kyy Kzz Cm-...Cm-... Cb R a[ft] y sw..z sw... 1 M4 Inner Br.. 5.038 Lbyy 2 M14 Inner Br...3.787 Lbyy 3 M15 Inner Br.. 2.249 Lbyy 4 M19 'Face Ho..12.583 Lbyy 5 M20 Face Ho...12.583 Lbyy 6 M21 Face Ho..12.583 Lbyy 7 M22 Inner Br...5.038 Lbyy 8 M23 Inner Br...3,787 Lbyy 9 M24 Inner Br...2.249 Lbyy 10 M25 Inner Br...5.038 Lbyy 11 M26 Inner Br.. 3.787 Lbyy 12 M27 Inner Br..2.249 Lbyy Aluminum Design Parameters Label Shape Length[ft] Lbyy[ft] Lbzz[ft] Lcomp top[ft]Lcomp bot[ft]L-torqu... Kyy Kzz Cb Function No Data to Print ... Cold Formed Steel Properties Label E[ksi] G[ksi] Nu Therm(/1E5 F) Density[k/ft^3] Yield[ksi] Fu[ksi] 1 A570 Gr.33 29500 11346 .3 .65 .49 33 52 2 A607 C 1 G r.55 I 29500 11346 .3 .65 .49 55 70 RISA-3D Version 17.0.4 [C:\...\..\...\...\299828-VZW_MT_LO_H_FIXr3d] Page 11 . . iIRISA Company : Tower Engineering Solutions, LLC Jan 29, 2021 I Designer 9:55AM Job Number Project No.10027262 Checked By. , ,,,, ,„,,,, Model Name : 299828-VZW_MT_LO_H Wood Material Properties Label Type Database Species Grade Cm Emod Nu Therm(/...Dens[k/ft^3] 1 DF Solid Sawn Visually Gr.. Douglas Fir-Larch No.1 1 .3 .3 .035 2 SP Solid Sawn VisuallyGr.. Southern Pine No.1 1 .3 .3 .035 3 HF Solid Sawn VisuallyGr.. Hem-Fir No.1 1 .3 .3 .035 4 SPF Solid Sawn VisuallyGr.. Spruce-Pine-fir No.1 1 .3 .3 .035 5 24F-1.8E DF B... Glulam NDS Table...24F-1.8E_DF_BAL na 1 .3 .3 .035 6 24F-1-8E DF U... Glulam NDS Table..24F-1 8E_DF_UNB... na 1 .3 I .3 .035 7 124F-1.8E SP B... Glulam NDS Table.. 24F-1.8E_SP_BAL na 1 .3 .3 .035 8 24F-1.8E SPU..i. Glulam NDS Table..24F-1.8E_SP_UNB... na 1 .3 .3 .035 Concrete Properties Label E[ksi] G[ksi] Nu Therm(/1E..Density[k/ft... fc[ksi] Lambda Flex Steel[... Shear Stee... 1 Conc3000NW 3156 1372 .15 .6 .145 3 1 60 60 2 Conc3500NW 3409 1482 .15 .6 .145 _ 3.5 1 60 60 3 Conc4000NW 3644 1584 .15 .6 .145 4 1 60 60 4 Conc3000LW 2085 907 _ .15 .6 .11 3 .75 60 60 5 Conc3500LW 2252 979 1 .15 .6 .11 3.5 .75 60 60 6 Conc4000LW 2408 1047 .15 .6 .11 4 .75 60 60 Masonry Properties Label E [ksi] G[ksi] Nu Therm(/1E5..Self Weight[... fm[ksi] Flex Steel[ksi]Shear Steel[... 1 Concrete Matl 1350 540 .25 .6 Custom 1.5 60 60 2 Clay Matl 1050 420 .25 .6 Custom 1.5 60 60 3 Gen Masonry 1050 420 .25 .6 .08 1.5 60 60 Aluminum Properties Label E[ksi] G[ksi] Nu Therm(...Density[...Table B.4 kt Ftu[ksi] Fty[ksi] Fcy[ksi] Fsu[ksi] Ct 1 3003-H14 10100 3787.5 .33 1.3 .173 Table B... 1 19 16 13 12 141 2 6061-T6 10100 3787.5 .33 1.3 .173 Table B.... 1 38 35 35 24 141 3 6063-T5 10100 3787.5 .33 1.3 .173 Table B... 1 22 16 16 13 141 4 6063-T6 10100 3787.5 .33 1.3 .173 Table B... 1 30 25 25 19 141 5 5052-H34 10200 3787.5 .33 1.3 .173 Table B... 1 34 26 24 20 141 6 6061-T6 W 10100 3787.5 .33 1.3 .173 Table B..., 1 24 15 15 15 141 Joint Loads and Enforced Displacements Joint Label L,D,M Direction Magnitude[(Ib,k-ft), (in,rad),(Ib`s^2... No Data to Print ... Member Area Loads (BLC 39 :Structure D) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N17 N26 N23 N22 Y Two Wad -.005 1 2 N18 N31 N29 N28 Y Two Way -.005 3 I N16 N15 N11 N10 Y Two Way -.005 4 j N18 N31 N29 N28 Y Two Way -.005 RISA-3D Version 17.0.4 [C:\...\...\...\...\299828-VZW_MT_LO_H_FIXr3d] Page 12 Company : Tower Engineering Solutions, LLC Jan 29. 2021 I RISA Designer C55 AM ke Job Number Project No.10027262 Checked By , ._ xa, Model Name : 299828-VZW_MT_LO_H Member Area Loads (BLC 39 : Structure D) (Continued) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 5 N16 N15 N11 N10 Y , Two Way -.005 Member Area Loads (BLC 40 :Structure Di) Joint A Joint B Joint C_ Joint D Direction Distribution Magnitude[ksf] 1 1 N17 N26 N23 N22 Y Two Way -.015 2 ' N18 N31 N29 N28 Y Two Way -015 3 N16 N15 N11 N10 Y Two Way -.015 Joint Boundary Conditions Joint Label X[k/in] Y[k/in] Z[k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] 1 N1 Reaction Reaction Reaction Reaction Reaction Reaction 2 N36 Reaction Reaction Reaction Reaction Reaction Reaction 3 N37 Reaction Reaction Reaction Reaction Reaction Reaction 4 N112 _ 5 N113 6 N114 7 N115 8 N116 9 N117 10 N118 11 N119 12 N120 13 N121 14 _ N122 15 N123 16 1 N124 17 N125 — 18 N126 19 N127 20 N128 21 N129 22 N130 23 N131 24 N132 25 N133 26 N134 27 N135 28 N136 Reaction Reaction Reaction Reaction Reaction Reaction 29 N138 Reaction Reaction Reaction Reaction Reaction Reaction 30 N140 Reaction Reaction Reaction Reaction Reaction Reaction Envelope Joint Reactions Joint X[lb] LC Y Obi LC Z[lb] LC MX [k-... LC MY[k-ft] LC MZ[k-ft] LC 1 N1 max 1084.9... 11 883.342 5 1148.1... 1 .788 2 2.018 8 .865 3 2 min-2653.... 5 255.95 11 2050... 7 -1.123 8 _ -2.007 2 -.409 9 3 N36 ma1465.7... 10 883.63 1 3194.1... 1 .794 1 2.027 4 1.03 4 4 min'-1460... 4 268.764 7 -1405... 7 -.243 7 -2.015 10 -.985 10 5 N37 mar12748.1... 9 851.476 9 1151.2... 1 .794 1 2.079 12 .381 5 RISA-3D Version 17.0.4 [C:\...\...\...\...\299828-VZW_MT_LO_H_FIX.r3d] Page 13 . . RISA : Tower Engineering Solutions, LLC Jan 29, 2021 ICompany' Designer 9:55AM Job Number Project No.10027262 Checked By. ,' . , ,,,,E Model Name : 299828-VZW_MT_LO_H Envelope Joint Reactions(Continued) Joint X [lb] LC Y[lb] LC Z[lb] LC MX [k-... LC MY[k-ft] LC MZ[k-ft] LC 6 min1-1109._.111 3 -234.285 3 -2106.4 7 -1.005 7 -2.08 6 -,904 11 7 N136 mai .293 3 12767.852 13 135.433 7 0 51 0 10 0 4 8 min -.281 10 -120.687 7 -2673... 13 0 1 0 4 0 10 9 , N138 may 25.648 3 12813.057 21 1358.6... 21 0 12 0 6 0 6 10 min-2353... 21 -11.841 3 -14.808 3 0 6 0 12 0 12 11 N140 max2251.7... 17 12692.582 17 1300.0... 17 0 2 0 2 0 2 12 min-43.545 11 -33.098 11 -25.141 11 0 8 0 8 0 8 13 Totals: Ima)t3679.64 10 9700.508 22 3876.15 1 14 min 3679.... 4 3927.536 4 -3876.... 7 Envelope AISC 14th(360-10):LRFD Steel Code Checks Member Shape Code Check Loc[ft] LC Shear..Loc[ftDirLCphi*Pnc..phi*Pnt...phi*Mn ..phi*Mn ..Cb Eqn 1 M7 PIPE 2.5 .233 5.208 11 .134 5.208 1 38510.... 50715 3.596 3.596 3.. H1-1 b 2 M34 HSS6X3X6 .075 0 10 .065 0 y 4 199577.. 226872 20.803 34.155 2.. H1-1 b 3 ' M35 PL3/16x3.5 .018 0 20 .085 0 y 15 16987.... 21262.5 .083 1.55 1.. H1-lb 4 M36 PL3/16x3.5 .013 0 3 .079 0 y 16 10828....21262.5 .083 1.55 2.. H1-lb 5 M37 PL3/16x3.5 .025 .25 4 .105 0 y 17 16987.... 21262.5 .083 1.55 1.. H1-lb 6 I M38 PL3/16x3.5 .020 0 11 .077 0 y 23 16987....21262.5 .083 1.55 1.. H1-lb' 7 M39 PL3/16x3.5 .013 0 5 .079 0 y 24 10828.... 21262.5 .083 1.55 2.. H1-lb 8 M40 PL3/16x3.5 .025 .25 6 .105 0 y 13 16987....21262.5 .083 1.55 1.. H1-1b 9 M41 PL3/16x3.5 .021 0 , 7 .087 0 y 31 16987.... 21262.5 .083 1.55 1.. H1-lb 10 M42 PL3/16x3.5 .014 0 1 .078 0 y 20 10828....21262.5 .083 1.55 2.. H1-lb 11 M43 PL3/16x3.5 .026 .25 2 .104 0 y 21 L16987.... 21262.5 .083 1.55 1...H1-1 b 12 M44 HSS6X3X6 .079 0 12 .068 0 y 12199577.. 226872 20.803 34.1552.. H1-1b; 13 M45 HSS6X3X6 .075 0 8 .069 0 y 8 199577.. 226872 20.803 34.155 2...H1-1 b 14 MP1A PIPE 2.0 .120 6.753 11 .042 6.753 1014907.... 32130 1.872 1.872 2.- H1-1b 15 MP2A PIPE 2.0 .317 4.201 I 7 .065 8.192 9 9875.412 32130 1.872 1.872 2..,H1-1b 16 MP4A PIPE 2.0 .316 4.201 1 .073 8.192 119675.413 32130 1.872 1.872 3.. H1-1 b 17 MP5A PIPE 2.0 .104 6.753 3 .013 6.753 2 14907.... 32130 1.872 1.872 1.. H1-1b 18 MP1C PIPE 2.0 .125 6.753 7 .043 6.753 6 14907.... 32130 1.872 1.872 2.. H1-1b 19 MP2C PIPE 2.0 .317 4.201 3 .065 8.192 59876.413 321301 1.872 1.872 2.. H1-lb 20 MP4C PIPE 2.0 .316 4.201 9 .074 8.192 719675.412 32130 1.872 1.872-2.. H1-1 b 21 MP5C PIPE 2.0 .103 6.753 11 .012 6.753 11 14907... 32130; 1.872 1.872 2..,H1-1b 22 MP1B PIPE 2.0 .121 6.753 2 .043 6.753 2 14907.... 32130 1.872 1.872 2.. H1-1b 23 MP2B PIPE 2.0 .314 4.201 11 .067 8.192 i 1 9675.412 32130 1.872 1.872 3.. H1-lb 24 MP4B PIPE 2.0 .314 4.201 5 .074 8.192 3 9675.413 32130 1.872 1.872 2.. H1-1b 25 MP5B PIPE 2.0 .108 6.753 7 .014 6.753 7 14907.... 32130 1.872 1.872 2.. H1-1b 26 M60A PIPE 2.5 .230 5.208 7 .131 5.208 g 38510.... 50715 3.596 3.596 3.. H1-1b 27 M61 PIPE 2.5 .226 7.292 7 .116 5.208 5 38510.... 50715 3.596 3.596 3.. H1-1b 28 M62A L3X3X4 .078 0 3 .011 0 y 4 40321.... 46656 1.688 3.756 1.-.H2-1 29 M63 L3X3X4 .079 2.566 1 .011 0 y 1240321.... 46656 1.688 3.756 1.. H2-1 30 M64A L3X3X4 .079 0 7 .011 .053 y 8 40321.... 46656 1.688 3.756 1.. H2-1 31 M65 L3X3X4 1- .215 5.796 10 .072 5.434 z 11 22169.... 46656 1.688 3.756 3...H2-1 32 M68A 1-2-5x2.5x4 .067 2.296 11 .003 4.409 z 1420449.... 38556 1.114 2.359 1.. H2-1 33 M69 L2.5x2.5x4 .065 2.296 3 .002 4.4091 y 12 20449.... 38556 1.114 2.359 1...H2-1 34 M70A L3X3X4 .229 0 12 .076 .362 z 12 22169.... 46656 1.688 3.756 3.. H2-1 35 M73 L2.5x2.5x4 .067 2.296 7 .003 0 z 22 20449.... 38556 1.114 2.359 1.. H2-1 36 M74A L2.5x2.5x4 .070 2.296 12 .002 0 y 8 20449.... 38556 1.114 2.359 1.. H2-1 37 M75 L3X3X4 .228 0 8 .077 .362 z 7 22169.... 46656 1.688 3.756 3.- H2-1 38 M78 L2.5x2.5x4 .067 2.296 i 2 .003 4.409 z 18 20449.... 38556 1.114 2.359 1.-,H2-1 RISA-3D Version 17.0.4 [C:\...\...\...\...\299828-VZW_MT_LO_H_FIXr3d] Page 14 Company : Tower Engineering Solutions, LLC Jan 29, 2021 IRISA Designer 9:55AM Job Number Project No.10027262 Checked By. Model Name : 299828-VZW_MT_LO_H Envelope AISC 14th(360-10):LRFD Steel Code Checks (Continued) Member Shape Code Check Loc[ft] LC Shear..Loc[ft DirLC phi*Pnc..phi*Pnt...phi"Mn ..phi"Mn ..Cb Eqn L2.5x2.5x4 39 M79 .070 2.296 7 .002 0 y 4 20449.... 38556 1.114 2.359 1...H2-1 40 M80 L1-3x3x3x0 .076 4_.184 13 .003 0 y 4 50406... 70632 4.823 3.751 1 1-11-1 b' 41 M81 LL3x3x3x0 .078 4.184 21 .003 4.184 y 12 50406.... 70632 4.823 3.751 1 H1-1 b* 42 M82 LL3x3x3x0 .074 4.184 17 .003 0 y 8 50406..._ 70632 4.823 3.751 1 H1-1b* Envelope AISI S100-10: LRFD Cold Formed Steel Code Checks Member Shape Code... Loc[ft] LC Shear...Loc[ft]Dir LC phi`Pn[Ib]phi*Tn[lb]phi*Mny... hi*Mnz... Cb Cmyy Cmzz Eqn 1 M4 4ZU3X188 .246 !2.519 6 .035 2.519 y 19 33003.9..54474.5.. 2.776 15.899 1.416' .85 .85 C5.1.2-1 2 M14 ` 4ZU3X188 .313 1.893 6 .071 1.893 y 1840034.1..84474.5.- 2.775 5.899 1.389' .85 .85 C5.2.2-3 3 M15 4ZU3X188 .029 2.249 1 .008 0 y 2047093.1...54474.5.. 2.776 5.899 1.119 .85 .85 C5.1.2-1 4 M19 4.5CU3X. _191 3.146 5 .085 8.258 y 15 16157.8..54474.5.. 2.004 5.655 1.869 .85 .85 C5.2.2-3 5 M20 4.SCU3X.. .198 3.146 1 .092 8.258 y 11 16157.8..54474.5.. 2.004 5.664 1.889 .85 .85 C5.2.2-3 6 M21 4.5Cu3X. , .196 3.146 9 _086 8.127 y 3616157.8..54474.5..1 2.004 5.676 1.914 .85 .85 C5.2.2-3 7 M22 4ZU3X188 .257 2.519 2 .036 2.519 y 24 33003.9..54474.5.. 2.776 5.899 1.404 .85 .85 C5.1.2-1 8 l M23 4ZU3X188 .321 1.893 2 .073 1.893 y 14 40034.1...54474.5.. 2.775 5.899 1.386 .85 .85 C5.2.2-3 9 M24 4ZU3X188 .030 2.249 9 .008 0 y 1647092.4...54474.5.. 2.776 5.899 1.112 .85 .85 C5.1.2-1 10 M25 4ZU3X188 .253 2.519 8 .037 2.519 y 2033003,9..54474.5.. 2.776 5.899 1:405 .85 .85 C5.1.2-1 11 M26 4ZU3X188 .312 1.893 8 .074 1.893 y 22 40034.1..54474.5... 2.775 5.899 1.372 .85 .85 C5.2.2-3 12 M27 4ZU3X188 .030 2.249 5 .008 0 1 y 2447092.4 54474.5..., 2.776 5.899 1.117 .85 .85 C5.1.2-1 Envelope AA ADM1-10:ASD - Building Aluminum Code Checks Member Shape Code C...Loc[ft] LC Shear... Loc[ft] Dir LC PnclO... Pnt/Om...Mny/0... Mnz/O... Vny/0... Vnz/O... Cb Eqn No Data to Print ... RISA-3D Version 17.0.4 [C:\...\...\...\...\299828-VZW_MT_LO_H_FIXr3d] Page 15 Mount Desktop — Post Modification Inspection (PMI) Report Requirements Documents & Photos Required from Contractor— Mount Modification Purpose—to provide TES the proper documentation in order to complete the required Mount Desktop review of the Post Modification Inspection Report. • Contractor is responsible for making certain the photos provided as noted below provide confirmation that the modification was completed in accordance with the modification drawings. • Contractor shall relay any data that can impact the performance of the mount or the mount modification, this includes safety issues. Base Requirements: • Any special photos outside of the standard requirements will be indicated on the drawings • Provide "as built drawings" showing contractor's name, preparer's signature, and date. Any deviations from the drawings (proposed modification) must be shown. • Notation that all hardware was properly installed, and the existing hardware was inspected for any issues. • Verification that loading is as communicated in the modification drawings. NOTE If loading is different than what is conveyed in the modification drawing contact TES immediately. • Each photo should be time and date stamped • Photos should be high resolution and submitted in a Zip File and should be organized in the file structure as depicted in Schedule A attached. • Contractor shall ensure that the safety climb wire rope is supported and not adversely impacted by the install of the modification components.This may involve the install of wire rope guides, or other items to protect the wire rope. • The photos in the file structure should be uploaded to https://pmi.vzwsmart.com as depicted on the drawings Photo Requirements: • Base and "During Installation Photos" o Base pictures include • Photo of Gate Signs showing the tower owner, site name, and number • Photo of carrier shelter showing the carrier site name and number if available • Photos of the galvanizing compound and/or paint used (if applicable), clearly showing the label and name o "During Installation Photos if provided - must be placed only in this folder • Photos taken at ground level o Overall tower structure before and after installation of the modifications o Photos of the appropriate mount before and after installation of the modifications; if the mounts are at different rad elevations, pictures must be provided for all elevations that the modifications were installed • Photos taken at Mount Elevation o Photos showing each individual sector before and also after installation of modifications. Each entire sector must be in one photo to show in the inter-connection of members. ■ These photos should also certify that the placement and geometry of the equipment on the mount is as depicted on the sketch and table in the mount analysis o Close-up photos of each installed modification per the modification drawings; pictures should also include connection hardware (U-bolts, bolts, nuts, all-threaded rods, etc.) o Photos showing the measurements of the installed modification member sizes (i.e. lengths, widths, depths, diameters, thicknesses) o Photos showing the elevation or distances of the installed modifications from the appropriate reference locations shown in the modification drawings o Photos showing the installed modifications onto the tower with tape drop measurements (if applicable) (i.e. ring/collar mounts, tie-backs, V-bracing kits, etc.); if the existing mount elevation needs to be changed according to the modification drawings, a tape drop measurement shall be provided before the elevation change o Photos showing the safety climb wire rope above and below the mount prior to modification. o Photos showing the climbing facility and safety climb if present. Material Certification: • Materials utilized must be as per specification on the drawings or the equivalent as validated by TES. o If the drawings are as specified on the drawings • The contractor should provide the packing list or the materials utilized to perform the mount modification o If an equivalent is utilized • It is required that the TES certification of such is included in the contractor submission package. There may be an additional charge for this certification if the equivalent submission doesn't meet specifications as prescribed in the drawings. • The contractor must certify that the materials meet these specifications by one of these methods. ❑The Material utilized was as specified on the TES Mount Modification Drawings and included in the Material certification folder is a packing list or invoice for these materials ❑The material utilized was an "equivalent" and included as part of the contractor submission is the TES certification, invoices, or specifications validating accepted status Certifying Individual: Company Name Signature Antenna & equipment placement and Geometry Confirmation: • The contractor must certify that the antenna& equipment placement and geometry is in accordance with the antenna placement diagrams as included in this mount analysis. ❑ The contractor certifies that the photos support and the equipment on the mount is as depicted on the antenna placement diagrams as included in this mount analysis. ❑ The contractor notes that the equipment on the mount is not in accordance with the antenna placement diagrams and has accordingly marked up the diagrams or provided a diagram outlining the differences. Certifying Individual: Company Name 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 rAg 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 Certifications—Submission of this document including certifications Specific Required Additional Photos Structure: 299828-VZW-METZGER Sector: A 1/12/2021 ftllti) Structure Type: Monopole Es Mount Elev: 96.00 Page: 1 •rolls•,Ertgi Anne Snr.:tio„s ATo Structure Plan View 1111.111111111."2-5.1111111.1a51.111M1171.!. Front View Looking at Structure MIN111111111111111 e O II ........A4 Al 'A3 5 4 3 2 1 Height Width H Dist Pipe Pipe Ant C.Ant Ant Ref# Model (in) (in) Frm L. # Pos V Pos Frm T. H Off Status Validation Al TBD nL-Sub6 Antenna 49.5 8 144 1 a Front 60 0 Added A4 COMMSCOPE NHH-45C-R2B 95.9 18 96 2 a Front 60 0 Retained 01/08/2021 R2 Ericsson 4449 15 13.2 96 2 a Behind 30 0 Retained 01/08/2021 A3 Raycap OVP-6 25.7 17.3 96 2 a Behind 72 0 Retained 01/08/2021 A4 COMMSCOPE NHH-45C-R2B 95.9 18 54 4 a Front 60 0 Retained 01/08/2021 R5 Ericsson 8843 14.9 13.2 54 4 a Behind 30 0 Retained 01/08/2021 Copyright 2019 by Tower Engineering Solutions,LLC.All Rights Reserved Structure: 299828-VZW- METZGER Sector: B 1/12/2021 fit TO Structure Type: Monopole �,S Mount Elev: 96.00 Page: 2 � 'Tf,,,ti'r.,:y;,,ecri nt kd;:do,,s 0 To Structure Plan View 111.5,411121.5.00.7:' : • . 1 Front View Looking at Structure MOMMOOMMI MOM ® t - A4 Al A3 ....' 5 4 3 2 1 Height Width H Dist Pipe Pipe Ant C.Ant Ant Ref# Model (in) (in) Frm L. # Pos V Pos Frm T. H Off Status Validation Al TBD nL-Sub6 Antenna 49.5 8 144 1 a Front 60 0 Added A4 COMMSCOPE NHH-45C-R2B 95.9 18 96 2 a Front 60 0 Retained 01/08/2021 R2 Ericsson 4449 15 13.2 96 2 a Behind 30 0 Retained 01/08/2021 A3 Raycap OVP-6 25.7 17.3 96 2 a Behind 72 0 Retained 01/0812021 A4 COMMSCOPE NHH-45C-R2B 95.9 18 54 4 a Front 60 0 Retained 01/08/2021 R5 Ericsson 8843 14.9 13.2 54 4 a Behind 30 0 Retained 01/08/2021 Copyright 2019 by Tower Engineenng Solutions,LLC.All Rights Reserved Structure: 299828-VZW-METZGER Sector: C 1/12/2021 010 Structure Type: Monopole 7 Mount Elev 96.00 Page: 3 �J 1,.,ct t_r:g:occc)i:,gstblI,>r,> 0 To Structure Plan View r 1-1-5:1111111..7. 3 2 Front View Looking at Structure I ...... 44 Al :A3 5 4 3 2 1 Height Width H Dist Pipe Pipe Ant C.Ant Ant Ref# Model (in) (in) Frm L. # Pos V Pos Frm T. H Off Status Validation Al TBD nL-Sub6 Antenna 49.5 8 144 1 a Front 60 0 Added A4 COMMSCOPE NHH-45C-R2B 95.9 18 96 2 a Front 60 0 Retained 01/08/2021 R2 Ericsson 4449 15 13.2 96 2 a Behind 30 0 Retained 01/08/2021 A3 Raycap OVP-6 25.7 17.3 96 2 a Behind 72 0 Retained 01/08/2021 A4 COMMSCOPE NHH-45C-R2B 95.9 18 54 4 a Front 60 0 Retained 01/08/2021 R5 Ericsson 8843 14.9 13.2 54 4 a Behind 30 0 Retained 01/08/2021 Copyright 2019 by Tower Engineering Solutions LLC.All Rights Reserved