Franklin County MIP3 - Musco Pole and Related Wireless and Network Infrastructure.RFB.26.0727-01 - Part 2.pdf

PDF 21 MB Posted Jul 7, 2026

Attached to: Musco Pole Installation
Solicitation number: 2136883
Issued by: Essex County, New York

About this file

Written by GovTribe AI · Aug 7, 2026

Summary of Franklin County Musco Pole Installation Project

This document set comprises technical engineering drawings and structural analysis reports for the installation of a 95-foot Musco utility monopole with wireless and network infrastructure at 476 Burns-Holden Road in Fort Covington, New York, within Franklin County. The project, designated RFB.26.0727-01, involves installing a single Musco Type 120C monopole (modified to 95 feet) to support Hudson Valley Wireless equipment, including three Tarana G2-BN3 antennas, three 3-foot diameter microwave dishes, microwave transmission equipment, electrical systems, fiber distribution infrastructure, and related mounting hardware. The structural analysis was completed on May 18, 2026, prepared by Tectonic Engineering Consultants to verify tower integrity and foundation adequacy. Design drawings were issued for permit on June 12, 2026, with preliminary versions dated between December 29, 2025, and May 19, 2026, incorporating multiple revision rounds from engineering and QA/QC review. The site location is at 44.994917°N, 74.443933°W, with ground elevation at 209 feet above mean sea level.

The structural analysis confirms that both the monopole tower and precast concrete 9B foundation (4-foot diameter with 24-foot embedment depth) possess sufficient capacity to support the proposed equipment configuration. The analysis was performed in accordance with the Building Code of New York State 2025 (IBC 2024), ANSI/TIA-222-I-2023 Standard, and ASCE 7-22 using an ultimate 3-second gust wind speed of 106 miles per hour with Exposure Category C. The tower rating is 31.5 percent capacity at the critical lower section (L3), with maximum horizontal deflections of 6.085 inches at service wind speeds and foundation soil interaction consuming 33.2 percent capacity. All equipment installation must comply with the approved construction drawings and manufacturer specifications, with contractors required to incorporate recommendations from the geotechnical investigation report during foundation construction.

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Other files

File	Type	Posted
MIP3 Musco Pole RFB# 26-0727-1 Addendum #1 Reponses to Questions.07.14.2026.pdf	PDF	Jul 7, 2026
Franklin County MIP3 - Musco Pole and Related Wireless and Network Infrastructure.RFB.26.0727-01 - Part 1.pdf	PDF	Jul 7, 2026
Franklin County MIP3 - Musco Pole and Related Wireless and Network Infrastructure.RFB.26.0727-01 - Part 4.pdf	PDF	Jul 7, 2026
Franklin County MIP3 - Musco Pole and Related Wireless and Network Infrastructure.RFB.26.0727-01 - Part 6.pdf	PDF	Jul 7, 2026
Franklin County MIP3 - Musco Pole and Related Wireless and Network Infrastructure.RFB.26.0727-01 - Part 5.pdf	PDF	Jul 7, 2026
Franklin County MIP3 - Musco Pole and Related Wireless and Network Infrastructure.RFB.26.0727-01 - Part 3.pdf	PDF	Jul 7, 2026

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TITLE

SHEET

SITE:

THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED

HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE

THE PROPERTY OF AIROSMITH ENGINEERING AND ARE NOT TO

BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS

WITHOUT THE WRITTEN AUTHORIZATION OF AIROSMITH

ENGINEERING. IT IS UNLAWFUL FOR ANY PERSON TO AMEND

ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN

APPROVAL OF THE PROFESSIONAL OF RECORD.

DRAWINGS ISSUED FOR:

DATE DESCRIPTION

PROJECT INFORMATION:

REV. QA/QCDRAWN

THIS DOCUMENT IS PRELIMINARY

IN NATURE AND IS NOT FINAL,

UNTIL SIGNED AND SEALED.

SHEET TITLE:

SHEET NUMBER: REVISION:

PROFESSIONAL STAMP:

A 12/29/25 KPG PRELIMINARY SKB

B 01/15/25 SKB REVISED PER COMMENTS JLM

C 05/19/26 SKB REVISED PER COMMENTS SKB

0 06/12/26 HGG FOR PERMIT SKB

CARRIER:

CONSULTANT TEAM:

06/12/2026

PROJECT #

AIROSMITH DEVELOPMENT

AIROSMITH ENGINEERING

COA: 17285, EXP 5/31/2026

318 WEST AVE.

SARATOGA SPRINGS, NY 12866

FRNKLN CO NY OSP 1.0

BURNS-HOLDEN

476 BURNS-HOLDEN ROAD

FORT COVINGTON, NY 12937

FRANKLIN COUNTY

TOWN OF FORT COVINGTON

55 BARE HILL ROAD

MALONE, NY 63453

PROJECT SCOPE

LOCATION MAP VICINITY MAP

POLE ELEVATION

SITE

T01

DRAWING INDEXSHEET NO: REV

Know what's below.

before you dig.Call

SITE INFORMATION

DO NOT SCALE DRAWINGS

CONTRACTOR SHALL VERIFY ALL PLANS

& EXISTING DIMENSIONS & CONDITIONS

ON THE JOB SITE & SHALL IMMEDIATELY

NOTIFY THE ENGINEER IN WRITING OF

ANY DISCREPANCIES BEFORE

PROCEEDING WITH THE WORK OR BE

RESPONSIBLE FOR SAME

THE PROPOSED WORK CONSISTS OF:

· INSTALL 95' MUSCO UTILITY POLE

· INSTALL MONOPOLE MOUNTED ANTENNA(S) AND EQUIPMENT

· INSTALL ELECTRIC, TELCO & CABLE ROUTING.

T01 TITLE SHEET

GN01 GENERAL NOTES

C01 OVERALL SITE PLAN

C02 SITE PLAN

C04 EQUIPMENT DETAILS

EG01 ONE LINE DIAGRAM & ELECTRICAL DETAILS

EG02 GROUNDING DETAILS

C03 PROPOSED ELEVATION

SITE NAME: BURNS-HOLDEN

LATITUDE: 44.994917° N

LONGITUDE: -74.443933° W

SITE ADDRESS: 476 BURNS-HOLDEN RD

FORT COVINGTON, NY 12937

PROJECT: FRANKLIN COUNTY

SITE NAME: BURNS-HOLDEN

SITE ADDRESS: 476 BURNS-HOLDEN RD

FORT COVINGTON, NY 12937

MUNICIPALITY: CONSTABLE

COUNTY: FRANKLIN

PUBLIC R.O.W. JURISDICTION: FRANKLIN COUNTY

CLOSEST INTERSECTION: FITZPATRICK RD AND MARY RILEY RD

LATITUDE: 44.994917° N

LONGITUDE: -74.443933° W

GROUND ELEVATION: 209'± AMSL

APPLICANT: FRANKLIN COUNTY

POWER COMPANY: NATIONAL GRID

C04 EQUIPMENT DETAILS

SITE PLAN

SITE:

THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED

HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE

THE PROPERTY OF AIROSMITH ENGINEERING AND ARE NOT TO

BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS

WITHOUT THE WRITTEN AUTHORIZATION OF AIROSMITH

ENGINEERING. IT IS UNLAWFUL FOR ANY PERSON TO AMEND

ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN

APPROVAL OF THE PROFESSIONAL OF RECORD.

DRAWINGS ISSUED FOR:

DATE DESCRIPTION

PROJECT INFORMATION:

REV. QA/QCDRAWN

THIS DOCUMENT IS PRELIMINARY

IN NATURE AND IS NOT FINAL,

UNTIL SIGNED AND SEALED.

SHEET TITLE:

SHEET NUMBER: REVISION:

PROFESSIONAL STAMP:

A 12/29/25 KPG PRELIMINARY SKB

B 01/15/25 SKB REVISED PER COMMENTS JLM

C 05/19/26 SKB REVISED PER COMMENTS SKB

0 06/12/26 HGG FOR PERMIT SKB

CARRIER:

CONSULTANT TEAM:

06/12/2026

PROJECT #

AIROSMITH DEVELOPMENT

AIROSMITH ENGINEERING

COA: 17285, EXP 5/31/2026

318 WEST AVE.

SARATOGA SPRINGS, NY 12866

FRNKLN CO NY OSP 1.0

BURNS-HOLDEN

476 BURNS-HOLDEN ROAD

FORT COVINGTON, NY 12937

FRANKLIN COUNTY

TOWN OF FORT COVINGTON

55 BARE HILL ROAD

MALONE, NY 63453

GN01

SITE PLAN

THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED

HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE

THE PROPERTY OF AIROSMITH ENGINEERING AND ARE NOT TO

BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS

WITHOUT THE WRITTEN AUTHORIZATION OF AIROSMITH

ENGINEERING. IT IS UNLAWFUL FOR ANY PERSON TO AMEND

ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN

APPROVAL OF THE PROFESSIONAL OF RECORD.

DRAWINGS ISSUED FOR:

DATE DESCRIPTION

PROJECT INFORMATION:

REV. QA/QCDRAWN

THIS DOCUMENT IS PRELIMINARY

IN NATURE AND IS NOT FINAL,

UNTIL SIGNED AND SEALED.

SHEET TITLE:

SHEET NUMBER: REVISION:

PROFESSIONAL STAMP:

A 12/29/25 KPG PRELIMINARY SKB

B 01/15/25 SKB REVISED PER COMMENTS JLM

C 05/19/26 SKB REVISED PER COMMENTS SKB

0 06/12/26 HGG FOR PERMIT SKB

CARRIER:

CONSULTANT TEAM:

06/12/2026

PROJECT #

AIROSMITH DEVELOPMENT

AIROSMITH ENGINEERING

COA: 17285, EXP 5/31/2026

318 WEST AVE.

SARATOGA SPRINGS, NY 12866

FRNKLN CO NY OSP 1.0

BURNS-HOLDEN

476 BURNS-HOLDEN ROAD

FORT COVINGTON, NY 12937

FRANKLIN COUNTY

TOWN OF FORT COVINGTON

55 BARE HILL ROAD

MALONE, NY 63453

C01OVERALL SITE PLAN1

SCALE: 1/64" = 1'-0"

EXISTING &

PROPOSED ELEVATIONS

SITE:

THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED

HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE

THE PROPERTY OF AIROSMITH ENGINEERING AND ARE NOT TO

BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS

WITHOUT THE WRITTEN AUTHORIZATION OF AIROSMITH

ENGINEERING. IT IS UNLAWFUL FOR ANY PERSON TO AMEND

ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN

APPROVAL OF THE PROFESSIONAL OF RECORD.

DRAWINGS ISSUED FOR:

DATE DESCRIPTION

PROJECT INFORMATION:

REV. QA/QCDRAWN

THIS DOCUMENT IS PRELIMINARY

IN NATURE AND IS NOT FINAL,

UNTIL SIGNED AND SEALED.

SHEET TITLE:

SHEET NUMBER: REVISION:

PROFESSIONAL STAMP:

A 12/29/25 KPG PRELIMINARY SKB

B 01/15/25 SKB REVISED PER COMMENTS JLM

C 05/19/26 SKB REVISED PER COMMENTS SKB

0 06/12/26 HGG FOR PERMIT SKB

CARRIER:

CONSULTANT TEAM:

06/12/2026

PROJECT #

AIROSMITH DEVELOPMENT

AIROSMITH ENGINEERING

COA: 17285, EXP 5/31/2026

318 WEST AVE.

SARATOGA SPRINGS, NY 12866

FRNKLN CO NY OSP 1.0

BURNS-HOLDEN

476 BURNS-HOLDEN ROAD

FORT COVINGTON, NY 12937

FRANKLIN COUNTY

TOWN OF FORT COVINGTON

55 BARE HILL ROAD

MALONE, NY 63453

C02SITE PLAN1

SCALE: 1/8" = 1'-0"

EQUIPMENT DETAILS

THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED

HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE

THE PROPERTY OF AIROSMITH ENGINEERING AND ARE NOT TO

BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS

WITHOUT THE WRITTEN AUTHORIZATION OF AIROSMITH

ENGINEERING. IT IS UNLAWFUL FOR ANY PERSON TO AMEND

ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN

APPROVAL OF THE PROFESSIONAL OF RECORD.

DRAWINGS ISSUED FOR:

DATE DESCRIPTION

PROJECT INFORMATION:

REV. QA/QCDRAWN

THIS DOCUMENT IS PRELIMINARY

IN NATURE AND IS NOT FINAL,

UNTIL SIGNED AND SEALED.

SHEET TITLE:

SHEET NUMBER: REVISION:

PROFESSIONAL STAMP:

A 12/29/25 KPG PRELIMINARY SKB

B 01/15/25 SKB REVISED PER COMMENTS JLM

C 05/19/26 SKB REVISED PER COMMENTS SKB

0 06/12/26 HGG FOR PERMIT SKB

CARRIER:

CONSULTANT TEAM:

06/12/2026

PROJECT #

AIROSMITH DEVELOPMENT

AIROSMITH ENGINEERING

COA: 17285, EXP 5/31/2026

318 WEST AVE.

SARATOGA SPRINGS, NY 12866

FRNKLN CO NY OSP 1.0

BURNS-HOLDEN

476 BURNS-HOLDEN ROAD

FORT COVINGTON, NY 12937

FRANKLIN COUNTY

TOWN OF FORT COVINGTON

55 BARE HILL ROAD

MALONE, NY 63453

C03EXISTING (PHOTO)1

SCALE: NOT TO SCALE

2 PROPOSED MUSCO UTILITY POLE (ELEVATION)

SCALE: 3/32" = 1' (11"X17")

THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED

HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE

THE PROPERTY OF AIROSMITH ENGINEERING AND ARE NOT TO

BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS

WITHOUT THE WRITTEN AUTHORIZATION OF AIROSMITH

ENGINEERING. IT IS UNLAWFUL FOR ANY PERSON TO AMEND

ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN

APPROVAL OF THE PROFESSIONAL OF RECORD.

DRAWINGS ISSUED FOR:

DATE DESCRIPTION

PROJECT INFORMATION:

REV. QA/QCDRAWN

THIS DOCUMENT IS PRELIMINARY

IN NATURE AND IS NOT FINAL,

UNTIL SIGNED AND SEALED.

SHEET TITLE:

SHEET NUMBER: REVISION:

PROFESSIONAL STAMP:

A 12/29/25 KPG PRELIMINARY SKB

B 01/15/25 SKB REVISED PER COMMENTS JLM

C 05/19/26 SKB REVISED PER COMMENTS SKB

0 06/12/26 HGG FOR PERMIT SKB

CARRIER:

CONSULTANT TEAM:

06/12/2026

PROJECT #

AIROSMITH DEVELOPMENT

AIROSMITH ENGINEERING

COA: 17285, EXP 5/31/2026

318 WEST AVE.

SARATOGA SPRINGS, NY 12866

FRNKLN CO NY OSP 1.0

BURNS-HOLDEN

476 BURNS-HOLDEN ROAD

FORT COVINGTON, NY 12937

FRANKLIN COUNTY

TOWN OF FORT COVINGTON

55 BARE HILL ROAD

MALONE, NY 63453

C04

SCALE: NOT TO SCALE SCALE: NOT TO SCALE

RADIO DETAIL3 4

1 2

RACK EQUIPMENT LAYOUT

SCALE: NOT TO SCALE

MICROWAVE DISH DETAIL

SCALE: NOT TO SCALE

ANTENNA DETAIL

THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED

HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE

THE PROPERTY OF AIROSMITH ENGINEERING AND ARE NOT TO

BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS

WITHOUT THE WRITTEN AUTHORIZATION OF AIROSMITH

ENGINEERING. IT IS UNLAWFUL FOR ANY PERSON TO AMEND

ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN

APPROVAL OF THE PROFESSIONAL OF RECORD.

DRAWINGS ISSUED FOR:

DATE DESCRIPTION

PROJECT INFORMATION:

REV. QA/QCDRAWN

THIS DOCUMENT IS PRELIMINARY

IN NATURE AND IS NOT FINAL,

UNTIL SIGNED AND SEALED.

SHEET TITLE:

SHEET NUMBER: REVISION:

PROFESSIONAL STAMP:

A 12/29/25 KPG PRELIMINARY SKB

B 01/15/25 SKB REVISED PER COMMENTS JLM

C 05/19/26 SKB REVISED PER COMMENTS SKB

0 06/12/26 HGG FOR PERMIT SKB

CARRIER:

CONSULTANT TEAM:

06/12/2026

PROJECT #

AIROSMITH DEVELOPMENT

AIROSMITH ENGINEERING

COA: 17285, EXP 5/31/2026

318 WEST AVE.

SARATOGA SPRINGS, NY 12866

FRNKLN CO NY OSP 1.0

BURNS-HOLDEN

476 BURNS-HOLDEN ROAD

FORT COVINGTON, NY 12937

FRANKLIN COUNTY

TOWN OF FORT COVINGTON

55 BARE HILL ROAD

MALONE, NY 63453

C05

EQUIPMENT ENCLOSURE SPECIFICATIONS1

EG01

ELECTRICAL DETAILS

SITE:

THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED

HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE

THE PROPERTY OF AIROSMITH ENGINEERING AND ARE NOT TO

BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS

WITHOUT THE WRITTEN AUTHORIZATION OF AIROSMITH

ENGINEERING. IT IS UNLAWFUL FOR ANY PERSON TO AMEND

ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN

APPROVAL OF THE PROFESSIONAL OF RECORD.

DRAWINGS ISSUED FOR:

DATE DESCRIPTION

PROJECT INFORMATION:

REV. QA/QCDRAWN

THIS DOCUMENT IS PRELIMINARY

IN NATURE AND IS NOT FINAL,

UNTIL SIGNED AND SEALED.

SHEET TITLE:

SHEET NUMBER: REVISION:

PROFESSIONAL STAMP:

A 12/29/25 KPG PRELIMINARY SKB

B 01/15/25 SKB REVISED PER COMMENTS JLM

C 05/19/26 SKB REVISED PER COMMENTS SKB

0 06/12/26 HGG FOR PERMIT SKB

CARRIER:

CONSULTANT TEAM:

06/12/2026

PROJECT #

AIROSMITH DEVELOPMENT

AIROSMITH ENGINEERING

COA: 17285, EXP 5/31/2026

318 WEST AVE.

SARATOGA SPRINGS, NY 12866

FRNKLN CO NY OSP 1.0

BURNS-HOLDEN

476 BURNS-HOLDEN ROAD

FORT COVINGTON, NY 12937

FRANKLIN COUNTY

TOWN OF FORT COVINGTON

55 BARE HILL ROAD

MALONE, NY 63453

SCALE: NOT TO SCALE

ONE LINE DIAGRAM1

SCALE: NOT TO SCALE

EQUIPMENT ATTACHMENT DETAIL

DISCONNECT DETAIL

EG02

ELECTRICAL DETAILS

SITE:

THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED

HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE

THE PROPERTY OF AIROSMITH ENGINEERING AND ARE NOT TO

BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS

WITHOUT THE WRITTEN AUTHORIZATION OF AIROSMITH

ENGINEERING. IT IS UNLAWFUL FOR ANY PERSON TO AMEND

ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN

APPROVAL OF THE PROFESSIONAL OF RECORD.

DRAWINGS ISSUED FOR:

DATE DESCRIPTION

PROJECT INFORMATION:

REV. QA/QCDRAWN

THIS DOCUMENT IS PRELIMINARY

IN NATURE AND IS NOT FINAL,

UNTIL SIGNED AND SEALED.

SHEET TITLE:

SHEET NUMBER: REVISION:

PROFESSIONAL STAMP:

A 12/29/25 KPG PRELIMINARY SKB

B 01/15/25 SKB REVISED PER COMMENTS JLM

C 05/19/26 SKB REVISED PER COMMENTS SKB

0 06/12/26 HGG FOR PERMIT SKB

CARRIER:

CONSULTANT TEAM:

06/12/2026

PROJECT #

AIROSMITH DEVELOPMENT

AIROSMITH ENGINEERING

COA: 17285, EXP 5/31/2026

318 WEST AVE.

SARATOGA SPRINGS, NY 12866

FRNKLN CO NY OSP 1.0

BURNS-HOLDEN

476 BURNS-HOLDEN ROAD

FORT COVINGTON, NY 12937

FRANKLIN COUNTY

TOWN OF FORT COVINGTON

55 BARE HILL ROAD

MALONE, NY 63453

SCALE: NOT TO SCALESCALE: NOT TO SCALE

ANTENNA GROUNDING DETAIL1 2 DETAIL NOT USED

3 4 5

SCALE: NOT TO SCALE

GROUND BAR DETAIL

SCALE: NOT TO SCALE

GROUND CONDUCTOR

CONNECTION

GROUND LUG

SCALE: NOT TO SCALE

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Date: May 18, 2026

Structural Analysis Report – Rev 2

Tower Manufacturer: Musco – Wireless Structures Tower Owner: Hudson Valley Wireless

Tower Type: 120C Type (Modified to 95’)

Foundation Type: 9B Precast Base Location: Burns Holden Road, Town of Fort Covington, Franklin County, NY 44° 59' 41.72" N, 74° 26' 38.24" W 95 ft Monopole Tower

Tectonic Project Number: 12931.BurnsHolden

Tectonic Engineering Consultants, Geologists & Land Surveyors, D.P.C. is pleased to submit this “Structural

Analysis Report” to determine the structural integrity of the above-mentioned tower.

The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation to be:

Structure: Sufficient Foundation: Sufficient

This analysis has been performed in accordance with the Building Code of New York State 2025 (IBC 2024), ANSI/TIA-222-I-2023 Standard and ASCE 7-22 based upon an ultimate 3-second gust wind speed of 106 mph.

Exposure Category C with a maximum topographic factor, Kzt, of 1.0 and Risk Category II were used in this analysis.

All equipment proposed in this report shall be installed in accordance with this analysis for the determined available structural capacity to be effective.

We at Tectonic appreciate the opportunity of providing our continuing professional services to you. If you have any questions or need further assistance on this or any other projects, please give us a call.

Structural analysis prepared by: Mahesh Chillarge / Vinod Ramesh

Respectfully submitted by:

Tectonic Engineering Consultants, Geologists & Land Surveyors, D.P.C.

Edward N. Iamiceli, P.E.

Managing Director

5/18/26

May 18, 2026 95 Ft Monopole Tower Structural Analysis Burns Holden, NY Project Number 12931.BurnsHolden (Rev 2) Page 2 tnxTower Report - version 8.3.1.2

TABLE OF CONTENTS

1) INTRODUCTION

2) ANALYSIS CRITERIA

Table 1 - Proposed Antenna and Cable Information

3) ANALYSIS PROCEDURE

Table 2 - Documents Provided 3.1) Analysis Method 3.2) Assumptions

4) ANALYSIS RESULTS

Table 3 - Section Capacity (Summary) Table 4 – Tower Component Stresses vs. Capacity Table 5 – Tower Service Load Deflections 4.1) Recommendations

5) APPENDIX A

tnxTower Output

6) APPENDIX B

Additional Calculations

Project Number 12931.BurnsHolden (Rev 2) Page 3 tnxTower Report - version 8.3.1.2

1) INTRODUCTION

This tower is a 95 ft monopole, Type 120C (modified to 95’), designed and manufactured by Musco – Wireless Structures. The tower is proposed to be installed to support Hudson Valley Wireless equipments at the location referenced above.

2) ANALYSIS CRITERIA

TIA-222 Revision: TIA-222-I-2023 Risk Category: II Wind Speed: 106 mph Exposure Category: C Topographic Factor: 1.0 Ice Thickness: 2.5 in Wind Speed with Ice: 46 mph Seismic Ss: 0.490 Seismic S1: 0.088 Service Wind Speed: 60 mph

Table 1 - Proposed Equipment Configuration

Mounting Level (ft)

Carrier Designation

Number of

Antennas

Antenna Manufacturer

Antenna Model Number of Feed Lines

Feed Line Size (in)

Note

90.0

Hudson Valley Wireless

#10 AWG

Mount Pipes

3 Andrew 3’ dia MW Dish

3 Elliptical - 3 Aviat Aviat WTM 4000

3 Musco 4.5” OD x 6’ Mount

Pipes

10.0

1 - Utility Meter

1 - Fiber Distribution

Box

8.5 1 Raycap RBx-HMC-X10MS-

22L6

6.0 1 - Equipment Cabinet

3) ANALYSIS PROCEDURE

Table 2 - Documents Provided

Document Remarks Dated

9B CONCRETE BASE DETAILS – REV D MUSCO; Document #: MP-9-X 03/27/24

ICC-ES EVALUATION REPORT

ICC Evaluation Service, LLC.; Document

#: ESR-3765

May 2025

CONSTRUCTION DRAWINGS – REV B

Airosmith; Project #: FRNKLN CO NY

OSP 1.0

01/15/26

GEOTECHNICAL INVESTIGATION REPORT

ACER Associates, LLC; Project #:

2026120 03/24/26

95C POLE ELEVATION – REV C MUSCO; Job #: 229789 04/30/26

PROPOSED LOADING CONFIGURATION Airosmith; (via email) 05/13/26

2.375” OD x 4’ 3 Musco

3 Tarana Tarana G2 BN 3 Fiber

Project Number 12931.BurnsHolden (Rev 2) Page 4 tnxTower Report - version 8.3.1.2

3.1) Analysis Method tnxTower (version 8.3.1.2), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases.

Selected output from the analysis is included in Appendix A.

3.2) Assumptions

1) Tower structure shall be fabricated in accordance with the manufacturer’s specifications.

2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1.

3) The material grade for the pole shaft is assumed to be A572 Gr. 55 steel.

4) The precast base design moment capacity is based on the ICC-ES evaluation report referenced above.

This analysis is solely for the supporting tower structure, and it may be affected if any assumptions are not valid or have been made in error. Tectonic should be notified to determine the effect on the structural integrity of the tower.

4) ANALYSIS RESULTS

Table 3 - Section Capacity (Summary)

Section No. Elevation (ft) Component

Type Size Critical Element P (K) SF*P_allow

(K)

Capacity Pass / Fail

L1 95 - 64.02 Pole TP20.7x16.36x0.239 1 -2.350 672.078 14.4 Pass

L2 64.02 -

37.033 Pole TP24x19.707x0.313 2 -5.126 1052.530 20.6 Pass

L3 37.033 - 2 Pole TP28.28x22.808x0.313 3 -10.067 1209.560 31.5 Pass

Summary

Pole (L3) 31.5 Pass

Rating = 31.5 Pass

Table 4 - Tower Component Stresses vs. Capacity

Notes Component Elevation (ft) % Capacity Pass / Fail

1 Base Foundation (Soil Interaction) 0 33.2 Pass

1 Base Foundation (Structure) 0 28.7 Pass

1 Base Foundation (Embedment Depth) 0 35.3 Pass Note:

1) See additional documentation in “Appendix B – Additional Calculations” for calculations supporting the % capacity consumed.

Structure Rating (max from all components) = 35.3%

Note:

2) See additional documentation in “Appendix B – Additional Calculations” for calculations supporting the % capacity consumed.

Table 5 - Tower Service Load Deflections

Component At Top Allowable Percentage

Ratio Pass / Fail

Horizontal Deflection (inch) 6.085 33.48 inch 18.2% Pass

Twist & Sway (deg) 0.501 4.00 deg 12.5% Pass

Project Number 12931.BurnsHolden (Rev 2) Page 5

4.1) Recommendations

The proposed tower and foundation have sufficient capacity to support the load configurations as shown in Table 1. The tower shall be installed in accordance with the approved construction drawings and manufacturer recommendations.

Contractor shall review and incorporate all the recommendations provided in the Geotechnical Investigation Report referenced herein in this report during the foundation construction.

TECTONIC

1279 Route 300

Newburgh, NY 12550 Phone: 845-567-6656

FAX: 845-534-5999

Job:

Burns Holden - 120C Type (Modified to 95')

Project: 12931.BurnsHolden Client: Musco - Wireless Structures Drawn by: Vinod Ramesh App'd:

Code: TIA-222-I Date: 05/18/26 Scale: NTS Path:

C:\Users\vinod ramesh\Documents\Projects\12931-Musco\12931.Hudson Valley\Burns Holden\Structural\Rev 2\12931.BurnsHolden_Structural AnalysisR2.eri

Dwg No. E-1

95.0 ft

64.0 ft

37.0 ft

2.0 ft

REACTIONS - 106 mph WIND

TORQUE 0 kip-ft

4 K

SHEAR

269 kip-ft

MOMENT

10 K

AXIAL

46 mph WIND - 2.500 in ICE

TORQUE 0 kip-ft

2 K

SHEAR

114 kip-ft

MOMENT

22 K

AXIAL

ARE FACTORED

ALL REACTIONS

S e c ti o n

L n g th ft

N u m b e r o f S id e s

T h ic k n e s s in

S o c k e t L e n g th ft

T p

D ia in

B t D ia in

G ra d e A

-5

W ig h t (K

Tarana G2 - BN3 90 4' x 2" STD Pipe 90 Tarana G2 - BN3 90 Tarana G2 - BN3 90 4' x 2" STD Pipe 90 4' x 2" STD Pipe 90 6' x 4" STD Pipe 90 6' x 4" STD Pipe 90 6' x 4" STD Pipe 90 3' Dia Dish 90 3' Dia Dish 90 3' Dia Dish 90 Utility Meter 10 Fiber Distribution Box 10 RBx-HMC-Z10MS-22L6 8.5 Whelen Cabinet 6DESIGNED APPURTENANCE LOADING

TYPE TYPEELEVATION ELEVATION

Tarana G2 - BN3 90

4' x 2" STD Pipe 90

Tarana G2 - BN3 90

4' x 2" STD Pipe 90

6' x 4" STD Pipe 90

3' Dia Dish 90

Utility Meter 10

Fiber Distribution Box 10

RBx-HMC-Z10MS-22L6 8.5

Whelen Cabinet 6

MATERIAL STRENGTH

GRADE GRADEFy FyFu Fu

A572-55 55 ksi 70 ksi

TOWER DESIGN NOTES

1. Tower is located in Franklin County, New York.

2. Tower designed for Exposure C to the TIA-222-I Standard.

3. Tower designed for a 106 mph basic wind in accordance with the TIA-222-I Standard.

4. Tower is also designed for a 46 mph basic wind with 2.50 in ice. Ice is considered to increase in thickness with height.

5. Deflections are based upon a 60 mph wind.

6. Tower Risk Category II.

7. Topographic Category 1 with Crest Height of 0.000 ft

8. Musco - Wireless Structures - 120C Type Pole (Modified to 95')

9. TOWER RATING: 31.5%

Project Number 12931.BurnsHolden (Rev 2) Page 6

APPENDIX A

TNXTOWER OUTPUT

Project Number 12931.BurnsHolden (Rev 2) Page 7

Tower Input Data

The tower is a monopole.

This tower is designed using the TIA-222-I standard.

The following design criteria apply:

• Tower is located in Franklin County, New York.

• Tower base elevation above sea level: 245.000 ft.

• Basic wind speed of 106 mph is used.

• Risk Category II.

• Exposure Category C.

• Crest Height: 0.000 ft.

• Nominal ice thickness of 2.500 in.

• Ice thickness is considered to increase with height.

• Ice density of 56.000 pcf.

• Wind speed of 46 mph is used in combination with ice.

• Temperature drop of 50.000 °F.

• Deflections calculated using a wind speed of 60 mph.

• Fatigue analysis loads are not applied.

• Musco - Wireless Structures - 120C Type Pole (Modified to 95').

• Non-linear (P-delta) analysis was used.

• Pressures are calculated at each section.

• Stress ratio used in pole design is 1.

• Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered.

Options

√ Consider Moments - Legs Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments - Horizontals √ Assume Rigid Index Plate Ignore Redundant Members in FEA Consider Moments - Diagonals √ Use Clear Spans For Wind Area SR Leg Bolts Resist Compression

Use Moment Magnification √ Use Clear Spans For KL/r All Leg Panels Have Same Allowable √ Use Code Stress Ratios Retension Guys To Initial Tension Offset Girt At Foundation √ Use Code Safety Factors - Guys √ Bypass Mast Stability Checks Consider Feed Line Torque

Escalate Ice Use Azimuth Dish Coefficients Include Angle Block Shear Check Always Use Max Kz √ Project Wind Area of Appurtenances Use TIA-222-H Bracing Resist. Exemption Kz In Exposure D Hurricane Region Alternative Appurt. EPA Calculation Use TIA-222-H Tension Splice Exemption

Include Bolts In Member Capacity Autocalc Torque Arm Areas Poles Leg Bolts Are At Top Of Section Add IBC .6D+W Combination √ Include Shear-Torsion Interaction Secondary Horizontal Braces Leg √ Sort Capacity Reports By Component Always Use Sub-Critical Flow

Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder √ Pole Without Linear Attachments SR Members Are Concentric Ignore KL/ry For 60 Deg. Angle Legs Pole With Shroud Or No Appurtenances

Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Outside and Inside Corner Radii Are Known Use Special Wind Profile √ Use Fatigue Analysis Exemption for Gh

Tapered Pole Section Geometry

Section Elevation ft

Length ft

Splice

Length ft

Number of Sides

Top

Diameter in

Bottom

Diameter in

Wall

Thickness in

Bend

Radius in

Pole Grade

L1 95.000-64.020 30.980 3.677 Round 16.360 20.700 0.239 A572-55

(55 ksi) L2 64.020-37.033 30.664 4.050 Round 19.707 24.000 0.312 A572-55

(55 ksi)

L3 37.033-2.000 39.083 Round 22.808 28.280 0.312 A572-55 (55 ksi)

Project Number 12931.BurnsHolden (Rev 2) Page 8

Tapered Pole Properties

Section Tip Dia.

Area in2

I in4 r in

C in

I/C in3

J in4

It/Q in2 w in w/t

L1 16.360 12.109 393.462 5.700 8.180 48.100 786.924 6.051 0.000 0

20.700 15.369 804.402 7.235 10.350 77.720 1608.803 7.680 0.000 0

L2 20.222 19.040 895.442 6.858 9.853 90.877 1790.884 9.514 0.000 0

24.000 23.255 1631.335 8.376 12.000 135.945 3262.670 11.621 0.000 0 L3 23.375 22.085 1397.262 7.954 11.404 122.524 2794.525 11.036 0.000 0

28.280 27.457 2684.881 9.889 14.140 189.878 5369.762 13.720 0.000 0

Tower

Elevation

Gusset Area

(per face) ft2

Gusset Thickness

Gusset Grade Adjust. Factor Af

Adjust.

Factor

Weight Mult.

Double Angle Stitch Bolt Spacing

Diagonals in

Double Angle Stitch Bolt Spacing

Horizontals in

Double Angle Stitch Bolt Spacing

Redundants in

L1 95.000- 64.020

1 1 1

L2 64.020-

37.033

1 1 1

L3 37.033- 2.000

1 1 1

Feed Line/Linear Appurtenances - Entered As Round Or Flat

Description Sector Exclude From

Torque

Calculation

Componen t

Type

Placement ft

Total Number

Number Per Row

Start/En d

Position

Width or Diamete r in

Perimete r

Weight plf

Step Bolts C Yes Surface Ar

(CaAa)

95.000 -

16.000

1 1 -0.250

0.250

0.375 2.000

Safety Line 3/8 C Yes Surface Ar (CaAa)

95.000 - 16.000

1 1 0.000 0.000

0.375 0.220

Feed Line/Linear Appurtenances - Entered As Area

Description Face or

Leg

Allow Shield

Exclude From

Torque

Calculation

Componen t

Type

Placement ft

Total Number

CAAA

ft2/ft plf

6-Pair Fiber C No Yes Inside Pole 90.000 - 2.000 3 No Ice

1/2'' Ice 1'' Ice 2'' Ice

4'' Ice

0.000

0.000 0.000 0.000

0.000

0.900

0.900 0.900 0.900

0.900 #10 AWG C No Yes Inside Pole 90.000 - 2.000 3 No Ice

1/2'' Ice

1'' Ice 2'' Ice 4'' Ice

0.000 0.000

0.000 0.000 0.000

0.900 0.900

0.900 0.900 0.900

Elliptical C No Yes Inside Pole 90.000 - 2.000 3 No Ice 1/2'' Ice 1'' Ice

2'' Ice 4'' Ice

0.000 0.000 0.000

0.000 0.000

0.340 0.340 0.340

0.340 0.340

Feed Line/Linear Appurtenances Section Areas

Sectio n

Tower Elevation

Face AR

In Face ft2

CAAA

Out Face

L1 95.000-64.020 A B C

0.000 0.000 0.000

0.000 0.000 2.324

0.000 0.000 0.000

0.000 0.000 0.236

L2 64.020-37.033 A 0.000 0.000 0.000 0.000 0.000

Project Number 12931.BurnsHolden (Rev 2) Page 9 tnxTower Report - version 8.3.1.2

Tower

Sectio n

Tower

Elevation

Face AR

In Face ft2

CAAA

Out Face

0.000

2.024

0.000

0.233 L3 37.033-2.000 A

0.000 0.000

0.000

0.000 0.000

0.000

0.000 0.000

1.577

0.000 0.000

0.000

0.272

Feed Line/Linear Appurtenances Section Areas - With Ice n

Tower

Elevation ft

Face or Leg

Ice

Thickness

In Face ft2

CAAA

Out Face

L1 95.000-64.020 A

B C

2.728 0.000

0.000 0.000

0.000

0.000 0.000

0.000

0.000 36.132

0.000

0.000 0.000

0.000

0.000 0.876

L2 64.020-37.033 A

B C

2.607 0.000

0.000 0.000

0.000

0.000 0.000

0.000

0.000 31.475

0.000

0.000 0.000

0.000

0.000 0.791

L3 37.033-2.000 A

B C

2.372 0.000

0.000 0.000

0.000

0.000 0.000

0.000

0.000 23.509

0.000

0.000 0.000

0.000

0.671

Shielding Factor Ka

Feed Line

Record No.

Description Feed Line

Segment Elev.

No Ice

Ice

L1 1 Step Bolts 64.02 - 95.00

1.0000 1.0000

L1 2 Safety Line 3/8 64.02 -

95.00

1.0000 1.0000

L2 1 Step Bolts 37.03 - 64.02

1.0000 1.0000

L2 2 Safety Line 3/8 37.03 - 64.02

1.0000 1.0000

L3 1 Step Bolts 16.00 -

37.03

1.0000 1.0000

L3 2 Safety Line 3/8 16.00 - 37.03

1.0000 1.0000

Discrete Tower Loads

Leg

Offset Type

Offsets:

Horz

Lateral

Vert ft ft ft

Azimuth Adjustmen t

Placement

Front

Side

Tarana G2 - BN3 A From Leg 1.000 0.000 0.000

0.000 90.000 No Ice 1/2'' Ice

1'' Ice 2'' Ice 4'' Ice

3.879 4.125 4.377

4.905 6.050

0.973 1.111 1.255

1.565 2.298

0.049 0.074 0.102

0.171 0.356

4' x 2'' STD Pipe A From Leg 0.500 0.000 0.000

0.000 90.000 No Ice 1/2'' Ice

1'' Ice 2'' Ice 4'' Ice

0.866 1.111 1.365

1.901 3.084

0.866 1.111 1.365

1.9…

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