AST-0749-2021 Office Use Only
J ADDITION/ALTERATION PERMIT Permit#: p 1 - 2021
APPLICATION Permit Fee: $ 1425
Town of Queensbury
742 Bay Road,Queensbury, NY 12804
Invoice#:
P:518-761-8256 www.queensbury.net
Flood Zone? Y ICI Reviewed By'
40
Project Location: 106 Luzerne Road Queensbury, New York 12804
Tax Map ID #: 309.9-2-7 Subdivis Sr I L
MAY 14 2822
PROJECT INFORMATION: TOWN OFtU _N,.
BUILDING.61-0 OD,�pSESRY
TYPE: Residential x Commercial, Proposed Use:
Single-Family Two-Family Multi-Family (# of units ) Townhouse
Business Office Retail Industrial/Warehouse Garage (# of cars )
x Other (describe U ) Modify Eligible Wireless Facility
ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE:
1st floor: 1st floor:
2nd floor: 2nd floor:
3rd floor: 3rd floor:
Basement (habitable space): Basement (habitable space):
Total sq ft: Total sq ft:
Scope of work to be done:
Install antennas,ancillary tower and ground equipment etc.at an unmanned wireless facility with no change to structure height or ground space.
Tower Scope of Work:Remove(3)antennas and(1)antenna mount.Install:(3)Panel Antennas,(1)Platform Mount,Proposed Jumpers,(6)RRUs,(1)OVP,(1)Hybrid Cabli
Ground Scope of Work:(1)Metal Platform,(1)Ice Bridge,(1)PPC,(1)Equipment Cabinet,(1)Power Conduit,(1)Telco Conduit,(1)Telco Fiber Box,(1)GPS
Unit,(1)Safety Switch(1)Fiber NID and(1)Meter in existing socket.
RECEIVED
MAY 13 2022
TOWN OF QUEENsRIJktY
PLANNING OfF)ct 4"
Addition/Alteration Application Revised January 2021
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction: $70,000
2. Source of Heat (circle one): Gas Oil Propane Solar Other N/A
Fireplaces/inserts need a separate Fuel Burning Appliances & Chimney Application
3. Are there any structures not shown on the plot plan? YES x NO Explain:
4. Are there any easements on the property? YES NO N/A
SITE INFORMATION:
• Is this a corner lot? YES x NO
• Will the grade be changed as a result of the construction? YES x NO
• What is the water source? PUBLIC PRIVATE WELL N/A
• What type of wastewater system is on the parcel? SEWER PRIVATE SEPTIC N/A
DECLARATION:
1. I acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be
completed within a 12 month period. Any changes to the approved plans prior to/during construction will require
the submittal of amended plans, additional reviews and re-approval.
2. If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of
Queensbury.After 1 year from the initial application date, 100% of the fee is retained.
3. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees
and department approval.
4. I certify that the application, plans and supporting materials are atrue and a complete statement and/or description
of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws
and ordinances, and in conformance with local zoning regulations.
5. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of
occupancy.
6. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
I have read and agree to the above:
PRINT NAME: Colin Robinson, agent for Dish Wireless LLC
r
SIGNATURE: �1.1--n' �' ' '�n' DATE: 5/10/2022
Addition/Alteration Application Revised January 2021
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
•
• Applicant:
Name(s): Colin Robinson, agent for Dish Wireless LLC
Mailing Address, C/S/Z: 100 Apollo Drive I Suite 303 I Chelmsford,MA 101824
Cell Phone: ( 360- )561-3311 Land Line: (
Email: crobinson@nbcllc.com
• Primary Owner(s):
Name(s): 106 LUZERNE ROAD,LLC
Mailing Address, C/S/Z: 443 West Mountain Rd Queensbury,NY 12804
Cell Phone: ( ) - _ Land Line: (
Email:
❑ Check if all work will be performed by property owner only
• Contractor(s): (List all additional contractors on the back of this form)
Contact Name(s): Crown Castle International
Contractor Trade:
Mailing Address, C/S/Z:
Cell Phone: ( ) Land Line:
Email:
**Workers' Comp documentation must be submitted with this application**
• Architect(s)/Engineer(s):
Business Name: French and Parrello Associates
Contact Name(s): Peter Tardy
Mailing Address, C/S/Z: 1800 Route 34 Suite 101 Wall NJ 07719
Cell Phone: ( ) Land Line: ( ) 732-312-9800
Email:
Colin Robinson,agent of Dish Wireless LLC
Contact Person for Compliance in regards to this project:
Cell Phone: ( ) 360-561-3311 Land Line: (
Email: crobinson@nbcllc.com
Addition/Alteration Application Revised January 2021
4
-PraT---t) 9t- 2O21
EcEtiV CROWN
Date: July 25, 2021 i
CASTLE
OCT 0 7 2021 Crown Castle
2000 Corporate Drive
TOBUI
p NO&ENS CODES�Y Canonsburg, PA 15317
(724)416-2000
Subject: Structural Analysis Report
Carrier Designation: DISH Network Co-Locate
Site Number: ALALB00047A
Site Name: NY-CCI-T-874643
Crown Castle Designation: BU Number: 874643
Site Name: GLENS FALLS-WEST
JDE Job Number: 651748
Work Order Number: 1998938
Order Number: 558535 Rev. 0
Engineering Firm Designation: Crown Castle Project Number: 1998938
Site Data: 106 Luzerne Road, Queensbury, WARREN County, NY
Latitude 43° 18'13.284", Longitude -73°40'45.012"
145 Foot- Monopole Tower
Crown Castle 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, under the following load case, to be:
LC5: Proposed Equipment Configuration Sufficient Capacity
This analysis has been performed in accordance with the 2020 New York State Uniform Code based upon an
ultimate 3-second gust wind speed of 109 mph. Applicable Standard references and design criteria are listed in
Section 2 -"Analysis Criteria".
Structural analysis prepared by: Roy Zhou
Respectfully submitted by:
It is a violation d cf do law"section 7 09 o the te acle 1y (\(:‘ F EEW Y
� e of the State Education Law"for any person to alter any
--)illo1n._aa ci document that bears the seal of a professional engineer.
unless the person is acting under the direction of a licensedpl... N,hN /�aribel Dentinger, P.E. professional engineer. Q ` CSenior Project Engineer ' t1• �10
Digitally signed by r lr �`f }_
tx
Maribel Maribel Dentinger C7 ��, �I WLi
ate:2021.07.25 f
"' T�m "
Dentinger( 10:39:31 04'00' FO 134717 <st•�
tnxTower Report-version 8.1.1.0
July 25, 2021
145 Ft Monopole Tower Structural Analysis CCI BU No 874643
Project Number 1998938, Order 558535, Revision 0 Page 2
TABLE OF CONTENTS
1) INTRODUCTION
2)ANALYSIS CRITERIA
Table 1 - Proposed Equipment Configuration
Table 2 -Other Considered Equipment
3)ANALYSIS PROCEDURE
Table 3 - Documents Provided
3.1)Analysis Method
3.2)Assumptions
4) ANALYSIS RESULTS
Table 4 -Section Capacity(Summary)
Table 5—Tower Component Stresses vs. Capacity—LC5
4.1) Recommendations
5)APPENDIX A
tnxTower Output
6) APPENDIX B
Base Level Drawing
7) APPENDIX C
Additional Calculations
tnxTower Report-version 8.1.1.0
July 25, 2021
145 Ft Monopole Tower Structural Analysis CCI BU No 874643
Project Number 1998938, Order 558535, Revision 0 Page 3
1) INTRODUCTION
This tower is a 145 ft Monopole tower designed by PIROD MANUFACTURES INC..
2)ANALYSIS CRITERIA
TIA-222 Revision: TIA-222-H
Risk Category: II
Wind Speed: 109 mph
Exposure Category: C
Topographic Factor: 1
Ice Thickness: 1 in
Wind Speed with Ice: 40 mph
Service Wind Speed: 60 mph
Table 1 -Proposed Equipment Configuration
Center •
Number Number Feed
Mounting Line of Antenna Antenna Model of Feed Line
Level (ft) Elevation Manufacturer
(ft) Antennas Lines Size (in)
3 I fujitsu TA08025-B604
3 fujitsu TA08025-B605
133.0 133.0 3 jma wireless IMX08FRO665-21 w/ Mount Pipe 1 1-1/2
1 raycap I RDIDC-9181-PF-48
I1 I tower mounts I Commscope MC-PK8-DSH
Table 2 -Other Considered Equipment
Center Number Number Feed
Mounting" Line of Antenna Antenna Model of Feed Line
Level (ft) Elevation Antennas Manufacturer Lines Size (in)
(ft)
I 3 I alcatel lucent RRH2X50-800
3 alcatel lucent I TD-RRH8X20-25
3 commscope I DT465B-2XR w/Mount Pipe
149.0 powerwave P40-16-XLPP-RR-A w/Mount 3 1-1/4
148.0 1
technologies Pipe 1 7/8
2 rfs celwave APXVSPP18-C-A20 w/Mount
Pipe
148.0 1 tower mount Pirod 4-way platfrom mount
3 alcatel lucent 800MHz 2X50W RRH
W/FILTER
143.0 143.0 3 alcatel lucent PCS 1900MHz 4x45W-65MHz
1 tower mounts Side Arm Mount [SO 102-3]
14.0 15.0 1 lucent KS24019-L112A w/Mount Pipe 1 1/2
14.0 I 2 I tower mounts I Side Arm Mount [SO 701-1]
3)ANALYSIS PROCEDURE
Table 3 -Documents Provided
tnxTower Report-version 8.1.1.0
July 25, 2021
145 Ft Monopole Tower Structural Analysis CCI BU No 874643
Project Number 1998938, Order 558535, Revision 0 Page 4
Document Reference Source
Tower Manufacturing Drawings I 1453715 I CCI Sites
Foundation Drawings 1453752 CCI Sites
Geotech Report I 2162089 I CCI Sites
3.1) Analysis Method
tnxTower(version 8.1.1.0), 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. When applicable, Crown Castle has
calculated and provided the effective area for panel antennas using approved methods following the
intent of the TIA-222 standard.
3.2) Assumptions
1) Tower and structures were maintained in accordance with the TIA-222 Standard.
2) The configuration of antennas, transmission cables, mounts and other appurtenances are as
specified in Tables 1 and 2 and the referenced drawings.
3) Base and flange plate design methodology of the manufacturer has been reviewed and found to
be an acceptable means of designing to resist the full capacity of the bolts and shaft.
This analysis may be affected if any assumptions are not valid or have been made in error. Crown
Castle should be notified to determine the effect on the structural integrity of the tower.
4)ANALYSIS RESULTS
Table 4-Section Capacity (Summary)
Section Elevation(ft) Component Type Size Critical P(K) SF*P allow % Pass/Fail
No. Element (K) Capacity
L1 I 145-120 Pole P24x3/8 1 I -9.995 1104.673 24.8 Pass
L2 120-100 Pole P30x3/8 2 -13.219 1376.613 33.7 Pass
L3 100-80 Pole P36x3/8 3 -17.032 1564.605 38.0 Pass
L4 80-60 Pole P42x3/8 4 -21.432 1752.313 40.5 Pass
L5 60-40 Pole P48x3/8 5 -26.419 1939.864 42.1 Pass
L6 40-20 Pole P54x3/8 6 -31.994 2127.300 43.2 Pass
L7 20-0 Pole P60x3/8 7 -38.359 2314.651 44.0 Pass
Summary
Pole(L7) 44.0 Pass
l I I Rating= 44.0 Pass
Table 5 -Tower Component Stresses vs. Capacity—LC5
Notes Component Elevation(ft) . % Capacity Pass/Fail
1, 3 I Flange Connection I 120 I 29.2 I Pass
1, 3 Flange Connection 100 40.1 Pass
1, 3 Flange Connection 80 45.2 Pass
1, 3 Flange Connection 60 47.9 Pass
1, 3 Flange Connection 40 _ 49.4 Pass I
1, 2 I Flange Connection I 20 I 43.2 I Pass
tnxTower Report-version 8.1.1.0
July 25, 2021
145 Ft Monopole Tower Structural Analysis CCI BU No 874643
Project Number 1998938, Order 558535, Revision 0 Page 5
Notes Component _ • Elevation (ft) % Capacity Pass/Fail •
1 I Anchor Rods I 0 40.8 Pass
1, 4 Base Plate 0 44.0 Pass
1 I Base Foundation (Structure) 0 35.2 Pass
1 I Base Foundation (Soil Interaction) I 0 I 48.5 I Pass•
Structure Rating(max from all;components) = 49.4%
•
Notes:
1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity
consumed.
2) Flange plates are assumed to have the same capacity as their respective shaft.
3) Flange plates are assumed to have the same capacity as their respective bolts.
4) Base plates are assumed to have the same capacity as their respective shaft.
4.1) Recommendations
The tower and its foundation have sufficient capacity to carry the proposed load configuration. No'
modifications are required at this time.
tnxTower Report-version 8.1.1.0
1800 Route 34,Suite 101
Wall Township,New Jersey 07719
T.732.312.9800
F:732.312.9801
Al fpaengineers.com
FRENCH & PARRELLO
ASSOCIATES
November 27, 2023
TOWN OF Y
742 Bay Road
Queensbury, NY 12804
Tel. (518) 761-8256
RE: Verification of Construction
1
106 Luzerne Road
Queensbury, NY 12804
FPA No. 2438H.001.057
To Whom It May Concern:
As per your request, French & Parrello Associates (FPA) has reviewed the post construction photos of the Crown
Castle communications facility at 106 Luzerne Road, Queensbury, NY 12804 for the above referenced project to
verify that the proposed modifications were constructed in accordance with the as-built construction drawings
dated January 16, 2022. Based on our review, the installation has been constructed in general conformance with
the above referenced plans.
Should you require anything further regarding the above, please do not hesitate to contact me.
"
Very truly yours, " �N
J. ¢
LLASSOCIATES �
Peter J.Tardy, PE
Senior Vice President °
NY Professional Engineering License No. 079612
EINGIIINIEEIRIING AND CONSULTING SINCE 1974