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HomeMy WebLinkAbout24-0330^
Permit #
BAYFIELD COUNTY PLANNING AND ZONING - LAND USE PERMIT APPLICATION
Property Owner:
Chequamegon Communications Cooperative, Inc d/b/a Norvado do: Guy Folsom, Senior Engineer
Authorized Agent (if applicable):
Jonathan Leeb, Authorized Agent for Verizon Wireless
Telephone Number:
715-798-7213
Telephone Number:
(847) 698-6400 Ext. 231
E-Mail Address:
gfolsom@norvado.com
E-Mail Address:
JonathanL@terraltd.com
Mailing Address:
43705 US Highway 63
Mailing Address:
600 Busse Highway
City, State, Zip:
Cable, Wl 54821
City, State, Zip:
Park Ridge, IL 60068
Contractor:
Garry Critchlow, Construction Engineer, Verizon Wireless
Telephone Number:
(281)995-3829
E-Mail Address:
garry.rn.critchlow@verizonwireless.com
Project Address (if different from mailing address):
67085 W Spider Lake Rd, Iron River, Wl, 54847
Legal Description (if additional space is needed, attach a separate sheet):
A part of the Southwest Quarter (SW1/4) of the Southeast Quarter (SE1/4) of Section Eighteen (18). Township Forty-Seven (47) North. Range Eight (8) West, Town of Iron River, BayfieU County, Wisconsin. containing 720 squara feet (0.017 acres) of land
Section, Township, Range:
Section Eighteen (18), Township Forty-Seven (47) North, Range Eight (8) West
Town of:Iron River
Tax ID #:19478 Lot Size (Acres/Square Feet):
720 SF (VZW Lease Area)
Project Description (Detached garage, deck, bunkhouse, mobile home, etc.):
Modification to Class 2 Collocation, per attached piam
Proposed Use:
D Residential
D Commercial
D Municipal
"Mobile Support Structure'
Proposed Project:
D New Construction
BAddition/Alteration
D Change/New Use
D Relocate (existing structure)
Structure Type:
D Residence
D Accessory
\2 Other (explain)
Existing Mobile Support Structure
Foundation Type:
D Basement
D Crawlspace
D Slab
Gl Other N/A
l^^'^nl&esftsciuiaK^^
Basement:
N/A
1st Floor:
N/A
2nd Floor:
N/A
3rd Floor:
N/A
Total Square Footage:
138' (Existing VZW Equipment Platform)
Overall Height (finished grade to peak):
13' (Existing VZW Equipment Platform)
Estimated Construction Cost (to nearest dollar):
$15,000
Bl Existing - Type N/A
1) Will this be the first structure on the site? D Yes Q No
2) What is the total number of bedrooms on the property once this project is complete N/A
3) Is there a proposed/existing sanitary system on the property? D Proposed - Type.
4) Will any of the following occur within the proposed prqject/structure?
D New Electrical Installation D New Plumbing Installation D Sleeping **N/A**
5) Has the location of the proposed project been staked including structure, sanitary system, and well? D Yes D No
6) If required, who marked the property lines? D Applicant/Property Owner D Licensed Surveyor **N/A**
7) Is the property in the shoreland, within 300 feet of a river/stream/landward side offloodplain or 1000 feet of a
lake/pond/flowage? D Yes D No D Unsure **N/A**
8) Is there wetland located on or near the property? D Yes D No D Unsure
9) Is there floodplain located on or near the property? D Yes D No D Unsure
"N/A*
**N/A**
**N/A**
10) Is this project associated with any of the following: D Rezone D Conditional Use D Special Use D Variance **
11) Did you contact the town to see if any permits/'requirements apply to your project? 0 Yes D No
5
N/A*
SITE PLAN
*SEE ATTACHED*
All applicable setbacks need to be shown on the site plan
and noted below (in feet)
County Use Only - verified setbacks
Road Centerline/Right-of-Way
North Lot Line
South Lot Line
West Lot Line
East Lot Line
Septic/Holding Tank
Drainfield
Privy
Well
Existing Structure/Building
Wetland
Elevation of'Floodplain
Ordinary High-Water Mark(OHWM)
Other
260 ft.
308 ft.
332 ft.
432 ft.
230 ft.
N/A ft.
N/A ft.
N/A
N/A ft.
N/A
N/A
N/A ft.
N/A ft.
N/A ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
Notes/Comments:
NOTE: Please indicate "see attached" on this page if submitting site plan as a separate document.
FLOOR PLAN
Indicate Floor: D Basement D 1st Floor D Loft D 2nd Floor D 3rd Floor ffl Other
*SEE ATTACHED**
All applicable
dimensions need to be
shown on the floor
plan and noted below
Floor
with Porch 1
with Porch 2
with Deck 1
with Deck 2
with Attached Garage
with Other
Dimensions
(in feet)
x
x
x
x
x
12' Xn'e"
Square
Footage
sq.ft.
sq.ft.
sq. ft.
sq. ft.
sq.ft.
sq.ft.
138 sq.ft.
County Use Only
Dimensions
(in feet)
x
x
x
x
x
x
x
Square
Footage
sq.ft.
sq.ft.
sq.ft.
sq.ft.
sq.ft.
sq.ft.
sq.ft.
Comments/Notes:
NOTE: Please indicate "see attached" on this page if submitting door plan/s as a separate document.
LAND USE PERMIT APPLICATION REVIEW
The following items are included with the application:
D Site Plan
D Building Elevations
a Floor Plan/s
D Fees
All Land Use Permits expire Two (2) Years from the date of issuance if construction or use has not begun. Sanitary Permit, if
required, issuance needs to occur prior to Land Use Permit issuance. Failure to obtain a permit or starting construction without a
permit will result in penalties.
The local Town, Village, City, State or Federal agencies may also require permits. The construction of one- & two-family dwellings
and new plumbing/electrical installation for residential use structures (accessory/principal) require review and approval by the local
Uniform Dwelling Code (UDC) authority. All municipalities are required to enforce the UDC.
If subject property is part of a Condominium Plat, applicant hereby certifies and represents that applicant has all necessary approvals
and recorded documents required to complete the project for which this permit is sought including requirements set forth in Wisconsin
statutes pertaining to condominium associations, the Declaration of the Condominium Association in which the property is located,
and all other rules, regulations and requirements pertaining to that Condominium Association.
You are responsible for complying with state and federal laws concerning construction near or on wetlands, lakes, and streams.
Wetlands that are not associated with open water can be difficult to identify. Failure to comply may result in removal or modification
of construction that violates the law or other penalties or costs. For more information, visit the Department of Natural Resources
wetlands identification web page, dnr.wi.gov/topic/wetlands, or contact a Department of Natural Resources service center (715)685-
2900.
I (we) declare that this application, including any accompanying information, has been examined by me (us) and to the best of my
(our) knowledge and belief it is true, correct, and complete. I (we) acknowledge that I (we) am (are) responsible for the detail and
accuracy of all information that I (we) are providing and that will be relied upon by Bayfield County in determining whether to issue a
permit. 1 (we) further accept liability which may be a result ofBayfieId County relying on this information I (we) are providing in or
with this application. I (we) consent to county officials charged with administering county ordinances to have access to the above-
described property at any reasonable,time for the purpose of inspection.
Owner/s or Authorized Agent:^^*^^ ^^- <7^ b&hdlf of ftPph'Can^ Date: ^//•?/A</
NOTE: If you are signing q^jKehalfofthe o^<ner(s) a letter of authorization must accompany this application
Address to Send Permit: c/o: Terra Consulting Group, 600 Busse Hwy, Park Ridge, IL 60068
K 32 W 273 Army Trail Road, Suite # 100, Wayne, IL 60184
HUTTER TRANKINA ENGINEERING phone: 630-513-67U
CONSULTING STRUCTURAL ENGINEERS htedesign.com
June 11,2024
Mr. Ary Utomo
Terra Consulting Group, Ltd.
600 Busse Highway
2nd Floor
Park Ridge, IL 60068-2568
Re: VZN: Iron River H
Loc. # 5000022794 / Terra # 1242473
Hutter Trankina # 24097
Dear Mr. Utomo:
Per your request, we have designed reinforcement the above-referenced tower, which is
located at 67085 West Spider Lake Road in Iron River, Wisconsin. The following paragraphs
summarize our fmdings.
PURPOSE
The purpose of this analysis was to design reinforcement for the existing tower to resist new
and existing equipment loads as specified by Verizon.
DESCRIPTION
• Tower
The tower is 3 80'-0" tall, 3-sided, 3 ft. wide guyed tower. The original tower is
comprised of round solid members of different sizes. The original tower model was
based on the PiRod drawings dated 1/3/85.
• Tower Modifications
The tower has been reinforced in 2017 and 2022. The tower modifications are based
on drawings and analysis report by Edge Consulting Engineers Inc., and Fullerton
Engineering Consulting LLC. dated 3/1/17 and 9/23/22, respectively.
• Foundation
The center guy mast is supported by a 2 ft. round pier that sits on is an 8 ft.
square, 1.5' ft. thick, reinforced square footing that bears 4 ft. below grade.
Reinforced concrete deadmans of different dimensions support the guy anchor
points at 152 ft. and 304 ft. guy radii. Foundation information was obtained from
the original drawings and soils report prepared by PiRod drawings and Edge
Consulting Engineers Inc. dated 1/3/85 and 7/23/12, respectively.
Page 2
June 11, 2024
VZN - Iron River 11
LOG. #5000022794
TCG # 1242473
Hutter Trankina # 24097
ANTENNA CONFIGURATION
The following antenna layout was employed in the analysis:
Elevation
388'
380'
380'
370'
335.5'
31F-357'
302'
290'
281'
276'
260'
191'
191'
156'
94'
Antenna or Appurtenance
20' Dipole
Beacon
Lightning Rod
Commscope FFVV-65C-R3
Nokia AEHC
NokiaAHFIG
Nokia AHLOA
Raycap RTH-2090-HC
Raycap RNSNDC-7771-PF-48
Sector Mounts
21'Whip
6-Ring/Array Broadcast Antenna
6' Yagi Antenna
Commscope NHH-65C-R2B
Ericsson AIR 6419
Ericsson RRU 4490
Ericsson RRU 4890
Raycap RVZDC-3315-PF-48
Reinforced Sector Mounts
Beacons
Andrew P6-65D-1 Dish
20' Dipole
Beacon
20' Dipole
20' Dipole
Beacons
Otv.
1
1
1
3
3
3
3
^>J
3
3
1
1
1
6
3
3
3
2
3
0J
1
1
1
1
1
3
Coax Dia.
P/8"
0.6"
15/8"
7/8"
2V4"
7/8"
15/8"
72"
EW63
7/8"
0.6
7/8"
7/8"
',2"
Coax Otv.
1
1
2
1
1
1
2
1
2
1
1
1
1
1
Comments
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Proposed
Proposed
Proposed
Proposed
Proposed
Proposed
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing antenna and coax configurations were obtained from the antenna inventory report
prepared by HighTower Solutions, Inc. dated 4/12/24.
Page 3
June 11, 2024
VZN-Iron River II
Loc. #5000022794
TCG # 1242473
Hutter Trankina # 24097
ANALYSIS PROCEDURE AND RESULTS
The existing structure was subjected to the TIA/EIA-222-H Code standards. The following
three (3) loading cases were considered:
I. Forces due to an ultimate wind speed of 106 mph;
II. Forces due to a wind speed of 50 mph in conjunction with 1.5" ice build-up around
all elements; and
III. Service wind of 60 mph.
The following stress ratios were determined:
Tower
Mast Foundation
Guy Anchor Foundation
CONCLUSION
104%
97%60%
Based on the performed calculations, the existing tower will be structurally acceptable after
the successful installation of the reinforcement shown on the attached drawing.
Should you have any questions regarding this report or require further analysis, please feel free
to contact us.
Sincerely,
•iu^t
Ulises Vazquez
Project Engineer
Attachment: S-l
John L. Trankina
President
\^•>^ —•'^'KY'-','^0^^^
'.".r-"^
NOTE: SOME EXISTINGPIPE REINFORCEMENTNOT SHOWN FOR CLARITY
DETAIL
SCALE: 3/4"= 1'-0"
EXISTING
TOWER LEG
EXISTING VzPIPE REINF
1-H
1R
WELD TOP & BOTTOM OF
EXISTING Vz PIPE TO TOWERLEGS PER DETAIL 7/S-1
H
19.3'
Tower Reinforcement
9
Verizon Loc. #
Iron River II
67085 West Spider Lake
Iron River^ Wiscoesm
June 11, 2024
PREPARED BY:
HUTTER TRANKINA ENGmEERING
32 W 273 Army Trail Road, Suite 100, Wayne, IL 60184
Phone: 630=513-6711 Fax: 630-513-2925
h'tedesign.com
Project # 24097
HTE
Hutter Trankina Engineering
32W273 Army Trail Road
Wayne, IL 60184
Phone: 630-513-6711
FAX:
Job
VZN - 5000022794 - Iron River 11
Project
24097
Client
TCG# 1242473
Page
1 of 22
Date
09:21:1506/11/24
Designed by
Ulises Vazquez
Tower Input Data
The main tower is a 3x guyed tower with an overall height of 380.00 ft above the ground line.
The base of the tower is set at an elevation of 0.00 ft above the ground line.
The face width of the tower is 3.00 ft at the top and 0.50 ft at the base.
This tower is designed using the TIA-222-H standard.
The following design criteria apply:
Tower base elevation above sea level: 1149.00 ft.
Basic wind speed of 106 mph.
Risk Category II.
Exposure Category C.
Simplified Topographic Factor Procedure for wind speed-up calculations is used.
Topographic Category: 1.
Crest Height: 0.00 ft.
Nominal ice thickness of 1 .5000 in.
Ice thickness is considered to increase with height.
Ice density of 56 pcf.
A wind speed of 50 mph is used in combination with ice.
Temperature drop of 50 °F.
Deflections calculated using a wind speed of 60 mph.
Tension only take-up is 0.0312 in.
Pressures are calculated at each section.
Stress ratio used in tower member design is 1.
Safety factor used in guy design is 1.
Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered.
HTE
Hutter Trankina Engineering
32W273 Army Trail Road
Wayne, IL 60184
Phone: 630-513-6711
FAX:
Job
VZN - 5000022794 - Iron River 11
Project
24097
Client TCG# 1242473
Page
2 of 22
Date
09:21:1506/11/24
Designed by
Ulises Vazquez
Wind 180
Corner & Starmount Guyed Tower
HTE
Hutter Trankina Engineering
32W273 Army Trail Road
Wayne, IL 60184
Phone: 630-513-6711
FAX:
Job
VZN - 5000022794 - Iron River II
Project
24097
Client TCG # 1242473
Page
3 of 22
Date
09:21:1506/11/24
Designed by
Ulises Vazquez
Wind 180
Tower
Section
T1-T4
T5T6
T7
T8T9
T10
TH
T12
T13
T14
T15T16
T17T18
T19
Tower
Elevation
A
380.00-300.00
300.00-297.00
297.00-280.00
280.00-260.00
260.00-240.00
240.00-230.00
230.00-220.00
220.00-200.00
200.00-180.00
180.00-160.00
160.00-150.00
150.00-140.00
140.00-120.00
120.00-100.00
100.00-80.00
80.00-63.00
Tower Section Geometry
Assembly Description Section
Database Width
JL
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
Number
of
Sections
4
1
11
1
1111I
1111
1
1
Section
Length
JL20.00
3.00
17.00
20.00
20.00
10.00
10.00
20.00
20.00
20.00
10.00
10.00
20.00
20.00
20.00
17.00
HTE
Hutter Trankina Engineering
32 W273 Army Trail Road
Wayne, IL 60184
Phone: 630-513-6711
FAX:
Job
VZN - 5000022794 - Iron River II
Project
24097
Client TCG# 1242473
Page
4 of 22
Date
09:21:1506/11/24
Designed by
Ulises Vazquez
Tower
Section
Tower
Elevation
/'
Assembly
Database
Description Section
Width
JL
Number
of
Sections
Section
Length
_ft_T20
T21
T22
T23T24
T25
63.00-60.00
60.00-40.00
40.00-20.00
20.00-5.33
5.33-1.77
1.77-0.00
3.00
3.00
3.00
3.00
3.00
1.33
11
1
1
11
3.00
20.00
20.00
14.67
3.56
1.77
Tower
Section
T1-T4
T5
T6T7T8
T9
T10
TH
T12
T13T14
T15T16T17T18
T19
T20T21
T22T23
T24
T25
Tower
Elevationft
T1-T4
380.00-300.00
T5 300.00-297.00
T6 297.00-280.00
T7 280.00-260.00
T8 260.00-240.00
T9 240.00-230.00
Tower
Elevation
ft
380.00-300.00
300.00-297.00
297.00-280.00
280.00-260.00
260.00-240.00
240.00-230.00
230.00-220.00
220.00-200.00
200.00-180.00
180.00-160.00
160.00-150.00
150.00-140.00
140.00-120.00
120.00-100.00
100.00-80.00
80.00-63.00
63.00-60.00
60.00-40.00
40.00-20.00
20.00-5.33
5.33-1.77
1.77-0.00
Leg
Type
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Tower Section Geometry
Diagonal
Spacing
A.2.33
2.25
2.03
2.33
2.33
2.33
2.33
2.33
2.33
2.33
2.33
2,33
2.33
2.33
2.33
2.33
2.33
2.33
2.33
2.33
1.78
1.77
Bracing
Type
X Brace
X Brace
X Brace
TX Brace
X Brace
TX Brace
X Brace
X Brace
X Brace
X Brace
X Brace
TX Brace
TX Brace
X Brace
X Brace
X Brace
X Brace
X Brace
X Brace
X Brace
X Brace
X Brace
Has; Has
(cont'd)
Top Girl
K Brace Horizontals Offset
EndI
Panels
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
Steps
No
Yes
Yes
Steps
Yes
Steps
Steps
Steps
Steps
Steps
Yes
Yes
Yes
Yes
Yes
No
Steps
Steps
Steps
Yes
Yes
in
8.0160
8.0160
1.0000
8.0160
8.0160
8.0160
0.0000
8.0160
8.0160
8.0160
8.0160
0.0000
8.0160
8.0160
8.0160
8.0160
0.0000
8.0160
8.0160
8.0160
0.0000
0.0000
Tower Section Geometry (cont'd)
Leg
Size
1 1/2
1 1/2
1 1/2
1 1/2
1 3/4
13/4
Leg
Grade
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50(50 ksi)
A572-50
(50 ksi)A572-50
Diagonal
Type
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Diagonal
Size
7/8
9/16
9/16
9/16
7/8
7/8
Bottom Girl
Offset
in
8.0160
1.0000
8.0160
8.0160
8.0160
0.0000
8.0160
8.0160
8.0160
8.0160
0.0000
8.0160
8.0160
8.0160
8.0160
0.0000
8.0160
8.0160
8.0160
0.0000
0.0000
0.0000
Diagonal
Grade
A572-50
(50 ksi)A36
(36 ksi)A36
(36 ksi)A36(36 ksi)
A572-50
(50 ksi)A572-50
HTE
Hutter Trankina Engineering
32W27 '3 Army Trail Road
Wayne, IL 60184
Phone: 630-513-6711
FAX:
Job
VZN - 5000022794 - Iron River II
Project
24097
Client TCG# 1242473
Page
5 of 22
Date
09:21:1506/11/24
Designed by
Ulises Vazquez
Tower
ElevationJL
Leg
Type
Leg
Size
Leg
Grade
Diagonal
Type
Diagonal
She
Diagonal
Grade
T10
230.00-220.00
TH
220.00-200.00
T12
200.00-180.00
T13
180.00-160.00
T14
160.00-150.00T15
150.00-140.00
T16
140.00-120.00
T17
120.00-100.00
T18 100.00-80.00
T19 80.00-63.00
T20 63.00-60.00
T2! 60.00-40.00
T22 40.00-20.00
T23 20.00-5.33
T24 5.33-1.77
T25 1.77-0.00
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
13/4
13/4
1 3/4
13/4
1 3/4
1 3/4
1 3/4
1 3/4
1 3/4
13/4
2
2
2
2
2
2
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50(50 ksi)
A572-50
(50 ksi)A572-50
(50 ksi)
A572-50(50 ksi)
A572-50
(50 ksi)A572-50
(50 ksi)
A572-50
(50 ksi)A572-50
(50 ksi)
A572-50(50 ksi)
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Flat Bar
7/8
9/16
9/16
9/16
9/16
9/16
9/16
9/16
9/16
9/16
9/16
9/16
9/16
9/16
9/16
5x1/2
(50 ksi)A572-50
(50 ksi)A36(36 ksi)
A36(36 ksi)A36(36 ksi)A36
(36 ksi)A36(36 ksi)A36
(36 ksi)A36(36 ksi)A36(36 ksi)A36
(36 ksi)A36(36 ksi)A36
(36 ksi)A36(36 ksi)A36(36 ksi)A36
(36 ksi)A36(36 ksi)
Tower
ElevationJLT1-T4
380.00-300.00
T5 300.00-297.00
T6 297.00-280.00
T7 280.00-260.00
T8 260.00-240.00
T9 240.00-230.00
T10
230.00-220.00TH
220.00-200.00
T12
Top Girt
Type
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Tower
Top Girl
Size
7/8
7/8
7/8
7/8
7/8
7/8
7/8
7/8
7/8
Section
Top Girt
Grade
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)A572-50
(50 ksi)
A572-50
(50 ksi)A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
Geometry
Bottom Girt
Type
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
(cont'd)
Bottom Girt
Size
7/8
7/8
7/8
7/8
7/8
7/8
7/8
7/8
Bottom Girl
Grade
A572-50
(50 ksi)A572-50
(50 ksi)
A572-50(50 ksi)
A572-50
(50 ksi)A572-50
(50 ksi)
A572-50
(50 ksi)A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
HTE
flutter Trankina Engineering
32W273 Army Trail Road
Wayne, IL 60184
Phone: 630-513-6711
FAX:
Job
VZN - 5000022794 - Iron River 11
Project
24097
Client TCG# 1242473
Page
6 of 22
Date
09:21:1506/11/24
Designed by
Ulises Vazquez
Tower
ElevationJL
Top Girt
Type
Top Girt
See
Top Girl
Grade
Bottom Girt
Type
Bottom Girt
Size
Bottom Girt
Grade
200.00-180.00
T13
180.00-160.00T14
160.00-150.00
T15
150.00-140.00T16
140.00-120.00
T17
120.00-100.00
T18 100.00-80.00
T19 80.00-63.00
T20 63.00-60.00
T2160.00-40.00
T22 40.00-20.00
T23 20.00-5.33
T24 5.33-1.77
T25 1.77-0.00
Solid Round
Solid Round
Equal Angle
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
7/8
7/8
L3x3x3/16
7/8
7/8
7/8
7/8
7/8
7/8
7/8
3/4
3/4
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)A36
(36 ksi)A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)A572-50
(50 ksi)
A572-50
(50 ksi)A572-50
(50 ksi)
A572-50(50 ksi)
A572-50
(50 ksi)
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Flat Bar
7/8
7/8
7/8
7/8
7/8
7/8
7/8
7/8
5x1/2
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)A572-50
(50 ksi)
A572-50(50 ksi)
A572-50
(50 ksi)A36(36 ksi)A36
(36 ksi)
Tower Section Geometry (cont'd)
Tower
Elevation
A
No.
ofMid
Girls
Mid Girl
Type
MidGirt
See
Mid Girl
Grade
Horizontal
Type
Horizontal
Are
Horizontal
Grade
T1-T4
380.00-300.00
T5 300.00-297.00
T6 297.00-280.00
T7 280.00-260.00
T8 260.00-240.00
T9 240.00-230.00
T10
230.00-220.00
TH
220.00-200.00
T12
200.00-180.00T13
180.00-160.00
T14
160.00-150.00
1
1
1
1
1
None
None
1
1
1
None
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
7/8
7/8
7/8
7/8
7/8
7/8
7/8
7/8
A572-50
(50 ksi)
A572-50
(50 ksi)A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)A572-50
(50 ksi)
A572-50
(50 ksi)
Solid Round
Equal Angle
Equal Angle
Equal Angle
Solid Round
Equal Angle
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
3/4
L3x3x3/16
3/4
L3x3x3/16
3/4
3/4
3/4
3/4
3/4
A572-50
(50 ksi)A36
(36 ksi)A36(36 ksi)A36
(36 ksi)A572-50
(50 ksi)A36(36 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)A572-50
(50 ksi)
A572-50(50 ksi)
HTE
Hutter Trankina Engineering
32W273 Army Trail Road
Wayne, IL 60184
Phone: 630-513-6711
FAX:
Job
VZN - 5000022794 - Iron River II
Project
24097
Client TCG# 1242473
Page
7 of 22
Date
09:21:1506/11/24
Designed by
Ulises Vazquez
Tower
Elevation
ft
No.
ofMid
Girts
MidGirt
Type
Mid Gin
Size
MidGirt
Grade
Horizontal
Type
Horizontal
Size
Horizontal
Grade
T15
150.00-140.00
T16
140.00-120.00
T17
120.00-100.00
T18 100.00-80.00
T21 60.00-40.00
T22 40.00-20.00
T23 20.00-5.33
T24 5.33-1.77
T25 1.77-0.00
None
1
1
1
1
1
1
None
None
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
7/8
7/8
7/8
7/8
7/8
7/8
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
Equal Angle
Equal Angle
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
L3x3x3/16
L3x3x3/16
3/4
3/4
3/4
3/4
3/4
A36(36 ksi)
A36(36 ksi)
A572-50(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)A572-50
(50 ksi)
A572-50(50 ksi)
A572-50
(50 ksi)
Tower Section Geometry (cont'd)
Tower
Elevation
ft_
T6 297,00-280.00
T7 280.00-260.00
T9 240.00-230.00
T15
150.00-140.00
T17
120.00-100.00
T18 100.00-80.00
T19 80.00-63.00
Secondary
Horizontal Type
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Secondary Horizontal
She
1
1
1
1
3/4
3/4
3/4
Secondary
Horizontal
Grade
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50(50 ksi)
A572-50
(50 ksi)
Inner Bracing
Type
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Inner Bracing Si:e Inner Bracing
Grade
A572-50(50 ksi)
A572-50
(50 ksi)A572-50
(50 ksi)
A572-50
(50 ksi)A572-50
(50 ksi)
A572-50(50 ksi)
A572-50
(50 ksi)
Tower Section Geometry (cont'd)
Tower
Elevation
ft_
T1-T4
380.00-300.00
T5
300.00-297.00
Gussel
Area
(per face)
ff
0.00
0.00
Gvsset
Thickness
in
0.0000
0.0000
Gusset Grade
A36(36 ksi)A36
(36 ksi)
Adjust. Factor
Af
1
1
Adjust.
Factor
Ar
1
1
Weight Mnlt.
1.02
1.02
Double Angle
Stitch Bolt
Spacing
Diagonals
m
36.0000
36.0000
Double Angle
Stitch Bolt
Spacing
Horizontals
m
36.0000
36.0000
Double Angle
Stitch Bolt
Spacing
Rednndants
in
36.0000
36.0000
HTE
Hutter Trankina Engineering
32W273Army Trail Road
Wayne, IL 60184
Phone: 630-513-6711
FAX:
Tower
Elevation
fi_T6
297.00-280.00
T7
280.00-260.00
T8
260.00-240.00T9
240.00-230.00
T10
230.00-220.00TH
220.00-200.00
T12
200.00-180.00T13
180.00-160.00
T14
160.00-150.00
T15
150.00-140.00T16
140.00-120.00
T17
120.00-100.00T18
100.00-80.00T19
80.00-63.00T20
63.00-60.00T21
60.00-40.00
T22
40.00-20.00
T23 20.00-5.33
T24 5.33-1.77
T25 1.77-0.00
Tower
Elevation
/'
TI-T4
380.00-300.00T5
300.00-297.00T6
297.00-280.00
Giisset
Area
(per face)
Jf_
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Calc
K
Single
Angles
Yes
Yes
Yes
Giisset
Thickness
in
0.3750
0.0000
0.3750
0.0000
0.0000
0.0000
0.0000
0.0000
0.3750
0.3750
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Calc
K
Solid
Rounds
Yes
Yes
Yes
Job
Project
Client
VZN - 5000022794
Gnsset Grade Adjust. Factor
A36
(36 ksi)A36
(36 ksi)A36(36 ksi)A36
(36 ksi)A36(36 ksi)A36
(36 ksi)A36(36 ksi)A36
(36 ksi)A36
(36 ksi)A36(36 ksi)A36
(36 ksi)A36(36 ksi)A36
(36 ksi)A36
(36 ksi)A36(36 ksi)A36
(36 ksi)A36(36 ksi)A36
(36 ksi)A36(36 ksi)A36(36 ksi)
Af
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Tower Section
Legs X
Brace
Diags
x
Y
1 1
1
1 0.5
0.51 11
K
Brace
DiagsxY
11
1111
24097
Iron River
TCG # 1242473
Adjust.
Factor
Ar
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Weight Mnlt.
1.02
1.02
1.02
1.02
1.02
1.02
1.02
1.02
1.02
1.02
1.02
1.02
1.02
1.02
1.02
1.02
1.02
1.02
1.02
1.02
II
Double Angle
Stitch Bolt
Spacing
Diagonals
m
36.0000
36.0000
36.0000
36.0000
36.0000
36.0000
36.0000
36.0000
36.0000
36.0000
36.0000
36.0000
36.0000
36.0000
36.0000
36.0000
36.0000
36.0000
36.0000
36.0000
Geometry (cont'd)
K Factors'
Single
Diags
xY
11
1111
Girls
xr
11
1111
Horc.
xY
111
1
HTE
Hotter Trankina Engineering
32W273 Army Trail Road
Wayne, IL 60184
Phone: 630-513-6711
FAX:
Job
VZN - 5000022794 - Iron River II
Project
24097
Client
TCG # 1242473
Page
9 of 22
Date
09:21:1506/11/24
Designed by
Ulises Vazquez
Tower
Elevation
JL
Calc
K
Single
Angles
CalcK
Solid
Rounds
Legs x
Brace
Diags
x
Y
K
Brace
Diags
x
Y
K Factors'
Single Girls
Diags
x x
Y Y
Horiz.
x
r
Sec.
Hori:.
x
r
Inner
Brace
x
Y
T7
280.00-260.00
T8
260.00-240.00
T9
240.00-230.00T10
230.00-220.00
TH
220.00-200.00
T12
200.00-180.00T13
180.00-160.00T14
160.00-150.00T15
150.00-140.00
T16
140.00-120.00T17
120.00-100.00
T18
100.00-80.00T19
80.00-63.00T20
63.00-60.00
T21
60.00-40.00T22
40.00-20.00
T23
20.00-5.33
T24 5.33-1.77
T25 1.77-0.00
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
1
1
1
1
1
1
1
1
1
1
1
1
1.05
1.05
1.05
1.05
1.05
1.05
1.05
Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the ont-of-plane direction applied to
the overall length.
Tower Section Geometry (cont'd)
Tower
Elevationft
Leg
\Net
Deduct
in
Diagonal Top Girt
WidthV^et Width U
Deduct
in
Wet Width
Deduct
in
u [Neimdth U
Deduct
Bottom Girl Mid Girt \Long Horizontal
Net Width U
Deduct
\Short Horizontal
Net Width U
Deduct
Net Width U
Deduct
T1-T4
380.00-300.00
T5 300.00-297.00
T6 297.00-280.00
T7 280.00-260.00
0.0000 1
0.0000 1
0.0000 1
0.0000 1
0.0000 1
0.0000 0.75|
0.0000 0.75|
0.0000 0.751
0.0000 1
0.0000 0.75
0.0000 0.75
0.0000 0.75
0.0000 1
0.0000 0.75|
0.0000 0.75|
0.0000 0.75|
0.0000 1
0.0000 0.75]
0.0000 0.75|
0.0000 0.75|
0.0000 1 0.0000 1
0.0000 0.75
0.0000 0.75
0.0000 0.75
0.0000 0.75
0.0000 0.75
0.0000 0.75
HTE
Hutter Trankina Engineering
32W273 Army Trail Road
Wayne, IL 60184
Phone: 630-513-6711
FAX:
Job
VZN - 5000022794 - Iron River II
Project
24097
Client TCG# 1242473
Page
10 of 22
Date
09:21:1506/11/24
Designed by
Ulises Vazquez
Tower
Elevationft
T8 260.00-240.00
T9 240.00-230.00
T10230.00-220.0(
TH 220.00-200.0(
Tl2200.00-180.0t
T13 180.00-160.0(
T14 160.00-150.0(
T15 150.00-140.0C
T16 140.00-120.0C
T17 120.00-100.0C
T18 100.00-80.00
T19 80.00-63.00
T20 63.00-60.00
T2160.00-40.00
T22 40.00-20.00
T23 20.00-5.33
T24 5.33-1.77
T25 1.77-0.00
Leg
Ve< mdthl
Deduct
in
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1
1
]
1
1
1
1
1
I
1
1
1111
11
1
Diagonal
Vet Width U
Deduct
in
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.7:
0.7:
0.7:
0.7;
0.7:
0.7;
0.7;
0.7;
0.7;
0.7;
0.7;
0.7'
0.7'
0.7:
0.7t
0.7;
0.7'
0.7-
Top Girl
Net Width
Deduct
m
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
u
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
Bottom Girl
Net Width U
Deduct
in
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.7:
0.7:
0.7;
0.7;
0.7;
0.7;
0.7;
0.7;
0.7;
0.7;
0.7-
0.7;
0.7'
0.7'
0.7<
0.7°
0.7;
0.7<
Mid Girl
Vet Width U
Deduct
in
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.7;
0.7:
0.7:
0.7;
0.7;
0.7;
0.7;
0.7;
0.7;
0.7'
0.7'
0.7i
0.7'
0.7;
0.7'
0.7'
0.7s
0.7<
'.ong Horii
Net Width
Deduct
in
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
:onta
u
0.7s
0.7s
0.7<
0.7<
0.7;
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
?Aort Horizontal
Net Width
Deduct
in
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
u
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
Tower Section Geometry (cont'd)
Tower
Elevation
/'
T1-T4
380.00-300.00
T5
300.00-297.00
T6
297.00-280.00T7
280.00-260.00T8
260.00-240.00
T9
240.00-230.00T10
230.00-220.00
TH
220.00-200.00
T12
200.00-180.00
T13
180,00-160.00
T14
160.00-150.00T15
150.00-140.00
T16
140.00-120.00
T17
120.00-100.00
Leg
Connection
Type
Sleeve DS
Sleeve DS
Sleeve DS
Sleeve DS
Sleeve DS
Sleeve DS
Sleeve DS
Sleeve DS
Sleeve DS
Sleeve DS
Sleeve DS
Sleeve DS
Sleeve DS
Sleeve DS
Leg
Bolt Si:e
in
0.5625
A325N
0.5625A325N
0.5625
A325N
0.6250A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250A325N
No.
3
3
0
4
4
0
4
4
4
4
0
4
4
4
Diagonal
Bolt See
in
0.6250
A325X
0.6250A325N
0.6250
A325N
0.6250A325N
0.6250
A325N
0.6250
A325N
0.6250A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250A325N
0.6250
A325N
0.6250
HTE
Hutter Trankina Engineering
32W273 Army Trail Road
Wayne, IL 60184
Phone: 630-513-6711
FAX:
Job
VZN - 5000022794 - Iron River II
Project
24097
Client TCG # 1242473
Page
11 of 22
Date
09:21:1506/11/24
Designed by
Ulises Vazquez
Tower
Elevationft
T18
100.00-80.00T19
80.00-63.00
T20
63.00-60.00T21
60.00-40.00
T22
40.00-20.00
T23 20.00-5.33
T24 5.33-1.77
T25 1.77-0.00
Leg
Connection
Type
Sleeve DS
Sleeve DS
Sleeve DS
Sleeve DS
Flange
Flange
Flange
Flange
Leg
Bolt She
m
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250A325N
No.
4
0
4
4
4
0
0
0
Diagonal
Bolt Size
in
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250A325N
0.6250
A325N
0.6250
A325N
No.
0
0
0
0
0
0
0
0
Top Girl
Bolt Size
in
0.6250A325N
0.6250
A325N
0.6250A325N
0.6250A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250A325N
No.
0
0
0
0
0
0
0
0
Bottom Girt
Bolt See
in
0.6250A325N
0.6250
A325N
0.6250A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250A325N
No.
0
0
0
0
0
0
0
0
Mid Girt
Bolt See
in
0.6250A325N
0.6250
A325N
0.6250A325N
0.6250
A325N
0.6250
A325N
0.6250A325N
0.6250
A325N
0.6250
A325N
No.
0
0
0
0
0
0
0
0
Long Horizontal
Bolt Size
in
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250A325N
0.6250
A325N
0.6250A325N
0.6250
A325N
0.6250
A325N
No.
0
0
0
0
0
0
0
0
Short Horizontal
Bolt Size
in
0.6250
A325N
0.6250A325N
0.6250
A325N
0.6250A325N
0.6250
A325N
0.6250A325N
0.6250A325N
0.6250
A325N
No.
0
0
0
0
0
0
0
0
Giy
Elevation
A363.001
310
236
180.668
120.668
60.668
Giiy
Elevation
/(
363.001
310
Giiy
Grade
EHS
EHS
EHS
EHS
EHS
EHS
ABc
A
BcAB
c
ABcA
B
cA
B
c
Mount
Type
Torque Arm
Comer
Giy
See
9/169/169/16
5/8
5/85/81/21/21/2
7/16
7/167/167/16
7/16
7/167/167/16
7/16
Initial
Tension
Ib
3500.00
3500.00
3500.00
4240.00
4240.00
4240.00
2690.00
2690.00
2690.00
2080.00
2080.00
2080.00
2080.00
2080.00
2080.00
2080.00
2080.00
2080.00
%
10%
10%10%10%
10%
10%
10%10%10%10%
10%10%10%10%
10%
10%10%10%
I
HTE
Hutter Trankina Engineering
32W273 Army Trail Road
Wayne, IL 60184
Phone: 630-513-6711
FAX:
Job
VZN - 5000022794 - Iron River 11
Project
24097
Client TCG # 1242473
Page
12 of 22
Date
09:21:1506/11/24
Designed by
Ulises Vazquez
Giy
Elevationft
Mount
Type
Torque-Arm
Spread
_fi_
Torque-Arm Torqne-Arm Torqne-Arm Torque-Arm
Leg Angle Style Grade Type
Torque-Arm Size
236
180.668
120.668
60.668
Torque Arm
Comer
Comer
Comer
6.00 0.0000 Channel A3 6
(36 ksi)
Channel C12x20.7
Grsy
Elevation
_ft_
363.00
310.00
236.00
180.67
120.67
60.67
Diagonal
Grade
A572-50(50 ksi)
A572-50
(50 ksi)A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50
(50 ksi)
A572-50(50 ksi)
Diagonal
Type
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Guy Data (cont'd)
Upper Diagonal Lower Diagonal Is Pull-OJf
See Size Strap. Grade
No A36(36 ksi)
A572-50
(50 ksi)A572-50
(50 ksi)
A572-50(50 ksi)
A572-50
(50 ksi)A572-50
(50 ksi)
Pull-OffType
Flat Bar
Solid Round
Solid Round
Solid Round
Solid Round
Solid Round
Pull-OffSLe
3x1/2
Guy Data (cont'd)
Gzcy
Elevation
ft
Cable
WeightA
Ib
Cable
WeightBIb
Cable
Weightc
Ib
Cable
WeightDIb
Tower
InterceptAJL
Tower
Intercept
BJL
Tower
InterceptcJL
Tower
InterceptDJL363.001
310
236
180.668
120.668
60.668
318.34
354.37
199.56
94.76
77.71
65.14
318.34
354.37
199.56
93.07
76.33
64.31
313.17
348.56
196.39
92.01
75.48
63.82
20.87
7.9 sec/pulse
17.70
7.3 sec/pulse
14.01
6.5 sec/pulse
5.32
4.0 sec/pulse
3.60
3.3 sec/pulse
2.54
2.8 sec/pulse
20.87
7.9 sec/pulse
17.70
7.3 sec/pulse
14.01
6.5 sec/pulse
5.14
3.9 sec/pulse
3.47
3.2 sec/pulse
2.48
2.7 sec/pulse
20.21
7.8 sec/pulse
17.14
7.1 sec/pulse
13.58
6.4 sec/pulse
5.02
3.9 sec/pulse
3.40
3.2 sec/pulse
2.44
2.7 sec/pulse
Guy Data (cont'd)
Torque Arm Pull Off Diagonal
HTE
Hutter Trankina Engineering
32 W273 Army Trail Road
Wayne, IL 60184
Phone: 630-513-6711
FAX:
Job
VZN - 5000022794 - Iron River 11
Project
24097
Client TCG # 1242473
Page
13 of 22
Date
09:21:1506/11/24
Designed by
Ulises Vazquez
Guy
Elevation
/'
363.001310
236
180.668
120.668
60.668
Calc
K
Single
Angles
No
No
No
No
No
No
Calc
K
Solid
Rounds
No
No
No
No
No
No
K,K,K,K,
Guy Data (cont'd)
Guy
ElevationfL363.001
310
236
180.668
120.668
60.668
BoltSce
in
0.0000
A325N
0.0000A325N
0.0000A325N
0.6250
A325N
0.6250A325N
0.6250
A325N
Torque-Arm
Number
0
0
0
0
0
0
Net Width
Deduct
in
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
u
1
1
1
0.75
0.75
0.75
Bolt Size
in
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
Pull Off
Number
0
0
0
0
0
0
Net Width
Deduct
in
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
u
0.75
0.75
0.75
0.75
0.75
0.75
Bolt Size
in
0.6250A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
Diagonal
Number
0
0
0
0
0
0
Net Width
Deduct
in
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
u
0.75
0.75
0.75
0.75
0.75
0.75
Guy Pressures
Giiy
Elevation
A_
Gzy
Location
_esL_
Ice
psf
Ice
Thickness
363.001
310
236
180.668
120.668
60.668
A
B
c
A
B
cABc
ABcA
B
c
ABc
179.25
179.25
184.25
152.75
152.75
157.75
115.75
115.75
120.75
88.58
91.33
93.08
58.58
61.33
63.08
28.58
31.33
33.08
34
34
34
32
32
33
313131
29
292927
2727
23
2324
7
7
877
7
777
6
6
7666
5
55
1.7766
1.7766
1.7815
1.7484
1.7484
1,7540
1.7006
1.7006
1.7078
1.6557
1.6607
1.6639
1.5886
1.5959
1.6004
1.4786
1.4922
1.5004
Feed Line/LinearAppurtenances - Entered As Round Or Flat
HTE
flutter Trankina Engineering
32 'W2 73 Army Trail Road
Wayne, IL 60184
Phone: 630-513-6711
FAX:
Job
VZN - 5000022794 - Iron River II
Project
24097
Client TCG # 1242473
Page
14 of 22
Date
09:21:1506/11/24
Designed by
Ulises Vazquez
Description
7/8
7/8
EW63
21/4
7/8
15/8
7/8
15/8
15/8(VZN)5/8
(S.O)5/8
(S.O)
**
5/8
(S.O)
3/8" cable
(Owner)15/8
(T-Mo)I 1/4
(T-Mo)
Description
Waveguide
Ladder
**
Waveguide
Ladder
(VZN)
Face
07-
Leg
A
A
A
A
A
A
A
A
B
B
B
c
c
c
c
Face
or
Leg
A
B
Allow/ Exclude
Shield From
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
Allow
Shield
No
No
Torqne
Calculation
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
Component
Type
Ar (CaAa)
Ar (CaAa)
Ar (CaAa)
Ar (CaAa)
Ar(CaAa)
Ar (CaAa)
Ar (CaAa)
Ar (CaAa)
Ar (CaAa)
Ar (CaAa)
Ar (CaAa)
Ar (CaAa)
Ar (CaAa)
Ar (CaAa)
Ar (CaAa)
Placement
/'
146.00 -
6.00
181.00-
6.00
276.00 -
6.00
357.00-
6.00
250.00 -
6.00
378.00-
6.00
210.00-
6.00
360.00 -
6.00
290.00-
9.00
191.00-
9.00
125.00-
9.00
380.00 -
9.00
380.00-
9.00
370.00-
9.00
370.00 -
9.00
Face
Offset
Lateral
Offset
in (Frac FW)
3.0000
3.0000
3.0000
3.0000
3.0000
3.0000
3.0000
3.0000
3.0000
3.0000
3.0000
3.0000
3.0000
3.0000
3.0000
-0.25
-0.2
-0.15
-0.1
0.1
0.15
0.2
0.25
0.2
0.48
0.49
-0.49
-0.48
0.48
0.49
#
1
1
1
1
1
1
2
1
2
2
1
1
1
1
1
Feed Line/LinearAppurtenances
Exclude
From
Torque
Calculation
No
No
Component
Type
CaAa (In
Face)
CaAa (In
Face)
Placement
ft
' Face
Offset
in
379.00 - 6.00 3.0000
289.00 - 9.00 3.0000
Lateral
Offset
(Frac FW)
0
-0.2
# Clear Width or Perimeter
Per Spacing Diameter
Row in in in
1 1.1100 1.1100
1 1.1100 1.1100
1 1.5742 1.5742
1 2.3800 2.3800
1 1.1100 1.1100
HTE
Hutter Trankina Engineering
32W2 73 Army Trail Road
fVayne, IL 60184
Phone: 630-513-6711
FAX:
Job
VZN - 5000022794 - Iron River II
Project
24097
Client TCG # 1242473
Page
15 of 22
Date
09:21:1506/11/24
Designed by
Ulises Vazquez
Description Face
or
Leg
Offset
Type
Offsets:
Hor:
Lateral
Vertft/'ft
Azimuth
Adjustment
Placement
ft
C.A
Front
ft2
C.A
Side
ft
Weight
Ib
Lightning Rod .75" dia. x 4' A From Leg 0.25 0.0000
0.00
0.00
Beacon 29" x 16" dia.
Dipole 2.5" dia. x 20'
6' Side Arm
c None
B From Face
B From Leg
6.00
0.00
0.00
3.00
0.00
0.00
SM13-5-3 (sector mounts)
(T-Mo)
AHLOA
(T-Mo)
AHFIG
(T-Mo)
Nokia AEHC
(T-Mo)
FFVV-65C-R3-Vlw/Pipe
Mnt
(T-Mo)
(3) 2.38" x 48" pipe mount
(T-Mo)
AHLOA
(T-Mo)
AHFIG
(T-Mo)
NokiaAEHC
(T-Mo)
FFVV-65C-R3-V1 w/ Pipe
Mnt
(T-Mo)
c
A
A
A
A
A
B
B
B
B
None
From Leg
From Leg
From Leg
From Leg
From Leg
From Leg
From Leg
From Leg
From Leg
3.00
0.00
0.00
3.00
0.00
0.00
3.00
0.00
0.00
3.00
0.00
0.00
0.00
0.00
0.00
3.00
0.00
0.00
3.00
0.00
0.00
3.00
0.00
0.00
3.00
0.00
0.00
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
382.00
380.00
388.00
378.00
370.00
370.00
370.00
370.00
370.00
370.00
370.00
370.00
370.00
370.00
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
0.30
0.71
1.00
1.52
1.61
2.48
2.71
3.21
5.00
7.03
9.07
13.22
2.50
5.50
8.50
14.50
34.80
47.30
59.80
84.80
2.22
2.41
2.61
3.04
0.00
0.00
0.00
0.00
6.78
7.11
7.46
8.16
21.14
21.79
22.45
23.80
0.87
1.11
1.37
1.90
2.22
2.41
2.61
3.04
0.00
0.00
0.00
0.00
6.78
7.11
7.46
8.16
21.14
21.79
22.45
23.80
0.30
0.71
1.00
1.52
1.61
2.48
2.71
3.21
5.00
7.03
9.07
13.22
2.50
5.55
8.60
14.70
34.80
47.30
59.80
84.80
1.39
1.55
1.72
2.08
1.30
1.48
1.66
2.05
2,79
3.04
3.30
3.84
11.27
12.70
13.98
16.22
0.87
1.11
1.37
1.90
1.39
1.55
1.72
2.08
1.30
1.48
1.66
2.05
2.79
3.04
3.30
3.84
11.27
12.70
13.98
16.22
15.00
18.13
23.94
44.18
20.00
51.71
86.69
167.01
50.00
86.96
136.55
274.21
200.00
300.00
400.00
600.00
1250.00
2190.00
3130.00
5010.00
84.00
102.23
123.34
175.01
71.00
89.83
111.74
165.61
103.00
147.21
196.00
308.08
149.20
289.49
440.51
778.75
15.00
22.33
32.49
61.95
84.00
102.23
123.34
175.01
71.00
89.83
111.74
165.61
103.00
147.21
196.00
308.08
149.20
289.49
440.51
778.75
HTE
Hutter Trankina Engineering
32W27 3 Army Trail Road
Wayne, IL 60184
Phone: 630-513-6711
FAX:
Job
VZN - 5000022794 - Iron River II
Project
24097
Client TCG # 1242473
Page
16 of 22
Date
09:21:1506/11/24
Designed by
Ulises Vazquez
Description
(3) 2.38" x 48" pipe mount
(T-Mo)
AHLOA
(T-Mo)
AHFIG
(T-Mo)
Nokia AEHC
(T-Mo)
FFVV-65C-R3-V1 w/ Pipe
Mnt
(T-Mo)
(3) 2.38" x 48" pipe mount
(T-Mo)
Raycap
RNSNDC-7771-PF-48
(T-Mo)
RTH-2090-HC
(T-Mo)
**
Dipole 2.5" dia. x 20'
6' Side Arm
6-Ring Broadcast Ant
Horiz angle 2" x 2" x 3' long
(3) Element Yagi - 6' Long
**
Reinf Sector Mounts-PJF
(VZN)
Face
or
Leg
B
c
c
c
c
c
c
B
B
B
A
A
A
c
Offset
Type
From Leg
From Leg
From Leg
From Leg
From Leg
From Leg
From Leg
From Leg
From Face
From Face
From Face
From Face
From Leg
None
Offsets:
Horz
Lateral
Vert
/'ft
_ft_
0.00
0.00
0.00
3.00
0.00
0.00
3.00
0.00
0.00
3.00
0.00
0.00
3.00
0.00
0.00
0.00
0.00
0.00
0.50
0.00
0.00
1.50
0.00
0.00
6.00
0.00
0.00
3.00
0.00
0.00
4.00
0.00
0.00
0.50
0.00
0.00
3.00
0.00
0.00
A:imnth
Adjustment
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
90.0000
0.0000
Placement
ft
370.00
370.00
370.00
370.00
370.00
370.00
370.00
370.00
336.00
326.00
361.00-307.00
357.00-311.00
302.00
290.00
No Ice
1/2"Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
I" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
C.A
Front
ft2
0.87
1.11
1.37
1.90
2.22
2.41
2.61
3.04
0.00
0.00
0.00
0.00
6.78
7.11
7.46
8.16
21.14
21.79
22.45
23.80
0.87
1.11
1.37
1.90
2.40
2.59
2.79
3.21
1.20
1.34
1.48
1.79
5.00
7.03
9.07
13.22
2.50
5.50
8.50
14.50
32.23
42.75
53.27
74.31
0.60
0.81
1.04
1.50
2.90
5.30
7.70
12.50
36.00
45.60
55.20
CAAA
Side
ft2
0.87
1.11
1.37
HTE
Hutter Trankina Engineering
32W273 Army Trail Road
Wayne, IL 60184
Phone: 630-513-6711
FAX:
Job
VZN - 5000022794 - Iron River II
Project
24097
Client TCG # 1242473
Page
17 of 22
Date
09:21:1506/11/24
Designed by
Ulises Vazquez
Description
AIR 6419 w/8'Pipe Mnt
(VZN)
(2) NHH-65C-R2B w/ Mount
Pipe(VZN)
4490
(VZN)
4890
(VZN)
(2) 2.38"x96" pipe
(VZN)
Raycap RC2DC-3315-PF-48
(VZN)
AIR 6419 w/8'Pipe Mnt
(VZN)
(2) NHH-65C-R2B w/ Mount
Pipe(VZN)
4490
(VZN)
4890
(VZN)
(2) 2.38"x96" pipe(VZN)
Raycap RC2DC-3315-PF-48
(VZN)
AIR 6419 w/8'Pipe Mnt
(VZN)
(2) NHH-65C-R2B w/ Mount
Pipe(VZN)
Face
or
Leg
A
A
A
A
A
A
B
B
B
B
B
B
c
c
Offset
Type
From Leg
From Leg
From Leg
From Leg
From Leg
From Leg
From Leg
From Leg
From Leg
From Leg
From Leg
From Leg
From Leg
From Leg
Offsets:
Hon
Lateral
Vert
ft
/'A
4.00
5.00
0.00
4.00
2.50
0.00
4.00
-2.50
0.00
4.00
-5.00
0.00
4.00
-3.75
0.00
4.00
-5.00
2.00
4.00
5.00
0.00
4.00
2.50
0.00
4.00
-2.50
0.00
4.00
-5.00
0.00
4.00
-3.75
0.00
4.00
-5.00
2.00
4.00
5.00
0.00
4.00
2.50
0.00
Azimuth
Adjustment
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Placement
/'
290.00
290.00
290.00
290.00
290.00
290.00
290.00
290.00
290.00
290.00
290.00
290.00
290.00
290.00
C^AA
Front
ft2
CA^A
Side
ft2
Weight
Ib
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
74.40
7.50
8.34
9.09
10.39
11.39
12.01
12.63
13.87
2.70
2.90
3.11
3.56
2.70
2.90
3.11
3.56
1.90
2.73
3.40
4.40
3.78
4.03
4.29
4.83
7.50
8.34
9.09
10.39
11.39
12.01
12.63
13.87
2.70
2.90
3.11
3.56
2.70
2.90
3.11
3.56
1.90
2.73
3.40
4.40
3.78
4.03
4.29
4.83
7.50
8.34
9.09
10.39
11.39
12.01
12.63
13.87
31.60
4.78
5.85
6.78
8.30
9.56
10.97
12.24
14.46
1.22
1.37
1.53
1.87
1.25
1.40
1.56
1.91
1.90
2.73
3.40
4.40
2.51
2.72
2.94
3.41
4.78
5.85
6.78
8.30
9.56
10.97
12.24
14.46
1.22
1.37
1.53
1.87
1.25
1.40
1.56
1.91
1.90
2.73
3.40
4.40
2.51
2.72
2.94
3.41
4.78
5.85
6.78
8.30
9.56
10.97
12.24
14.46
2000.00
114.20
178.75
249.86
415.78
81.20
167.91
264.34
490.40
70.00
90.15
113.30
169.39
70.00
90.39
113.80
170.43
22.00
36.37
56.01
111.76
32.00
63.40
98.56
180.91
114.20
178.75
249.86
415.78
81.20
167.91
264.34
490.40
70.00
90.15
113.30
169.39
70.00
90.39
113.80
170.43
22.00
36.37
56.01
111.76
32.00
63.40
98.56
180.91
114.20
178.75
249.86
415.78
81.20
167.91
264.34
490.40
HTE
Hutter Trankina Engineering
32W273 Army Trail Road
Wayne, IL 60184
Phone: 630-513-6711
FAX:
Job
VZN - 5000022794 - Iron River II
Project
24097
Client TCG # 1242473
Page
18 of 22
Date
09:21:1506/11/24
Designed by
Ulises Vazquez
Description
4490
(VZN)
4890
(VZN)
(2) 2.38"x96" pipe(VZN)
**
(3) Beacon - Small
3.5" diax 4.5'pipe
(2) Horiz C4 ribbed channel -
80" Lg.
Dipole 2.5" dia. x 20'
6' Side Ann
Beacons - Large
Beacons - Large
Dipole 2.5" dia. x 20'
6' Side Arm
2.38"- 6' lg Horiz Pipe
Dipole 2.5" dia. x 20'
Face
or
Leg
c
c
c
c
c
B
B
B
B
c
A
A
A
B
Offset
Type
From Leg
From Leg
From Leg
None
From Leg
From Face
From Face
From Face
From Leg
From Leg
From Face
From Face
From Face
From Leg
Offsets:
Horz
Lateral
Vert
/(
/(ft
4.00
-2.50
0.00
4.00
-5.00
0.00
4.00
-3.75
0.00
2.00
0.00
0.00
0.50
0.00
0.00
6.00
0.00
0.00
3.00
0.00
0.00
1.00
0.00
0.00
1.00
0.00
0.00
6.00
0.00
0.00
3.00
0.00
0.00
0.50
0.00
0.00
4.00
0.00
0.00
Azimnth
Adjustment
0
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Placement
ft
290.00
290.00
290.00
281.00
275.75
275.75
259.00
249.00
190.50
190.50
191.00
181.00
166.00
156.00
C.^AA
Front
ft2
C.4^,Side
ff
Weight
!b
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
2.70
2.90
3.11
3.56
2.70
2.90
3.11
3.56
1.90
2.73
3.40
4.40
0.09
0.15
0.22
0.38
1.30
1.57
1.86
2.47
4.44
5.11
5.78
7.12
5.00
7.03
9.07
13.22
2.50
5.50
8.50
14.50
1.62
2.49
2.72
3.21
1.62
2.49
2.72
3.21
5.00
7.03
9.07
13.22
2.50
5.50
8.50
14.50
1.43
1.93
2.30
3.06
5.00
7.03
9.07
13.22
1.22
1.37
1.53
1.87
1.25
1.40
1.56
1.91
1.90
2.73
3.40
4.40
0.09
0.15
0.22
0.38
1.30
1.57
1.86
2.47
0.00
0.00
0.00
0.00
5.00
7.03
9.07
13.22
2.50
5.55
8.60
14.70
1.62
2.49
2.72
3.21
1.62
2.49
2.72
3.21
5.00
7.03
9.07
13.22
2.50
5.55
8.60
14.70
0.00
0.00
0.00
0.00
5.00
7.03
9.07
13.22
70.00
90.15
113.30
169.39
70.00
90.39
113.80
170.43
22.00
36.37
56.01
111.76
20.00
21.37
23.56
31.00
34.00
45.51
60.28
100.20
20.00
50.00
80.00
140.00
50.00
86.96
136.55
274.21
200.00
300.00
400.00
600.00
40.00
73.67
110.66
195.16
40.00
73.67
110.66
195.16
50.00
86.96
136.55
274.21
200.00
300.00
400.00
600.00
20.00
32.85
47.75
90.36
50.00
86.96
136.55
274.21
HTE
Hutter Trankina Engineering
32W273Army Trail Road
Wayne, IL 60184
Phone: 630-513-6711
FAX:
Job
VZN - 5000022794 - Iron River 11
Project
24097
Client TCG# 1242473
Page
19 of 22
Date
09:21:1506/11/24
Designed by
Ulises Vazquez
Description Face
or
Leg
A
Offset
Type
From Face
Offsets:
Hon
Lateral
Vert
ft
/'A0.50
0.00
0.00
Azimnth
Adjustment
0.0000
Placement
ft
146.00
C.A
Front
ft
CAAA
Side
ft2
Weight
Ib
2.38"- 6' lg Horiz Pipe
(3) Beacon - Small None
(2) L3x3xl/4 diag
(2) L3x3xl/4 diag
(2) L3x3xl/4 diag
A
B
c
From Face
From Face
From Face
0.25
0.00
0.00
0.25
0.00
0.00
0.25
0.00
0.00
0.0000
0.0000
0.0000
0.0000
93.50
298.50
298.50
298.50
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
No Ice
1/2" Ice
1" Ice
2" Ice
1.43
1.93
2.30
3.06
0.09
0.15
0.22
0.38
1.75
2.10
2.45
3.15
1.75
2.10
2.45
3.15
1.75
2.10
2.45
3.15
0.00
0.00
0.00
0.00
0.09
0.15
0.22
0.38
1.17
1.40
1.63
2.09
1.17
1.40
1.63
2.09
1.17
1.40
1.63
2.09
20.00
32.85
47.75
90.36
20.00
21.37
23.56
31.00
0.02
0.03
0.03
0.05
0.02
0.03
0.03
0.05
0.02
0.03
0.03
0.05
Dishes
Description Face
or
Leg
Dish
Type
Offset
Type
Offsets:
Hor:
Lateral
Vert
/(
Azimith
Adjustment
0
3dB
Beam
Width
0
Elevation
ft
Outside
Diameter
ft
Apertwe
Area
ft2
Weight
Ib
6 FT DISH C Paraboloid
w/Radome
From
Leg
2.00 0.0000
0.00
0.00
275.75 6.00 No Ice
1/2" Ice
1" Ice
2" Ice
28.27 140.00
29.05 290.00
29.83 440.00
31.39 740.00
Section Capacity Table
Section
No.
Elevationft Component
Type
Si:e Critical
Element
p
Ib Ib Capacity
Pass
Fail
Tl 380 - 360 Leg
Diagonal
Horizontal
Top Girt
Bottom GirtMid Girt
GuyA@363.001
GuyB@363.001
GuyC@363.001
Top GuyPull-0ff@363.001
Torque Arm
1 1/27/83/4
7/87/87/89/16
9/16
9/16
3x1/2
TS2.5x2.5x.l875
217
33
49
121463
1457
1448
19
-28163.00
-4826.89
709.41
-487.80
-7257.25
-657.76
13293.30
13396.60
13314.80
-2974.90
70010.20
13034.80
19880.40
11099.20
11099.20
11099.20
21000.00
21000.00
21000.00
5931.32
40.2
37.0
3.6
4.4
65.4
5.9
63.3
63.8
63.4
50.2
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
1458 29209.30 67896.00 44.6 Pass
HTE
Hutter Trankina Engineering
32W2 73 Army Trail Road
Wayne, IL 60184
Phone: 630-513-67 U
FAX:
Job
VZN - 5000022794 - Iron River II
Project
24097
Client TCG# 1242473
Page
20 of 22
Date
09:21:1506/11/24
Designed by
Ulises Vazquez
Section
No.
T2
T3
T4
T5
T6
T7
T8
T9
T10
Elevation
/'
360 - 340
340-320
320-300
300-297
297-280
280 - 260
260 - 240
240 - 230
230 - 220
Component
Type
Top@363.001
Torque Arm
Bottom@363.001
Leg
Diagonal
Horizontal
Top Girt
Bottom Girt
Mid Girt
Leg
Diagonal
Horizontal
Top Girt
Bottom Girt
Mid Girt
Leg
Diagonal
Horizontal
Top Girt
Bottom Girt
Mid GirtGuy A@310Guy B@310
Guy C@310
Leg
Diagonal
Top Girt
Bottom Girt
Leg
Diagonal
Secondary Horizontal
Top Girt
Bottom Girt
Mid Girt
Leg
Diagonal
Horizontal
Secondary Horizontal
Top Girt
Bottom Girt
Mid Girt
Leg
Diagonal
Horizontal
Top Girt
Bottom Girt
Mid Girt
Leg
Diagonal
Horizontal
Secondary Horizontal
Top Girt
Guy A@236
Guy B@236Guy C@236
Torque Arm
Top@236
Leg
Diagonal
Horizontal
Top Girt
Si:e
TS2.5x2.5x.l875
1 1/2
7/83/4
7/87/87/81 1/2
7/83/47/87/8
7/8
1 1/2
7/83/47/8
7/8
7/85/85/85/8
I 1/2
9/167/87/81 1/2
9/16
1
7/87/87/8
1 1/2
9/16
L3x3x3/161
7/8
7/8
7/813/47/83/4
7/87/87/813/4
7/8
L3x3x3/16
17/81/21/2
1/2
C 12x20.7
13/4
7/8
3/47/8
Critical
Element
1466
6813285
71
7376
135
146
151
137139
142
201
211
217
202206208
147014691468265
274
270
273280
355
336
283286290364
380440387367371
374
467
482
525
470
473475533578
569
57253614801476
1471
1481
584613
612
588
pIb
-29820.90
-33236.70
-2782.88
2759.44
-676.77
1796.92
2573.36
-34934.30
-2494.53
3096.81
-605.08
1568.42
2926.80
-49696.10
-3963.71
3969.71
-912.17
-1711.56
7303.34
16051.70
16096.10
16127.90
-53341.80
-3634.44
-969.13
-969.13
-62872.60
-1925.73
-1237.52
-1088.98
-1088.98
357.86
-65869.70
6973.51
-7128.96
-1140.90
-3797.52
-3639.34
-6270.13
-58035.50
-4295.47
3311.08
-1541.68
-2098.83
3048.62
-83503.30
12481.90
-15803.30
-4057.93
-6627.32
11482.30
11475.90
11459.00
-1722.95
-71416.30
-4490.92
5102.19
-5769.55
ePaiio,.Ib
41685.20
52905.50
13034.80
19880.40
11099.20
27059.40
27059.40
52905.50
13034.80
19880.40
11099.20
27059.40
27059.40
52905.50
13034.80
19880.40
11099.20
11099.20
27059.40
25440.00
25440.00
25440.00
54458.40
5537.88
11099.20
11099.20
64593.90
3158.58
17864.20
11099.20
11099.20
27059.40
63322.30
8051.56
28800.30
17864.20
11099.20
11099.20
11099.20
80232.40
13104.50
19880.40
11242.90
11242.90
27059.40
94208.80
27059.40
28843.20
18041.10
11242.90
16140.00
16140.00
16140.00
178229.00
80232.40
13104.50
19880.40
11242.90
%
Capacity
73.2
62.8
21.3
13.9
6.1
6.6
9.5
66.0
19.1
15.6
5.5
5.8
10.8
93.9
30.4
20.0
8.2
15.4
27.0
63.1
63.3
63.4
97.9
65.6
8.7
8.7
97.3
61.0
6.9
9.8
9.8
1.3
104.0
86.6
24.8
6.4
34.2
32.8
56.5
72.3
32.8
16.7
13.7
18.7
11.3
88.6
46.1
54.8
22.5
58.9
71.1
71.1
71.0
34.4
89.0
34.3
25.7
51.3
HTE
Hutter Trankina Engineering
32W273 Army Trail Road
Wayne, IL 60184
Phone: 630-513-6711
FAX:
Job
VZN - 5000022794 - Iron River II
Project
24097
Client TCG # 1242473
Page
21 of 22
Date
09:21:1506/11/24
Designed by
Ulises Vazquez
Section
No.
TH
T12
T13
T14
T15
T16
T17
T18
T19
T20
Elevationft
220 - 200
200 - 180
180-160
160-150
150- 140
140-120
120-100
100 - 80
80-63
63-60
Component
Type
Bottom Girt
Leg
Diagonal
Horizontal
Top Girt
Bottom Girt
Mid Girt
Leg
Diagonal
Horizontal
Top Girt
Bottom Girt
Mid Girt
GuyA@180.668
GuyB@180.668
GuyC@180.668
Leg
Diagonal
Horizontal
Top Girt
Bottom Girt
Mid Girt
Leg
Diagonal
Horizontal
Top Girt
Leg
Diagonal
Horizontal
Secondary Horizontal
Top Girt
Bottom Girt
Leg
Diagonal
Horizontal
Top Girt
Bottom Girt
Mid Girt
GuyA@120.668
GuyB@l20.668
GuyC@120.668
Leg
Diagonal
Secondary Horizontal
Top Girt
Bottom Girt
Mid Girt
Leg
Diagonal
Secondary Horizontal
Top Girt
Bottom Girt
Mid Girt
Leg
Diagonal
Secondary Horizontal
Top Girt
Leg
Diagonal
Bottom Girt
Si:e
7/813/4
9/16
3/47/87/8
7/813/49/163/47/87/8
7/87/167/167/1613/4
9/163/47/87/8
7/813/49/163/4
7/813/4
9/16
L3x3x3/16
1
L3x3x3/167/813/49/16
L3x3x3/16
7/87/87/87/16
7/16
7/16
13/49/163/4
7/8
7/87/813/49/163/4
7/87/87/813/4
9/16
3/47/829/16
7/8
Critical
Element
589620
683
678
622
625628
687
704703689691
694148514841483753
811810755758
760
819
844843821852
863889
869855
858904929922
907
910
91314881487
1486
982
1057
1000
985
988
993106610831084
1070
1073
10771150
1215
1171
115512191230
1222
p
!b
-1236.97
-68126.60
-1898.33
1549.50
-1205.32
-1205.32
1227.44
-64698.40
-1197.15
1543.77
-1204.17
3530.91
1246.37
7783.88
7680.55
7590.49
-77213.30
-2209.89
1614.95
-1349.89
-1349.89
1296.49
-78659.30
-1493.73
1490.72
-1362.42
-81592.70
4634.87
-6117.55
-1413.23
-2913.06
-2978.34
-79939.60
5100.90
-6255.60
-3402.64
-2884.18
-5447.63
8236.89
8104.46
8037.74
-82873.20
-2065.80
-1435.41
-1435.41
-1435.41
453.68
-83106.00
-1687.72
-1439.94
-1439.94
-1439.94
462.19
-86358.50
-1865.30
-1495.77
-1495.77
-88019.20
-1153.40
3851.45
0PallowIb
11242.90
80232.40
2912.34
19880.40
11242.90
11242.90
27059.40
80232.40
2912.34
19880.40
11242.90
27059.40
27059.40
12480.00
12480.00
12480.00
80232.40
2912.34
19880.40
11242.90
11242.90
27059.40
80232.40
2912.34
19880.40
11242.90
91111.20
8051.56
29516.20
18041.10
28843.20
11242.90
80232.40
8051.56
28843.20
11242.90
11242.90
11242.90
12480.00
12480.00
12480.00
90983.00
2912.34
6104.32
11242.90
11242.90
27059.40
90624.40
2912.34
6104.32
11242.90
11242.90
27059.40
90700.60
2912.21
6104.32
11242.90
109824.00
2956.28
27059.40
%
Capacity
11.0
84.9
65.2
7.8
10.7
10.7
4.5
80.6
41.1
7.8
10.7
13.0
4.6
62.4
61.5
60.8
96.2
75.9
8.1
12.0
12.0
4.8
98.0
51.3
7.5
12.1
89.6
57.6
20.7
33.5 (b)
7.8
10.1
26.5
99.6
63.4
21.7
30.3
25.7
48.5
66.0
64.9
64.4
91.1
70.9
23.5
12.8
12.8
1.7
91.7
58.0
23.6
12.8
12.8
1.7
95.2
64.1
24.5
13.3
80.1
39.0
14.2
HTE
flutter Trankina Engineering
32W273 Army Trail Road
Section
No.
T21
T22
T23
T24
T25
Wayne, 1L 60184
Phone: 630-513-6711
FAX:
Job
Project
Client
Elevation Component
ft Type
GuyA@60.668
Guy B@60.668
Guy C@60.668
60 - 40 Leg
Diagonal
Horizontal
Top Girt
Bottom Girt
Mid Girt
40 - 20 Leg
Diagonal
Horizontal
Top Girt
Bottom Girt
Mid Girt
20-5.333 Leg
Diagonal
Horizontal
Top GirtMid Girt
5.333-1.773 Leg
Diagonal
Horizontal
Top Girt
1.773-0 Leg
Diagonal
Top Girt
Bottom Girt
VZN
Size
7/167/167/162
9/163/47/87/8
7/829/163/47/8
7/87/8
29/163/4
7/87/829/163/4
3/42
5x1/23/4
5x1/2
- 5000022794 - Iron
24097
ran River
TCG# 1242473
Critical
Element
1491149014891233
1291
1290
12341237
12401299135713561301
13041306136514061385
1367
13691414
14231425
1415
1435144514371440
p
Ib
6722.78
6561.64
6503.51
-88483.70
-2583.69
1546.91
-1557.31
-1557.31
1174.93
-92087.70
-1943.37
1490.84
-1595.01
-1595.01
1266.07
-92576.30
-1376.81
1361.45
-1603.47
1303.41
-93843.40
-2368.94
-1668.59
13783.00
-44671.80
-27344.80
7403.08
899.14
II
0Pallo,.Ib
12480.00
12480.00
12480.00
109801.00
2955.33
19880.40
11387.50
11387.50
27059.40
109801.00
2955.33
19880.40
11387.50
11387.5027059.40
109797.00
2955.17
19880.40
11387.50
27059.40
117218.00
4251.45
11054.50
19880.40
117210.00
44410.50
19880.40
81000.00
Leg(T7)
Diagonal(T21)
Horizontal(T9)
Secondary
Horizontal(T19)
Top Girt
(T24)
Bottom Girt(Tl)Mid Girt(T7)Guy A (T9)Guy B(T9)
Guy C(T9)
Top Guy
Pull-Off(Tl)
Torque Arm
Top (Tl)
Torque Arm
Bottom (Tl)
Bolt Checks
RATING =
%
Capacity
53.9
52.6
52.1
80.6
87.4
7.8
13.7
13.7
4.3
83.9
65.8
7.5
14.0
14.0
4.7
84.3
46.6
6.8
14.1
4.8
80.1
55.7
15.1
69.3
38.1
61.6
37.2
1.1
Summary
104.0
87.4
54.8
24.5
69.3
65.4
56.5
71.1
71.1
71.0
50.2
44.6
73.2
36.5
104.0
Page
22 of 22
Date
09:21:1506/11/24
Designed by
Ulises Vazquez
Pass
Fail
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
REGIONS
Area:
Perimeter:
Bounding box:
Centroid:
Moments of inertia
Product of inertia;
Radii of gyration:
.---'";-^.^
X:
Y:
X:
Y:
X:
Y:
XY:
X;
Y:
Principal moments (sq in
I:
J:
:&Mpc5srr^. Pt^op
r^J^T?s&3T1=^T?
Cpg>C^
>!.M<30^LA5 ^"4^1^
3.18686 sq in
8.71184 in
-1.06250 -- 1.06250 in
-0.87500 -- 1.06250 in
0.00000 in
0.09216 in
9.75291 sq in sq in
0.92924 sq in sq in
0.00000 sq in sq in
0.48606 in
0.53999 in ^ ^e. . ..—
sq in) and X-Y directions about centroid: K ^ ..^.j5.. -_ iuO^
0.72584 along [1.00000 0.00000] ^ ^Tl
0.92924 along [0.00000 1.00000] , ;
A -y
->
.=:- <
^,^
n
^I/16"ry^r.
I ^" +
^. 2^^. - Cc^/r" ~\SK ~
^
i/2 p(p(^
iu«. ., ^£? ,
=. ^.. ^..-....., ^
'r 0 > ^ fc0
HTSQVERJ^i-3/4"
YSL P>p& c^p^^ 4>f^/^.- ^,tf>>< -s^>c oD^'^ ^ S^k-
y/^ uj^u) l^^.j^ 35^ . ^~^' 2^,^ s ^2^6"
M/^ 4?^ AT p.^^^ .-^-^^^^ 10^ >P,^^•4-e) \'^r-p~-
0^^
Area:
Perimeter:
Bounding box:
Centroid:
Moments of inertia:
Product of inertia:
Radii of gyration:
REGIONS
0.78158
X:
Y:
X:
Y:
X:
Y:
XY:
X:
Y:
8..71184
sq
in
-1.06250
-0.56250
0.
0.;
0.;
e.-
e.<
0.<
0.-
.00000
.37578
,29252
,46885
00000
61178
77452
in
in
sq
sq
sq
in
in
in
in
in
in
1.
1.
sq
sq
sq
06250 in
06250 in
in
in
in
7'2 -P^E P^J^Wt^S
^--£nl&>^5
O^&l-Sfo 01 U (b3
Principal moments (sq in sq in) and X-Y directions about centroid:
I: 0.18215 along [1.00000 0.00000]
3: 0.46885 along [0.00000 1.00000]
C+1/16"
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5
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I
LOADS
MU=
Vu=
Unfact. P DL =
PUyVL=
Pu total
^s-
SOIL
Y soil =Friction n =
'ultimate -
water table =
0.0 ft-kip
1.00 kip
17.50 kip
252.50 kip
270.00 kip
0.60
0.110 kcf
0.30
5880 psf
20.00 ft
SQR FOOTING
B=
t:
Dist to bott
cone —PIER
Type:
Dia/Side
Height =
Proj. abv grade=
H .\ I /-K~
CONCRETE
c ~~
y -
:TG DESIGN
^ umax =
(-lumin
<-lu(face of pier) =
ks req'd
's mm
*s max -
p1=
d=
cover =
MUTTER
10.00ft
1.50ft
4.00ft
0.145 kcf
CIRC
2.00ft
2.50ft
0.50ft
W7~
i/" 16 J ^
3000 psi
eoksi
3353 psf
3299 psf
3331 psf
0.374
0.389
2.694
0.85
14.0 in
4.0 in
(to d of steel)
TRANKINA
ENGINEERING CO., I
CALCULATIONS
theta =
x =
X2=
Soil Vol. =
Soil Wt.=
Ftg Wt =
Odeg
0.00ft
Not used
250 ft3
27.50 kip
21.75 kip
Check Overturning
Mover =
P total =
MR = P(otal*B/2 =
Soil Brg. Pressure
Min. Ptotai =
'over
e=
e =
<-lu max ^
(1u min =
L = 3*e' =^
-^
; theta
/ Ip'I ^
p
w=
MU=
Vu1=
Vu2=
Check Ftg Reinf
<fr=
<frMn~
(^Vol=
^Vc2=
bo =
'.c.
Consulting Structural Engineers
32 W 273
5 ft-kip
332.60 kip
1663ft-kip
3ressure
332.60 kip
5 ft-kip
0.01 ft
n/a
3353 psf
3299 psf
10.00ft
4.00ft
21.97ft-kip
10.97 kip
270 kip
8-
AS =
0.75 (shear),
28.29 ft-kip
13.80 kip
275 kip
119in
(trapezoidal)
= Pu WL+ 1.2-(P DL + Trapez. Soil W. Ftg Wl.)
>Mook (0.3% cap)
= Pu WL+ 1.2*(P DL + Trapez. Soil + Wt. Ftg Wt.)
In middle 1/3
ok < phi*Qult = 3528 psf (95 % cap)
Critical Width
One Way Shr.
Two Way Shr. (consv.)
#7
0.481
0.9 (flexure)
> Mu, OK (77.7 % Cap)
>Vu1,OK(79.5%Cap)
> Vu2, OK (98.3 % Cap)
ARMY TRAIL ROAD, SUITE 100
WAYNE, ILLINOIS 60184
Tel. (630) 513-6711
JOB: VZN - IRON RIVER 2 #24097
SHEFT NC 26 OF
CALCULATED BY: UV DATE:
CHECKED BY: DATE:
DESCRIPTION:
.OADS
fu= 17.17 kip
u= 13.33 kip
^u = 21.7 kip (Resultant)
SOIL
f= 0.110 kcf
Friction c= 0.30
Qpassive = 1980 psf (ultimate)
Adhesion = 0 psf (ultimate)
water = 99.00 ft
Frost = 4.00 ft
FOUNDATION DIMENSIONS
3 = 5.00 ft
8.00ft
2.00ft
3isttobott= 7.00ft
'c = 3000 psi
^Ptotai=0.75*(Tu/Ru
^sPtotai=0.75*(V,/R,*A^
Mu due to Tu = 13.3ft-kip
Vu due to Tu = 6.66 kip
Mu due to Vu = 17.2ft-kip
Vu due to Vu = 8.58 kip
HUTTER
TRANKINA
ENGINEERING
Consulting Structural
CALCULATIONS
Soil Height =
8=
x=
Soil Vol. =
Ws =Soil Wt.=
Wc=Conc Wt =
Aside = Side Adhesion =
Afront = Front Adhesion =
Atop=Top Surf. Adhesion =
Passive =
Friction = coeff.*0.9*(Ws+Wc) =
Check Uplift
u*Aside+Afront)+ 0.9*(Ws+Wc)*Tu/Ru =
Check Sliding
side+Atop+ Passive)+ Vy/Ru *Friction =
Check Top Reinf
Check Side Reinf
Engineers
32 W 273 ARMY TRAIL ROAD, SUITE 100
WAYNE, ILLINOIS 60184
Tel.(630)513-6711
5.00ft
30deg
2.89ft
442 ft3
48.66 kip
12.00 kip
0.00 kip
0.00 kip
0.00 kip
31.68 kip
16.38 kip
33.48 kip
36.70 kip
5-
3-
(trapezoidal)
> Tu OK ( 39.8% Cap )
> Vu OK ( 46.8% Cap )
#5
#5
d= 20.0 in
d= 56.0 in
JOB:
SHEET NO:
CALCULATED BY:
CHECKED BY:
DESCRIPTION:
Tu
B
<t)Mn'
<^Vc:
^Mn.
<l>Vc:
R^~
-Vu,
131.9ft-kip >
98.59 kip >
221.6ft-kip >
110.42 kip >
L
Mu
Vu
Mu
Vu
VZN - IRON RIVER 2
27
uv
ANCHOR AT 152'
OK
OK
OK
OK
e
(10.1% Cap )
(6.8% Cap )
( 7.7% Cap )
(7.8% Cap)
#24097
OF
DATE:
DATE:
.OADS
/u=
u =
?u=
SOIL
/=
Friction c=
Qpassive =
Adhesion =
water =
Frost =
43.84 kip
36.40 kip
57.0 kip (Resultant)
0.110 kcf
0.30
2640 psf (ultimate)
0 psf (ultimate)
99.00 ft
4.00ft
:OUNDATION DIMENSIONS
3=
list to bott =
°c=
Mu
Vu
Mu
Vu
6.00ft
11.00ft
2.50ft
8.00 ft
3000 psi
CALCULATIONS
Soil Height =
e=
x =
Soil Vol. =
Ws =Soil Wt.=
Wc=Conc Wt =
Aside = Side Adhesion =
Afront = Front Adhesion =
A(op=Top Surf. Adhesion =
Passive =
Friction = coeff.*0.9*(Ws+Wc) =
Check Uplift
<|)sPtotai=0.75*(Tu/Ru*Aside+Afroni)+ 0.9*(Ws+Wc)*Tu/Ru =
<^Pto.al=0.75*(V,/Ru*A3,de
due to Tu = 50.1 ft-kip
due to Tu = 18.20 kip
due to Vu = 60.3 ft-kip
due to Vu = 21.92 kip
MUTTER
TRANKINA
ENGINEERING
Consulting Structural
32 W 273 ARMY TRAIL
Check Sliding
sjde+A(op+ Passive)+ Vu/Ru *Friction =
Check Top Reinf
Check Side Reinf
Engineers
. ROAD, SUITE 100
WAYNE, ILLINOIS 60184
Tel.(630)513-6711
5..50ft
30deg
3..18ft
732 ft3
80.
24.
o.c
o.c
o.c
72.
28..
.51 kip
.75 kip
00 kip
00 kip
00 kip
.60 kip
.42 kip
60.52 kip
76.i.32 kip
6-
3-
(trapezoidal)
> Tu OK ( 60.
Tu
^^^-
>.1%Cap)
> Vu OK ( 57.4% Cap )
#5
#5
d= 26.0 in
d= 68.0 in
JOB:
SHEET NO:
CALCULATED B1
CHECKED BY:
DESCRIPTION:
B
<t>Mn.
<^Vc:
<))Mn.
<frVc:
f:
205.S
Ru
^Vu,
Sft-kip >
153.80 kip >
269.1
167.C
VZN
1 ft-kip >
60 kip >
L
Mil
Vu
Mu
Vu
- IRON RIVER 2
28
uv
ANCHOR AT 304'
OK
OK
OK
OK
9
( 24.3% Cap
(11.8% Cap
(22.4% Cap
(13.1% Cap
#24097
OF
DATE:
DATE:
))
))
APPROVALS VICINITY MAP N.T.S.REGIONAL MAP N.T.S.CONSULTANT TEAM sI
REAL ESTATE:
RF:
CONSTRUCTION:
EQUIPMENT ENGINEERING:
OPERATIONS:
^-'t?,ff •r
I"'-..
SITE
LOCATION
••/
3SPlDEpJJM<ERD
^,''V--
PROJECT TYPE
PROPOSED ANTENNA MODIFICATION ON AN EXISTING WIRELESS
SITE
..... .....S.SPlOERLh.KEW
PROJECT CONSULTANT:
STRUCTURAL CONSULTANT:
(TOWER ANALYSIS)
STRUCTURAL CONSULTANT:(MOUNT ANALYSIS)
MOUNT ANALYSIS STATUS:
MOUNT ANALYSIS RESULTS:
MOUNT ANALYSIS DATE:
STRUCTURAL ANALYSIS DATE:
TERRA CONSULTING GROUP, LTD.600 BUSSE HIGHWAYPARK RIDGE, IL 60068
(847) 698-6400
HOTTER TRANKINA ENGINEERING32 W 273 ARMY TRAIL RD,
SUITE #100WAYNE. IL 60184(630)513-6711
BY OTHERS
COMPLETE
PASSMODIFICATIONS DESIGNED
03/05/2024
06/11/2024
-,-§3s?Q •? =! io 5i^i's&5gm§^<ogP^—1 "-Q ^ r~-c\T< co E?n: UJ "co2 LU vII^IS
0a:
CONTRACTOR PMI REQUIREMENTS
PMI ACCESSED AT:
SMART TOOL VENDOR PROJECT #.
MDG LOCATION CODE:
HTTPS://PMI.VZWSMART.COM
10224813
5000022794
•PMI AND REQUIREMENTS ALSO EMBEDDED
IN MOUNT ANALYSIS REPORT
MOUNT MODIFCATION REQUIRED:REQUIRED
VZW APPROVED SMART KIT VENDORS
REFER TO MOUNT MODIFICATION DRAWINGS PAGE FORVZW SMART KIT APPROVED VENDORS
GENERAL CONTRACTOR TO FOLLOW
ALL APPLICABLE BUILDING CODESOBSERVED BY LOCAL JURISDICTION
venzon
1701 GOLF ROAD, TOWER 2, SUITE 400
ROLLING MEADOWS, ILLINOIS 60008
PHONE: (847)619-5397 FAX: (847)706-7415
y
MDG LOCATION NUMBER: 5000022794
SITE NAME: IRON RIVER II
67085 W SPIDER LAKE RD
IRON RIVER, Wl 54847
•'''/.<-'/,,
OTHER UTILmES NOT INCLUDED IN 01CGERS H07UNE AND LOCAL UTIUH
DISTRICTS AND COMPANIES SHALL ALSO BE NOTIFIED
PROJECT INFORMATION
OCCUPANCY:
SITE ADDRESS:
LATITUDE:
LONGITUDE:
STRUCTURE OWNER:
UNINHABITED
67085 W SPIDER LAKE RDIRON RIVER, Wl 54847
46° 32' 48.8" N
91° 24'50.7" W
(APPROXIMATE)
(APPROXIMATE)
CHEQUAMEGON COMMUNICATIONS COOPERATIVE
APPLICANT:
REAL ESTATE MANAGER:
VERIZON WIRELESS
1701 GOLF ROAD,TOWER 2 SUITE 400ROLLING MEADOWS. IL 60008
SHAWN ESSEX (224) 384-9224
SHEET
T-1
C-1
A-1
ANT-1
ANT-2
ANT-2A
ANT-2B
ANT-3
ANT-3A
ANT^l
EX-1
DRAWING INDEX
TITLE SHEET
SITE LAYOUT
EQUIPMENT PLATFORM LAYOUT
SITE ELEVATION
ANTENNA LAYOUT
PROPOSED ANTENNA LAYOUT
PROPOSED ANTENNA LAYOUT
ANTENNA INFORMATION
COMBINER CABLE DATA & CABLE DIAGRAM
DETAILS
PHOTO EXHIBIT
22" x 34" IS FULL SCALE|11"x17" IS HALF SCALE
REVISION
MDG#
5000022794
IRON RIVER 11
67085 W SPIDER LAKE RD
IRON RIVER, Wl 54847
CHECKED BY:
SHEET TITLE
TITLE SHEET
SHEET NUMBER
T-1
EXISTING TREE LINE
(TYP.)
EXISTING GUY WIRE(TYP.)
EXISTING
DOUBLE SWING GATE
EXISTING
CHAIN-LINK FENCE
EXISTING UTILITCH-FRAME
EXISTING OTHER CARRIER
EQUIPMENT SHELTER (FTP.)EXISTING —^^
EXISTINGBOLLARD (TYP.)EXISTING GRAVEL
COMPOUND
EXISTING LESSEE \.rMETER ^'-^
EXISTING OTHER CARRIEREQUIPMENT PLATFORM
EXISTINGGRAVELACCESS DRIVE_ _ _ ^- J. — —
EXISTING OTHER CARRIEREQUIPMENT (Tl'P.)
EXISTING LESSEE* EQUIPMENT PLATFORMEXISTING RETAINING WALL(TYP.)
EXISTING OTHERCARRIER ICE BRIDGE
(TYP.)EXISTING LESSEEGENERATOR
PROPOSED LESSEE EQUIPMENTTO BE MOUNTED ON GUYED
TOWER. SEEANT-1. ANT-2. &ANT-2A
EXISTING LESSEE
ICE BRIDGE
EXISTING 8' X 8'FOUNDATION (V.I.F.)MODIFICATIONS TO EXISTING FOUNDATIONREQUIRED. PLEASE REFER TO STRUCTURALANALYSIS FOR REINFORCEMENT DESIGN.
22" X 34' PRINT IS THE FULL SCALE
FORMAT. ANY SIZE OTHER THANTHAT IS AT REDUCED SCALE.
EXISTING,^ GRASS AREA
THIS SITE PLAN WAS CREATED OFF OFFIELD MEASUREMENTS BY THE DESIGNER,AS BOUNDARY SURVEY WAS NOT SUPPLIEDFOR PURPOSES OF SITE LAYOUT.
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5000022794
IRON RIVER II
67085 W SPIDER LAKE RDIRON RIVER, Wl 54847
CHECKED BY:
SHEET TITLE
SITE LAYOUT
SHEET NUMBER
C-1
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PLEASE REFER TO TOWER ANALYSIS
PROVIDED BY MUTTER TRANKINAENGINEERING AND MOUNT ANALYSISPROVIDED BY OTHERS FOR ANALYSIS
AND STRUCTURAL REQUIREMENTS.
MOUNT AND TOWER MODIFICATIONSREQUIRED. NO ANTENNA OR LINE WORK
TO BEGIN PRIOR TO COMPLETION OFREINFORCEMENT INSTALLATION.
THE ANALYSIS OF THE ANTENNA MOUNT
WAS PERFORMED BY OTHERS. TERRACONSULTING GROUP IS NOTRESPONSIBLE FOR THE ANTENNA MOUNT.THE OWNER DIRECTLY CONTRACTED THE
MOUNT ANALYSIS WITH OTHERS.
EXISTING OTHER CARRIERWHIP ANTENNA (TYP.)
EXISTING LIGHTNING ROD
EXISTING LIGHT BEACON
EXISTING OTHER CARRIERANTENNAS
FULL SCALE PRINT IS ON 22"x34" MEDI/HALF SCALE PRINT IS ON 11"x17" MEDI/
EXISTING FM ANTENNA(TYP.)
EXISTING GUY WIRE(TYP.)
EXISTING OTHER CARRIER\/~ WHIP ANTENNA
EXISTING GUYED TOWER. MODIFICATIONSREQUIRED. PLEASE REFER TO STRUCTURALANALYSIS FOR REINFORCEMENT DESIGN.
EXISTING YAGI ANTENNA
MOUNT MODIFICATIONS REQUIREDPLEASE REFER TO MOUNT ANALYSIS (6) PROPOSED RADIOS
MOUNTED TO SECTOR FRAME
SEE ANT-2A AND ANT-3.
SHEETS PROVIDED BY OTHERS
(2) PROPOSED RAYCAP JUNCTIONBOXES MOUNTED TO SECTOR
FRAME. SEEANT-2AANDANT-3.
LESSEE ANTENNA LEVEL. FOR ANTENNA
CONFIGURATION SEE ANT-2, ANT-2A, &ANT-3. FOR ANCILLARY EQUIPMENTCONFIGURATION SEE ANT-3
EXISTING OTHER CARRIER
DISH ANTENNA
(6) EXISTING 1-5/8" 0 COAX
CABLES ROUTED TO LESSEEANTENNAS TO BE REMOVED.
(2) PROPOSED HYBRID CABLES TO BE ROUTEDTO PROPOSED RAYCAP JUNCTION BOXES. SEE
ANT-3 FOR CABLE SPECIFICATION & REFER TOSTRUCTURAL ANALYSIS FOR EXACT PLACEMENT
EXISTING OTHERCARRIER ICE BRIDGE
EXISTING LESSEEEQUIPMENT PLATFORM
MODIFICATIONS TO EXISTING FOUNDATIONREQUIRED. PLEASE REFER TO STRUCTURAL
ANALYSIS FOR REINFORCEMENT DESIGN.
EXISTING OTHERCARRIER SHELTERS
EXISTING CHAIN-LINK FENCE(PARTIALLY SHOWN FOR CLARITY)
0 EAST ELEVATION
SCALE: 3/32" =1'-0"±
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MDG#
5000022794
IRON RIVER II
67085 W SPIDER LAKE RDIRON RIVER, Wl 54847
SITEELEVATION
SHEET NUMBER
ANT-1
NOTES:
1. THIS DRAWING IS FOR EXHIBIT AND LAYOUT PURPOSES ONLY.
VERIZON WIRELESS HAS PROVIDED A MOUNT ANALYSIS (BY OTHERS)THAT NEEDS TO BE REVIEWED BY THE CONTRACTOR. IF THERE IS ANYDISCREPANCY BETWEEN THE MOUNT ANALYSIS AND THIS DRAWING.CONTRACTOR IS TO NOTIFY VERIZON WIRELESS. THE MOUNT
ANALYSIS IS THE GOVERNING DOCUMENT.
2. NO ANTENNA OR LINE WORK TO BEGIN PRIOR TO CONFIRMATION OFADEQUATE TOWER AND MOUNT CAPACITY.
3. G.C. TO VERIFY ANTENNA TECHNOLOGIES PRIOR TO REMOVAL OF ANYANTENNAS.
4. REFER TO ANT-3 & ANT-3A FOR DETAIL ON EXISTING & PROPOSED RFCONFIGURATION.
IN
SECTOR-ALPHAAZIMUTH 20°
EXISTING SECTOR FRAMETO REMAIN (TfP. OF 3)
SECTOR-GAMMA
AZIMUTH 270°
EXISTING ANTENNA TO BE
REMOVED (FTP. OF 3)
SECTOR - BETAAZIMUTH 150°
G>EXISTING ANTENNA LAYOUT
N.T.S.
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MDG#
5000022794
IRON RIVER II
67085 W SPIDER LAKE RD
IRON RIVER, Wl 54847
CHECKED BY:
SHEET TITLE
ANTENNALAYOUT
SHEET NUMBER
ANT-2
NOTES:
1. THIS DRAWING IS FOR EXHIBIT AND LAYOUT PURPOSES ONLY.VERIZON WIRELESS HAS PROVIDED A MOUNT ANALYSIS (BY OTHERS)THAT NEEDS TO BE REVIEWED BY THE CONTRACTOR. IF THERE IS ANYDISCREPANCY BETWEEN THE MOUNT ANALYSIS AND THIS DRAWING,CONTRACTOR IS TO NOTIFY VERIZON WIRELESS. THE MOUNT
ANALYSIS IS THE GOVERNING DOCUMENT.
2. NO ANTENNA OR LINE WORK TO BEGIN PRIOR TO CONFIRMATION OFADEQUATE TOWER AND MOUNT CAPACITT.
3. G.C. TO VERIFY ANTENNA TECHNOLOGIES PRIOR TO REMOVAL OF ANYANTENNAS.
4. REFER TO ANT-3 & ANT-3A FOR DETAIL ON EXISTING & PROPOSED RFCONFIGURATION.
IN
PROPOSED ANTENNA(TYP. OF 6)
EXISTING SECTOR FRAMETO REMAIN (Tl'P. OF 3)
N77
PROPOSED RADIO 4890
MOUNTED TO BACK OF ANTENNAPIPE (T]'P. OF 3). SEE ANT-2B
SECTOR - GAMMAAZIMUTH 270°
PROPOSED RADIO 4490MOUNTED TO BACK OF ANTENNAPIPE (TfP. OF 3). SEE ANT-2B
PROPOSED 6419 AIR ANTENNAMOUNTED TO ANTENNA PIPE
(TTP. OF 3). SEE ANT-2B.
PROPOSED RAYCAP JUNCTION BOX
MOUNTED TO BACK OF ANTENNAPIPE (Fl'P. OF 2). SEE ANT-2B
NOTE:THE GENERAL CONTRACTOR IS TO REFER TO THE STRUCTURAL MOUNT ANALYSISPERFORMED BY OTHERS. THIS IS A REPRESENTATION TAKEN DIRECTLY FROM THATANALYSIS. IF THERE IS CONFLICT BETWEEN THE ANALYSIS AND DRAWINGS, THE
ANALYSIS TAKES PRECEDENT. VERIZON WIRELESS CONTRACTED DIRECTLY WITH THEMOUNT ANALYSIS ENGINEER: TERRA IS NOT RESPONSIBLE FOR THE MOUNT ANALYSIS.
0 PROPOSED ANTENNA LAYOUT
N.T.S.
MDG#
5000022794
IRON RIVER 11
67085 W SPIDER LAKE RDIRON RIVER, Wl 54847
CHECKED BY:
PROPOSED ANTENNALAYOUT
SHEET NUMBER
ANT-2A
NOTE:THE GENERAL CONTRACTOR IS TO REFER TO THE STRUCTURAL MOUNT ANALYSIS PERFORMED BYOTHERS. THIS IS A REPRESENTATION TAKEN DIRECTLY FROM THAT ANALYSIS. IF THERE IS CONFLICT
BETWEEN THE ANALYSIS AND DRAWINGS. THE ANALYSIS TAKES PRECEDENT. VERIZON WIRELESSCONTRACTED DIRECTLY WITH THE MOUNT ANALYSIS ENGINEER; TERRA IS NOT RESPONSIBLE FORTHE MOUNT ANALYSIS.
Plan View
Front View - Loota'ng at Structure
•BB
~(S£^
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Plan View
Front View - Looking at Structure
•IS8)
BETA SECTOR
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GAMMA SECTOR
ReBf Model
ALPHA SECTOR
Height Width H Dlst Pipe Pipe Ant
(in) (in) FmL. » Pcs V Pos
C. Ant Ant
Frm T. H Off
A2
R3
A2
R4
A1
A5
NHH-65C-R2B
4490
NHH-65C-R2B
4890
Air 6419
RVZDM315-PF-48
96
20.6
96
20.6
28.3
29.5
11.9
15.7
11.9
15.7
18.1
16.5
121
121
51
51
3
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2
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3
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4
4
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Front
Behind
Front
Behind
Front
Behind
48
12
48
12
48
12
0
0
0
0
0
0
Added
Added
Added
Added
Added
Added
BETA SECTOR
Height Width H Dlst Pipe Pipe Ant
(In) (in) FnnL. # PosV Pas
C. Ant Ant
Frm T. H Off
A2
R3
A2
R4
A1
A5
NHH-85C-R2B
A490
NHH-65C-R2B
4890
Air 6419
RVZDC-3315-PM8
86
20.6
96
20.6
28.3
29.5
11.9
15.7
11.8
15,7
16.1
16.5
121
121
51
51
3
3
2
2
3
3
4
4
b
a
a
a
a
a
Front
Behind
Front
Behind
Front
Behind
48
12
48
12
48
12
0
0
0
0
0
0
Added
Added
Added
Added
Added
Added
GAMMA SECTOR
Height Width H Dlst Pipe Pipe Ant C. Ant Ant
(in) (in) FnnL. # Pcs V Pos FmT. H Off Status
A2
R3
A2
R4
A1
NHH.65C-R2B
4490
NHH-65C-R2B
4890
Air 6419
98
20.6
96
20.6
28.3
11.9
15.7
11.9
15.7
16.1
121
121
51
51
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3
3
4
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Behind
Front
Behind
Front
48
12
48
12
48
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MDG#
5000022794
IRON RIVER II
67085 W SPIDER LAKE RD
IRON RIVER, Wl 54847
CHECKED BY:
PROPOSED ANTENNALAYOUT
SHEET NUMBER
NOTE:THE GENERAL CONTRACTOR IS TO REFER TO THE STRUCTURAL MOUNT ANALYSIS PERFORMED BY OTHERS. THIS IS A REPRESENTATION TAKENDIRECTLY FROM THAT ANALYSIS. IF THERE IS CONFLICT BETWEEN THE ANALYSIS AND DRAWINGS, THE ANALYSIS TAKES PRECEDENT. VERIZONWIRELESS CONTRACTED DIRECTLY WITH THE MOUNT ANALYSIS ENGINEER; TERRA IS NOT RESPONSIBLE FOR THE MOUNT ANALYSIS.
ANT-2B
Antenna Summary
Added
700 850 1900 AWS AWS3 L-Sub6 Make Model
SG Ericsson AIR64
LTE LTE LTE LTE LTE COMMSCOPE NHH-65C-R2B
Removed
700 860 1900 AWS AWS3 L-Sub6 Make
LTE LTE ANTE!
Hem Description
HEX PORT,
AWS/PCS/700/8SO, 8
FT, 65 HBW,
Item Description
Centeriine Tip Height Azimuth
20(A)
150(B)
270(0
RET
291.2
4xRx InstType Quantity Item ID
false PHYSICAL 3
290
20(A)
150(B)
270(0
PHYSICAL 6 1900056293
fle tame d
700 850 1900 AWS AWS3 L-Sube Make
BXA-70063-8CF
Model ttem Description
Centeriine Tip Height Azimuth
20(1)
290 2935 150(2)
27u(3)
Centeriine Tip Height Azimuth
RET 4xRx InstType Quantity Item ID
fabe PHYSICAL 3
RET 4xRx Inst Type Quantity Item ID
No da;aavai!ab!e.
0 ANTENNA SUMMARY
N.T.S.
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Equipment Summary
AMH
Location
Tower
Tower
Tower
ShfiHer
TOO
LTE
850
LTE
1900
LTE
AWS AWS3
LTE
L.Sub
SG
6 Make
Ericsson
Ericsson
Ericuson
RAVCAPIHC
Mods)
4490
AtR64ia_B770
4890
RVZDC-3315-P
RAYCAPINC RVZDC.3315.PF.4a
RAYCAPtNC 3315-ALM.RS485
JMA
INFORMATION PB-19-SVS-16-BBTECHNOLOGY
JMA
INFOfiMATION PB-PSU-ICS-BB
TECHNOLOGY
ROSENBERGER HCH<6244SXXX
JMA
INFORMATION PB-PSU-COV-BB
TECHNOLOGY
Henwved
Location
Shelter
Towsr
Tower
fletained
Location
700 850 1900 AWS AWS3
LIE
LTE
L.SubC Make
EfllCSSONINC
ERICSSON INC
Commscop&
Model
KRCT856/1
KRC161652/3
15/8"
700 ago 1900 AWS Awsa L-Sub6 Make
Item Description
Tower Top and
Base power
protection ?e
TowwTopand
Bar power
protection fibe
RETROFIT FOR
TOE80VPDIST
BOX
191N 16 OUTPUT
DC BOOST
SHELF wOMM
BOOST MODULE2 CH 1600 A
LOW INDUCT
HYBRID S10FT6#6PWR 13»R SM
F
SLOT BUNK
COVEK.PSU
Item Deccriptioti Install Type Quantity Item ID
RULB13700MMZ PHYSICAL 6 1900136490
RADIO 2212 B5 PHYSICAL 3 1900136569
PHVSICA1. 6
Item Description Install Type Quantity Item ID
Install Type Quantity Item ID
PHYSICAL 3
PHYSICAL 3
PHYSICAL 3
PHYSICAL 2
PHYSICAL 2
PHYSICAL 4 1900070685
PHYSICAL 1 1900400629
PHYSICAL B 1900400627
PHYSICAL 2 190043S717
EQUIPMENT SUMMARY
N.T.S.
MDG#
5000022794
IRON RIVER I
67085 W SPIDER LAKE RDIRON RIVER, Wl 54847
CHECKED BY;
SHEET TITLE
ANTENNAINFORMATION
SHEET NUMBER
ANT-3
RF EMISSIONS REPORT PROVIDED
YES
DATE OF REPORT:.
I NO
SIGNAGE/BARRIERS REQUIRED
YES I NO
ESTIMATED MAIN LINE HYBRID LENGTH
ANTENNA CENTERLINE (±)
290'
ICE BRIDGE LENGTH (±)
26'
SHELTER (±)
8'
TOTAL (±)
324'
POWER SHIFT OR POWER BOOST NEEDED DUE TO HYBRID LENGTH OVER 175 FEET
EXISTING EQUIPMENT TO BE REUSED
LOCATION
TOP
BOTTOM
COMPONENT
MAIN RAYCAP
MAIN RAYCAP
COUNT
0
0
EXISTING CABLING TO BE REUSED
Pl'PE
HYBRID
COAX
SIZE
MAIN TRUNK
N/A
COUNT
0
0
0 RAYCAP/HYBRID CABLE INFORMATION
N.T.S.
£L
Alpha, Beta, Gamma
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CABLE DIAGRAM
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MDG#
5000022794
IRON RIVER II
67085 W SPIDER LAKE RDIRON RIVER, Wl 54847
CHECKED BY:
COMBINER CABLE DATA& CABLE DIAGRAM
SHEET NUMBER
ANT-3A
#2 AWG INSULATED GROUNDWIRE TO COLLECTOR
GROUND BAR, TYP.
COLLECTOR GROUND BAR
EXISTING GROUND BAR BONDEDTO EXISTING GROUND SYSTEM
NOTES:
1. DETAIL IS CONCEPTUAL ONLY. PLEASE SEE ECRAND LAYOUT SHEETS FOR ACTUAL EQUIPMENTCONFIGURATION.
2. GROUND CONNECTIONS MUST BE DOUBLEHOLE CONNECTION. SPECIAL EXCEPTION ONLYTO EQUIPMENT THAT WILL NOT ALLOW FOR ADOUBLE HOLE CONNECTION.
G>TYPICAL APPURTENANCE GROUNDING
SCALE: N.T.S.
NOTES:1. DO NOT INSTALL CABLE GROUND KIT AT A BEND ANDALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR.
2. THIS DETAIL IS TYPICAL FOR EACH COAX CABLE WHERE ITIS SPECIFIED TO BE GROUNDED
3. CABLE TO BE GROUNDED AT ANTENNA LEVEL AND PRIOR
TO ENTERING SHELTER ENTRY PANEL.
4. CABLE ALSO TO BE GROUNDED TO GROUND BAR AT
TOWER BASE IF APPLICABLE.
5. USE ONLY TIN PLATED GROUNDING KITS.
COAX/HYBRIDCABLE
WEATHERPROOFING KITS
©'1^ GROUNDING
STRAP KITS
SCREW ON LUG
ATTACHED TOGROUNDING WIRE
GROUNDING
STRAP KITS
I
COAX / HYBRID CABLE GROUND KIT DETAIL
N.T.S.
SPECIFICATIONS DC SURGE PROTECTION FOR RRU/INTEGRATED ANTENNA RADIO HEAD
APPLICATION: TOWER / BASE / ROOFTOP / ROOFTOP DISTRIBUTION MODELS
WEIGHT: 32LBS (14.51 KG)
[mm]
INCHES
PROPOSED RAYCAP JUNCTION BOX MODEL#
RCMDC-3315-PF-48 OR RCMDC-3300-PF-48
OR APPROVED EQUAL
FRONT VIEW SIDE VIEW BOTTOM VIEW
RAYCAP JUNCTION BOX DETAIL
SCALE: N.T.S.
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MDG#
5000022794
IRON RIVER I
67085 W SPIDER LAKE RD
IRON RIVER, Wl 54847
SHEET TITLE
DETAILS
SHEET NUMBER
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7
0
6
-
7
4
1
5
verizon^fuze I RFDS
Project Details
MIDWEST > Upper Midwest > Hlinois/Wisconsin >Wisconsin > Iron River II
RF Submit by: Islam. Md Toufikul - md.toufikul.islam@verizonwireless.com -12/28/2023, 12:50:50 PM
EE Submit by; Adanlawo, Oluleke - o1uleke.adanlawo@verizonwireless.com -1/5/2024, 8:56:34 AM
Location Information
FUZE Project ID: 17120685
Project Name: 4G AWS3 - Carrier Add
Project Alt Name: 5G L-Sub6 (Pending RFDS for Alt. Name)
Project Type: Modification
Modification Type: RF
Designed Sector Carrier 4G: 23
Designed Sector Carrier 5G: N/A
Additional Sector Carrier 4G: N/A
Additional Sector Carrier 5G: N/A
FP Solution Type &Tech Type: MODIFICATION;4G AWS.4G AWS3.4G PCS.5G L-
Sub6
Carrier Aggregation: false
MPTId:
eCIP-0: false
Suffix:
Site ID: 1417563
E-NodeBID: 210306,101010.1010101
MDG Location ID: 5000022794
PSLC:250290
Switch Name: Plymouth Meeting
Tower Owner:
Tower Type: Self Support (Lattice Tower)
Site Type: MACRO
Site Sub Type: TRADITIONAL
Street Address: 67085 W Spider Lake Rd
City: Iron River
State: Wl
Zip Code: 54847
County: Bayfield
Latitude: 46.54688889 / 46" 32' 48.8" N
Longitude: -91.41408333 / 91° 24' 50.7" W
RFDS Project Scope: 12/28/2023: Submitted Mod RFDS. Kept LB tilt settings as existing but SP can change
Proprietary and CcnfidenUa). Not for disclosure outside ofVeri;
Equipment Summary
Added
Location
Tower
Tower
1900 AWS AWS3 L-Sub6 Make
Ertesson
SG Ericsson
Ericsson
RAYCAPINC
JMA
INFORMATION
TECHNOLOGY
JMA
INFORMATION
TECHNOLOGY
ROSENB6RGER
CDSLLC
Model
4490
AIB6419.B77D
4890
RVZDC-331S.PF.4S
RVZDC-3315.PF-48
3315-ALM-RS485
PS.19.SVS.1G.BB
PB-PSU-162.BB
HCH-66244SXXX
Item Description
Tower Top and
Bass power
protection fibe
Tower Top and
Base power
protection tibe
RETTtOMTFOR
THE60VPD1ST
BOX
191N 16 OUTPUT
DC BOOST
SHELF WOMM
BOOST MODULE
2CH1SOOA
LOW 1NDUCT
HYBRID 510FT
6#6PWR12PRSM
Install Type Quantity Item ID
PHYSICAL 3
PHYSfCAt 3
PHYSfCAt. 3
PHYSICAL 2 1900422
1900422667
1900070685
PHYSICAL 2
Location
Shelter
Tower
Retained
Location
700
us
700 1900 AWS AWS3
JMAINFORMATION
TECHNOLOGY
..Sub6 Make
ERICSSON INC
ERICSSONINC
Cmmicop.
PB.PSU-COV.BB
Mode!
KRC1185G/1
KRCI616S2/3
15/8"
SLOT BUNKCOVER, PSU
Item Description Install Type Quantity Item ID
RULB13700MHZ PHYSICAL 6 1900136490
RADIO 2212 85 PHYSICAL 3
PHYSICAL 6
1900136569
Item Description Install Type Quantity Item ID
Added
700 850 1900 AWS AWS3 L-Sub6 Make Model
5G Ericsson AIR6419
COMMSCOPE NHH.65C-1
Antenna Summary
Centerline Tip Height Azinr
HEXPORT,
AWS/PCS/700/850, 8
FT, 65 HBW,
20W150(B)
270(C)
20(A)160IB)Z701C)
RET 4xRx InsLType Quantity Item ID
false PHYSICAL 3
false PHYSICAL 6 1900056
Removed
700 850 1900 AWS AWS3 L-Sub6 Make Model
BXA.70063-8CF
Centerline Tip Height Azimuth
20<1)
293.9 150(2)
270(3)
290
4xRx InsLType Quantity Item ID
false PHYSICAL 3
Retained
700 850 1900 AWS AWS3 L-Sub6 Make Centerline Tip Height Azimuth txRx tnsLType Quantity Item ID
Sem'ce Info
AztmuthCell/ENode BIDAntenna Model
Antenna MakeAntenna CenterifnefFt)
Mechanical Down-TtttfDeg.)Electrical Down-TiltTip HeightRegulatory PowerDLEARFCN
Channel Bandwidth(MHz)Total ERP(W)TMA MakeTMA Mode!RRU MakeRRU Model
Number ofTx.Rx LinesPosition
Tfansmrlterlds°"r"
Sector
AzimirthCdl/.ENodeBIDAntenna Model
Antenna MakeAntenna Centeriine{Ft)
Mechanical Dov»n-Tilt(Deg.)Electrical Down-TiltTip HeightRegulatory PowerDLEARFCN
Channel Bandwidth [MHz)Total ERP(W)TMA MakeTMA ModelRRU MakeRRU Mode]Number of TX,RK Lines
PositionTransmitter Id
Source
0120210306BXA-70D63-8CF
ANTEL
29.0I2293.9133.025230
101197.16
EricssonZxHULOlB13
2.2.
1497424;ATOLL.API
293.9133.025230
14974243ATOLL^API
COMMSCOPE
COMMSCOPE
20S43411ATOLLAPI
0002
20S43400ATOLL_API 20543412ATOLL.AP)
SectorArimuthCell/ENodeBIDAntenna Model
Antenna Make
Antenna CenterrmatFt)HanicalDown-TitttDeg.)Electrical Down-TlltTip HeightRegulatory PowerDLEARFCN
annelBandwidthtMHe)Total ERP(W)TMA MakeTMA ModelRRU MakeRRU Modellumber ofTx.Rx Lines
PositionTransmitter Id
Source
0120210306BXA-70063-8CF
AOTEL29012293.9354.712560
101596.; 1
Ericsson221Z B522
14974245ATOLLAPI 14974246ATOLLAPI
233.9354.7.12560
14974247ATOLLAPI
NHH-65C-R2B
COMMSCQPE
.270101010NHH-65C-Et2B
SectorAiimuthCell/ENode BIDAntenna Model
Antenna MakeAntenna CcnterEne(Ft)Mechanical Down.TilttDegJElectrical Down-TiltTip HeightRegulatory PowerDLEARFCN
Channel Bandwidth(MHdTotal ERP(W)TMA MakeTMA ModelRRU MakeRRU Model
Number of TX.RX Lines
Transmrtter IdSource
COMM5COPE
20543401ATOLLAPI
coMMscope
20543402ATOLL_AP1 2D543407ATOLL.API
COMMSCOPE
NHH-65C-R2B
COMM5COPE COMMSCOPE
20543408ATOLLAPI 20543413ATOLL^API 205')34L4ATOLL.APf
Proprietary and ConMentla). Not for disclosure outside
Callsigns Per Antenna
Antenna Model
Antenna MakeAntenna Conteriinc{Ft)
Mechanical D«mn.Tilt(Deg.)Electrical Down-TIItTipH,i,hlRegulatory PowerDLEARFCN
Channel Bandwidtft(MHz)Total ERP(W)TMA MakeTMA ModelRRU MakeRRU ModelNumber of Tx.Rx LinesPositionTransmitter Id
Source
SectorAzimuthCell/ENode BID
Antenna Model
Antenna MakeAntenna CenteritnetFt)MechanlcalDown-TilKDegJ
Electrical Down-TiltTip Height
RfiQulatory. PowcfDLEARFCN
Channel BandwMthtM Hz)Total ERP(W)TWA MakeTMA ModelRRU MakeRRU ModelNumber ofTx^RxUnes
PositionTransmitter Id
291.2803.87650006,655324
AIR64l9_B77D
231.2.803.87650006,655324
AIR6419LBT7D
Z91.2603,37650006, 655324
Sector Antenna Make
02 COMMSCOPE
03 COMMSCOPE
03 COMMSCOPE
0001 Ericsson
02 COMMSCOPE
02 COMMSCOPE
01 COMMSCOPE
03 COMMSCOPE
0003 Ericsson
0002 Ericsson
COMMSCOPE
COMMSCOPE
Antenna Model
NHH.65C-R2B
NHH-65C.R2B
NHH-65C-R2B
NHH.65C.R2B
NHH-65C-R2B
NHH-65C.R2B
AIR6419
NHH-65C-R2B
NHH.65C.R2B
NHH-65C-R2B
Ant CL Tip AzimuthHeightAGL Height (TN)Elec Mech Gain
290
290
294
294
0001
01
03
03
02
01
01
01
33
Ericsson
COMMSCOPE
COMMSCOPE
COMMSCOPE
COMMSCOPE
COMMSCOPE
COMMSCOPE
COMMSCOPE
COMMSCOPE
AIR6419
NHH.65C-R2B
NHH.6SC-R2B
NHH.65C.R2B
NHH.65C-R2B
NHH.65C-R28
NHH.65C-R2B
NHH-65C-R2B
NHH-6SC.R2B
290
290
290
290
290
290
290
290
290
291.2
294
294
294
294
294
294
294
294
20
20
270
270
150
20
20
20
270
290 294 150
290 294 150
290 294 20
290 294 270
290 291.2 270
290 291.2 150
290 : 294 20
290 294 . 150
290 294 : 150
Beam Regulatory : CallsignsWidth Power 700
66 251.46
65 149.82 WQJQ691
102^2 803.87
15.77
15.77
15.77
14
16^4
15.77
14
13,74
66
66
66
85
62
66
65
62
251.46
754^8
251.4S
149.S2
285.41
75-U8
149.82
567.04.
PSD
WQJQ691
WQJQ691
13.74.
16.34
16^4
15.77
102^2 803.87
567.04.
PSD
567.04.
PSD
102.22 803.87
102^2 803^7
62 428.11
62 428.11
66 754^8
1900 2100
KNLF342
WOVN983
WQWH554
KNLF342
KNLG415
KNLF342
WQGA717
WRAMS81
KNKN485
KNKN485
WQGA717
WRAM881
WQGA717
WRAM881
WQVN983
WQWH554
WQVN983
WOWH554
WRNH285
WRNH286
WRNH287
WRNH2B8
WRNH281
WRNH282
WRNH283
WRNH284
WRNH285
WRNH285
WRNH286
WRNH287
WRNH288
WRNH285
WRNH286
WRNH287
WRNH288
iprletary and Confidential. Nat for disclosure outside of Proprietary and ConNdenUal. Not for disclosure
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3/4/2024
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NHH-65C-R2B
4490
NHH-65C-R2B
4890
Ar6419
96
20.6
96
20.6
28.3
11.9
15.7
11.9
15.7
16.1
121
121
51
51
3
2
2
3
3
4
Fr
B
Fr
B
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48
d 12
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4890
Ar6419
RVZDC-3315-PF-48
96
20.6
96
20.6
28.3
29.5
11.9
15.7
11.9
15.7
16.1
16.5
121
121
51
51
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3
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Plan View
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4890
Ar6419
RVZDC-3315-PF-48
96
20.6
96
20.6
28.3
29.5
11.9
15.7
11.9
15.7
16.1
16.5
121
121
51
51
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3
2
2
3
3
4
4
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OR
D The contractor notes that the equipment on the mount is not in accordance with the sketch and has
noted the differences below and provided photo documentation of any alterations.
Comments:
Was the mount modification completed in conjunction with the eauipment change / installation?
D Yes D No
Special Instructions / Validation as required from the MA or Mod Drawings:
Issue:
n/a
Response:
Special Instruction Confirmation:
D The contractor has read and acknowledges the above special instructions.
Comments:
Contractor certifies that the climbing facility / safety climb was not damaged prior to starting work:
D Yes D No
Contractor certifies no new damage created during the current installation:
D Yes D No
Contractor to certify the condition of the safety climb and verify no damage when leaving the site:
D Safety Climb in Good Condition D Safety Climb Damaged
Comments:
o Photos showing each individual sector after installation of modifications. Each entire
sector must be in one photo to show the interconnection of members.
• These photos shall also certify that the placement and geometry of the
equipment on the mount is as depicted in the antenna placement diagram in this
form.
o Photos that show the model number of each antenna and piece of equipment installed
per sector.
o Photos of each installed modification per the modification drawings; pictures shall also
include connection hardware (U-bolts, bolts, nuts, all-threaded rods, etc.)
o Photos showing the distances (relative distance between collars) of the installed
modifications from the appropriate reference locations shown in the modification
drawings.
o Photos showing the installed modifications onto the tower (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, an elevation measurement shall be provided
before the elevation change.
Material Certification:
• Materials utilized must be as per specification on the drawings or the equivalent as validated by
the SMART Tool vendor.
o If the materials are as specified on the drawings
• The contractor shall provide the packing list, or the materials certifications for
the materials utilized to perform the mount modification
• Commscope, Metrosite, Perfect Vision, Sabre, and Site Pro have all agreed to
support Verizon vendors with the necessary material certifications
o If seeking permission to use an equivalent
• It is required that the SMART Tool engineering vendor approval of such is
included in the contractor submission package. There may be an additional
charge for approval if the equivalent submission doesn't meet specifications as
prescribed in the drawings.
D All hardware has been properly installed, and the existing hardware was inspected.
D The material utilized was as specified on the SMART Tool engineering vendor Mount Modification
Drawings and included in the material certification folder is a packing list or invoice for these materials.
OR
D The material utilized was approved by a SMART Tool engineering vendor as an "equivalent" and this
approval is included as part of the contractor submission.
Antenna & Equipment Placement and Geometry Confirmation:
The contractor certifies that the photos support and the equipment on the mount is as depicted on
the sketch and table included in this form and with the mount analysis provided.
Mount Desktop- Post Modification Inspection (PMI) Report Requirements
Documents & Photos Required from Contractor - Mount Modification
Electronic pdf version of this can be downloaded at https://pmi.vzwsmart.com
For additional questions and support, please reach out to pmisupport@pauljford.com
MDG #: 5000022794 SMART Project #: 10224813 Fuze Project ID: 17120685
Purpose - to upload the proper documentation to the SMART Tool in order to allow the SMART Tool
engineering vendor 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:
• If installation of the modification will cause damage to the structure, the climbing facility, or
safety climb if present or any installed system, SMART Tool vendor to be notified prior to install.
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) shall be shown. NOTE: If loading is
different than what is conveyed in the post-modification passing mount analysis (MA) contact
the SMART Tool vendor immediately.
• Each photo shall be time and date stamped.
• Photos should be high resolution.
• Contractor shall ensure that the safety climb wire rope is 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. If there is conflict, contact the SMART Tool engineer for
recommendations.
• The PMI can be accessed at the following portal: https://pmi.vzwsmart.com
Photo Requirements:
• Photos taken at qround level
o Photo of Gate Signs showing the tower owner, site name, and number.
o Overall tower structure after installation of the modifications.
o Photos of the mount 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 the safety climb wire rope above and below the mount prior to
modification.
o Photos showing the climbing facility and safety climb if present.
Mount Post-Modification Analysis Report
(3) 14.42-Ft Sector Frame
Mount Connection Envelope Reactions:
March 5, 2024
Site ID: 5000022794-VZW/IRON RIVER II
Page | 5
Connection
Description
Sector A/B/C
Top Standoff
Sector A/B/C
Bottom
Standoff
Sector A/B/C
Tieback
Sector A/B/C
Reinforcement
Elev.AGL(Ft)
291.7
288.3
289.0
294.2
Node
Label
N51
N52
N50
N49
Envelope Wind Reactions
Axial(Lbs)
499
337
153
944
Lateral(Lbs)
1821
2146
1537
1152
Moment
(K-Ft)
0.000
0.000
0.000
0.000
Torsion
(K-Ft)
0.000
0.000
0.000
0.000
Envelope Wind + Ice Reactions
Axial(Lbs)
812
794
106
2027
Lateral(Lbs)
2162
2509
625
2191
Moment(K-Ft)
0.000
0.000
0.000
0.000
Torsion
(K-Ft)
0.000
0.000
0.000
0.000
Notes:
- Axial loads act along the axis of the tower leg
- Lateral reactions act perpendicular to the tower leg
- Moment loads introduce bending moment to the tower leg
- Torsion loads introduce twisting moment to the tower leg
Mount Steel (EPA)a per ANSI/TIA-222-H Section 2,6.11.2:
Ice
Thickness
(In)
0
0.5
1
Mount Pipes Excluded
Front (EPA)a
(Sq. Ft.)
36.0
45.6
54.8
Side (EPA)a
(Sq. Ft.)
12.4
17.2
21.8
Mount Pipes Included
Front (EPA)a
(Sq. Ft.)
45.1
58.5
71.6
Side (EPA)a
(Sq. Ft.)
21.5
30.2
38.6
Notes:
- (EPA)a values listed above may be used in the absence of more precise information
- (EPA)a values in the table above include 1 sector(s).
- Ka factors included in (EPA)a calculations
Requirements:
The existing mounts will be SUFFICIENT for the final loading configuration (attachment 2) after the modifications
detailed in attachment 3 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. Contractor Required PMI Report Deliverables
2. Antenna Placement Diagrams
3. Mount Modification Drawings
4. Mount Photos
5. Mount Mapping Report (for reference only)
6. Analysis Calculations
Mount Post-Modification Analysis Report
(3) 14.42-Ft Sector Frame
March 5, 2024
Site ID: 5000022794-VZW/IRON RIVER II
Page | 4
5. The mount was checked up to, and including, the bolts that fasten it to the mount collar/attachment and
threaded rod connections in collar members if applicable. Local deformation and interaction between the
mount collar/attachment and the supporting tower structure are outside the scope of this analysis.
6. All services are performed, results obtained, and recommendations made in accordance with generally
accepted engineering principles and practices. Paul J. Ford and Company is not responsible for the
conclusion, opinions, and recommendations made by others based on the information supplied.
7. Structural Steel Grades have been assumed as follows, if applicable, unless otherwise noted in this
analysis:
o Channel, Solid Round, Angle, Plate
o HSS (Rectangular)
o Pipe
o Threaded Rod
o Bolts
ASTM A36 (Gr. 36)
ASTM 500 (Gr. B-46)
ASTM ASS (Gr. B-35)
F1554(Gr.36)ASTM A325
8. Any mount modifications listed under Sources of Information are assumed to have been installed per the
design specifications.
Discrepancies between in-field conditions and the assumptions listed above may render this analysis
invalid unless explicitly approved by Paul J. Ford and Company.
Analysis Results:
Component
Face Horizontals
Standoff Members
Tie Backs
Bracing Members
Mount Pipes
Mount to Tower Connection
Utilization %
88.7%
43.0%
10.0%
17.8%
80.4%
21.6%
Pass/Fail
Pass
Pass
Pass
Pass
Pass
Pass
Structure Rating - (Controlling Utilization of all Components)88.7%
Mount Post-Modification Analysis Report
(3) 14.42-Ft Sector Frame
Final Loading Configuration:
March 5, 2024Site ID: 5000022794-VZW/IRON RIVER II
Page | 3
The following equipment has been considered for the analysis of the mounts:
Mount
Elevation(ft)
290.00+/-
Equipment
Elevation(ft)
290.00
Quantity
3
6
3
3
2
Manufacturer
Ericsson
Commscope
Ericsson
Ericsson
Raycap
Model
AIR6419
NHH-65C-R2B
4490
4890
RVZDC-3315-PF-48
Status
Added
The recent mount mapping did not report existing OVP units. However, it is acceptable to install up to any three (3)
of the OVP model numbers listed below as required at any location other than the mount face without affecting the
structural capacity of the mount. If OVP units are installed on the mount face, a mount re-analysis may be required.
Model Number
RHSDC-1064-PF-48
RC3DC-3315-PF-48
RC3DC-3300-PF-48
RC3DC-4750-PF-48
RHSDC-6627-PF-48
RHSDC-6600-PF-48
Ports
2
6
6
6
12
12
AKA
OVP-2
OVP-6
OVP-6
OVP-6
OVP-12
OVP-12
Standard Conditions:
1. All engineering services are performed on the basis that the information provided to Paul J. Ford and
Company and used in this analysis is current and correct. The existing equipment loading has been applied
at locations determined from the supplied documentation. Any deviation from the loading locations specified
in this report shall be communicated to Paul J. Ford and Company 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 in accordance with the NSTD-446 Standard, the mounts are assumed to have been
properly fabricated, installed and maintained in good condition, twist free and plumb in accordance with its
original design and manufacturer's specifications.
4. All member connections are assumed to have been designed to meet or exceed the load carrying capacity
of the connected member unless otherwise specified in this report.
Mount Post-Modification Analysis Report
(3) 14.42-Ft Sector Frame
Executive Summary:
March 5, 2024
Site ID: 5000022794-VZW/ IRON RIVER II
Page | 2
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
Radio Frequency Data Sheet (RFDS)
Mount Mapping Report
Previous Mount Analysis Report
Proposed Mount Modification
Remarks
VerizonRFDS, 17120685, dated January 5, 2024
Elite-ICT, Project # 5000022794, dated February 7, 2024
Paul J Ford. Project # 24323-1072.002.8190, dated February 15, 2024
Paul J Ford, Project # 24323-1072.003.8191, dated March 5, 2024
Analysis Criteria:
Codes and Standards:
Wind Parameters:
Seismic Parameters:
Maintenance Parameters:
Analysis Software:
ANSI/TIA-222-H
Basic Wind Speed (Ultimate 3-sec. Gust), VULT:
Ice Wind Speed (3-sec. Gust):
Design Ice Thickness:
Risk Category:
Exposure Category:
Topographic Category:
Topographic Feature Considered:
Topographic Method:
Ground Elevation Factor, Ke:
Ss:
Si:
Wind Speed (3-sec. Gust):
Maintenance Live Load, Lv:
Maintenance Live Load. Lm:
106 mph
50 mph
1.50 in
IIc
1N/A
N/A
0.959
0.041 g
0.016 g
30 mph
250 Ibs.
500 Ibs.
RISA-3D(V17.0.3)
verizon PJF PAUL J. FOR D& COMPANY
Paul J. Ford and Company
250 East Broad Street Suite 600
Columbus, OH 43215(614)221-6679
PJFmount@pauljford.com
Post-Modification Antenna Mount Analysis Report and PMI Requirements
Mount Fix
SMART Tool Project #: 10224813
Paul J Ford Project #: 24323-1072.003.8191
March 5, 2024
Srte Information
Structure Information
Site ID:
S;te Name:
Carrier Name:
/Address:
Latitude:
Longitude:
Tower Type:
Mount Type:
5000022794-VZW/I RON RIVER 11
IRON RIVER II
Verizon Wireless67085 W SPIDER LAKE RD
IRON RIVER, WISCONSIN 54847, BAYFIELD
County
46.546889°
-91.414083°
380-Ft Guyed
14.42-Ft Sector Frame
FUZE ID #17120685
Analysis Results
14.42-Ft Sector Frame: 88.7% Pass w/ Modifications*
*Antennas and equipment to be installed in compliance with PMI Requirements of this mount analysis.
***Contractor PMI Reauirements:
Included at the end of this MA report
Available & Submitted via portal at https://pmi.vzwsmart.com
For additional questions and support, please reach out to:
pmisupport@pauljford.com
Report Prepared By: Jake Gold
WD
,1<^U'/»,^°^^^^/"-_ \^^ / RE6EKAHM. \hl ^; ; DORRS " \ \: _E-47595 : -: -0\ COLUMBUS. / ^ ^"'^\ OH16~" /s:
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0310512024
MOUNT MODIFICATION DRAWINGS
PROPOSED CARRIER: VERIZON WIRELESS
5000022794-VZW / IRON RIVER
67085 W SPIDER LAKE RD
IRON RIVER, WISCONSIN 54847
BAYFIELD COUNTY
LAT: 46° 32' 48.80"; LONG: -91° 24' 50.70"
TOWER OWNER: CHEQUAMEGON
TOWER OWNER #: 1034702
FUZE ID #17120685
CONTRACTOR PMI
PMIACCESSED AT
SMART TOOL VENDOR PROJECT #
VZW LOCATION CODE (PSLC)
MDG#
REQUIREMENTS
HTTPS://PMI.VZWSMART.COM
10224813
250290
5000022794
*** PMI AND REQUIREMENTS ALSO EMBEDDED WITHIN MOUNT ANALYSIS REPORT
VZW APPROVED SMART KIT VENDORS
REFER TO BILL OF MATERIALS SHEET FOR VZW SMART KIT APPROVED VENDORS
SHEET INDEX
SHEET
ST-1
SBOM
SGN-1
SCF-1
SS-1
SS-2
DESCRIPTION
TITLE SHEET
BILL OF MATERIALS
GENERAL NOTES
CLIMBING FACILITY DETAILS
MODIFICATION DETAILS
MOUNT PHOTOS
SPECIFICATION SHEETS
REV
0
0
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0
0
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0310512024
8 Copyright 2024, by Paul J. Ford and Compan)All Rights Reserved. This document and
the data contained herein, is proprietary
to PaulJ. Ford and Company, issued in
strict confidence and shall not, without the
prior written permission of Paul J.Ford
and Company, be reproduced, copied or
used for any purpose other than theintended use for this specific project.
Q ^Ev. i|°^t"-z§!-
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!ROJECT No:24323-1072.003.8191
IRAWN BY:JAG
'ESIGNED BY:JAG
tiECKED BY:RMD
IATE:3/5/2024
TITLE
SHEET
ST-1
BILL OF MATERIALS
VZWSMART KITS
QUANTITY MANUFACTURER
VZWSMART
PART NUMBER DESCRIPTION PIECE WEIGHT (LBS)TOTAL WEIGHT (LBS)MATERIAL NOTES
OTHER REQUIRED PARTS
QUANTITf
3
MANUFACTURER
PERFECT VISION
PART NUMBER
PV-VSK-T
DESCRIPTION
V-BRACING KIT
PIECE WEIGHT (LBS)
115.00
TOTAL WEIGHT =
TOTAL WEIGHT (LBS)
345.00
345.00
MATERIAL NOTES
I © Copyright 2024, by Paul J. Ford and Company,
I All Rights Reserved. This document andthe data contained herein, is proprietary
to PaulJ. Ford and Company, issued instrict confidence and shall not, without the
prior written permission of Paul J.Ford
and Company, be reproduced, copied or
used for any purpose other than theintended use for this specific project.
m Eo! §|1>-?^
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NOTE: ALL MATERIALS REQUIRED FOR THE DESIGN MODIFICATIONS BUT NOT LISTED IN THIS SHEET ARE ASSUMMED TO BE PROVIDED BY THE CONTRACTOR.
w0or _ ^
V)ill— WQ
<CdQ
^ii^9
sl0Kl0sl
VZWSMART KITS - APPROVED VENDORS
VENDOR
PERFECT VISION
SITEPRO
SABRE INDUSTRIES INC.
METROSITE
FABRICATORS, LLC
COMMSCOPE
CONTACT
WIRELESS SALES
PAULA BOSWELL
ANGIE WELCH
KENT RAMEY
SALVADOR ANGUIANO
EMAIL
WIRELESSSALES@PERFECT-VISION.COM
PAUIA.BOSWELL@VALMONT.COM
AKWELCH@SABREINDUSTRIES.COM
KENT@METROSITELLC.COM
SALVADOR.ANGUIANO@COMMSCOPE.COM
PHONE NUMBER
(844) 884-6723
(972)236-9843
(866)428-6937
(706) 335-7045
(817)304-7492
THE MANUFACTURER'S LISTED ARE THE APPROVED VENDORS FOR THE VZW MOUNT KITS. EACH MANUFACTURER WILL BE AWARE OF
WHICH KITS HAVE BEEN THROUGH THE VZW APPROVAL PROCESS AND THE ARE IN TURN APPROVED TO SELL. PLEASE NOTE THAT THE
VENDOR. IT WILL BE REQUIRED THAT THE VZW KITS SPECIFIED ARE UTILIZED IN THE MODIFICATION.
ALL PARTS ARE GALVANIZED UNLESS NOTED OTHERWISE
,»<l"u'<^sco%^^' ^•"--:^;^^ ^/^ \ ^^ / REBEKAHM. \w ^; : DORRIS ' \ \I _E-47595 I ;COLUMBUS, i ^ ^•* Q'«*y'/^^''Jff^
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0310512024
N
^-03 Qr^ Q^Csl -CM0000LO
PROJECT No:24323-1072.003.8191
DRAWN BY:JAG
DESIGNED BY:JAG
CHECKED BY:RMD
DATE:3/5/2024
BILL OF
MATERIALS
SBOM
GENERAL NOTES:
1. PAUL J. FORD AND COMPANY WAS NOT PROVIDED WITH THE EXACT LOCATION OF EVERY EXISTING ANTENNA MOUNTCONNECTION, CABLE CLIP, ETC THAT COULD POTENTIALLY INTERFERE WITH THE MODIFICATIONS AS INDICATED ON
THESE DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY THAT THE MATERIAL CAN BE INSTALLED AS SHOWN ONTHESE DRAWINGS BEFORE FABRICATING ANY MATERIAL. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE
PROPER FIT AND CLEARANCE OF THE REINFORCING MATERIAL IN THE FIELD. IF THE CONTRACTOR DISCOVERS ANY
EXISTING CONDITIONS THAT ARE NOT AS REPRESENTED ON THESE DRAWINGS, PAUL J. FORD AND COMPANY SHALL BECONTACTED IMMEDIATELY TO EVALUATE THE STRUCTURAL SIGNIFICANCE OF THE DEVIATION.
2. WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE
LOCAL BUILDING OFFICIALS FOR ANY INSPECTIONS THAT MAY BE REQUIRED.
3. THE CONTRACTOR MUST BE EXPERIENCED IN THE PERFORMANCE OF WORK SIMILAR TO THAT DESCRIBED ON THESE
DRAWINGS. BY ACCEPTANCE OF THIS PROJECT, THE CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENTEXPERIENCE AND ABILITY, THAT HE IS KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLYLICENSED TO DO THIS WORK IN THE JURISDICTION IN WHICH THE WORK IS TO BE PERFORMED.
4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALLCONSTRUCTION. ALL STRUCTURES ARE DESIGNED TO BE STABLE AND SELF-SUPPORTING AT THE COMPLETION OF
CONSTRUCTION. THIS DRAWING DOES NOT INDICATE THE METHOD OF CONSTRUCTION. IT IS THE CONTRACTOR'S SOLE
RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURES, METHODS, MEANS, TECHNIQUES, AND SEQUENCES TOENSURE THE STABILIPf AND SAFETf OF THE STRUCTURE AND ITS COMPONENT PARTS, AND THE ADEQUACY OF
TEMPORARY OR INCOMPLETE CONNECTIONS DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THEADDITION OF WHATEVER TEMPORARY BRACING THAT MAY BE NECESSARY AND ENGINEERING ASSESSMENT OF
CONSTRUCTION STRESSES WITH INSTALLATION MAXIMUM WIND SPEED AND/OR TEMPORARY BRACING AND SHORING.SUCH MATERIAL IS NOT INDICATED ON THE DRAWINGS AND, IF PROVIDED, SHALL BE REMOVED, AS CONDITIONS PERMIT
AND REMAIN THE PROPERTY OF THE CONTRACTOR.
5. ANY EXISTING ATTACHMENTS AND/OR PROJECTIONS ON THE STRUCTURE THAT MAY INTERFERE WITH THE INSTALLATION
OF THE MODIFICATION SYSTEM WILL HAVE TO BE REMOVED AND RELOCATED, REPLACED, OR RE-INSTALLED AS REQUIREDAFTER THE MODIFICATION IS SUCCESSFULLY COMPLETED. THE CONTRACTOR SHALL IDENTIFY AND COORDINATE THESE
ITEMS PRIOR TO CONSTRUCTION WITH OWNER, TESTING AGENCY, AND EOR.
6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL S?ETfPROGRAMS AND PRECAUTIONS IN CONNECTION WITH THE WORK.
7. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PREVENT DAMAGE TO EXISTING STRUCTURES, EQUIPMENTAND UTILITIES. ANY DAMAGE TO EXISTING STRUCTURES, EQUIPMENT, AND UTILITIES AS A RESULT OF THE CONTRACTOR'SWORK OR FROM DAMAGE DUE TO OTHER CAUSES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE
SATISFACTION OF THE OWNER.
8. WORK SHALL BE PERFORMED DURING WINDS LESS THAN 30-MPH IN ACCORDANCE WITH OPERATIONAL WIND CONDITIONS
PERANSITO-322.
9. RIGGING OR FALL PROTECTION LOADS CAN BE EVALUATED VIA ANSI/TIA-322 IF A CONTRACTOR PIAN IS SUBMITTED.
10. THE STRUCTURAL ANALYSIS ASSUMES THAT ALL STRUCTURAL COMPONENTS ARE IN BRAND-NEW CONDITION, FREE FROM
FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. NO ALLOWANCE WAS MADE FOR ANYDAMAGED, MISSING, OR RUSTED MEMBERS. IF ANY OF THESE CONDITIONS ARE DISCOVERED, THE CONTRACTOR SHALL
BRING THEM TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. ANY AND ALL SUBSTITUTIONS MUST BE PROPERLYAPPROVED AND AUTHORIZED IN WRITING BY OWNER AND EOR PRIOR TO INSTALLATION. THE CONTRACTOR SHALL
FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF MATERIALS AND EQUIPMENT BEING SUBSTITUTED.
11. IF MATERIALS, QUANTITIES, STRENGTHS, OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN
AGREEMENT WITH THESE NOTES, THE BETTER QUALITl' AND/OR GREATER QUANTITY, STRENGTH, OR SIZE INDICATED,SPECIFIED, OR NOTED SHALL BE PROVIDED.
12. OBSERVATION VISITS TO THE SITE BY OWNER AND/OR THE EOR SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE
MEASURES OR THE CONSTRUCTION PROCEDURES.
13. ANY SUPPORT SERVICES PERFORMED BY THE EOR DURING CONSTRUCTION ARE SOLELY FOR THE PURPOSE OFASSISTING IN QUALITl' CONTROL AND IN ACHIEVING GENERAL PERFORMANCE WITH CONTRACT DOCUMENTS. THEY DO
NOT GUARANTEE CONTRACTORS PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.
14. THE CLIMBING FACILITIES, SAFETY CLIMB, AND ALL PARTS THEREOF SHALL NOT BE IMPEDED, MODIFIED, OR ALTERED
WITHOUT THE APPROVAL OF THE EOR.
15. AFTER THE CONTRACTOR HAS SUCCESSFULLY COMPLETED THE INSTALLATION OF THE MODIFICATION SYSTEM AND THEWORK HAS BEEN ACCEPTED BY THE OWNER, THE OWNER WILL BE RESPONSIBLE FOR THE LONG TERM/PERPETUAL
INSPECTION AND MAINTENANCE OF THE STRUCTURE AND MODIFICATION SYSTEM.
16. DO NOT SCALE DRAWINGS.
17. IF RIGGING TO THE MOUNT IS REQUIRED, ALL CONSTRUCTION PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST
EDITION), INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION TO CERTIFYTHE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH THE ANSI/TIA-322 (LATEST EDITION).
18. ALL MANUFACTURER'S HARDWARE ASSEMBLY INSTRUCTIONS SHALL BE FOLLOWED, UNO. CONFLICTING NOTES SHALL BE
BROUGHT TO THE ATTENTION OF THE EOR.
19. IF REMOVAL OF EXISTING MODIFICATIONS IS REQUIRED PER THE MODIFICATION SCOPE, THE GC SHALL CLEAN AND COLD
GALVANIZE ANY EXISTING EMPTf BOLT HOLES. UNO. IF ADDITIONAL UNEXPECTED, OVERSIZED. OR SLOTTED HOLES AREFOUND, THE GC SHALL CONTACT THE EOR FOR GUIDANCE PRIOR TO PROCEEDING WITH THE MODIFICATION.
STRUCTURAL STEEL:
1, STRUCTURAL STEEL MATERIALS, FABRICATION, DETAILING, AND WORKMANSHIP SHALL CONFORM TO THE LATESTADDITION OF THE FOLLOWING REFERENCE STANDARDS:
A. BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC):"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"
"SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM HIGH STRENGTH BOLTS- AS APPROVED BY THE RESEARCHCOUNCIL ON STRUCTURAL CONNECTIONS.
"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES"
B. BY THE AMERICAN WELDING SOCIETY (AWS):"STRUCTURAL WELDING CODE- STEEL D1.1"
"STANDARD SYMBOLS FOR WELDING, BRAZING, AND NON-DESTRUCTIVE EXAMINATION"
2. NEW STEEL (UNLESS NOTED OTHERWISE) SHALL CONFORM TO THE REQUIREMENTS OF THE ASTM STANDARD
SPECIFICATION FOR STRUCTURAL STEEL NOTED BELOW:W - ASTM A992 (50 KSI YIELD POINT MATERIAL)
HSS RECTANGULAR - ASTM A500 GR. B (46 KSI YIELD POINT MATERIAL)HSS ROUND - ASTM A500 GR. B (42 KSI YIELD POINT MATERIAL)
PIPE - ASTM A53 GR. B (35 KSI YIELD POINT MATERIAL)C, MC, L, PLATES, BARS & ALL OTHER STEEL - ASTM A36 (36KSI YIELD POINT MATERIAL)
BOLTS-ASTMA325
U-BOLTS - ASTM A307 GRADE A, OR SAE J429 GRADE 2THREADED RODS -ASTM A36
NUTS - ASTM A563 GRADE DHWASHERS - ASTM F436 n'PE 1
3. ALL NEW STEEL SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123, ASTM 153/A153M,
ORASTMA653G90.
4. ALL BOLTS, U-BOLTS, AND THREADED RODS SHALL BE PROVIDED WITH LOCK-WASHERS, OR LOCK-NUTS, OR PAL-NUTSTORQUED TO THE SNUG-TIGHT CONDITION AS DEFINED BY AISC.
5. ALL HOLES, EITHER PUNCHED OR DRILLED, IN THE EXISTING STEEL MEMBERS SHALL BE 1/16 INCH LARGER THAN THEBOLT DIAMETER, UNLESS NOTED OTHERWISE. BURNING OF MEMBERS SHALL NOT BE PERMITTED. SLOTTED HOLES ARE
NOT PERMITTED. THE MINIMUM BOLT SPACING SHALL BE 3 TIMES THE BOLT DIAMETER AND THE MINIMUM EDGE DISTANCESHALL BE 1.5 TIMES THE BOLT DIAMETER UNLESS NOTED OTHERWISE. ALL BOLT HOLES SHALL BE PLACED AT AISC
STANDARD GAGE DIMENSIONS, UNLESS NOTED OTHERWISE.
6. IF ANY EXISTING ASTM A325 BOLTS ARE REMOVED, THEY MUST BE REPLACED WITH NEW A325 BOLTS OR GREATER.
7. ALL EXISTING PAINTED OR GALVANIZED SURFACES DAMAGED DURING CONSTRUCTION SHALL BE WIRE BRUSHED CLEAN,
REPAIRED BY FILM GALVANIZING BRUSH APPLIED PAINT (ZINC KOTE OR APPROVED EQUIVALENT), AND REPAINTED TOMATCH THE EXISTING FINISH CONFORMING TO ASTM A780.
8. ALL PARTS ARE TO MARKED WITH ITEM NUMBERS USING 3/4" HIGH STEEL STENCILS.
9. SHOP SHALL ASSEMBLE AND VERIFY FIT AND GAPS BEFORE BREAKDOWN FOR GALVANIZING.
SUPERVISION BY THE INSPECTION/TESTING AGENCY.
11. ALL REQUIRED CUTS SHALL BE CUT WITHIN THE DIMENSIONS SHOWN ON THE DRAWINGS. NO CUTS SHALL EXTEND
BEYOND THE OUTLINE OF THE DIMENSIONS SHOWN ON THE DRAWINGS. ALL CUT EDGES SHALL BE GROUND SMOOTH ANDDE-BURRED. CONTRACTOR TO AVOID 90 DEGREE CORNERS. IT MAY BE NECESSARY TO DRILL STARTER HOLES AS
REQUIRED TO MAKE THE CUT.
12. ALL JOINTS ARE BEARING Tr'PE CONNECTIONS, UNO. IF NO BOLT LENGTH IS GIVEN IN THE BILL OF MATERIALS, THE
CONNECTION MAY INCLUDE THREADS IN THE SHEAR PLANE, AND THE GC IS RESPONSIBLE FOR SIZING THE LENGTH OFTHE BOLT. IT IS NOT PERMITTED FOR THE BOLT END TO BE BELOW THE FACE OF THE NUT AFTER TIGHTENING IS
COMPLETED.
EDGE
sj
1^ SPACING ^GAGE
^-^
LIMIT OF ALLOWABLE COPE
WITHOUT PRIOR EOR APPROVAL
ALLOWABLE COPING
BOLT SCHEDULE (IN)
BOLT
DIAMETER
1/2
5/8
3/4
7/8
1
STANDARD
HOLE
9/16
11/16
13/16
15/16
11/16
SHORT SLOT
9/16x11/16
11/16x7/8
13/16x1
15/16x11/8
1 1/16x15/16
MIN EDGE
DISTANCE
7/8
1 1/8
1 1/4
1 1/2
13/4
SPACING
11/2
17/8
21/4
25/8
3
© Copyright 2024, by Paul J. Ford and Company,All Rights Reserved. This document and
the data contained herein, is proprietary
to PaulJ. Ford and Company, issued in
strict confidence and shall not, without the
prior written permission of Paul J. Ford
and Company, be reproduced, copied or
used for any purpose other than theintended use for this specific project.
WORKABLE GAGES (IN)
LEG
4
31/2
3
21/2
2
GAGE
21/2
2
1 3/4
13/B
11/8
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LOCKWASHER
NUT
TYP BOLT ASSEMBLY
NOTE:
1. ALL DIMENSIONS REPRESENTED IN THE ABOVE
TABLES ARE AISC MINIMUM REQUIREMENTS.CONTRACTOR SHALL VERIFY EXISTING
CONDITIONS IN FIELD AND NOTIFY ENGINEER IF
BOLT HEAD DISTANCES ARE LESS THAN THOSE PROVIDED.
2. THE DIMENSIONS PROVIDED ARE MINIMUMREQUIREMENTS. ACTUAL DIMENSIONS OF
PROPOSED MEMBERS WITHIN THESE DRAWINGS
MAY VARY FROM THE AISC MINIMUMREQUIREMENTS.
3. SHORT SLOT HOLES SHALL ONLY BE USED WHEN
DEPICTED IN THE DRAWING.
4. MATCH EXISTING GAGES WHEN APPLICABLE,
UNLESS MINIMUM EDGE DISTANCES ARECOMPROMISED.
.o1""^^o!vs^.
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0310512024
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PROJECT No:24323-1072.003.8191
DRAWN BY:JAG
DESIGNED BY:JAG
CHECKED BY:RMD
DATE:3/5/2024
GENERAL
NOTES
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•a
PV-SMU2080 ATTACHMENT
PV-SMU2080-01
OR
PV-SMU2016-01
PV-VSK-T / PV-VSK-TL
LATTICE TOWER ATTACHMENT
2X 5/8" X 2" BOLT KITS
PV-RM1045-GS ATTACHMENT
PV-RM1045-MD (SHOWN)
ALSO COMPATIBLE WITH:
PV-RM3060-MD
OR
PV-RM1460-4-MD
PV-VSK-M / PV-VSK-ML / PV-VSK-4-M
MONOPOLE ATTACHMENT
4X 0 5/8" X 2" BOLT KITS
MONOPOLE HARDWARE
LATTICE TOWER HARDWARE
2 OF 5
8/23/2021
THIRD ANGLE PROJECTION ICAIht^UKY
1:1
DIMENSIONS ARE IN INCHES
TOLERANCES U.N.O.HOLES: +1/16", -1/32"ANGULAR: PROFILEtl/40, BEND±2°ALL OTHERS: ±1/16"
01_Self Support
15_V-Stabilizer Kit
PV-VSK-B_Sfabilizer
I NT
DJN
APPROVED
ADDED MASTER PARTY'S
UPDATED ARM ANGLES
INITIAL RELEASE
DESCRIPTION
1/16/2017
1/04/2017
11/29/2016
PERPECT VISIOn/"
V-STABILIZER KIT
DOCUMENT NUMBER
VSK-ENG-01-R2
PV-VSK-B ATTACHMENT OPTIONS
CLIP ANGLES FOR
VERTICAL ADJUSTMENT
-FIELD DRILL0 11,16" INTO FACE ANGLE.
BOLT DIRECTLY TO CUP ANGLE
UPT04-ODPIPE
DETAIL B
SCALE 1 : 6
PIPE ATTACHMENT ANGLE ATTACHMENT
51'ol0101
n0101Ul
CLIP ANGLES NOT REQUIRED
IF NO VERTICAL ADJUSTMENT
IS NEEDED
•6-1,2"-
^)
7" 6" a
^)
011/16"
TYP
2-1/2"
•6"'
•7"-
VSK - BRACKET DETAIL
ACCEPTS 05/8" HARDWARE
FLAT BRACE SETUP DIMENSIONS ARE IN INCHESTOLERANCES U.N.O.HOLES: +1/16", -1/32"ANGULAR: PROFILE±1/4°, BEND±2UALL OTHERS: ±1/16"
01_Self Support
15_V-StabilizerKit
PV-VSK-B_5tabilizer
DJN
APPROVED
ADDED MASTER PART #'S
UPDATED ARM ANGLES
INITIAL RELEASE
DESCRIPTION
1/16/2017
1/04/2017
11/29/2016
rytiision
V-STABILIZER KIT
DOCUMENT NUMBER
VSK-ENG-01-R2
nn/^nniFTA ni/ A MF\ ^-^^-^Mcir^FHTi A i -ri i^ ,
DUAL PV-VSK-B SET UP
DUAL SETUP
TOP
PV-VSK-B
STANDARD SETUP
PV-VSK-B
FLAT BRACE SETUP
PV-SMU2080-01
OR
PV-SMU2016-01
PV-VSK-2-T / PV-VSK-2-TL
DUAL SETUP
# " ^
DUAL SETUP
FRONT
|0000®ltt®0000
DUAL SETUP
SIDE
4 OF 5
8/23/2021
THIRD ANGLE PROJECTIONIHS}
1:1
DIMENSIONS ARE IN INCHESTOLERANCES U.N.O.HOLES: +1/16", -1/32"ANGULAR: PROFILE±1/4°, BENDl2°ALL OTHERS: ±1/16"
01_Self Support
15_V-Stabilizer Kit
PV-VSK-B_Stabilizer
INT
DJN
APPROVED
ADDED MASTER PART #'S
UPDATED ARM ANGLES
INITIAL RELEASE
DESCRIPTION
1/16/2017
1/04/2017
11/29/2016
DATE
V-STABILIZER KIT
DOCUMENT NUMBER
rV^ision
VSK-ENG-01-R2
nn/-\nmi—r A nv A M r^ ^^Mr-ir^c-kiTi
PV-VSK-B MINIMUM/MAXIMUM STANDOFF
r-n-1/2"
MINIMUM STANDOFF CONFIGURATION
TOP VIEW
MAXIMUM STANDOFF CONFIGURATION
TOP VIEW
5 OF 5
8/23/2021
THIRD ANGLE PROJECTION
1:1
01_Self Support
lERIES 15_V-Stabilizer Kit
PV-VSK-B_Stabilizer ADDED MASTER PART #'S 1/16/2017
rydisian
DIMENSIONS ARE IN INCHESTOLERANCES U.N.O.HOLES: +1/16", -1/32"
ANGULAR: PROFILE ±1/4°, BEND±2°ALL OTHERS: ±1/16"
INT UPDATED ARM ANGLES
DJN INITIAL RELEASE
APPROVED
1/04/2017 V-STABILIZER KIT
11/29/2016 DOCUMENT NUMBER
DESCRIPTION VSK-ENG-01-R2
m 32 W 273 Army Trail Road, Suite # 100, Wayne, IL 60184
HUTTER TRANKINA ENGINEERING Phone: 630-513-6711
CONSULTING STRUCTURAL ENGINEERS htedesign.com
June 11, 2024
Mr. Ary Utomo
Terra Consulting Group, Ltd.
600 Busse Highway
2nd Floor
Park Ridge, IL 60068-2568
Re: VZN: Iron River H
Loc. # 5000022794 / Terra # 1242473
Hutter Trankina # 24097
Dear Mr. Utomo:
Per your request, we have designed reinforcement the above-referenced tower, which is
located at 67085 West Spider Lake Road in Iron River, Wisconsin. The following paragraphs
summarize our fmdings.
PURPOSE
The purpose of this analysis was to design reinforcement for the existing tower to resist new
and existing equipment loads as specified by Verizon.
DESCRIPTION
• Tower
The tower is 380'-0" tail, 3-sided, 3 ft. wide guyed tower. The original tower is
comprised of round solid members of different sizes. The original tower model was
based on the PiRod drawings dated 1/3/85.
• Tower Modifications
The tower has been reinforced in 2017 and 2022. The tower modifications are based
on drawings and analysis report by Edge Consulting Engineers Inc., and Fullerton
Engineering Consulting LLC. dated 3/1/17 and 9/23/22, respectively.
• Foundation
The center guy mast is supported by a 2 ft. round pier that sits on is an 8 ft.
square, 1.5' ft. thick, reinforced square footing that bears 4 ft. below grade.
Reinforced concrete deadmans of different dimensions support the guy anchor
points at 152 ft. and 304 ft. guy radii. Foundation information was obtained from
the original drawings and soils report prepared by PiRod drawings and Edge
Consulting Engineers Inc. dated 1/3/85 and 7/23/12, respectively.
Page 2
June 11,2024
VZN - Iron River 11
Loc. #5000022794
TCG# 1242473
Hutter Trankina # 24097
ANTENNA CONFIGURATION
The following antenna layout was employed in the analysis:
Elevation
388'
380'
380'
370'
335.5'
31F-357'
302'
290'
281'
276'
260'
191'
191'
156'
94'
Antenna or Appurtenance
20' Dipole
Beacon
Lightning Rod
Commscope FFVV-65C-R3
Nokia AEHC
Nokia AHFIG
Nokia AHLOA
Raycap RTH-2090-HC
Raycap RNSNDC-7771-PF-48
Sector Mounts
21'Whip
6-Ring/Array Broadcast Antenna
6' Yagi Antenna
Commscope NHH-65C-R2B
Ericsson AIR 6419
Ericsson RRU 4490
Ericsson RRU 4890
Raycap RVZDC-3315-PF-48
Reinforced Sector Mfounts
Beacons
Andrew P6-65D-1 Dish
20' Dipole
Beacon
20' Dipole
20' Dipole
Beacons
Otv.
1
1
1
3
QJ
3
3
3
3
3
1
1
1
6
3
3
3
2
3
3
1
1
1
1
1
3
Coax Dia.
P/8"
0.6"
P/8"
7/8"
2'/4"
7/8"
ls/8"
*/2"
EW63
7/8"
0.6
7/8"
7/8"
',2"
CoaxOt^,
1
1
2
1
1
1
2
1
2
1
1
1
1
1
Comments
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Proposed
Proposed
Proposed
Proposed
Proposed
Proposed
Existing
Existing
Existing
Existing
Existing
Existing
Existins
Existing antenna and coax configurations were obtained firom the antenna inventory report
prepared by HighTower Solutions, Inc. dated 4/12/24.
Page 3
June 11, 2024
VZN-Iron River II
Loc. #5000022794TCG # 1242473
Hutter Trankina # 24097
ANALYSIS PROCEDURE AiNB RESULTS
The existing stmcture was subjected to the TIA/EIA-222-H Code standards. The following
three (3) loading cases were considered:
I. Forces due to an ultimate wind speed of 106 mph;
II. Forces due to a wind speed of 50 mph in conjunction with 1.5" ice build-up around
all elements; and
HI. Service wind of 60 mph.
The following stress ratios were determined:
Tower
Mast Foundation
Guy Anchor Foundation
CONCLUSION
104%
97%60%
Based on the performed calculations, the existing tower will be structurally acceptable after
the successful installation of the reinforcement shown on the attached drawing.
Should you have any questions regarding this report or require further analysis, please feel free
to contact us.
Sincerely,
'{iti^
Ulises Vazquez
Project Engineer
Attachment: S-l
John L. Trankina
President
JOHNTRANKiNAENGiNEER
A"%;>—^^k^OF^i^^^
"^'^.J....^'^'
NOTE: SOME EXISTINGPIPE REINFORCEMENTNOT SHOWN FOR CLARITf
DETAIL
SCALE: 3/4"= 1'-0"
EXISTING
TOWER LEG
EXISTING YzPIPE REINF
R^L ^"V ^
WELD TOP & BOTTOM OF
EXISTING Yi PIPE TO TOWERLEGS PER DETAIL 7/S-1
verizon
1701 Golf Road
Tower 2, Suite 400
Rolling Meadows, IL 60008
July 10th, 2024
Mr. Tracey Pooler
Planning & Zoning Department
117 E 5th Street, PO Box 58
Washbum, WI 54891
Re: Consent to Seek Zoning & Building Permit Approvals
Verizon Wireless Site Name: Iron River II
Address: 67085 W. Spider Lake Road, Iron River, WI 54847
Dear Mr. Pooler:
On behalf of Verizon Wireless, tenant at the above-referenced property, please accept this
letter and my signatu-e below as consent and approval for Terra Consulting Group., as well as
their designated representatives including Mr. Jonathan Leeb, to make an application for all
necessary zoning and building permit approvals from the County ofBayfield for the proposed
equipment modification at the above site.
Please feel free to contact me directly at (224) 384-9224 or by email at
shawn.essex.jr@verizonwireless.com should you have any further questions regarding this
request.
Sincerely,
S^UH^ (^S^^Cj4/.^Shawn Essex Jr
Real Estate Specialist / Developer II
IL/WI Network Engineering - Real Estate
1 Norvado 43705 US Highway 63
Cable, Wl 54821
800-250-8927
July llth, 2024
Mr. Tracey Pooler
Planning & Zoning Department
117 E 5th Street, PO Box 58
Washburn, Wl 54891
Re: Consent to Seek Zoning & Building Permit Approvals at Site: 67085 W Spider Lake
Rd, Iron River, WI, 54847
Dear Mr. Pooler:
On behalf of Chequamegon Communications Cooperative, Inc d/b/a Norvado, please accept this
letter and my signature below as consent and approval for Terra Consulting Group., as well as their
designated representatives including Mr. Jonathan Leeb, to make an application for all necessary zoning
and building permit approvals from the County of Bayfield for the proposed equipment modification to
the existing Norvado owned mobile service support structure on the Norvado owned parcel located at
the above mentioned address.
Please feel free to contact me directly at (715) 798-7123 or by email at gfolsom@norvado.com if you
have any further questions regarding this request.
Sincerely,
Guy
Folsom
Digitally signed by Guy Folsom
ON: cn=Guy Folsom, c=US.o=Norvado, ou=Engin earing,email=gfolsom@norvado.comReason: I am the author of this
Date: 2024.07.11 14:57:01 -05'00'
Guy Folsom
Senior Engineer/ Tower Asset Coordinator
Chequamegon Communications Cooperative, Inc
d/b/a Norvado
^ I F; ^ ? i
JUL 2bZUZ4
PROCESSING INFORMATION a^^ ^ ^oning Dsp.
INITIAL PROGESSING. Once the department receives your affidavit,, the: department will review it for
completeness. If the information is not complete, the department may reject your affidavit .and the
application,
REQUEST FOR IV10RE INFORMATION. The department may request that you provide more information
or evidence to support your affidavit.
DECISION. The department will review ail documents sDbmitted. as part of the application for registration
an.dtitte, this form included, and may approve, deny br.request more. information.
AFFIDAVIT OF AUTHORITf _ , ,„ JQ^Q OR?
(Corporation, LLC, etc.) ^ytieic 'u -
PURPOSE. This Affidavit ofAuftiority is used to Gertffy the individual applying for a. permit is. authorized
when the. property is owned by: a .corporate/business entity.
.STATE QF WISCONSIN )
)ss.
BAYFIELD COUNTY ):
The. undersigned affirms and states as follows:
1; Address of Subject Property:. 6708S W Spider Lake Rd, Iron River,:WI, S4847 _..
2. The SubjeSt Property is owned by; enequamegonCommunicattoris C.odperative, )nc:
(Name of Company)
3.. The name(s) of the current President or Managing Member: ,ctiad T, Young
CEO/General Manager
4. I certify that the company named jn pairagrsph 2 is. va.iid and in effect on the date signed below. I
am the duly appointed agent of the Company named above in paragraph 2, and I have the
authority under the .te-rms of said authorization to apply for permits from the Bayfield County
Zoning Department concerning the.Property described :in paragraph 1,1 further certify that the
information and statements made within this affidavit are frue, accurate, a nd complete to the best
of. my knowledge.
5. I am authorized, by the.above-hamsd Company .to apply: foi- and bind the Company to the terms
and conditions, bf any permit that may be issue by the Bayfield County Zoning Department.
6. By signing this affidavit, I attest that I am unaware of any known or unknown person (s) who would
contest this applieation. I agi-e.e to jndemnify Bayfield County or such person or tegal entity
suffering a damage resulting from any iilegalities of the appiication for permit.
Dated:. 7/26/2024 ^—
Chad T, Young
Print Name
Subscribed and sworn to.before.me this. :2Sth
day of J^y _. 20:24 .
.^H^^rZ..,- /€^\Notary Public: ^^ ^ County. Wisconsm ^ / i^ui^"' •^
Mv commission: -2; /7. /?/? ;? X _ $^t _...^.^ .??
\ls^'':. . .^'^/^i^"^B.*"
Norvado
July 26th, 2024
Mr. Tracey Pooler
Planning & Zoning Department
117 E 5th Street, PO Box 58
Washburn, Wl 54891
Wj HUC9
"^ytieia co.
/-ai^ iu/
^ingDeot
43705 US Highway 63
Cable, Wl 54821
800-250-8927
Re: Consent to Seek Zoning & Building Permit Approvals at Site: 67085 W Spider Lake
Rd, Iron River, WI, 54847
Dear Mr. Pooler:
On behalf of Chequamegon Communications Cooperative, Inc d/b/a Norvado, please accept this
letter and my signature below as consent and approval for Terra Consulting Group., as well as their
designated representatives including Mr. Jonathan Leeb, to make an application for all necessary zoning
and building permit approvals from the County of Bayfield for the proposed equipment modification to
the existing Norvado owned mobile service support structure on the Norvado owned parcel located at
the above mentioned address.
Please feel free to contact Guy Folsom our Tower Asset Coordinator at (715) 798-7123 or by email at
fifolsom@norvada.com if you have any further questions regarding this request.
Sincerely,
"y
Chad T. Young
CEO/General Manager
Chequamegon Communications Cooperative, Inc
d/b/a Norvado
TaxID#:JW2 Land Use Review
Address:^7oS^~
Inspected by:
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Date of Inspection:
Comments/Notes:
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Inspected by:Date of Re-lnspection:
Comments/Notes:
Denied by:Date of Denial:
Reason for Denial:
Approved by:IA\e^s<h^ Hal Inspector Signature:Date of Approval:7/z^
Condition(s): See attached permit card.
7/16/24, 12:24 PM hcs.paylocalgov.com/Receiptlnfo/Receiptlnfo/24071612199972BC4131324071612199
CATAL15
Payment Receipt
Your transaction has been successfully completed!!
Your Confirmation number is :
Transaction ID: 24071612199972BC4131324071612199
Tuesday, 16 July 2024 12:22:00 [CST]
Parcel Number: 19478 $500.00
Account Information
Payment Type: Permit Payments
Bill Payer Details
Peter Schau
600 Busse Highway
Park Ridge, IL 60068
Payment Details
Payment Amount: $500.00
Convenience Fee: $11.90*
Total Amount: $511.90
Payment Method:
Card Number: XXXXXXXXXXXXX4861
Expiration date: 07/2027
' 2024 Value Payment Systems, LLC. |
https://hcs.paylocalgov.com/Receiptlnfo/Receiptlnfo/24071612199972BC4131324071612199
Town, City, Village, State or Federal
Permits May Also Be Required
Shoreland
LAND USE-X
SANITARY -
SIGN -
SPECIAL -
CONDITIONAL - 84-6271
BOA -
BAYFIELD COUNTY
PERMIT
WEATHERIZE AND POST THIS PERMIT
ON THE PREMISES DURING CONSTRUCTION
No. 24-0330 Tax ID: 19478 Issued To: Chequamegon Telephone Co-Op Inc
Location: 818 - T47N - R08W Town of Iron River
Legal Description: PAR IN SW SE IN V.408 P.1 & PAR IN LOT 3 IN V.407 P.391
Commercial Structure in Industrial zoning district
For: Class 2 Mobile Tower Collocation on Existing Mobile Support Structure; Height of 380'
(Disclaimer): Any future expansions or development would require additional permitting.
Condition(s): Town/State/DNR/Federal may require permitting. Height of structure not to be increased. To be
constructed per plan.
NOTE: This permit expires two years from date of issuance if the authorized construction Alessandro Hall, AZA
work or land use has not begun.
Authorized Issuing Official
Changes in plans or specifications shall not be made without obtaining approval.
This permit may be void or revoked if any of the application information is found
to have been misrepresented, erroneous, or incomplete. July 26, 2024
This permit may be void or revoked if any performance conditions are not Date
completed or if any prohibitory conditions are violated.