20-103656-Structural Calculations-09-56-2020-V1Morrison Hershfield
Ms. Jessica Pierce Morrison Hershfield
Ryka Consulting 1455 Lincoln Parkway, Suite 500
5628 Airport Way South, Suite 112 Atlanta, GA 30346
Seattle, WA 98108 (770) 379-8500
(206) 523-1941
Date: September 22, 2020
Subject: Rigorous Structural Analysis Report
Carrier: T-Mobile
Carrier Site Number: SE04653A
Carrier Site Name: LAKOTA PARK
Site Address: 31334 SW Dash Point Road, Federal Way, King County, WA 98023
Site Coordinates: Latitude: 47° 19' 13.6" N, Longitude: 122° 21' 37.2" W
Tower Description: 91.5 ft – Monopole Tower [Ehresmann]
Morrison Hershfield Project Number: TMB-185R2 / 2021192
Dear Ms. Pierce,
Morrison Hershfield is pleased to submit this “Rigorous Structural Analysis Report” to determine the integrity
of the above mentioned tower structure for the existing and proposed antenna and equipment noted.
This rigorous analysis has been performed in accordance with the 2015 International Building Code based upon
an ultimate 3-second gust wind speed of 110 mph converted to a nominal 3-second gust wind speed of 85 mph
per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1.
Exposure Category C with a maximum topographic factor, Kzt, of 1.0 and Risk Category II were used in this
analysis.
Our analysis demonstrates that the existing tower and foundation ARE in conformance with the requirements of
the above noted standards under the effects of loading described.
Summary of Results
Tower Structure 39.4% Sufficient
Base Foundation 34.4% Sufficient
We at Morrison Hershfield appreciate the opportunity of providing our continuing professional services to you and
Ryka Consulting. If you have any questions or need further assistance on this or any other projects please give
us a call.
Respectfully submitted by:
Morrison Hershfield
Shawn W. Stevenson, S.E. (WA License No. 42002)
Senior Engineer
91.5 ft – Monopole Tower – Rigorous Structural Analysis Report September 22, 2020
Project Number: TMB-185R2 / 2021192 Page 2
1.0 INTRODUCTION
This tower is a 91.5 ft monopole tower designed by Ehresmann Engineering, Inc., in March of 2016. The tower
was originally designed for a basic wind speed of 100 mph and 0.5 inch radial ice thickness per TIA-222-G
Standard.
2.0 ANALYSIS CRITERIA
The following design parameters have been used in our analysis:
Design Standard: 2015 International Building Code
ANSI/TIA-222-G, Structural Standard for Antenna Supporting
Structures and Antennas
ASCE 7-10, Minimum Design Loads for Buildings and Other Structures
AISC 325-15, Manual of Steel Construction
ACI 318‐14, Building Code Requirements for Structural Concrete
ANSI/AWS D1.1-11, Structural Welding Code - Steel
Design Wind Speed: 110 mph (Ultimate 3-sec gust) with no radial ice
85 mph (Nominal 3-sec gust) with no radial ice
Risk Category: II
Exposure Category: C
Topographic Factor, Kzt: 1.0
Design Ice Thickness: 0.25 in
Wind Speed with Ice: 30 mph (Nominal 3-sec gust)
Seismic SS: 1.311
Seismic S1: 0.504
Service Wind Speed: 60 mph (Nominal 3-sec gust)
The structural analysis was based on the following documentation:
Table 1 – Documentation
Document Description Source
Geotechnical Report ADaPT Engineering, Inc.,
Job No. WA00-4637, dated 07/26/2000 Client
Tower & Foundation Design Ehresmann Engineering, Inc.,
Job No. 96430, dated 03/18/2016 Client
Final Construction Drawings Morrison Hershfield,
Site ID: SE04653A, dated 09/21/2020 MH
RF Data Sheet T-Mobile,
Site ID: SE04653A, dated 08/31/2020 Client
91.5 ft – Monopole Tower – Rigorous Structural Analysis Report September 22, 2020
Project Number: TMB-185R2 / 2021192 Page 3
3.0 ANALYSIS LOADING
The existing and proposed antennas, transmission lines and other equipment considered in this analysis were
provided by the client and are noted in Table 2.
Table 2 – Antenna Loads
Notes:
1) Proposed equipment is in addition to the remaining existing equipment at the given elevation.
2) Existing equipment that is to remain on the tower.
3) Existing equipment that is to be removed from the tower and has not been considered in this analysis.
MCL
(ft)
ACL
(ft) QTY. Antenna/Appurtenance Description Carrier QTY. TX-Lines Notes
PROPOSED
87.5 87.5
3 Andrew HBXX-6517DS-A2M Panel
T-Mobile 6
2
7/8”
HCS 2.0
Pendant
1
3 CommScope FFVV-65C-R3-V1 Panel
3 Nokia AEHC Panel
3 Nokia AHFIG RRH
3 Nokia AHLOA RRH
3 CommScope TMAT1921B68-21-43 TMA
EXISTING
87.5 87.5
3 12 ft T-Arm Mount
T-Mobile
- - 2
3 Andrew SBNHH-1D65C-SR Panel
1 HCS 1.0 3
3 Nokia FRIJ RRH
3 Nokia FRLB RRH
2 Nokia FXFB RRH
12 CommScope ECC1920-VPUB Diplexer
1 Nokia NSN COVP
81.0 81.0 3 24” Stadium Light
- 1 3/4" DC 2 78.0 78.0 3 24” Stadium Light
75.0 75.0 3 24” Stadium Light
91.5 ft – Monopole Tower – Rigorous Structural Analysis Report September 22, 2020
Project Number: TMB-185R2 / 2021192 Page 4
4.0 ANALYSIS LOADING
The existing and proposed antennas, transmission cables, antenna mounts and other equipment considered in
this analysis were provided by the client and are noted in the attachments.
5.0 ANALYSIS PROCEDURE
tnxTower (Version 8.0.7.5), a commercially available analysis software package, was used to create a three-
dimensional model of the tower and calculate member stresses for various loading cases. Selected output from
the analysis is attached at the end of this report.
6.0 ASSUMPTIONS
The analysis provided by Morrison Hershfield is based on the theoretical capacity of the structure and is not a
condition assessment of the tower. Morrison Hershfield has not performed an engineering inspection of the tower
and the analysis was completed based on information supplied by the client. Morrison Hershfield has not made
any independent determination of the accuracy of the information provided.
1) Tower and structures were built in accordance with the manufacturer’s specifications and the
applicable ANSI/TIA/EIA standard.
2) The tower and structures have been maintained in accordance with the manufacturer’s specification.
3) The tower is assumed to be in good condition and capable of supporting its full design capacity.
4) The foundation was properly designed and constructed for the original design loads.
5) The configuration of antennas, transmission cables, antenna mounts and other appurtenances are as
specified in the attached Site Inventory Analysis Sheet and the referenced documents.
6) All existing/proposed antennas and antenna mounts are assumed to be adequate for the
existing/proposed loads. Analysis of these antennas and antenna mounts is considered to be outside
of the scope of this analysis. Morrison Hershfield has not performed an analysis of the
existing/proposed antennas or antenna mounts.
7) The existing and proposed loading are taken from the RF Data Sheet by T-Mobile, Site ID: SE04653A,
dated 08/31/2020 and from the Final Construction Drawings by Morrison Hershfield, Site ID:
SE04653A, dated 09/21/2020, and are considered to be correct.
8) Two foundation options were provided in the original foundation drawings, and we have evaluated
both options (#1 Pad & Pier and #2 Drilled Pier) in this analysis.
If any assumptions are not valid or have been made in error, this analysis is invalid. Morrison Hershfield should
be notified to determine the effect on the structural integrity of the tower.
91.5 ft – Monopole Tower – Rigorous Structural Analysis Report September 22, 2020
Project Number: TMB-185R2 / 2021192 Page 5
7.0 SUMMARY OF RESULTS
The following tables summarize the location and utilized percentage of available capacity for each component of
the tower. With consideration to the appropriate safety factors, 100% represents the full capacity of the
component. Percentages below 100% indicate available capacity and conformance of the component.
Percentages between 100% and 105% indicate an acceptable capacity. Percentages above 105% indicate an
overstressed situation requiring structural modification to ensure conformance with the applicable codes and
standards.
`
A full seismic analysis has been performed in accordance with ASCE 7-10. However, the results due to seismic
analysis are not controlling; the analysis results due to wind loading are controlling for the overall capacity.
Based on our analysis results, the tower and foundation ARE within capacity to support the loads under the
current loading scenario.
Table 2 – Tower Section Capacity
Section
No.
Elevation
ft
Component
Type
Size %
Capacity
Pass
Fail
L1 91.5 - 45 Pole TP30.83x22x0.1875 30.6 Pass
L2 45 - 0 Pole TP39.0002x29.5055x0.25 39.4 Pass
Summary
Bolt Checks 39.4 Pass
RATING = 39.4 Pass
Table 3 – Capacity of Additional Components
Notes Component Elevation
(ft) % Capacity Pass / Fail
1 Anchor Rods 0 30.2 Pass
1 Base Plate 39.2 Pass
1, 2 Foundation Option #1 – Pad & Pier Soil 0 34.4 Pass
1, 2 Foundation Option #1 – Pad & Pier Structural 28.3 Pass
1, 2 Foundation Option #2 – Drilled Pier Soil 0 15.8 Pass
1, 2 Foundation Option #2 – Drilled Pier Structural 28.3 Pass
Structure Rating (max from all components) = 39.4%
Notes:
1) See additional documentation in “Additional Calculations” for calculations supporting the % capacity consumed.
2) It is unknown whether the foundation installed is a pad & pier or driller pier; both designs were analyzed & determined to be sufficient.
3) This analysis has been performed according to the controlling load case of existing, reserved and proposed loading.
8.0 RECOMMENDATIONS
1) All assumptions made in this analysis should be carefully reviewed. Morrison Hershfield should be
contacted for any discrepancies so that a full assessment may be made to validate the results of this
analysis.
ATTACHMENTS: Tower Profile, Program Output, Coax Sketch, Additional Calculations and RF Data Sheet
Morrison Hershfield
TOWER PROFILE
Consulting Engineers
Morrison Hershfield
1455 Lincoln Parkway, Suite 500
Atlanta, GA 30346
Phone: (770) 379-8500
FAX: (770) 379-8501
Job: TMB-185R2 / 2021192
Project: SE04653A / LAKOTA PARK
Client: Ryka Consulting Drawn by: CKK App'd:
Code: TIA-222-G Date: 09/22/20 Scale: NTS
Path:
C:\Users\ckatari\Desktop\TMB-185 - SE04653A - Lakota Park\TMB-185R2 SA\Analysis\TMB-185R2.eri
Dwg No. E-1
91.5 ft
45.0 ft
0.0 ft
REACTIONS - 85 mph WIND
TORQUE 1 kip-ft
9 K
SHEAR
608 kip-ft
MOMENT
14 K
AXIAL
30 mph WIND - 0.2500 in ICE
TORQUE 0 kip-ft
1 K
SHEAR
70 kip-ft
MOMENT
18 K
AXIAL
ARE FACTORED
ALL REACTIONS
Section12 Length (ft)46.5050.00 Number of Sides1818 Thickness (in)0.18750.2500 Socket Length (ft)5.00 Top Dia (in)22.000029.5055 Bot Dia (in)30.830039.0002 GradeA572-65 Weight (K)2.54.67.1 Lighting Rod 5/8" x 4' on 4' Pole (Per
Photos)
95.5 9' x 2" Pipe Mount (E-Per Photos) 87.5 9' x 2" Pipe Mount (E-Per Photos) 87.5 9' x 2" Pipe Mount (E-Per Photos) 87.5 (2) 6' x 2" Mount Pipe (E-Per Photos) 87.5 12' T-Arm (E) 87.5 12' T-Arm (E) 87.5 12' T-Arm (E) 87.5 HBXX-6517DS-A2M w/ Mount Pipe (P) 87.5 HBXX-6517DS-A2M w/ Mount Pipe (P) 87.5 HBXX-6517DS-A2M w/ Mount Pipe (P) 87.5 FFVV-65C-R3-V1 w/ Mount Pipe (P) 87.5 FFVV-65C-R3-V1 w/ Mount Pipe (P) 87.5 FFVV-65C-R3-V1 w/ Mount Pipe (P) 87.5 AEHC w/ Mount Pipe (P) 87.5 AEHC w/ Mount Pipe (P) 87.5 AEHC w/ Mount Pipe (P) 87.5 AHFIG (P) 87.5 AHFIG (P) 87.5 AHFIG (P) 87.5 AHLOA (P) 87.5 AHLOA (P) 87.5 AHLOA (P) 87.5 TMAT1921B68-21-43 (P) 87.5 TMAT1921B68-21-43 (P) 87.5 TMAT1921B68-21-43 (P) 87.5 Standoff Mount (E) 81 Standoff Mount (E) 81 Standoff Mount (E) 81 24" Stadium Light (E) 81 24" Stadium Light (E) 81 24" Stadium Light (E) 81 Standoff Mount (E) 78 Standoff Mount (E) 78 Standoff Mount (E) 78 24" Stadium Light (E) 78 24" Stadium Light (E) 78 24" Stadium Light (E) 78 Standoff Mount (E) 75 Standoff Mount (E) 75 Standoff Mount (E) 75 24" Stadium Light (E) 75 24" Stadium Light (E) 75 24" Stadium Light (E) 75DESIGNED APPURTENANCE LOADING
TYPE TYPEELEVATION ELEVATION
Lighting Rod 5/8" x 4' on 4' Pole (Per
Photos)
95.5
9' x 2" Pipe Mount (E-Per Photos) 87.5
9' x 2" Pipe Mount (E-Per Photos) 87.5
9' x 2" Pipe Mount (E-Per Photos) 87.5
(2) 6' x 2" Mount Pipe (E-Per Photos) 87.5
12' T-Arm (E) 87.5
12' T-Arm (E) 87.5
12' T-Arm (E) 87.5
HBXX-6517DS-A2M w/ Mount Pipe (P) 87.5
HBXX-6517DS-A2M w/ Mount Pipe (P) 87.5
HBXX-6517DS-A2M w/ Mount Pipe (P) 87.5
FFVV-65C-R3-V1 w/ Mount Pipe (P) 87.5
FFVV-65C-R3-V1 w/ Mount Pipe (P) 87.5
FFVV-65C-R3-V1 w/ Mount Pipe (P) 87.5
AEHC w/ Mount Pipe (P) 87.5
AEHC w/ Mount Pipe (P) 87.5
AEHC w/ Mount Pipe (P) 87.5
AHFIG (P) 87.5
AHFIG (P) 87.5
AHFIG (P) 87.5
AHLOA (P) 87.5
AHLOA (P) 87.5
AHLOA (P) 87.5
TMAT1921B68-21-43 (P) 87.5
TMAT1921B68-21-43 (P) 87.5
TMAT1921B68-21-43 (P) 87.5
Standoff Mount (E) 81
Standoff Mount (E) 81
Standoff Mount (E) 81
24" Stadium Light (E) 81
24" Stadium Light (E) 81
24" Stadium Light (E) 81
Standoff Mount (E) 78
Standoff Mount (E) 78
Standoff Mount (E) 78
24" Stadium Light (E) 78
24" Stadium Light (E) 78
24" Stadium Light (E) 78
Standoff Mount (E) 75
Standoff Mount (E) 75
Standoff Mount (E) 75
24" Stadium Light (E) 75
24" Stadium Light (E) 75
24" Stadium Light (E) 75
MATERIAL STRENGTH
GRADE GRADEFy FyFu Fu
A572-65 65 ksi 80 ksi
TOWER DESIGN NOTES
1. Tower is located in King County, Washington.
2. Tower designed for Exposure C to the TIA-222-G Standard.
3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard.
4. Tower is also designed for a 30 mph basic wind with 0.25 in ice. Ice is considered to
increase in thickness with height.
5. Deflections are based upon a 60 mph wind.
6. Tower Structure Class II.
7. Topographic Category 1 with Crest Height of 0.00 ft
8. TOWER RATING: 39.4%
Morrison Hershfield
PROGRAM OUTPUT
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TMB-185R2 / 2021192
Page
1 of 5
Morrison Hershfield
1455 Lincoln Parkway, Suite 500
Project
SE04653A / LAKOTA PARK
Date
19:04:33 09/22/20
Atlanta, GA 30346
Phone: (770) 379-8500
FAX: (770) 379-8501
Client
Ryka Consulting
Designed by
CKK
Tower Input Data
The tower is a monopole.
This tower is designed using the TIA-222-G standard.
The following design criteria apply:
Tower is located in King County, Washington.
Basic wind speed of 85 mph.
Structure Class II.
Exposure Category C.
Topographic Category 1.
Crest Height 0.00 ft.
Nominal ice thickness of 0.2500 in.
Ice thickness is considered to increase with height.
Ice density of 56 pcf.
A wind speed of 30 mph is used in combination with ice.
Temperature drop of 50 °F.
Deflections calculated using a wind speed of 60 mph.
A non-linear (P-delta) analysis was used.
Pressures are calculated at each section.
Stress ratio used in pole design is 1.
Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered.
Options
Consider Moments - Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules
Consider Moments - Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces
Consider Moments - Diagonals √ Assume Rigid Index Plate Ignore Redundant Members in FEA
Use Moment Magnification √ Use Clear Spans For Wind Area SR Leg Bolts Resist Compression
√ Use Code Stress Ratios Use Clear Spans For KL/r All Leg Panels Have Same Allowable
√ Use Code Safety Factors - Guys Retension Guys To Initial Tension Offset Girt At Foundation
Escalate Ice √ Bypass Mast Stability Checks √ Consider Feed Line Torque
Always Use Max Kz √ Use Azimuth Dish Coefficients Include Angle Block Shear Check
Use Special Wind Profile √ Project Wind Area of Appurt. Use TIA-222-G Bracing Resist. Exemption
Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-G Tension Splice Exemption
Leg Bolts Are At Top Of Section Add IBC .6D+W Combination Poles
Secondary Horizontal Braces Leg Sort Capacity Reports By Component √ Include Shear-Torsion Interaction
Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow
SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets
SR Members Are Concentric Ignore KL/ry For 60 Deg. Angle Legs Pole Without Linear Attachments
Pole With Shroud Or No Appurtenances
Outside and Inside Corner Radii Are
Known
Tapered Pole Section Geometry
Section Elevation
ft
Section
Length
ft
Splice
Length
ft
Number
of
Sides
Top
Diameter
in
Bottom
Diameter
in
Wall
Thickness
in
Bend
Radius
in
Pole Grade
L1 91.50-45.00 46.50 5.00 18 22.0000 30.8300 0.1875 0.7500 A572-65
(65 ksi)
L2 45.00-0.00 50.00 18 29.5055 39.0002 0.2500 1.0000 A572-65
(65 ksi)
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Page
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Morrison Hershfield
1455 Lincoln Parkway, Suite 500
Project
SE04653A / LAKOTA PARK
Date
19:04:33 09/22/20
Atlanta, GA 30346
Phone: (770) 379-8500
FAX: (770) 379-8501
Client
Ryka Consulting
Designed by
CKK
Feed Line/Linear Appurtenances - Entered As Round Or Flat
Description Sector Exclude
From
Torque
Calculation
Component
Type
Placement
ft
Total
Number
Number
Per Row
Start/End
Position
Width or
Diameter
in
Perimeter
in
Weight
plf
***
Safety Line 3/8
(Tower)
B No Surface Ar
(CaAa)
91.50 -
11.00
1 1 0.000
0.000
0.3750 0.22
Step Pegs
(Tower)
B No Surface Ar
(CaAa)
91.50 -
11.00
1 1 -0.050
0.050
0.7050 1.80
***
Feed Line/Linear Appurtenances - Entered As Area
Description Face
or
Leg
Allow
Shield
Exclude
From
Torque
Calculation
Component
Type
Placement
ft
Total
Number
CAAA
ft2/ft
Weight
plf
***
7/8''
(P)
A No No Inside Pole 87.50 - 8.00 6 No Ice
1/2'' Ice
0.00
0.00
0.33
0.33
HCS 2.0 Pendant
(P)
A No No Inside Pole 87.50 - 8.00 2 No Ice
1/2'' Ice
0.00
0.00
1.71
1.71
***
3/4'' DC
(E)
C No No Inside Pole 81.00 - 8.00 1 No Ice
1/2'' Ice
0.00
0.00
0.88
0.88
***
Discrete Tower Loads
Description Face
or
Leg
Offset
Type
Offsets:
Horz
Lateral
Vert
ft
ft
ft
Azimuth
Adjustment
°
Placement
ft
CAAA
Front
ft2
CAAA
Side
ft2
Weight
K
***
Lighting Rod 5/8'' x 4' on 4'
Pole
(Per Photos)
B None 0.0000 95.50 No Ice
1/2'' Ice
1.46
2.13
1.46
2.13
0.07
0.09
***T-Mobile***
9' x 2'' Pipe Mount
(E-Per Photos)
C From Leg 4.00
-6.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
2.14
3.07
2.14
3.07
0.07
0.08
9' x 2'' Pipe Mount
(E-Per Photos)
B From Leg 4.00
-6.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
2.14
3.07
2.14
3.07
0.07
0.08
9' x 2'' Pipe Mount
(E-Per Photos)
C From Leg 4.00
-6.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
2.14
3.07
2.14
3.07
0.07
0.08
(2) 6' x 2'' Mount Pipe
(E-Per Photos)
A From Leg 2.00
0.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
1.43
1.92
1.43
1.92
0.02
0.03
12' T-Arm
(E)
A From Leg 2.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
7.28
9.52
3.02
4.20
0.26
0.33
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TMB-185R2 / 2021192
Page
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Morrison Hershfield
1455 Lincoln Parkway, Suite 500
Project
SE04653A / LAKOTA PARK
Date
19:04:33 09/22/20
Atlanta, GA 30346
Phone: (770) 379-8500
FAX: (770) 379-8501
Client
Ryka Consulting
Designed by
CKK
Description Face
or
Leg
Offset
Type
Offsets:
Horz
Lateral
Vert
ft
ft
ft
Azimuth
Adjustment
°
Placement
ft
CAAA
Front
ft2
CAAA
Side
ft2
Weight
K
0.00
12' T-Arm
(E)
B From Leg 2.00
0.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
7.28
9.52
3.02
4.20
0.26
0.33
12' T-Arm
(E)
C From Leg 2.00
0.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
7.28
9.52
3.02
4.20
0.26
0.33
***
HBXX-6517DS-A2M w/
Mount Pipe
(p)
A From Leg 4.00
2.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
7.97
8.73
5.99
6.72
0.08
0.14
HBXX-6517DS-A2M w/
Mount Pipe
(p)
B From Leg 4.00
2.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
7.97
8.73
5.99
6.72
0.08
0.14
HBXX-6517DS-A2M w/
Mount Pipe
(p)
C From Leg 4.00
2.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
7.97
8.73
5.99
6.72
0.08
0.14
FFVV-65C-R3-V1 w/ Mount
Pipe
(P)
A From Leg 4.00
6.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
12.97
13.62
6.20
6.77
0.18
0.32
FFVV-65C-R3-V1 w/ Mount
Pipe
(P)
B From Leg 4.00
6.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
12.97
13.62
6.20
6.77
0.18
0.32
FFVV-65C-R3-V1 w/ Mount
Pipe
(P)
C From Leg 4.00
6.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
12.97
13.62
6.20
6.77
0.18
0.32
AEHC w/ Mount Pipe
(P)
A From Leg 4.00
-2.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
6.96
7.34
3.45
3.93
0.11
0.17
AEHC w/ Mount Pipe
(P)
B From Leg 4.00
-2.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
6.96
7.34
3.45
3.93
0.11
0.17
AEHC w/ Mount Pipe
(P)
C From Leg 4.00
-2.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
6.96
7.34
3.45
3.93
0.11
0.17
AHFIG
(P)
A From Leg 4.00
0.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
3.08
3.31
1.40
1.59
0.08
0.10
AHFIG
(P)
B From Leg 4.00
0.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
3.08
3.31
1.40
1.59
0.08
0.10
AHFIG
(P)
C From Leg 4.00
0.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
3.08
3.31
1.40
1.59
0.08
0.10
AHLOA
(P)
A From Leg 4.00
0.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
2.23
2.42
1.39
1.55
0.08
0.10
AHLOA
(P)
B From Leg 4.00
0.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
2.23
2.42
1.39
1.55
0.08
0.10
AHLOA
(P)
C From Leg 4.00
0.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
2.23
2.42
1.39
1.55
0.08
0.10
TMAT1921B68-21-43
(P)
A From Leg 4.00
0.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
0.66
0.76
0.32
0.40
0.02
0.02
TMAT1921B68-21-43 B From Leg 4.00 0.0000 87.50 No Ice 0.66 0.32 0.02
ttnnxxTToowweerr Job
TMB-185R2 / 2021192
Page
4 of 5
Morrison Hershfield
1455 Lincoln Parkway, Suite 500
Project
SE04653A / LAKOTA PARK
Date
19:04:33 09/22/20
Atlanta, GA 30346
Phone: (770) 379-8500
FAX: (770) 379-8501
Client
Ryka Consulting
Designed by
CKK
Description Face
or
Leg
Offset
Type
Offsets:
Horz
Lateral
Vert
ft
ft
ft
Azimuth
Adjustment
°
Placement
ft
CAAA
Front
ft2
CAAA
Side
ft2
Weight
K
(P) 0.00
0.00
1/2'' Ice 0.76 0.40 0.02
TMAT1921B68-21-43
(P)
C From Leg 4.00
0.00
0.00
0.0000 87.50 No Ice
1/2'' Ice
0.66
0.76
0.32
0.40
0.02
0.02
***
Standoff Mount
(E)
A From Leg 1.50
0.00
0.00
0.0000 81.00 No Ice
1/2'' Ice
1.51
1.82
0.67
0.93
0.10
0.14
Standoff Mount
(E)
B From Leg 1.50
0.00
0.00
0.0000 81.00 No Ice
1/2'' Ice
1.51
1.82
0.67
0.93
0.10
0.14
Standoff Mount
(E)
C From Leg 1.50
0.00
0.00
0.0000 81.00 No Ice
1/2'' Ice
1.51
1.82
0.67
0.93
0.10
0.14
***
Standoff Mount
(E)
A From Leg 1.50
0.00
0.00
0.0000 78.00 No Ice
1/2'' Ice
1.51
1.82
0.67
0.93
0.10
0.14
Standoff Mount
(E)
B From Leg 1.50
0.00
0.00
0.0000 78.00 No Ice
1/2'' Ice
1.51
1.82
0.67
0.93
0.10
0.14
Standoff Mount
(E)
C From Leg 1.50
0.00
0.00
0.0000 78.00 No Ice
1/2'' Ice
1.51
1.82
0.67
0.93
0.10
0.14
***
Standoff Mount
(E)
A From Leg 1.50
0.00
0.00
0.0000 75.00 No Ice
1/2'' Ice
1.51
1.82
0.67
0.93
0.10
0.14
Standoff Mount
(E)
B From Leg 1.50
0.00
0.00
0.0000 75.00 No Ice
1/2'' Ice
1.51
1.82
0.67
0.93
0.10
0.14
Standoff Mount
(E)
C From Leg 1.50
0.00
0.00
0.0000 75.00 No Ice
1/2'' Ice
1.51
1.82
0.67
0.93
0.10
0.14
***
Dishes
Description Face
or
Leg
Dish
Type
Offset
Type
Offsets:
Horz
Lateral
Vert
ft
Azimuth
Adjustment
°
3 dB
Beam
Width
°
Elevation
ft
Outside
Diameter
ft
Aperture
Area
ft2
Weight
K
***
24'' Stadium Light
(E)
A Paraboloid
w/Shroud (HP)
From
Leg
3.00
0.00
0.00
0.0000 81.00 2.00 No Ice
1/2'' Ice
3.14
3.41
0.03
0.04
24'' Stadium Light
(E)
B Paraboloid
w/Shroud (HP)
From
Leg
3.00
0.00
0.00
0.0000 81.00 2.00 No Ice
1/2'' Ice
3.14
3.41
0.03
0.04
24'' Stadium Light
(E)
C Paraboloid
w/Shroud (HP)
From
Leg
3.00
0.00
0.0000 81.00 2.00 No Ice
1/2'' Ice
3.14
3.41
0.03
0.04
ttnnxxTToowweerr Job
TMB-185R2 / 2021192
Page
5 of 5
Morrison Hershfield
1455 Lincoln Parkway, Suite 500
Project
SE04653A / LAKOTA PARK
Date
19:04:33 09/22/20
Atlanta, GA 30346
Phone: (770) 379-8500
FAX: (770) 379-8501
Client
Ryka Consulting
Designed by
CKK
Description Face
or
Leg
Dish
Type
Offset
Type
Offsets:
Horz
Lateral
Vert
ft
Azimuth
Adjustment
°
3 dB
Beam
Width
°
Elevation
ft
Outside
Diameter
ft
Aperture
Area
ft2
Weight
K
0.00
***
24'' Stadium Light
(E)
A Paraboloid
w/Shroud (HP)
From
Leg
3.00
0.00
0.00
0.0000 78.00 2.00 No Ice
1/2'' Ice
3.14
3.41
0.03
0.04
24'' Stadium Light
(E)
B Paraboloid
w/Shroud (HP)
From
Leg
3.00
0.00
0.00
0.0000 78.00 2.00 No Ice
1/2'' Ice
3.14
3.41
0.03
0.04
24'' Stadium Light
(E)
C Paraboloid
w/Shroud (HP)
From
Leg
3.00
0.00
0.00
0.0000 78.00 2.00 No Ice
1/2'' Ice
3.14
3.41
0.03
0.04
***
24'' Stadium Light
(E)
A Paraboloid
w/Shroud (HP)
From
Leg
3.00
0.00
0.00
0.0000 75.00 2.00 No Ice
1/2'' Ice
3.14
3.41
0.03
0.04
24'' Stadium Light
(E)
B Paraboloid
w/Shroud (HP)
From
Leg
3.00
0.00
0.00
0.0000 75.00 2.00 No Ice
1/2'' Ice
3.14
3.41
0.03
0.04
24'' Stadium Light
(E)
C Paraboloid
w/Shroud (HP)
From
Leg
3.00
0.00
0.00
0.0000 75.00 2.00 No Ice
1/2'' Ice
3.14
3.41
0.03
0.04
***
Section Capacity Table
Section
No.
Elevation
ft
Component
Type
Size Critical
Element
P
K
øPallow
K
%
Capacity
Pass
Fail
L1 91.5 - 45 Pole TP30.83x22x0.1875 1 -7.47 1120.94 30.6 Pass
L2 45 - 0 Pole TP39.0002x29.5055x0.25 2 -13.90 1969.73 39.4 Pass
Summary
Pole (L2) 39.4 Pass
RATING = 39.4 Pass
Morrison Hershfield
COAX SKETCH
Consulting Engineers
Morrison Hershfield
1455 Lincoln Parkway, Suite 500
Atlanta, GA 30346
Phone: (770) 379-8500
FAX: (770) 379-8501
Job: TMB-185R2 / 2021192
Project: SE04653A / LAKOTA PARK
Client: Ryka Consulting Drawn by: CKK App'd:
Code: TIA-222-G Date: 09/22/20 Scale: NTS
Path:
C:\Users\ckatari\Desktop\TMB-185 - SE04653A - Lakota Park\TMB-185R2 SA\Analysis\TMB-185R2.eri
Dwg No. E-7
Feed Line Plan
45'
Section @ 45'
(6) 7/8" (P)
(2) HCS 2.0 Pendant (P)
3/4" DC (E)
Morrison Hershfield
ADDITIONAL CALCULATIONS
Monopole Base Plate Connection
TMB-185R2 / 2021192
#VALUE!
Anchor Rod Data Anchor Rod Summary (units of kips, kip-in)
(16) 1-1/2" ø bolts (F1554-105 N; Fy=105 ksi, Fu=125 ksi) on 45" BC Pu_c = 41.38 φPn_t = 141 Stress Rating
Vu = 0.58 φVn = n/a 30.2%
Base Plate Data Mu = n/a φMn = n/a Pass
51" OD x 1.5" Plate (A572-50; Fy=50 ksi, Fu=65 ksi)
Base Plate Summary
Stiffener Data Max Stress (ksi):17.64 (Flexural)
N/A Allowable Stress (ksi):45
Stress Rating:39.2%Pass
Pole Data
39.0002" x 0.25" 18-sided pole (A572-65; Fy=65 ksi, Fu=80 ksi)
Analysis ResultsConnection Properties
Iar (in) 0
Eta Factor, η 0.5
Moment (kip-ft) 607.91
Axial Force (kips) 13.90
Shear Force (kips) 9.31
Moment (kip-ft)
Axial Force (kips)
Shear Force (kips)
0.00
Project No.
Applied Loads
Site Name LAKOTA PARK
Site ID # SE04653A
Analysis Considerations
Site Info
TIA-222 Revision G
Grout Considered:No
13.90
9.31
Adjusted Pole Reactions
Analysis Date: 9/22/2020
TMB-185R2 / 2021192
Tower Type:
13.91 kips Capacity Demand Rating Check
9.3 kips 328.69 0.00 0.0% Pass
151.41 9.30 6.1% Pass
4.50 1.55 34.4% Pass
607.91 ft-kips 2288.53 675.34 29.5% Pass
91.5 ft 2308.44 654.41 28.3% Pass
ft 691.79 0.00 0.0% Pass
3 in 15121.68 35.29 0.2% Pass
in 1405.18 209.31 14.9% Pass
399.59 48.09 12.0% Pass
0.190 0.022 11.7% Pass
Circular 1768.28 0.00 0.0% Pass
5.5 ft 0.190 0.000 0.0% Pass
0.5 ft 1768.28 0.00 0.0% Pass
8
23
4 Soil Rating:34.4%
14 Structural Rating:28.3%
Tie
3 in
6.5 ft
18 ft
2 ft
8
21
3 in
60 ksi
4 ksi
150 pcf
120 pcf
6.000 ksf <--Toggle between Gross and Net
0.000 ksf
35 degrees
17
0.38
2.75 ft
No
N/A ft
D
Top & Bot. Pad Rein. Different?:
Foundation Bearing on Rock?
SPT Blow Count, Nblows:
Base Friction, µ:
Pier Diameter, dpier:
Ext. Above Grade, E:
Pier Rebar Size, Sc:
Total Soil Unit Weight, γ:
Pier Rebar Quantity, mc:
Concrete Compressive Strength, F'c:
Pier Tie/Spiral Quantity, mt:
Pier Reinforcement Type:
Pier Clear Cover, ccpier:
Pad Properties
Pier Tie/Spiral Size, St:
Neglected Depth, N:
Uplift Shear, Vu_uplift:
Pier Shape:
Tower Height, H:
Base Face Width, BW:
Cohesion, Cu:
Ultimate Gross Bearing, Qult:
Pier Flexure (Comp.) (kip*ft)
Lateral (Sliding) (kips)
Bearing Pressure (ksf)
Uplift (kips)
Foundation Analysis Checks
Pier and Pad Foundation
Project # :
Site Name:
Compression, Pcomp:
TIA-222 Revision:
Site ID:
Superstructure Analysis Reactions
G
Monopole
LAKOTA PARK
SE04653A
Block Foundation?:
Pad Shear - 2-way (Comp) (ksi)
Pier Flexure (Tension) (kip*ft)
Overturning (kip*ft)
Pad Flexure (kip*ft)
Pad Shear - 1-way (kips)
Pier Compression (kip)
Flexural 2-way (Tension) (kip*ft)
Pad Shear - 2-way (Uplift) (ksi)
Pier Properties
BP Dist. Above Fdn, bpdist:
Bolt Circle / Bearing Plate Width, BC:
Flexural 2-way (Comp) (kip*ft)
Uplift, Puplift:
Base Shear, Vu_comp:
Seismic Design Category:
Groundwater Depth, gw:
Rebar Grade, Fy:
Dry Concrete Density, δc:
Depth, D:
Pad Width, W:
Pad Thickness, T:
Pad Rebar Size (Bottom), Sp:
Pad Rebar Quantity (Bottom), mp:
Pad Clear Cover, ccpad:
Material Properties
Soil Properties
Friction Angle, :
Moment, Mu:
TIA-222 Revison:Check Pier Capacity only at location of Max Moment?NoTower Type:Soil Lateral CheckCompression UpliftComp. Uplift5.88 -607.918.44 -13.91661.71 -9.315.8% -Soil Vertical CheckCompression Uplift221.28 -4 ksi437.45 -60 ksi87.67 -60 ksi658.73 -101.58 -15.4% -20 ftReinforced Concrete FlexureCompression Uplift0.5 ft5.68 -661.61 -2336.03 -5.5 ft28.3% -2723Reinforced Concrete ShearCompression Uplift815.47 -3 in104.20 -4428.75 -12 in24.3% -inN/A# of Layers 3121FALSE1 0 2.75 2.75 120 150 0 0 0.000 0.0000.00 0.00FALSE2 2.75 10 7.25 120 150 0 35 0.000 0.0000.70 0.70FALSE3 10 20 10 120 150 0 42 0.000 0.0001.20 1.2024.5528.3%Structural Foundation RatingTotal Capacity (kips)Tie Yield Strength, Fyt:Tie SpacingCritical Depth (ft from TOC)Critical Depth (ft from TOC)15.8%Soil Interaction RatingDepthExt. Above GradeCritical Moment (kip-ft)Critical Moment CapacityRatingCohesionlessCohesionlessUltimate Skin Friction Uplift Override (ksf)Critical Shear CapacityRatingCohesionlessAnalysis ResultsDrilled Pier FoundationMonopoleApplied LoadsMaterial PropertiesPier Design DataGTMB-185R2 / 2021192LAKOTA PARKSE04653AMoment (kip-ft)Axial Force (kips)Shear Force (kips)Concrete Strength, f'c:Dv=0 (ft from TOC)Soil Safety FactorMax Moment (kip-ft)RatingSkin Friction (kips)Weight of Concrete (kips)RatingCalculated Ultimate Skin Friction Uplift (ksf)Calculated Ultimate Skin Friction Comp (ksf)LayerTop (ft)Bottom (ft)Thickness (ft)Ultimate Skin Friction Comp Override (ksf)Groundwater DepthSoil ProfileSoil TypeSPT Blow CountUlt. Gross Bearing Capacity (ksf)γsoil (pcf)γconcrete (pcf)Cohesion (ksf)Angle of Friction (degrees)From 0.5' above grade to 20' below gradeRebar SizeClear Cover to TiesTie SizeRebar QuantityRebar Cage DiameterRebar Strength, Fy:End Bearing (kips)Axial (kips)Pier Section 1Pier DiameterRebar QuantityRebar SizeCritical Shear (kip)Rebar & Pier OptionsEmbedded Pole InputsBelled Pier Inputs
Decimal Degrees Deg Min Sec
###Lat: 47.320444 + 47 19 13.60
###Long: -122.360333 - 122 21 37.20
###Seismic Design Code: ASCE 7-10
###Site Soil: D Stiff Soil (Default)
Risk Category: II
###USGS Seismic Reference SS:1.3110 g
###S1:0.5040 g
TL:6 s
###1
Importance Factor, Ie:1
Acceleration-based site coefficient, Fa:1.0000
Velocity-based site coefficient, Fv:1.5000
Design spectral response acceleration short period, SDS:0.8740 g
Design spectral response acceleration 1 s period, SD1:0.5040 g
Seismic Design Category Based on SDS:D
Seismic Design Category Based on SD1:D
Seismic Design Category Based on S1:N/A
Controlling Seismic Design Category: D
Location
Code and Site Parameters
Seismic Design Category Determination
CCISeismic 3.3.2 Page 1 Analysis Date: 9/22/2020
Tower Type:Tapered Monopole
Height, h:91.5 ft
###Effective Seismic Weight, W:11.59 kips
Response Modification Factor, R: 1.5
###1.792369008
Discrete Appurtenance Weight in Top 1/3 of Structure, Wu:3.87368 kips
WL:7.716524305 kips
E:29000.0 ksi
g: 386.088 in/s2
Average Moment of Inertia, Iavg:2757.930262 in4
Fa:0.557920827 hz
Approximate Fundamental Period Monopole, Ta:1.7924 s
Seismic Response Coefficient, Cs 0.5827 12.8-2
Seismic Response Coefficient Max 1, Csmax 0.1875 12.8-3
Seismic Response Coefficient Max 2, Csmax N/A 12.8-4
Seismic Response Coefficient Min 1, Csmin 0.0385 15.4-1
Seismic Response Coefficient Min 2, Csmin N/A 15.4-2
Controlling Seismic Response Coefficient, Csc 0.1875
Seismic Base Shear, V 2.173 kips 12.8-1
Period Related Exponent, k: 1.646 12.8-12
Sum of wihi
k 9809.20 12.8-12
Tower Details
Seismic Base Shear
Vertical Distribution Factors
Page 2 Analysis Date: 9/22/2020
Section
Number Length Top Height Mid Height, hx
Section
Weight, wx
wxhx
k Cvx Fxh Fxv
1 - 1 6.50 91.50 88.25 0.2952 471.16 0.0480 0.1044 0.0516
1 - 2 10.00 85.00 80.00 0.4859 659.79 0.0673 0.1461 0.0849
1 - 3 10.00 75.00 70.00 0.5244 571.50 0.0583 0.1266 0.0917
1 - 4 10.00 65.00 60.00 0.5628 475.93 0.0485 0.1054 0.0984
1 - 5 10.00 55.00 50.00 0.6013 376.62 0.0384 0.0834 0.1051
2 - 1 10.00 50.00 45.00 0.8155 429.47 0.0438 0.0951 0.1426
2 - 2 10.00 40.00 35.00 0.8668 301.82 0.0308 0.0669 0.1515
2 - 3 10.00 30.00 25.00 0.9181 183.72 0.0187 0.0407 0.1605
2 - 4 10.00 20.00 15.00 0.9694 83.67 0.0085 0.0185 0.1694
2 - 5 10.00 10.00 5.00 1.0206 14.44 0.0015 0.0032 0.1784
Sum 7.0601 3568.11
Tower Section Loads
Page 3 Analysis Date: 9/22/2020
Name hx wx wxhx
k Cvx Fxh Fxv
tower mounts Lighting Rod 5/8" x 4' on 4' Pole 95.50 0.0700 127.22 0.0130 0.0282 0.0122
tower mounts 9' x 2" Pipe Mount 87.50 0.0700 110.15 0.0112 0.0244 0.0122
tower mounts 9' x 2" Pipe Mount 87.50 0.0700 110.15 0.0112 0.0244 0.0122
tower mounts 9' x 2" Pipe Mount 87.50 0.0700 110.15 0.0112 0.0244 0.0122
(2) tower mounts 6' x 2" Mount Pipe 87.50 0.0400 62.95 0.0064 0.0139 0.0070
12' T-Arm 87.50 0.2581 406.15 0.0414 0.0900 0.0451
12' T-Arm 87.50 0.2581 406.15 0.0414 0.0900 0.0451
12' T-Arm 87.50 0.2581 406.15 0.0414 0.0900 0.0451
andrew HBXX-6517DS-A2M w/ Mount Pipe 87.50 0.0758 119.30 0.0122 0.0264 0.0133
andrew HBXX-6517DS-A2M w/ Mount Pipe 87.50 0.0758 119.30 0.0122 0.0264 0.0133
andrew HBXX-6517DS-A2M w/ Mount Pipe 87.50 0.0758 119.30 0.0122 0.0264 0.0133
commscope FFVV-65C-R3-V1 w/ Mount Pipe 87.50 0.1827 287.42 0.0293 0.0637 0.0319
commscope FFVV-65C-R3-V1 w/ Mount Pipe 87.50 0.1827 287.42 0.0293 0.0637 0.0319
commscope FFVV-65C-R3-V1 w/ Mount Pipe 87.50 0.1827 287.42 0.0293 0.0637 0.0319
nokia AEHC w/ Mount Pipe 87.50 0.1100 173.10 0.0176 0.0383 0.0192
nokia AEHC w/ Mount Pipe 87.50 0.1100 173.10 0.0176 0.0383 0.0192
nokia AEHC w/ Mount Pipe 87.50 0.1100 173.10 0.0176 0.0383 0.0192
nokia AHFIG 87.50 0.0800 125.89 0.0128 0.0279 0.0140
nokia AHFIG 87.50 0.0800 125.89 0.0128 0.0279 0.0140
nokia AHFIG 87.50 0.0800 125.89 0.0128 0.0279 0.0140
nokia AHLOA 87.50 0.0800 125.89 0.0128 0.0279 0.0140
nokia AHLOA 87.50 0.0800 125.89 0.0128 0.0279 0.0140
nokia AHLOA 87.50 0.0800 125.89 0.0128 0.0279 0.0140
commscope TMAT1921B68-21-43 87.50 0.0200 31.47 0.0032 0.0070 0.0035
commscope TMAT1921B68-21-43 87.50 0.0200 31.47 0.0032 0.0070 0.0035
commscope TMAT1921B68-21-43 87.50 0.0200 31.47 0.0032 0.0070 0.0035
Standoff Mount 81.00 0.0960 133.04 0.0136 0.0295 0.0168
Standoff Mount 81.00 0.0960 133.04 0.0136 0.0295 0.0168
Standoff Mount 81.00 0.0960 133.04 0.0136 0.0295 0.0168
Standoff Mount 78.00 0.0960 125.03 0.0127 0.0277 0.0168
Standoff Mount 78.00 0.0960 125.03 0.0127 0.0277 0.0168
Standoff Mount 78.00 0.0960 125.03 0.0127 0.0277 0.0168
Standoff Mount 75.00 0.0960 117.21 0.0119 0.0260 0.0168
Standoff Mount 75.00 0.0960 117.21 0.0119 0.0260 0.0168
Standoff Mount 75.00 0.0960 117.21 0.0119 0.0260 0.0168
24" Stadium Light 81.00 0.0300 41.58 0.0042 0.0092 0.0052
24" Stadium Light 81.00 0.0300 41.58 0.0042 0.0092 0.0052
24" Stadium Light 81.00 0.0300 41.58 0.0042 0.0092 0.0052
24" Stadium Light 78.00 0.0300 39.07 0.0040 0.0087 0.0052
24" Stadium Light 78.00 0.0300 39.07 0.0040 0.0087 0.0052
24" Stadium Light 78.00 0.0300 39.07 0.0040 0.0087 0.0052
24" Stadium Light 75.00 0.0300 36.63 0.0037 0.0081 0.0052
24" Stadium Light 75.00 0.0300 36.63 0.0037 0.0081 0.0052
24" Stadium Light 75.00 0.0300 36.63 0.0037 0.0081 0.0052
Sum 3.8737 5805.99
Discrete Loads
Page 4 Analysis Date: 9/22/2020
Name Start Height End Height hx wx wxhx
k Cvx Fxh Fxv
miscl Safety Line 3/8 From 11 to 91.5 81.50 91.50 86.50 0.0022 3.40 0.0003 0.0008 0.0004
miscl Safety Line 3/8 From 11 to 91.5 71.50 81.50 76.50 0.0022 2.78 0.0003 0.0006 0.0004
miscl Safety Line 3/8 From 11 to 91.5 61.50 71.50 66.50 0.0022 2.20 0.0002 0.0005 0.0004
miscl Safety Line 3/8 From 11 to 91.5 51.50 61.50 56.50 0.0022 1.69 0.0002 0.0004 0.0004
miscl Safety Line 3/8 From 11 to 91.5 41.50 51.50 46.50 0.0022 1.22 0.0001 0.0003 0.0004
miscl Safety Line 3/8 From 11 to 91.5 31.50 41.50 36.50 0.0022 0.82 0.0001 0.0002 0.0004
miscl Safety Line 3/8 From 11 to 91.5 21.50 31.50 26.50 0.0022 0.48 0.0000 0.0001 0.0004
miscl Safety Line 3/8 From 11 to 91.5 11.50 21.50 16.50 0.0022 0.22 0.0000 0.0000 0.0004
miscl Safety Line 3/8 From 11 to 91.5 11.00 11.50 11.25 0.0001 0.01 0.0000 0.0000 0.0000
Step Pegs From 11 to 91.5 81.50 91.50 86.50 0.0180 27.86 0.0028 0.0062 0.0032
Step Pegs From 11 to 91.5 71.50 81.50 76.50 0.0180 22.76 0.0023 0.0050 0.0032
Step Pegs From 11 to 91.5 61.50 71.50 66.50 0.0180 18.07 0.0018 0.0040 0.0032
Step Pegs From 11 to 91.5 51.50 61.50 56.50 0.0180 13.82 0.0014 0.0031 0.0032
Step Pegs From 11 to 91.5 41.50 51.50 46.50 0.0180 10.03 0.0010 0.0022 0.0032
Step Pegs From 11 to 91.5 31.50 41.50 36.50 0.0180 6.73 0.0007 0.0015 0.0032
Step Pegs From 11 to 91.5 21.50 31.50 26.50 0.0180 3.97 0.0004 0.0009 0.0032
Step Pegs From 11 to 91.5 11.50 21.50 16.50 0.0180 1.82 0.0002 0.0004 0.0032
Step Pegs From 11 to 91.5 11.00 11.50 11.25 0.0009 0.05 0.0000 0.0000 0.0002
(6) 7/8" From 8 to 87.5 81.50 87.50 84.50 0.0119 17.65 0.0018 0.0039 0.0021
(6) 7/8" From 8 to 87.5 71.50 81.50 76.50 0.0198 24.98 0.0025 0.0055 0.0035
(6) 7/8" From 8 to 87.5 61.50 71.50 66.50 0.0198 19.83 0.0020 0.0044 0.0035
(6) 7/8" From 8 to 87.5 51.50 61.50 56.50 0.0198 15.17 0.0015 0.0034 0.0035
(6) 7/8" From 8 to 87.5 41.50 51.50 46.50 0.0198 11.01 0.0011 0.0024 0.0035
(6) 7/8" From 8 to 87.5 31.50 41.50 36.50 0.0198 7.39 0.0008 0.0016 0.0035
(6) 7/8" From 8 to 87.5 21.50 31.50 26.50 0.0198 4.36 0.0004 0.0010 0.0035
(6) 7/8" From 8 to 87.5 11.50 21.50 16.50 0.0198 2.00 0.0002 0.0004 0.0035
(6) 7/8" From 8 to 87.5 8.00 11.50 9.75 0.0069 0.29 0.0000 0.0001 0.0012
(2) HCS 2.0 Pendant From 8 to 87.5 81.50 87.50 84.50 0.0205 30.49 0.0031 0.0068 0.0036
(2) HCS 2.0 Pendant From 8 to 87.5 71.50 81.50 76.50 0.0342 43.14 0.0044 0.0096 0.0060
(2) HCS 2.0 Pendant From 8 to 87.5 61.50 71.50 66.50 0.0342 34.26 0.0035 0.0076 0.0060
(2) HCS 2.0 Pendant From 8 to 87.5 51.50 61.50 56.50 0.0342 26.20 0.0027 0.0058 0.0060
(2) HCS 2.0 Pendant From 8 to 87.5 41.50 51.50 46.50 0.0342 19.01 0.0019 0.0042 0.0060
(2) HCS 2.0 Pendant From 8 to 87.5 31.50 41.50 36.50 0.0342 12.76 0.0013 0.0028 0.0060
(2) HCS 2.0 Pendant From 8 to 87.5 21.50 31.50 26.50 0.0342 7.53 0.0008 0.0017 0.0060
(2) HCS 2.0 Pendant From 8 to 87.5 11.50 21.50 16.50 0.0342 3.45 0.0004 0.0008 0.0060
(2) HCS 2.0 Pendant From 8 to 87.5 8.00 11.50 9.75 0.0120 0.51 0.0001 0.0001 0.0021
3/4" DC From 8 to 81 71.50 81.00 76.25 0.0084 10.49 0.0011 0.0023 0.0015
3/4" DC From 8 to 81 61.50 71.50 66.50 0.0088 8.81 0.0009 0.0020 0.0015
3/4" DC From 8 to 81 51.50 61.50 56.50 0.0088 6.74 0.0007 0.0015 0.0015
3/4" DC From 8 to 81 41.50 51.50 46.50 0.0088 4.89 0.0005 0.0011 0.0015
3/4" DC From 8 to 81 31.50 41.50 36.50 0.0088 3.28 0.0003 0.0007 0.0015
3/4" DC From 8 to 81 21.50 31.50 26.50 0.0088 1.94 0.0002 0.0004 0.0015
3/4" DC From 8 to 81 11.50 21.50 16.50 0.0088 0.89 0.0001 0.0002 0.0015
3/4" DC From 8 to 81 8.00 11.50 9.75 0.0031 0.13 0.0000 0.0000 0.0005
Sum 0.6565 435.11
Linear Loads
Page 5 Analysis Date: 9/22/2020
Consulting Engineers
Morrison Hershfield
1455 Lincoln Parkway, Suite 500
Atlanta, GA 30346
Phone: (770) 379-8500
FAX: (770) 379-8501
Job: TMB-185R2 / 2021192 (Seismic)
Project: SE04653A / LAKOTA PARK
Client: Ryka Consulting Drawn by: CKK App'd:
Code: TIA-222-G Date: 09/22/20 Scale: NTS
Path:
C:\Users\ckatari\Desktop\TMB-185 - SE04653A - Lakota Park\TMB-185R2 SA\Analysis\TMB-185R2 CCISeismic 3.3.2 Wind And Seismic Analysis.eri
Dwg No. E-1
91.5 ft
45.0 ft
0.0 ft
REACTIONS - 85 mph WIND
TORQUE 1 kip-ft
9 K
SHEAR
608 kip-ft
MOMENT
14 K
AXIAL
30 mph WIND - 0.2500 in ICE
TORQUE 0 kip-ft
1 K
SHEAR
70 kip-ft
MOMENT
18 K
AXIAL
SEISMIC
TORQUE 0 kip-ft
2 K
SHEAR
169 kip-ft
MOMENT
16 K
AXIAL
ARE FACTORED
ALL REACTIONS
Section12 Length (ft)46.5050.00 Number of Sides1818 Thickness (in)0.18750.2500 Socket Length (ft)5.00 Top Dia (in)22.000029.5055 Bot Dia (in)30.830039.0002 GradeA572-65 Weight (K)2.54.67.1 Lighting Rod 5/8" x 4' on 4' Pole (Per Photos) 95.5 CCISeismic tower mounts Lighting Rod 5/8" x 4' on 4'
Pole
95.5 CCISeismic Tower Section 1 - 1 88.25 9' x 2" Pipe Mount (E-Per Photos) 87.5 (2) 6' x 2" Mount Pipe (E-Per Photos) 87.5 12' T-Arm (E) 87.5 12' T-Arm (E) 87.5 12' T-Arm (E) 87.5 HBXX-6517DS-A2M w/ Mount Pipe (P) 87.5 HBXX-6517DS-A2M w/ Mount Pipe (P) 87.5 HBXX-6517DS-A2M w/ Mount Pipe (P) 87.5 FFVV-65C-R3-V1 w/ Mount Pipe (P) 87.5 FFVV-65C-R3-V1 w/ Mount Pipe (P) 87.5 FFVV-65C-R3-V1 w/ Mount Pipe (P) 87.5 AEHC w/ Mount Pipe (P) 87.5 AEHC w/ Mount Pipe (P) 87.5 AEHC w/ Mount Pipe (P) 87.5 AHFIG (P) 87.5 AHFIG (P) 87.5 AHFIG (P) 87.5 AHLOA (P) 87.5 AHLOA (P) 87.5 AHLOA (P) 87.5 TMAT1921B68-21-43 (P) 87.5 TMAT1921B68-21-43 (P) 87.5 TMAT1921B68-21-43 (P) 87.5 9' x 2" Pipe Mount (E-Per Photos) 87.5 9' x 2" Pipe Mount (E-Per Photos) 87.5 CCISeismic tower mounts 9' x 2" Pipe Mount 87.5 CCISeismic tower mounts 9' x 2" Pipe Mount 87.5 CCISeismic tower mounts 9' x 2" Pipe Mount 87.5 CCISeismic (2) tower mounts 6' x 2" Mount Pipe 87.5 CCISeismic 12' T-Arm 87.5 CCISeismic 12' T-Arm 87.5 CCISeismic 12' T-Arm 87.5 CCISeismic andrew HBXX-6517DS-A2M w/ Mount Pipe 87.5 CCISeismic andrew HBXX-6517DS-A2M w/ Mount Pipe 87.5 CCISeismic andrew HBXX-6517DS-A2M w/ Mount Pipe 87.5 CCISeismic commscope FFVV-65C-R3-V1 w/ Mount Pipe 87.5 CCISeismic commscope FFVV-65C-R3-V1 w/ Mount Pipe 87.5 CCISeismic commscope FFVV-65C-R3-V1 w/ Mount Pipe 87.5 CCISeismic nokia AEHC w/ Mount Pipe 87.5 CCISeismic nokia AEHC w/ Mount Pipe 87.5 CCISeismic nokia AEHC w/ Mount Pipe 87.5 CCISeismic nokia AHFIG 87.5 CCISeismic nokia AHFIG 87.5 CCISeismic nokia AHFIG 87.5 CCISeismic nokia AHLOA 87.5 CCISeismic nokia AHLOA 87.5 CCISeismic nokia AHLOA 87.5 CCISeismic commscope TMAT1921B68-21-43 87.5 CCISeismic commscope TMAT1921B68-21-43 87.5 CCISeismic commscope TMAT1921B68-21-43 87.5 CCISeismic miscl Safety Line 3/8 From 11 to 91.5 (81.5ft
to91.5ft)
86.5 CCISeismic Step Pegs From 11 to 91.5 (81.5ft to91.5ft) 86.5 CCISeismic (6) 7/8" From 8 to 87.5 (81.5ft to87.5ft) 84.5 CCISeismic (2) HCS 2.0 Pendant From 8 to 87.5 (81.5ft
to87.5ft)
84.5 24" Stadium Light (E) 81 24" Stadium Light (E) 81 24" Stadium Light (E) 81 Standoff Mount (E) 81 CCISeismic Standoff Mount 81 CCISeismic Standoff Mount 81 CCISeismic Standoff Mount 81 CCISeismic 24" Stadium Light 81 CCISeismic 24" Stadium Light 81 CCISeismic 24" Stadium Light 81 Standoff Mount (E) 81 Standoff Mount (E) 81 CCISeismic Tower Section 1 - 2 80 Standoff Mount (E) 78 Standoff Mount (E) 78 CCISeismic Standoff Mount 78 CCISeismic Standoff Mount 78 CCISeismic Standoff Mount 78 24" Stadium Light (E) 78 24" Stadium Light (E) 78 CCISeismic 24" Stadium Light 78 CCISeismic 24" Stadium Light 78 CCISeismic 24" Stadium Light 78 24" Stadium Light (E) 78 Standoff Mount (E) 78 CCISeismic miscl Safety Line 3/8 From 11 to 91.5 (71.5ft
to81.5ft)
76.5 CCISeismic Step Pegs From 11 to 91.5 (71.5ft to81.5ft) 76.5 CCISeismic (6) 7/8" From 8 to 87.5 (71.5ft to81.5ft) 76.5 CCISeismic (2) HCS 2.0 Pendant From 8 to 87.5 (71.5ft
to81.5ft)
76.5 CCISeismic 3/4" DC From 8 to 81 (71.5ft to81ft) 76.25 CCISeismic Standoff Mount 75 CCISeismic Standoff Mount 75 Standoff Mount (E) 75 CCISeismic 24" Stadium Light 75 CCISeismic 24" Stadium Light 75 CCISeismic 24" Stadium Light 75 Standoff Mount (E) 75 Standoff Mount (E) 75 24" Stadium Light (E) 75 24" Stadium Light (E) 75 24" Stadium Light (E) 75 CCISeismic Standoff Mount 75 CCISeismic Tower Section 1 - 3 70 CCISeismic miscl Safety Line 3/8 From 11 to 91.5 (61.5ft
to71.5ft)
66.5 CCISeismic Step Pegs From 11 to 91.5 (61.5ft to71.5ft) 66.5 CCISeismic (6) 7/8" From 8 to 87.5 (61.5ft to71.5ft) 66.5 CCISeismic (2) HCS 2.0 Pendant From 8 to 87.5 (61.5ft
to71.5ft)
66.5 CCISeismic 3/4" DC From 8 to 81 (61.5ft to71.5ft) 66.5 CCISeismic Tower Section 1 - 4 60 CCISeismic miscl Safety Line 3/8 From 11 to 91.5 (51.5ft
to61.5ft)
56.5 CCISeismic Step Pegs From 11 to 91.5 (51.5ft to61.5ft) 56.5 CCISeismic (6) 7/8" From 8 to 87.5 (51.5ft to61.5ft) 56.5 CCISeismic (2) HCS 2.0 Pendant From 8 to 87.5 (51.5ft
to61.5ft)
56.5 CCISeismic 3/4" DC From 8 to 81 (51.5ft to61.5ft) 56.5 CCISeismic Tower Section 1 - 5 50 CCISeismic miscl Safety Line 3/8 From 11 to 91.5 (41.5ft
to51.5ft)
46.5 CCISeismic Step Pegs From 11 to 91.5 (41.5ft to51.5ft) 46.5 CCISeismic (6) 7/8" From 8 to 87.5 (41.5ft to51.5ft) 46.5 CCISeismic (2) HCS 2.0 Pendant From 8 to 87.5 (41.5ft
to51.5ft)
46.5 CCISeismic 3/4" DC From 8 to 81 (41.5ft to51.5ft) 46.5 CCISeismic Tower Section 2 - 1 45 CCISeismic Step Pegs From 11 to 91.5 (31.5ft to41.5ft) 36.5 CCISeismic (6) 7/8" From 8 to 87.5 (31.5ft to41.5ft) 36.5 CCISeismic miscl Safety Line 3/8 From 11 to 91.5 (31.5ft
to41.5ft)
36.5 CCISeismic (2) HCS 2.0 Pendant From 8 to 87.5 (31.5ft
to41.5ft)
36.5 CCISeismic 3/4" DC From 8 to 81 (31.5ft to41.5ft) 36.5 CCISeismic Tower Section 2 - 2 35 CCISeismic Step Pegs From 11 to 91.5 (21.5ft to31.5ft) 26.5 CCISeismic (2) HCS 2.0 Pendant From 8 to 87.5 (21.5ft
to31.5ft)
26.5 CCISeismic miscl Safety Line 3/8 From 11 to 91.5 (21.5ft
to31.5ft)
26.5 CCISeismic (6) 7/8" From 8 to 87.5 (21.5ft to31.5ft) 26.5 CCISeismic 3/4" DC From 8 to 81 (21.5ft to31.5ft) 26.5 CCISeismic Tower Section 2 - 3 25 CCISeismic (6) 7/8" From 8 to 87.5 (11.5ft to21.5ft) 16.5 CCISeismic (2) HCS 2.0 Pendant From 8 to 87.5 (11.5ft
to21.5ft)
16.5 CCISeismic miscl Safety Line 3/8 From 11 to 91.5 (11.5ft
to21.5ft)
16.5 CCISeismic Step Pegs From 11 to 91.5 (11.5ft to21.5ft) 16.5 CCISeismic 3/4" DC From 8 to 81 (11.5ft to21.5ft) 16.5 CCISeismic Tower Section 2 - 4 15 CCISeismic Step Pegs From 11 to 91.5 (11ft to11.5ft) 11.25 CCISeismic miscl Safety Line 3/8 From 11 to 91.5 (11ft
to11.5ft)
11.25 CCISeismic (2) HCS 2.0 Pendant From 8 to 87.5 (8ft
to11.5ft)
9.75 CCISeismic (6) 7/8" From 8 to 87.5 (8ft to11.5ft) 9.75 CCISeismic 3/4" DC From 8 to 81 (8ft to11.5ft) 9.75 CCISeismic Tower Section 2 - 5 5DESIGNED APPURTENANCE LOADING
TYPE TYPEELEVATION ELEVATION
Lighting Rod 5/8" x 4' on 4' Pole (Per Photos) 95.5
CCISeismic tower mounts Lighting Rod 5/8" x 4' on 4'
Pole
95.5
CCISeismic Tower Section 1 - 1 88.25
9' x 2" Pipe Mount (E-Per Photos) 87.5
(2) 6' x 2" Mount Pipe (E-Per Photos) 87.5
12' T-Arm (E) 87.5
12' T-Arm (E) 87.5
12' T-Arm (E) 87.5
HBXX-6517DS-A2M w/ Mount Pipe (P) 87.5
HBXX-6517DS-A2M w/ Mount Pipe (P) 87.5
HBXX-6517DS-A2M w/ Mount Pipe (P) 87.5
FFVV-65C-R3-V1 w/ Mount Pipe (P) 87.5
FFVV-65C-R3-V1 w/ Mount Pipe (P) 87.5
FFVV-65C-R3-V1 w/ Mount Pipe (P) 87.5
AEHC w/ Mount Pipe (P) 87.5
AEHC w/ Mount Pipe (P) 87.5
AEHC w/ Mount Pipe (P) 87.5
AHFIG (P) 87.5
AHFIG (P) 87.5
AHFIG (P) 87.5
AHLOA (P) 87.5
AHLOA (P) 87.5
AHLOA (P) 87.5
TMAT1921B68-21-43 (P) 87.5
TMAT1921B68-21-43 (P) 87.5
TMAT1921B68-21-43 (P) 87.5
9' x 2" Pipe Mount (E-Per Photos) 87.5
9' x 2" Pipe Mount (E-Per Photos) 87.5
CCISeismic tower mounts 9' x 2" Pipe Mount 87.5
CCISeismic tower mounts 9' x 2" Pipe Mount 87.5
CCISeismic tower mounts 9' x 2" Pipe Mount 87.5
CCISeismic (2) tower mounts 6' x 2" Mount Pipe 87.5
CCISeismic 12' T-Arm 87.5
CCISeismic 12' T-Arm 87.5
CCISeismic 12' T-Arm 87.5
CCISeismic andrew HBXX-6517DS-A2M w/ Mount Pipe 87.5
CCISeismic andrew HBXX-6517DS-A2M w/ Mount Pipe 87.5
CCISeismic andrew HBXX-6517DS-A2M w/ Mount Pipe 87.5
CCISeismic commscope FFVV-65C-R3-V1 w/ Mount Pipe 87.5
CCISeismic commscope FFVV-65C-R3-V1 w/ Mount Pipe 87.5
CCISeismic commscope FFVV-65C-R3-V1 w/ Mount Pipe 87.5
CCISeismic nokia AEHC w/ Mount Pipe 87.5
CCISeismic nokia AEHC w/ Mount Pipe 87.5
CCISeismic nokia AEHC w/ Mount Pipe 87.5
CCISeismic nokia AHFIG 87.5
CCISeismic nokia AHFIG 87.5
CCISeismic nokia AHFIG 87.5
CCISeismic nokia AHLOA 87.5
CCISeismic nokia AHLOA 87.5
CCISeismic nokia AHLOA 87.5
CCISeismic commscope TMAT1921B68-21-43 87.5
CCISeismic commscope TMAT1921B68-21-43 87.5
CCISeismic commscope TMAT1921B68-21-43 87.5
CCISeismic miscl Safety Line 3/8 From 11 to 91.5 (81.5ft
to91.5ft)
86.5
CCISeismic Step Pegs From 11 to 91.5 (81.5ft to91.5ft) 86.5
CCISeismic (6) 7/8" From 8 to 87.5 (81.5ft to87.5ft) 84.5
CCISeismic (2) HCS 2.0 Pendant From 8 to 87.5 (81.5ft
to87.5ft)
84.5
24" Stadium Light (E) 81
24" Stadium Light (E) 81
24" Stadium Light (E) 81
Standoff Mount (E) 81
CCISeismic Standoff Mount 81
CCISeismic Standoff Mount 81
CCISeismic Standoff Mount 81
CCISeismic 24" Stadium Light 81
CCISeismic 24" Stadium Light 81
CCISeismic 24" Stadium Light 81
Standoff Mount (E) 81
Standoff Mount (E) 81
CCISeismic Tower Section 1 - 2 80
Standoff Mount (E) 78
Standoff Mount (E) 78
CCISeismic Standoff Mount 78
CCISeismic Standoff Mount 78
CCISeismic Standoff Mount 78
24" Stadium Light (E) 78
24" Stadium Light (E) 78
CCISeismic 24" Stadium Light 78
CCISeismic 24" Stadium Light 78
CCISeismic 24" Stadium Light 78
24" Stadium Light (E) 78
Standoff Mount (E) 78
CCISeismic miscl Safety Line 3/8 From 11 to 91.5 (71.5ft
to81.5ft)
76.5
CCISeismic Step Pegs From 11 to 91.5 (71.5ft to81.5ft) 76.5
CCISeismic (6) 7/8" From 8 to 87.5 (71.5ft to81.5ft) 76.5
CCISeismic (2) HCS 2.0 Pendant From 8 to 87.5 (71.5ft
to81.5ft)
76.5
CCISeismic 3/4" DC From 8 to 81 (71.5ft to81ft) 76.25
CCISeismic Standoff Mount 75
CCISeismic Standoff Mount 75
Standoff Mount (E) 75
CCISeismic 24" Stadium Light 75
CCISeismic 24" Stadium Light 75
CCISeismic 24" Stadium Light 75
Standoff Mount (E) 75
Standoff Mount (E) 75
24" Stadium Light (E) 75
24" Stadium Light (E) 75
24" Stadium Light (E) 75
CCISeismic Standoff Mount 75
CCISeismic Tower Section 1 - 3 70
CCISeismic miscl Safety Line 3/8 From 11 to 91.5 (61.5ft
to71.5ft)
66.5
CCISeismic Step Pegs From 11 to 91.5 (61.5ft to71.5ft) 66.5
CCISeismic (6) 7/8" From 8 to 87.5 (61.5ft to71.5ft) 66.5
CCISeismic (2) HCS 2.0 Pendant From 8 to 87.5 (61.5ft
to71.5ft)
66.5
CCISeismic 3/4" DC From 8 to 81 (61.5ft to71.5ft) 66.5
CCISeismic Tower Section 1 - 4 60
CCISeismic miscl Safety Line 3/8 From 11 to 91.5 (51.5ft
to61.5ft)
56.5
CCISeismic Step Pegs From 11 to 91.5 (51.5ft to61.5ft) 56.5
CCISeismic (6) 7/8" From 8 to 87.5 (51.5ft to61.5ft) 56.5
CCISeismic (2) HCS 2.0 Pendant From 8 to 87.5 (51.5ft
to61.5ft)
56.5
CCISeismic 3/4" DC From 8 to 81 (51.5ft to61.5ft) 56.5
CCISeismic Tower Section 1 - 5 50
CCISeismic miscl Safety Line 3/8 From 11 to 91.5 (41.5ft
to51.5ft)
46.5
CCISeismic Step Pegs From 11 to 91.5 (41.5ft to51.5ft) 46.5
CCISeismic (6) 7/8" From 8 to 87.5 (41.5ft to51.5ft) 46.5
CCISeismic (2) HCS 2.0 Pendant From 8 to 87.5 (41.5ft
to51.5ft)
46.5
CCISeismic 3/4" DC From 8 to 81 (41.5ft to51.5ft) 46.5
CCISeismic Tower Section 2 - 1 45
CCISeismic Step Pegs From 11 to 91.5 (31.5ft to41.5ft) 36.5
CCISeismic (6) 7/8" From 8 to 87.5 (31.5ft to41.5ft) 36.5
CCISeismic miscl Safety Line 3/8 From 11 to 91.5 (31.5ft
to41.5ft)
36.5
CCISeismic (2) HCS 2.0 Pendant From 8 to 87.5 (31.5ft
to41.5ft)
36.5
CCISeismic 3/4" DC From 8 to 81 (31.5ft to41.5ft) 36.5
CCISeismic Tower Section 2 - 2 35
CCISeismic Step Pegs From 11 to 91.5 (21.5ft to31.5ft) 26.5
CCISeismic (2) HCS 2.0 Pendant From 8 to 87.5 (21.5ft
to31.5ft)
26.5
CCISeismic miscl Safety Line 3/8 From 11 to 91.5 (21.5ft
to31.5ft)
26.5
CCISeismic (6) 7/8" From 8 to 87.5 (21.5ft to31.5ft) 26.5
CCISeismic 3/4" DC From 8 to 81 (21.5ft to31.5ft) 26.5
CCISeismic Tower Section 2 - 3 25
CCISeismic (6) 7/8" From 8 to 87.5 (11.5ft to21.5ft) 16.5
CCISeismic (2) HCS 2.0 Pendant From 8 to 87.5 (11.5ft
to21.5ft)
16.5
CCISeismic miscl Safety Line 3/8 From 11 to 91.5 (11.5ft
to21.5ft)
16.5
CCISeismic Step Pegs From 11 to 91.5 (11.5ft to21.5ft) 16.5
CCISeismic 3/4" DC From 8 to 81 (11.5ft to21.5ft) 16.5
CCISeismic Tower Section 2 - 4 15
CCISeismic Step Pegs From 11 to 91.5 (11ft to11.5ft) 11.25
CCISeismic miscl Safety Line 3/8 From 11 to 91.5 (11ft
to11.5ft)
11.25
CCISeismic (2) HCS 2.0 Pendant From 8 to 87.5 (8ft
to11.5ft)
9.75
CCISeismic (6) 7/8" From 8 to 87.5 (8ft to11.5ft) 9.75
CCISeismic 3/4" DC From 8 to 81 (8ft to11.5ft) 9.75
CCISeismic Tower Section 2 - 5 5
MATERIAL STRENGTH
GRADE GRADEFy FyFu Fu
A572-65 65 ksi 80 ksi
TOWER DESIGN NOTES
1. Tower is located in King County, Washington.
2. Tower designed for Exposure C to the TIA-222-G Standard.
3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard.
4. Tower is also designed for a 30 mph basic wind with 0.25 in ice. Ice is considered to increase in thickness with height.
5. Deflections are based upon a 60 mph wind.
6. Tower Structure Class II.
7. Topographic Category 1 with Crest Height of 0.00 ft
8. CCISeismic Note: Seismic loads generated by CCISeismic 3.3.2
9. CCISeismic Note: Seismic calculations are in accordance with ASCE 7-10
10. TOWER RATING: 39.4%
SEISMIC LOADING DOES NOT CONTROL THE ANALYSIS
ASCE 7 Hazards Report
Address:
No Address at This
Location
Standard:ASCE/SEI 7-10
Risk Category:II
Soil Class:D - Stiff Soil
Elevation:268.12 ft (NAVD 88)
Latitude:
Longitude:
47.320456
-122.360356
Wind
Results:
Data Source:
Date Accessed:
Wind Speed: 110 Vmph
10-year MRI 72 Vmph
25-year MRI 79 Vmph
50-year MRI 85 Vmph
100-year MRI 91 Vmph
ASCE/SEI 7-10, Fig. 26.5-1A and Figs. CC-1–CC-4, incorporating errata of
March 12, 2014
Tue Sep 22 2020
Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear
interpolation between contours. Wind speeds are interpolated in accordance with the 7-10 Standard. Wind speeds
correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability =
0.00143, MRI = 700 years).
Site is not in a hurricane-prone region as defined in ASCE/SEI 7-10 Section 26.2.
Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind
conditions.
Page 1 of 3https://asce7hazardtool.online/Tue Sep 22 2020
SS : 1.311
S1 : 0.504
F a : 1
F v : 1.5
SMS : 1.311
SM1 : 0.756
SDS : 0.874
SD1 : 0.504
T L : 6
PGA : 0.517
PGA M : 0.517
F PGA : 1
Ie : 1
Design Response Spectrum
S (g) vs T(s)a
MCE Response SpectrumR
S (g) vs T(s)a
Seismic
Site Soil Class:
Results:
Seismic Design Category
D - Stiff Soil
D
Data Accessed:
Date Source:
Tue Sep 22 2020
USGS Seismic Design Maps based on ASCE/SEI 7-10, incorporating
Supplement 1 and errata of March 31, 2013, and ASCE/SEI 7-10 Table 1.5-2.
Additional data for site-specific ground motion procedures in accordance with
ASCE/SEI 7-10 Ch. 21 are available from USGS.
Page 2 of 3https://asce7hazardtool.online/Tue Sep 22 2020
Ice
Results:
Data Source:
Date Accessed:
Ice Thickness: 0.25 in.
Concurrent Temperature: 25 F
Gust Speed: 30 mph
Standard ASCE/SEI 7-10, Figs. 10-2 through 10-8
Tue Sep 22 2020
Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys
and gorges may exceed the mapped values.
Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds,
for a 50-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain.
Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice
thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may
exceed the mapped values.
The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of
any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers;
or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from
reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability,
currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement,
affiliation, relationship, or sponsorship of such third-party content by or from ASCE.
ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent
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Page 3 of 3https://asce7hazardtool.online/Tue Sep 22 2020
Morrison Hershfield
RF DATA SHEET
8/31/2020 SE04653A_Anchor_5_draft_2020-08-31
https://rfds-prod-web-core-secure.apps.px-prd02.cf.t-mobile.com/DataSheet/Printout/c34716bc-057c-4f30-83e2-0ba8be7fa3dd?layoutId=19a66…1/13
Section 1 - Site Information
Section 2 - Existing Template Images
RAN Template:
56791EZ_U21
A&L Template:
56791EZ_U21 SE04653A_Anchor_5_draft
Print Name: Standard
PORs: L600_CMP5
Anchor
Site ID: SE04653A
Status: Draft
Version: 5
Project Type: Anchor
Approved: Not Approved
Approved By: Not Approved
Last Modified: 8/31/2020 1:12:22 PM
Last Modified By: Amith.Hegde3@T-Mobile.com
Site Name: Lakota Park
Site Class: Light Pole
Site Type: Structure Non Building
Plan Year: 2020
Market: SEATTLE WA
Vendor: Nokia
Landlord: City of Federal Way
Latitude: 47.32045600
Longitude: -122.36035600
Address: 2100 SW 312th Street
City, State: Federal Way, WA
Region: WEST
RAN Template: 56791EZ_U21 AL Template: 56791EZ_U21
Sector Count: 3 Antenna Count: 9 Coax Line Count: 0 TMA Count: 3 RRU Count: 6
N_701A_RUSh_1Hex_FRIJ.jpg
DR
A
F
T
8/31/2020 SE04653A_Anchor_5_draft_2020-08-31
https://rfds-prod-web-core-secure.apps.px-prd02.cf.t-mobile.com/DataSheet/Printout/c34716bc-057c-4f30-83e2-0ba8be7fa3dd?layoutId=19a66…2/13
Notes:
8/31/2020 SE04653A_Anchor_5_draft_2020-08-31
https://rfds-prod-web-core-secure.apps.px-prd02.cf.t-mobile.com/DataSheet/Printout/c34716bc-057c-4f30-83e2-0ba8be7fa3dd?layoutId=19a66…3/13
Section 3 - Proposed Template Images
56791EZ_U21.jpg
Notes:
DR
A
F
T
8/31/2020 SE04653A_Anchor_5_draft_2020-08-31
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Section 4 - Siteplan Images
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DR
A
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8/31/2020 SE04653A_Anchor_5_draft_2020-08-31
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Section 5 - RAN Equipment
RAN Template:
56791EZ_U21
A&L Template:
56791EZ_U21 SE04653A_Anchor_5_draft
Print Name: Standard
PORs: L600_CMP5
Anchor
Existing RAN Equipment
Template: 701A_Rxx_FRIJ
Enclosure 1 2 3
Enclosure
Type FCOA Cabinet (Nokia)Tower Top Mount (Nokia)2G Purcell support
Baseband ESMB FSMF FSMF
G1900 L2100
L700
U2100
Baseband
Submodule FBBC FBBC
L2100 L700
Hybrid Cable
System NSN High Cap HCS 125ft
Junction Box Large COVP (Nokia)Large COVP (Nokia)
Radio FXFC (x 2 )FRLB (x 3 )FRIJ (x 3 )
G1900 L700 U2100
L2100
DR
A
F
T
8/31/2020 SE04653A_Anchor_5_draft_2020-08-31
https://rfds-prod-web-core-secure.apps.px-prd02.cf.t-mobile.com/DataSheet/Printout/c34716bc-057c-4f30-83e2-0ba8be7fa3dd?layoutId=19a66…6/13
Proposed RAN Equipment
Template: 56791EZ_U21
Enclosure 1 2 3 4 5
Enclosure
Type Purcell HPL3 600A DC
plant
Tower Top Mount (Nokia)Ancillary Equipment
(Nokia)
Ground Mount (Nokia)Purcell LB3 Battery
Cabinet (4 strings)
Baseband ASIK ASIB
ASIB ASIK
ESMB
FSMF
N2500 L2500
L700
L600
L1900
L2100
LAWS3 (DARK)
N600
G1900
U2100
Baseband
Submodule ABIL (x 3 )ABIC (x 3 )
ABIA ABIL
ABIA (x 2 )
N2500 L2500
L700
L600
N600
L1900
L2100
LAWS3 (DARK)
Baseband
Subrack AMIA (x 2 )
Hybrid Cable
System Voltage Booster PowerPlus
w/ 2 Amplifier Raycap
15' HCS 2.0 Jumper Cable
- 10AWG 2PR Airscale (x 3
)
15' HCS 2.0 Jumper Cable
- 2x6AWG 2PR AHFIG (x 3
)
15' HCS 2.0 Jumper Cable
- 2x6AWG 4PR AEHC (x 3
)
150' HCS 2.0 Trunk -
12#6AWG 24 SM FIBER
PR (x 2 )
Junction Box Nokia HCS 2.0 Tower
Junction Box (x 2 )
Power
subsystem Rectifier Shelf *Select size*
Breakers *Select size*
Batteries *Select size*
Radio AHLOA (x 3 )
AHFIG (x 3 )
FXFB FRIE
L700
L600
N600
L1900
L2100
LAWS3 (DARK)
G1900 U2100
Transport
System CSR IXRe
RAN Scope of Work:
8/31/2020 SE04653A_Anchor_5_draft_2020-08-31
https://rfds-prod-web-core-secure.apps.px-prd02.cf.t-mobile.com/DataSheet/Printout/c34716bc-057c-4f30-83e2-0ba8be7fa3dd?layoutId=19a66…7/13
Section 6 - A&L Equipment
RAN Template:
56791EZ_U21
A&L Template:
56791EZ_U21 SE04653A_Anchor_5_draft
Print Name: Standard
PORs: L600_CMP5
Anchor
Existing Template: 701A_RUSh_1Hex_FRIJ
Proposed Template: 56791EZ_U21
Sector 1 (Existing) view from front (Note: the images show view from behind)
Coverage
Type A - Outdoor Macro
Antenna 1
Antenna
Model Andrew - SBNHH-1D65C-SR (Hex)
Azimuth 0
M. Tilt 0
Height 90
Ports P1 P2 P3
Active Tech.U2100 L2100 G1900 U2100 L2100 G1900 L700
Dark Tech.
Restricted
Tech.
Decomm.
Tech.
E. Tilt 4 4 4
Cables 7/8" LMU Coax - 145 ft. (x2)
Fiber Jumper - 15 ft. (x2)
Fiber Jumper - 15 ft.Fiber Jumper - 15 ft.
TMAs
Diplexers /
Combiners CommScope AWS/PCS - ECC1920-VPUB
(AtAntenna) (x2)
CommScope AWS/PCS - ECC1920-VPUB
(AtAntenna) (x2)
Radio TRX (Nokia) (At Cabinet) (x2)
Sector
Equipment
Unconnected Equipment:
Scope of Work:
DR
A
F
T
8/31/2020 SE04653A_Anchor_5_draft_2020-08-31
https://rfds-prod-web-core-secure.apps.px-prd02.cf.t-mobile.com/DataSheet/Printout/c34716bc-057c-4f30-83e2-0ba8be7fa3dd?layoutId=19a66…8/13
RAN Template:
56791EZ_U21
A&L Template:
56791EZ_U21 SE04653A_Anchor_5_draft
Print Name: Standard
PORs: L600_CMP5
Anchor
Sector 1 (Proposed) view from front (Note: the images show view from behind)
Coverage
Type A - Outdoor Macro
Antenna 1 2 3
Antenna
Model Commscope - FFVV-65C-R3-V1 (Octo)Andrew - HBXX-6517DS-A2M (Quad)AEHC (Active Antenna - Massive MIMO)
Azimuth 0 0 0
M. Tilt
Height 90 90 90
Ports P1 P2 P3 P4 P5 P6 P7
Active Tech.L700
L600
N600
L700
L600
N600
G1900
U2100
L1900 L2100 L1900 L2100 L2500 N2500
Dark Tech.LAWS3 LAWS3
Restricted
Tech.
Decomm.
Tech.
E. Tilt
Cables
TMAs CommS
cope
Twin
Style
3CX -
TMAT19
21B68-
21-43
(E14R0
0P09)
(AtAnte
nna)
Diplexers /
Combiners CommS
cope
AWS/P
CS -
ECC192
0-VPUB
(AtCabi
net) (x2)
Radio
Sector
Equipment
Unconnected Equipment:
Scope of Work:
8/31/2020 SE04653A_Anchor_5_draft_2020-08-31
https://rfds-prod-web-core-secure.apps.px-prd02.cf.t-mobile.com/DataSheet/Printout/c34716bc-057c-4f30-83e2-0ba8be7fa3dd?layoutId=19a66…9/13
RAN Template:
56791EZ_U21
A&L Template:
56791EZ_U21 SE04653A_Anchor_5_draft
Print Name: Standard
PORs: L600_CMP5
Anchor
Sector 2 (Existing) view from front (Note: the images show view from behind)
Coverage
Type A - Outdoor Macro
Antenna 1
Antenna
Model Andrew - SBNHH-1D65C-SR (Hex)
Azimuth 120
M. Tilt 0
Height 90
Ports P1 P2 P3
Active Tech.U2100 L2100 G1900 U2100 L2100 G1900 L700
Dark Tech.
Restricted
Tech.
Decomm.
Tech.
E. Tilt 4 4 4
Cables 7/8" LMU Coax - 145 ft. (x2)
Fiber Jumper - 15 ft.
Fiber Jumper - 15 ft.
TMAs
Diplexers /
Combiners CommScope AWS/PCS - ECC1920-VPUB
(AtAntenna) (x2)
CommScope AWS/PCS - ECC1920-VPUB
(AtAntenna) (x2)
Radio TRX (Nokia) (At Cabinet) (x2)
Sector
Equipment
Unconnected Equipment:
Scope of Work:
8/31/2020 SE04653A_Anchor_5_draft_2020-08-31
https://rfds-prod-web-core-secure.apps.px-prd02.cf.t-mobile.com/DataSheet/Printout/c34716bc-057c-4f30-83e2-0ba8be7fa3dd?layoutId=19a6…10/13
RAN Template:
56791EZ_U21
A&L Template:
56791EZ_U21 SE04653A_Anchor_5_draft
Print Name: Standard
PORs: L600_CMP5
Anchor
Sector 2 (Proposed) view from front (Note: the images show view from behind)
Coverage
Type A - Outdoor Macro
Antenna 1 2 3
Antenna
Model Commscope - FFVV-65C-R3-V1 (Octo)Andrew - HBXX-6517DS-A2M (Quad)AEHC (Active Antenna - Massive MIMO)
Azimuth 120 120 120
M. Tilt
Height 90 90 90
Ports P1 P2 P3 P4 P5 P6 P7
Active Tech.L700
L600
N600
L700
L600
N600
G1900
U2100
L1900 L2100 L1900 L2100 L2500 N2500
Dark Tech.LAWS3 LAWS3
Restricted
Tech.
Decomm.
Tech.
E. Tilt
Cables
TMAs CommS
cope
Twin
Style
3CX -
TMAT19
21B68-
21-43
(E14R0
0P09)
(AtAnte
nna)
Diplexers /
Combiners CommS
cope
AWS/P
CS -
ECC192
0-VPUB
(AtCabi
net) (x2)
Radio
Sector
Equipment
Unconnected Equipment:
Scope of Work:
8/31/2020 SE04653A_Anchor_5_draft_2020-08-31
https://rfds-prod-web-core-secure.apps.px-prd02.cf.t-mobile.com/DataSheet/Printout/c34716bc-057c-4f30-83e2-0ba8be7fa3dd?layoutId=19a66…11/13
RAN Template:
56791EZ_U21
A&L Template:
56791EZ_U21 SE04653A_Anchor_5_draft
Print Name: Standard
PORs: L600_CMP5
Anchor
Sector 3 (Existing) view from front (Note: the images show view from behind)
Coverage
Type A - Outdoor Macro
Antenna 1
Antenna
Model Andrew - SBNHH-1D65C-SR (Hex)
Azimuth 240
M. Tilt 0
Height 90
Ports P1 P2 P3
Active Tech.U2100 L2100 G1900 U2100 L2100 G1900 L700
Dark Tech.
Restricted
Tech.
Decomm.
Tech.
E. Tilt 4 4 4
Cables 7/8" LMU Coax - 145 ft. (x2)
Fiber Jumper - 15 ft.
Fiber Jumper - 15 ft.
TMAs
Diplexers /
Combiners CommScope AWS/PCS - ECC1920-VPUB
(AtAntenna) (x2)
CommScope AWS/PCS - ECC1920-VPUB
(AtAntenna) (x2)
Radio TRX (Nokia) (At Cabinet) (x2)
Sector
Equipment
Unconnected Equipment:
Scope of Work:
8/31/2020 SE04653A_Anchor_5_draft_2020-08-31
https://rfds-prod-web-core-secure.apps.px-prd02.cf.t-mobile.com/DataSheet/Printout/c34716bc-057c-4f30-83e2-0ba8be7fa3dd?layoutId=19a6…12/13
RAN Template:
56791EZ_U21
A&L Template:
56791EZ_U21 SE04653A_Anchor_5_draft
Print Name: Standard
PORs: L600_CMP5
Anchor
Sector 3 (Proposed) view from front (Note: the images show view from behind)
Coverage
Type A - Outdoor Macro
Antenna 1 2 3
Antenna
Model Commscope - FFVV-65C-R3-V1 (Octo)Andrew - HBXX-6517DS-A2M (Quad)AEHC (Active Antenna - Massive MIMO)
Azimuth 240 240 240
M. Tilt
Height 90 90 90
Ports P1 P2 P3 P4 P5 P6 P7
Active Tech.L700
L600
N600
L700
L600
N600
G1900
U2100
L1900 L2100 L1900 L2100 L2500 N2500
Dark Tech.LAWS3 LAWS3
Restricted
Tech.
Decomm.
Tech.
E. Tilt
Cables
TMAs CommS
cope
Twin
Style
3CX -
TMAT19
21B68-
21-43
(E14R0
0P09)
(AtAnte
nna)
Diplexers /
Combiners CommS
cope
AWS/P
CS -
ECC192
0-VPUB
(AtCabi
net) (x2)
Radio
Sector
Equipment
Unconnected Equipment:
Scope of Work:
8/31/2020 SE04653A_Anchor_5_draft_2020-08-31
https://rfds-prod-web-core-secure.apps.px-prd02.cf.t-mobile.com/DataSheet/Printout/c34716bc-057c-4f30-83e2-0ba8be7fa3dd?layoutId=19a6…13/13
Section 7 - Power Systems Equipment
RAN Template:
56791EZ_U21
A&L Template:
56791EZ_U21 SE04653A_Anchor_5_draft
Print Name: Standard
PORs: L600_CMP5
Anchor
Existing Power Systems Equipment
----- This section is intentionally blank. -----
Proposed Power Systems Equipment
DR
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