DNS BLD2021-1248+Mount Info+9.8.2021_1.55.38_PM+2397859Smartlink Group, LLC.
11232 1201h Ave NE, Suite 204
Kirkland, WA 98033
(406) 749-0046
Carrier Designation
Analysis Criteria:
Site Data:
Ms. Kristina Lampert,
Kirnley))) Horn
Kevin Fraleigh, P.E.
3875 Embassy Pkwy #280
Akron, OH 44333
(216) 505-8256
Date: June 29, 2021
K-H Project #: KHCLE-7684
Mount Analysis Report
T-Mobile Site ID:
SE01451A
Alternate Site ID:
SE52XC186
T-Mobile Site Name:
THE EXECUTIVE HOMEOWNERS ASSOCIATION
T-Mobile Project:
SPRINT RETAIN
Code Requirements:
TIA-222-H, 2018 Washington State Building Code,
ASCE 7, AISC
Ultimate Wind Speed: 98 mph w/ 0" ice
Wind Speed w/ Ice: 30 mph w/ 1.0" ice
25 S Grady Way, Renton, WA 98057, King County
Latitude 47.80273000' N, Longitude 122.37738000' W
T-Mobile Market: SEATTLE WA
40.5 ft Structure Height w/ (6) Proposed Mount Pipes
41.5 ft — Mount Centerline Elevation
Kimley-Horn and Associates, Inc. is pleased to submit this "Mount Analysis Report" to assess the structural
integrity of the above mentioned antenna mounting configuration. Please do not hesitate to contact us for
assistance with this or any other projects.
The purpose of the analysis is to determine the acceptability of the mount stress level. Based on our analysis we
have determined the mount stress level to be:
Mount Rating:
25.6%
Mount analysis prepared by: Alex Rice, E.I.
Respectfully Submitted by:
Michael Oglesby, P.E.
Lic. # 51372, Ex. 05/16/2023
Kimley-Horn & Associates, Inc. COA #954
Pass
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SITE ID: SE01451A
Site Name: THE EXECUTIVE HOMEOWNERS ASSOCIATION
- INTRODUCTION
Kimley-Horn Project #: KHCLE-7684
Page 2
At the request of Smartlink, LLC., Kimley-Horn and Associates, Inc. performed a mount analysis of the mounting
configuration located in Edmonds, WA. The purpose of the analysis is to determine the adequacy of the mounting
configuration to support the loading configuration outlined in Appendix A (Mount Analysis Summary Form),
pursuant to the referenced standards.
- ANALYSIS CRITERIA
The analysis utilizes RISA-31D v. 17.0.1, an industry -standard finite element analysis program used to create an
elastic three-dimensional model considering second -order effects per ASCE/AISC/TIA requirements. The
program calculates member stresses for various loading cases and selected output from the analysis is included
in the appendices.
Note: Antenna is fully shrouded and no wind loading was considered in this analysis.
This report uses the Site Pro 1 WMA300 (dated 01/10/2012) and Perfect Vision PC-PMLSL2-4-B (dated
01/28/2019) and must be installed in order for the analysis results to be valid.
TIA-222 Revision:
TIA-222-H
Risk Category:
II
Ultimate Wind Speed:
98 mph
Exposure Category:
C
Topographic Factor at Base:
1.00
Topographic Factor at Mount:
1.00
Ice Thickness:
1.00 in
Wind Speed with Ice:
30 mph
Seismic Ss:
1.282
Seismic Si:
0.451
SUPPORTING DOCUMENTATION
Information on the current mount geometry, member sizes, and antenna loading was obtained from the sources
listed below. It is assumed that all information provided to Kimley-Horn & Associates, Inc. is accurate. In the
absence of information to the contrary, we assume the mount has been properly erected and maintained per the
original specifications and the capacity has not significantly changed from the "as new" condition.
Mount Mapping
Not Provided
Mount Design
Site Pro 1 WMA300, dated 01/10/2012
Perfect Vision PC-PMLSL2-4-B, dated 01/28/2019
Site Photos
Kimle -Horn, Project #: KHCLE-7682, dated 03/05/2021
Construction Drawings
Clearwire, Rev A, dated 03/19/2006
Previous Mount Analysis
Fullerton, dated 04/01/2015
Previous Mount Modifications
Not Provided
Mount Loading Data
T-Mobile RFDS SE01451A Version 1, dated 02/21/2021
SITE ID: SE01451A
Site Name: THE EXECUTIVE HOMEOWNERS ASSOCIATION
• ANALYSIS RESULTS
Kimley-Horn Project #: KHCLE-7684
Page 3
The table below shows a maximum usage summary for the mounting configuration. The usage of a component
is the ratio of force in the member compared to its calculated capacity. A more detailed report of member usages
can be found in the appendices at the end of this report. Usages up to 105% are considered acceptable per
industry standard practice.
Structure Usages:
Structure
Controlling
Component
Usage
Result
Mount
25.6%
Pass
■ CONCLUSIONS & RECOMMENDATIONS
According to our structural analysis, the mounting configuration has been found to be sufficient. The mount can
support the referenced loading in accordance with the structural strength requirements of ANSI/TIA-222-H, 2018
Washington State Building Code, ASCE, and AISC.
This report uses the Site Pro 1 WMA300 (dated 01/10/2012) and Perfect Vision PC-PMLSL2-4-B (dated
01/28/2019) and must be installed in order for the analysis results to be valid.
SITE ID: SE01451A
Site Name: THE EXECUTIVE HOMEOWNERS ASSOCIATION
• ASSUMPTIONS AND LIMITATIONS
Kimley-Horn Project #: KHCLE-7684
Page 4
This report is not a condition assessment of the mount; It is an engineering analysis based upon the theoretical
capacity of the structure. Unless told otherwise, we assume the mount to be in "like new" condition. It is the
responsibility of our client and the asset owner to verify that the provided information regarding the mount model
and loading is accurate. If these assumptions are not accurate, Kimley-Horn & Associates, Inc. should be notified
immediately to perform a revised analysis.
All services are performed, results obtained, and recommendation made in accordance with generally accepted
engineering principles and practices. Kimley-Horn & Associates, Inc. is not responsible for the conclusions,
opinions and recommendations made by others based on the information in this report.
Kimley-Horn makes no warranties, expressed or implied in connection with this report and disclaims any liability
arising from original design, material, fabrication, and section deficiencies or corrosion of the mount.
SITE ID: SE01451A
Site Name: THE EXECUTIVE HOMEOWNERS ASSOCIATION
APPENDIX A
MOUNT ANALYSIS SUMMARY FORM
Kimley-Horn Project #: KHCLE-7684
Page 5
Mount Analysis Summary Form
General Info
Site Name
The Executive Homeowners Assoc.
Site Number
SE52XC186
T-Mobile Site Number
SE01451A
Date of Analysis
6/29/21
Company Performing Analysis
Kimley-Horn
Tower Info
Description
Date
Tower Type (G, SST, MP)
Rooftop
Tower Height (top of steel AGL)
41'
Tower Manufacturer
N/A
Mount Manufacturer
Site Pro 1
Mount Design
WMA300
1/10/2012
Previous Mount Analysis
N/A
Mount Mapping
N/A
Site Photos
Kimley-Horn Project #: KHCLE-7682
3/5/2021
Previous Structural Analysis
lFullerton
1 4/1/2015
Steel Yield Strength (ksi)
Pipes 135
Angle 136
Note: Grades have been assumed based on experience with similar mounts.
Final Configuration
The information contained in this summary report is not to be used
independently from the PE stamped mount analysis.
Design Parameters
Design Code Used
TIA-222-H
AISC 360, ASCE 7
Location of Tower (County, State)
Snohomish, WA
Ultimate Wind Speed (mph)
98
Ice Thickness (in)
1
Risk Category (I, II, III, IV)
II
Exposure Category (B, C, D)
C
Topographic Category (1 to 5)
1 1
This report uses the Site Pro 1 WMA300 (dated 01/10/2012) and Perfect
Vision PC-PMLSL2-4-B (dated 01/28/2019) and must be installed in order
for the analysis results to be valid.
Analysis Results (% Maximum Usage
Final Configuration
Mount (%) 1 25.6%
Antenna
I
I
Mount
Antenna Owner
Mount
Height (ft)
Antenna CL (ft)
Quantity
Type
Manufacturer
Model
Azimuth
Quantity
Manufacturer
Type
T-Mobile
41.5
41.5
3
Panel
CommScope
FFVV-65C-R2-V1 (Octo)
20/140/250
6
Site Pro 1
:JMA300
T-Mobile
41.5
41.5
3
Panel
Nokia
AEHC
20/140/250
on the same mounts
T-Mobile
41.5
41.5
3
RRH
Nokia
AHLOA
on the same mounts
T-Mobile
41.5
41.5
3
RRH
Nokia
AHFIG
on the same mounts
T-Mobile
41.5
41.5
2
COVP
Nokia
HCS 2.0 Breakout Pendant
on the same mounts
Note: Only loading installed on the analyzed mount was considered in the model.
SITE ID: SE01451A
Site Name: THE EXECUTIVE HOMEOWNERS ASSOCIATION
APPENDIX B
ANALYSIS RESULTS
Kimley-Horn Project #: KHCLE-7684
Page 6
TIA Standard
IBC Edition
Structure Class
Risk Category
Wind Summary
H Basic Wind Speed w/o Ice, V (mph) 98.00 Kimley>>>Horn
2018 Velocity Pressure Coeff., KZ 1.05
Velocity Pressure, qZ (w/o Ice) (psf) 24.56
II
Exposure Category C
Topographic Factor, KZt 1.00
Structure Base Elev. (AMSL), zs (ft) 0.00
Ground Effect Factor, K. 1.00
Mount & Structure Criteria
Mount Elevation (AGL) (ft) 41.50
Structure Height (ft) 40.50
Structure Type Rooftop
Basic Wind Speed w/ Ice, V; (mph) 30.00
Design Ice Thick. (ASCE 7-16) , t; (in) 1
Velocity Pressure, qZ (w/ Ice) (psf) 2.30
Escalated Ice Thick. @ Mount, t;Z (in) 1.02
Spectral Response (Short Periods), SS 1.282
Spectral Response (1-Sec. Period), S, 0.451
Site Class D
Seismic Design Category D
Seismic Risk Category II
Wind Direction Probability Factor, Kd 0.95 Snow Load Summary
Gust Effect Factor, Gh 1 Ground Snow Load, pg (psf) -
Shielding Factor, Ka (antenna) 0.9 Snow Load on Flat Roofs, pf (psf) -
Shielding Factor, Ka (mount) 0.9
Date
June 29, 2021
Client
T-Mobile
Site #
SE01451A
Site Name
The Executive Homeowner Assoc.
Project #
KHCLE-7684
NOTE: ANTENNAS ARE CONSIDERED FULLY SHROUDED AND NO
WIND LOADING WAS APPLIED.
X Y
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June 29, 2021 at 2:39 PM
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r-AW V
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June 29, 2021 at 2:41 PM
X Y
-36.5961b
163.21b
-36.5961b
i
Loads: LC 1, Summary: 1.01D + 1.OW
Envelope Only Solution
Kimley-Horn and Associat... SK - 5
ADR June 29, 2021 at 2:42 PM
SE01451A.r3d
Z
Code Check
(Env )
No Calc
> 1.0
X Y
.90-1.0
.75-.90
.50-.75
0-50
06
26
0
0
25
'06
Member Code Checks Displayed (Enveloped)
Envelope Only Solution
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SK - 6
June 29, 2021 at 2:42 PM
SE01451A.r3d
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Z
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X Y
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June 29, 2021 at 2:42 PM
SE01451A.r3d
ADR
Company Kimley-Horn and Associates, Inc.
111RI Si4 Designer : ADR
Job Number
A NEMETSCHEK COMPANY Model Name
June 29, 2021
2:39 PM
Checked By._
Hot Rolled Steel Properties
I ahal F Ikcil r; rkcil Nil Tharm t\ nancitvrk/ftA31 Yia1r1rkci1 Rv Fiilkcil Pt
1
A992
29000
11154
.3
.65
.49
50
1.1
65
1.1
2
A36 Gr.36
29000
11154
.3
.65
1 .49 1
36
1.5
58
1.2
3
A572 Gr.50
29000
11154
.3
.65
.49
50
1.1
65
1.1
4
A500 Gr.13 RND
29000
11154
.3
.65
.527
42
1.4
58
1.3
5
A500 Gr.B Rect
29000
1 11154
1 .3
.65
.527
1 46
1 1.4
58
1.3
6
A53 Gr. B
29000
11154
qM
.65
.49
1 35
1 1.6
60
1.2
7
A1085
29000
11154
.3
.65
.49
1 50
1 1.4
65
1.3
Hot Rolled Steel Section Sets
Label Shane Tvne Design List Material Design R... A rin21 Ivv1in4l 177rin41 J rin41
1
Mount Angle
L3X3X3
Beam
None
A36 Gr.36
Typical
1.09
.948
.948
.014
2
Mount Pie
P2 STD
Column
None
A53 Gr.B
Typical
1.075
.666
.666
1.331
3
Pipe -To- Pie
PL 6x3/8
Column
None
A53 Gr.B
Typical
2.25
.026
6.75
.101
Joint Coordinates and Temperatures
I ahal X rinl Y rinl 7 rinl Tamn rFl natneh Frnm ninn
1
N 1
0
-6
0
0
2
N2
0
6
0
0
3
N3
0
-6
40
0
4
N4
0
6
40
0
5
N5
3
0
0
0
6
N6
3
0
40
0
7
N7
0
0
0
0
8
N8
0
0
40
0
9
N 9
13
0
-3
0
10
N10
13
0
43
0
11
N11
13
0
37
0
12
N12
13
0
3
0
13
A1T
16
0
37
0
14
A113
16
0
3
0
15
N15
13
0
19
0
16
RRH
10
0
19
0
17
N 17
3
0
-3
0
18
N18
3
0
43
0
19
N21
13
0
6
0
20
N22
13
0
34
0
21
N21A
3
0
6
0
22
N22A
3
0
34
0
Member Primary Data
I ahal I Anint .1 .mint K .mint Rntata/rianl Sactinn/Ghana Tuna nasinn 1 izt Material nasinn Rn1as
1
M1
N4
N3
180
Mount Angle
Beam
None
A36 Gr.36
Typical
2
M2
N2
N1
180
Mount Angle
Beam
None
A36Gr.36
Typical
3
M3
N10
N9
Mount Pie
Column
None
A53 Gr.B
Typical
4
M4
N11
A1T
RIGID
None
None
RIGID
Typical
5
M5
N8
N6
RIGID
None
None
I RIGID
I Typical
RISA-3D Version 17.0.0[\...\...\...\...\...\...\...\...\...\3-MA\RISA\SE01451A.r3d] Page 1
Company Kimley-Horn and Associates, Inc.
111RI Si4 Designer : ADR
Job Number
A NEMETSCHEK COMPANY Model Name
June 29, 2021
2:39 PM
Checked By._
Member Primary Data (Continued)
I ahal I.Joint .1 .Joint K .Joint Rntata/rlanl gartinn /Ghana Tvna nasinn 1 ist Matarial nasinn Rid,-
6
M6
RRH
N15
RIGID
None
None
RIGID
Typical
7
M7
N7
N5
RIGID
None
None
RIGID
Typical
8
M8
N12
A113
RIGID
None
None
RIGID
T ical
9
M9
N18
N17
Mount Pie
Column
None
A53 Gr.B
Typical
10
M10
N22
N22A
g0
Pipe -To -Pipe
Column
None
A53 Gr.131
Typical
11
M11
N21
N21A
90
Pipe -To -Pipe
Column
None
A53 Gr.13
Typical
Basic Load Cases
RI r nasrrintinn rntennry X r4r Y r4r 7 rravity .Inint Point nktrihiitarl Area/Mamharl giirfare(PlatP/
1
Dead
DL
-1
4
2
Dead of Ice
RL
4
6
4
Structure Wind (0)
None
12
5
Structure Wind (30)
None
12
6
Structure Wind (45)
None
12
7
Structure Wind (60)
None
12
8
Structure Wind (90)
None
12
g
Structure Wind (120)
None
12
10
Structure Wind (135)
None
12
11
Structure Wind (150)
None
12
12
Structure Wind w/ L.
None
12
13
Structure Wind w/ L.
None
12
14
Structure Wind w/ L.
None
12
15
Structure Wind w/ L.
None
12
16
Structure Wind w/ L.
None
12
17
Structure Wind w/ L.
None
12
18
Structure Wind w/ L.
None
12
19
Structure Wind w/ L.
None
12
20
Antenna Wind (0)
None
8
21
Antenna Wind (30)
None
8
22
Antenna Wind (45)
None
8
23
Antenna Wind (60)
None
8
24
Antenna Wind (90)
None
8
25
Antenna Wind (120)
None
8
26
Antenna Wind (135)
None
8
27
Antenna Wind (150)
None
8
28
Antenna Wind w/ Ic...
None
8
29
Antenna Wind w/ Ic...
None
8
30
Antenna Wind w/ Ic...
None
8
31
lAntenna Wind w/ Ic...
None
8
32
Antenna Wind w/ Ic...
None
8
33
Antenna Wind w/ Ic...
None
8
34
Antenna Wind w/ Ic...
None
8
35
Antenna Wind w/ Ic...
None
8
36
Seism is X
ELX
4
6
37
Seism is Y
ELY
4
6
RISA-3D Version 17.0.0[\...\...\...\...\...\...\...\...\...\3-MA\RISA\SE01451A.r3d] Page 2
Company Kimley-Horn and Associates, Inc. June 29, 2021
111RISi4 Designer : ADR Checked
Job Number Checkeke
d By._
A NEMETSCHEK COMPANY Model Name
Load Combinations
Description So..PDe..SR..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac
®
1 1
m
1 1
®
1 1
®=-m®®=M=M=.-.-.-.-.-.-
1
®
1 1
1
®
1
1
M
1 11
®
1
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111RISA
A NEMETSCHEK COMPANY
Corn pan y
Designer
Job Number
Model Name
Kimley-Horn and Associates, Inc.
ADR
Load Combinations (Continued)
June 29, 2021
2:39 PM
Checked By._
nacrrintinn Sn Pna RR RI r:Far. RI r Far RI r Far. RI r.Far. RI r:Far. RI r;Far. RI r;Far. RI r.Far. RI r.Far. RI r.Far.
®
1 • 1 1
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1 • 1
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1 • 1 • 1
�DIm®®®®0�1�1�1�1�1�1�1
m
1 • 1 1
�DIm®®®®
:..
�1�1�1�1�1�1�1
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1•1 I: 1
�DIm®®0®��1�1�1�1�1�1�1
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1 • 1 �l�plm®®�®��1�1�1�1�1�1�1
m
1 • 1 ' 1
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1 • 1 1l�plm®®�®m�1�1�1�1�1�1�1
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1 • / �l�plm®®�®��1�1�1�1�1�1�1
• •
1 • 1 1
m01m®®�®®�1�1�1�1�1�1�1
Joint Loads and Enforced Displacements (BLC 1 : Dead)
Inint I ahal I n M nirartinn RAannihiriar(Ih k-ftl (in rari) (Ih*QA9
1
Al T L Z
-36.596
2
Al B
L Z
-36.596
3
RRH
L Z
-83.8
4
RRH
L Z
-79.4
Joint Loads and Enforced Displacements (BLC 2: Dead of Ice)
.Inint I ahal I n nA nirartinn Mannihiriaf(Ih k-ftl (in rari) 1Ih*cA9
1 T
Al T
L Z
-124.272
2
Al B
L Z
-124.272
3
RRH
L Z
-39.038
4
RRH
L Z
-44.72
Joint Loads and Enforced Displacements (BLC 20 : Antenna Wind (0))
Inint I nhal I n M nirartinn Mannihiriar(Ih k-ftl (in md) (Ih*cA9
1
A1T
L
X
0
2
A1T
L
Y
0
3
Al B
L
X
0
4
Al B
L
Y
0
5
RRH
L
X
0
6
RRH
L
Y
0
7
RRH
L
X
0
8
RRH
L Y
0
Joint Loads and Enforced Displacements (BLC 21 : Antenna Wind (30))
Inint I ahal I n KA nirartinn Mannihi(iar(Ih k-ftl (in raril (Ih*QA9
1
A1T L
X
0
2
A1T
0
3
Al B
L
X
0
4
Al B
L
Y
0
5
RRH
L
X
0
6
RRH
L
Y
0
RISA-3D Version 17.0.0[\...\...\...\...\...\...\...\...\...\3-MA\RISA\SE01451A.r3d] Page 4
Company Kimley-Horn and Associates, Inc.
111RI Si4 Designer : ADR
Job Number
A NEMETSCHEK COMPANY Model Name
June 29, 2021
2:39 PM
Checked By._
Joint Loads and Enforced Displacements (BLC 21 : Antenna Wind (30)) (Continued)
Joint label L,D,M Direction Ma nitude Ib,k-ft , in,rad , Ib*sA2...
7 RRH L X 0
8 RRH L Y 0
Joint Loads and Enforced Displacements (BLC 22 : Antenna Wind (45))
Inint I nhal I n M nira firm Mannifiirlar(Ih k-ftl (in rarll (Ih*cA9
1
A1T
L
X
0
2
A1T
0
3
Al B
L
X
0
4
Al B
L I
Y
0 IN
5
RRH
L
X
0
6
RRH
L
Y
0
7
RRH
L
X
0
8
RRH
L
Y
0
Joint Loads and Enforced Displacements (BLC 23 : Antenna Wind (60))
.Inint I ahal I n nA nirartinn Mannifiidar(Ih k-ftl (in md) (Ih*sA2
1
A1T
L
X
0
2
A1T
L
Y
0
3
Al B
L
X
0
4
Al B
L
Y
0
5
RRH
L
X
0
6
RRH
L
Y
0
7
RRH
L
X
0
8
RRH
L
Y
0
Joint Loads and Enforced Displacements (BLC 24 : Antenna Wind (90))
.Inint I ANA I n RA nirantinn MannifiirWt1h k-ftl (in raril (lh*sA9
1
A1T
L
X
0
A1T
L
Y
0
3
Al B
L
X
0
Al B
L
Y
0
5
RRH
L
X
0
6
RRH
L
Y
0
7
RRH
L
X
0
8
RRH
L
Y
0
Joint Loads and Enforced Displacements (BLC 25 : Antenna Wind (120))
Joint Lahel LD_M Dirertion Mann ifiider(lh.k-ft). (in.rad). (lh*sA2 _.
1
A1T
L X
0
2
A1T
L
Y
0
3
Al B
L
X
0
4
Al B
L
Y
0
5
RRH
L
X
0
6
RRH
L
Y
0
7
RRH
L
X
0
8
RRH
L
Y
0
Joint Loads and Enforced Displacements (BLC 26 : Antenna Wind (135))
Joint Label L,D,M Direction Magnitude[(Ib,k-ft), (in,rad), (lb*sA2...
RISA-3D Version 17.0.0[\...\...\...\...\...\...\...\...\...\3-MA\RISA\SE01451A.r3d] Page 5
Company Kimley-Horn and Associates, Inc. June 29, 2021
111RISi4 Designer : ADR Checked
Job Number Checkeke
d By._
A NEMETSCHEK COMPANY Model Name
Joint Loads and Enforced Displacements (BLC 26 : Antenna Wind (135)) (Continued)
.Inint I nhal I n nA nirartinn Mnnnifiirlaf(Ih k-ftl (in md) (Ih*cA9
1
A1T
L
X
0
2
A1T
L
Y
0
3
Al B
L
X
0
4
Al B
L
Y
0
5
RRH
L
X
0
6
RRH
L
Y
0
7
RRH
L
X
0
8
RRH
L
Y
0
Joint Loads and Enforced Displacements (BLC 27 : Antenna Wind (150))
Inint I ahal I n NA nirartinn Mannifiiriaf(Ih k-ftl (in raril (Ih*QA9
1
A1T L X
0
A1T
Y
0
3
Al B
L
X
0
4
Al B
L
Y
0
5
RRH
L
X
0
6
RRH
L
Y
0
7
RRH
L X
0
8
RRH
L Y
0
Joint Loads and Enforced Displacements (BLC 28 : Antenna Wind w/ Ice (0))
Jnint Lahel 1 _D_M Direction Mannihide1(lh_k-ft)_ (in_rad)_ (Ih*sA2
1
A1T
L
X
0
2
A1T
L
Y
0
3
Al B
L
X
0
4
Al B
L
Y
0
5
RRH
L
X
0
6
RRH
L
Y
0
7
RRH
L
X
0
8
RRH
L
Y
0
Joint Loads and Enforced Displacements (BLC 29 : Antenna Wind w/Ice (30))
Inint I nhal I n M nirartinn Mnnnifiidar(Ih k-ftl (in md) (Ih*cA9
1
A1T
L
X
0
2
A1T
L
Y
0
3
Al B
L
X
0
4
Al B
L
Y
0
5
RRH
L
X
0
6
RRH
L
Y
0
7
RRH
L
X
0
8
RRH
L Y
0
Joint Loads and Enforced Displacements (BLC 30 : Antenna Wind w/ Ice (45))
Inint I ahal I n KA nirartinn AAannifiiriar(Ih k-ftl (in raril (Ih*cA9
1
A1T L
X
0
2
A1T
0
3
Al B
L
X
0
4
Al B
L
Y
0
5
RRH
L
X
0
6
RRH
L
Y
0
RISA-3D Version 17.0.0[\...\...\...\...\...\...\...\...\...\3-MA\RISA\SE01451A.r3d] Page 6
Company Kimley-Horn and Associates, Inc.
111RI Si4 Designer : ADR
Job Number
A NEMETSCHEK COMPANY Model Name
June 29, 2021
2:39 PM
Checked By._
Joint Loads and Enforced Displacements (BLC 30 : Antenna Wind w/Ice (45)) (Continued)
Joint label L,D,M Direction Ma nitude Ib,k-ft , in,rad , Ib*sA2...
7 RRH L X 0
8 RRH L Y 0
Joint Loads and Enforced Displacements (BLC 31 : Antenna Wind w/ Ice (60))
Inint I nhal I n M nira firm Mannifiirlar(Ih k-ftl (in rarll (Ih*cA9
1
A1T
L
X
0
2
A1T
0
3
Al B
L
X
0
4
Al B
L I
Y
0 IN
5
RRH
L
X
0
6
RRH
L
Y
0
7
RRH
L
X
0
8
RRH
L
Y
0
Joint Loads and Enforced Displacements (BLC 32 : Antenna Wind w/ Ice (90))
.Inint I ahal I n nA nirartinn Mannihirlaf(Ih k-ft) (in md) (Ih*sA2
1
A1T
L
X
0
2
A1T
L
Y
0
3
Al B
L
X
0
4
Al B
L
Y
0
5
RRH
L
X
0
6
RRH
L
Y
0
7
RRH
L
X
0
8
RRH
L
Y
0
Joint Loads and Enforced Displacements (BLC 33 : Antenna Wind w/Ice (120))
.Inint I ANA I n RA nirantinn MannihirWt1h k-ftl (in raril (lh*sA9
1
A1T
L
X
0
A1T
L
Y
0
3
Al B
L
X
0
Al B
L
Y
0
5
RRH
L
X
0
6
RRH
L
Y
0
7
RRH
L
X
0
8
RRH
L
Y
0
Joint Loads and Enforced Displacements (BLC 34 : Antenna Wind w/ Ice (135))
Joint Lahel LD_M Dirertion Mann ihider(lh.k-ft). (in.rad). (lh*sA2 _.
1
A1T
L X
0
2
A1T
L
Y
0
3
Al B
L
X
0
4
Al B
L
Y
0
5
RRH
L
X
0
6
RRH
L
Y
0
7
RRH
L
X
0
8
RRH
L
Y
0
Joint Loads and Enforced Displacements (BLC 35 : Antenna Wind w/Ice (150))
Joint Label L,D,M Direction Magnitude[(Ib,k-ft), (in,rad), (lb*sA2...
RISA-3D Version 17.0.0[\...\...\...\...\...\...\...\...\...\3-MA\RISA\SE01451A.r3d] Page 7
Company Kimley-Horn and Associates, Inc. June 29, 2021
111RISi4 Designer : ADR Checked
Job Number Checkeke
d By._
A NEMETSCHEK COMPANY Model Name
Joint Loads and Enforced Displacements (BLC 35 : Antenna Wind w/Ice (150)) (Continued)
Joint I ahal I n nA nirartinn Mnnnifiidar(lh k-ft) (in md) (Ih*cA9
1
A1T
L
X
0
2
A1T
L
Y
0
3
Al B
L
X
0
4
Al B
L
Y
0
5
RRH
L
X
0
6
RRH
L
Y
0
7
RRH
L
X
0
8
RRH
L
Y
0
Joint Loads and Enforced Displacements (BLC 36 : Seismic X)
Inint I ahal I n NA nirartinn Mannifii(iaf(Ih k-ftl (in rail (Ih*QA9
1
Al T L X 15.639
Al B
X IF 15.639
3
RRH
L X 35.811
4
RRH
L X 33.93
Joint Loads and Enforced Displacements (BLC 37 : Seismic Y)
.Inint I nhal I n nA nirartinn Mannifiirlar(Ih k-ftl (in mrl) (Ih*cA9
1
Al T
L
Y
15.639
2
Al B
L
Y
15.639
3
RRH
L
Y
35.811
4
RRH
L
Y
33.93
Member Point Loads
Member Label Direction Ma nitude Ib,k-ft Location in,%
No Data to Print ...
Member Distributed Loads (BLC 2: Dead of Ice)
Mamhar I ahf-1 nirartinn Start Mannihiriaflh/ff____ Fnd MannitudarlhNt_F___ Start 1 nratinnrin_%1 Fnd I nratinnrin o 1
1
M1
Z
-5.967
-5.967
0
0
2
M2
mqF--5.967
-5.967
0
3
M3
Z
-4.248
-4.248
0
0
4
M9
Z
-4.248
-4.248
0
5
M10
Z
-6.352
1 -6.352
1 0
1 0
6
M11
Z
-6.352
-6.352
1 0
Member Distributed Loads (BLC 4: Structure Wind (0))
Mamhar I ahal nirartinn Start Mnnnifiidarlh/ t____ Fnd Mnnnitudarlhfft_F___ Start 1 nrntinnrin_%1 Fnd I nratinnrin o 1
1
M1
X
-11.054
-11.054
0
0
2
M1
Y
0
0
0
0
3
M2
X
-11.054
-11.054
0
0
4
M2
Y
0
0
0
0
5
M3
X
-5.251
-5.251
0
0
6
M3
Y
0
0
0
0
7
M9
X
-5.251
-5.251
0
0
8
M9
Y
0
0
0
0
9
M10
X
0
0
0
0
RISA-3D Version 17.0.0[\...\...\...\...\...\...\...\...\...\3-MA\RISA\SE01451A.r3d] Page 8
Company Kimley-Horn and Associates, Inc.
111RI Si4 Designer : ADR
Job Number
A NEMETSCHEK COMPANY Model Name
June 29, 2021
2:39 PM
Checked By._
Member Distributed Loads (BLC 4: Structure Wind (0)) (Continued)
Mamhar I nhal nirartinn Start Mannifiirtarlh/ff Fnr1 Mannihviarlh/ft F Start 1 oratinnrin 0/.1 Fnd I nrafinnrin %1
10
M10
Y
0
0
0
0
11
M11
X
0
0
0
0
12
M11
Y
0
0
0
0
Member Distributed Loads (BLC 5: Structure Wind (30))
Member Label Direction Start Ma nitude Ib/ft,... End Ma nitude Ib/Ft,F... Start Location in,% End Location in%
1
M 1 X
-7.18
-7.18
0
0
2
M 1
Y
4.145
4.145
0
0
3
M2
X
-7.18
-7.18
0
0
4
M2
Y
4.145
4.145
0
0
5
M3
X
-4.547
-4.547
0
0
6
M3
Y
2.625
2.625
0
0
7
M9
X
-4.547
-4.547
0
0
8
M9
Y
2.625
2.625
0
0
9
M10
X
-4.787
-4.787
0
0
10
M10
Y
2.764
2.764
0
0
11
M11
X
-4.787
-4.787
0
0
12
Mil
Y
2.764
2.764
0
0
Member Distributed Loads (BLC 6: Structure Wind (45))
Member Label Direction Start Ma nitude Ib/ft,... End Ma nitude Ib/ft,F... Start Location in,% End Location in%
1
M 1 X
-3.908
-3.908
0
0
2
M 1
Y
3.908
3.908
0
0
3
M2
X
-3.908
-3.908
0
0
4
M2
Y
3.908
3.908
0
0
5
M3
X
-3.713
-3.713
0
0
6
M3
Y
3.713
3.713
0
0
7
M9
X
-3.713
-3.713
0
0
8
M9
Y
3.713
3.713
0
0
9
M10
X
-7.816
-7.816
0
0
10
M10
Y
7.816
7.816
0
0
11
Mil
X
-7.816
-7.816
0
0
12
M11
Y
7.816
7.816
0
0
Member Distributed Loads (BLC 7: Structure Wind (60))
Mamhar I Ahal nirarfinn GtarF Mannifiiriarlh/ft Fnrl Mannihirlarlh/ft F GtarF I nrafinnrin OM Fnrl I nrafinnrin OM
1
M 1
X -1.382
-1.382
0
0
2
M1
Y
2.393
2.393
0
0
3
M2
X
-1.382
-1.382
0
0
4
M2
Y
2.393
2.393
0
0
5
M3
X
-2.625
-2.625
0
0
6
M3
Y
4.547
4.547
0
0
7
M9
X
-2.625
-2.625
0
0
8
M9
Y
4.547
4.547
0
0
9
M10
X
-8.291
-8.291
0
0
10
M10
Y
14.36
14.36
0
0
11
M11
X
-8.291
-8.291
0
0
12
Mil
Y
14.36
14.36
0
0
RISA-3D Version 17.0.0[\...\...\...\...\...\...\...\...\...\3-MA\RISA\SE01451A.r3d] Page 9
Company Kimley-Horn and Associates, Inc. June 29, 2021
111RISi4 Designer : ADR Checked
Job Number Checkeke
d By._
A NEMETSCHEK COMPANY Model Name
Member Distributed Loads (BLC 8: Structure Wind (90))
Mamhar I ahal Direction Start Mannitiirlarlh/ft Fnri Mnnnitiidarlh/ft F Start I nratinnrin 0/.1 Fnrl I nratinnrin %1
1
M1
X
-1.289e-19
-1.289e-19
0
0
2
M1
Y
5.686e-13
5.686e-13
0
0
3
M2
X
-1.289e-19
-1.289e-19
0
0
4
M2
Y
5.686e-13
5.686e-13
0
0
5
M3
X
-1.191 a-6
-1.191 a-6
0
0
6
M3
Y
5.251
5.251
0
0
7
M9
X
-1.191 a-6
-1.191 a-6
0
0
8
M9
Y
5.251
5.251
0
0
9
M10
X
-5.014e-6
-5.014e-6
0
0
10
M10
Y
22.108
22.108
0
0
11
M11
X
-5.014e-6
-5.014e-6
0
0
12
M11
Y
22.108
22.108
0
0
Member Distributed Loads (BLC 9: Structure Wind (120))
Member Label Direction Start Ma nitude Ib/ft,... End Ma nitude Ibfft,F... Start Location in,% End Location in%
1
M1 X
1.382
1.382
0
0
2
M1
Y
2.393
2.393
0
0
3
M2
X
1.382
1.382
0
0
4
M2
Y
2.393
2.393
0
0
5
M3
X
2.625
2.625
0
0
6
M3
Y
4.547
4.547
0
0
7
M9
X
2.625
2.625
0
0
8
M9
Y
4.547
4.547
0
0
9
M10
X
8.291
8.291
0
0
10
M10
Y
14.36
14.36
0
0
11
M11
X
8.291
8.291
0
0
12
Mil
Y
14.36
14.36
0
0
Member Distributed Loads (BLC 10 : Structure Wind (135))
Member Label Direction Start Mann ituderlb/ft.... End Maonituderlbfft.F... Start Lorationrin.%1 End Lorationrin o 1
1
M1
X
3.908
3.908
0
0
2
M1
Y
3.908
3.908
0
0
3
M2
X
3.908
3.908
0
0
4
M2
Y
3.908
3.908
0
0
5
M3
X
3.713
3.713
0
0
6
M3
Y
3.713
3.713
0
0
7
M9
X
3.713
3.713
0
0
8
M9
Y
3.713
3.713
0
0
9
M10
X
7.816
7.816
0
0
10
M10
Y
7.816
7.816
0
0
11
M11
X
7.816
7.816
0
0
12
M11
Y
7.816
7.816
0
Member Distributed Loads (BLC 11 : Structure Wind (150))
MamFwr I nFwl nirerfinn Start MnnnH1ir1Pr1h/ft Fnri Mannifiirierlh/ft F Start 1 nrnfinnrin 0/0 Fnri I nratinnrin 0/1
1
M1
X
7.18
7.18
0
0
2
M1
Y
4.145
4.145
0
0
3
M2
X
7.18
7.18
0
0
4
M2
Y
4.145
4.145
0
0
5
M3
X
4.547
4.547
0
0
RISA-3D Version 17.0.0[\...\...\...\...\...\...\...\...\...\3-MA\RISA\SE01451A.r3d] Page 10
Company Kimley-Horn and Associates, Inc. June 29, 2021
111RISi4 Designer : ADR Checked
Job Number Checkeke
d By._
A NEMETSCHEK COMPANY Model Name
Member Distributed Loads (BLC 11 : Structure Wind (150)) (Continued)
Mamhar I nhal nirartinn Start Mannihirlarlh/ft Fnr1 Mannifiirlarlh/ft F Start 1 nratinnrin 0/.1 Fnd I oratnnfin %1
6
M3
Y
2.625
2.625
0
0
7
M9
X
4.547
4.547
0
0
8
M9
Y
2.625
2.625
0
0
9
M10
X
4.787
4.787
0
0
10
M10
Y
2.764
2.764
0
0
11
M11
X
4.787
4.787
0
0
12
Mil
Y
2.764
2.764
0
0
Member Distributed Loads (BLC 12 : Structure Wind w/Ice (0))
Mamhar I ahel rlirertinn Start Mnnnihirlarlh/ft Fnrl Mannitudarlh/ft F Start 1 nratinnrin 0/1 Fnd 1 nrafinnrin OM
1
M1
X
-.51
-.51
0
0
2
M1
Y
0
0
0
0
3
M2
X
-.51
-.51
0
0
4
M2
Y
0
0
0
0
5
M3
X
-.916
-.916
0
0
6
M3
Y
0
0
0
0
7
M9
X
-.916
-.916
0
0
8
M9
Y
0
0
0
0
9
M10
X
0
0
0
0
10
M10
Y
0
0
0
0
11
M11
X
0
0
0
0
12
M11
Y
0
0
0
0
Member Distributed Loads (BLC 13 : Structure Wind w/Ice (30))
Mamhar I ahal nirartinn Start MAnnihidarlh/ft Fnd Mannittidarlh/ft F Start 1 nratinnrin %1 Fnrf I nr finnfin %1
1
M1 X
-.331
-.331
0
0
2
M1
Y
.191
.191
0
0
3
M2
X
-.331
-.331
0
0
4
M2
Y
.191
.191
0
0
5
M3
X
-.793
-.793
0
0
6
M3
Y
.458
.458
0
0
7
M9
X
-.793
-.793
0
0
8
M9
Y
.458
.458
0
0
9
M10
X
-. 361
-. 361
0
0
10
M10
Y
.209
.209
0
0
11
Mil
X
-. 361
-. 361
0
0
12
M11
Y
.209
.209
0
0
Member Distributed Loads (BLC 14 :Structure Wind w/Ice (45))
Mamhar I ahpl nirartion Start Mannihirlarlh/ft Fnd MannitudPflh/ft F Start I ncatinnrin_%1 Fnd I nratnnfin%1
1
M1
X -.18
-.18
0
0
2
M1
Y
.18
.18
0
0
3
M2
X
-.18
-.18
0
0
4
M2
Y
.18
.18
0
0
5
M3
X
-.648
-.648
0
0
6
M3
Y
.648
.648
0
0
7
M9
X
-.648
-.648
0
0
8
M9
Y
.648
.648
0
0
9
M10
X
-.59
-.59
0
0
10
M10
Y
.59
.59
0
0
RISA-3D Version 17.0.0[\...\...\...\...\...\...\...\...\...\3-MA\RISA\SE01451A.r3d] Page 11
Company Kimley-Horn and Associates, Inc.
111RI Si4 Designer : ADR
Job Number
A NEMETSCHEK COMPANY Model Name
June 29, 2021
2:39 PM
Checked By._
Member Distributed Loads (BLC 14 : Structure Wind w/Ice (45)) (Continued)
Member Label Direction Start Ma nitude Ib/ft,... End Ma nitude Ib/ft,F... Start Location in,% End Location in,%
11 Mil X -.59 -.59 0 0
12 1 M11 Y .59 .59 1 0 0
Member Distributed Loads (BLC 15 : Structure Wind w/Ice (60))
Memher Latx:l Dirxtion Start Maanitndeflh/ft_... End Mannitudeflh/ft.F... Start Lorationrin.%1 End Lorafionfin o 1
1
M1
X
-.064
-.064
0
0
2
M1
Y
.11
.11
0
3
M2
X
-.064
-.064
0
0
4
M2
Y
.11
.11
0
5
M3
X
-.458
-.458
0
0
6
M3
Y
.793
.793
0
0
7
M9
X
-.458
-.458
0
0
8
M9
Y
.793
.793
0
0
9
M10
X
-.626
-.626
0
0
10
M10
Y
1.084
1.084
0
0
11
M11
X
-.626
-.626
0
0
12
M11
Y
1.084
1.084
0
0
Member Distributed Loads (BLC 16 : Structure Wind w/Ice (90))
Mamhar I ahal rlirartinn Start Mannifiirlarlh/ft Fnrl hAnnniturlarlh/ft F Start 1 nratinnrin 0/0 Fnrl 1 nrafinnrin 0/1
1
M1 X
-5.953e-21
-5.953e-21
0
0
2
M1
Y
2.625e-14
2.625e-14
0
0
3
M2
X
-5.953e-21
-5.953e-21
0
0
4
M2
Y
2.625e-14
2.625e-14
0
0
5
M3
X
-2.077e-7
-2.077e-7
0
0
6
M3
Y
.916
.916
0
0
7
M9
X
-2.077e-7
-2.077e-7
0
0
8
M9
Y
.916
.916
0
0
9
M10
X
-3.786e-7
-3.786e-7
0
0
10
M10
Y
1.669
1.669
0
0
11
M11
X
-3.786e-7
-3.786e-7
0
0
12
Mil
Y
1.669
1.669
0
0
Member Distributed Loads (BLC 17 : Structure Wind w/Ice (120))
Mamher I ahal nirarfinn Start Mannifiirterlh/ft FnH Mannituriarlh/ft F Start 1 nratinnrin 0/1 End I nrafinnfin %1
1
M1 X
.064
.064
0
0
2
M1
Y
.11
.11
0
0
3
M2
X
.064
.064
0
0
4
M2
Y
.11
.11
0
0
5
M3
X
.458
.458
0
0
6
M3
Y
.793
.793
0
0
7
M9
X
.458
.458
0
0
8
M9
Y
.793
.793
0
0
9
M10
X
.626
.626
0
0
10
M10
Y
1.084
1.084
0
0
11
M11
X
.626
.626
0
0
12
Mil
Y
1.084
1.084
0
0
Member Distributed Loads (BLC 18 : Structure Wind w/Ice (135))
Member Label Direction Start Magnitude[lb/ft,... End Magnitude[lb/ft,F... Start Location[in,%] End Locaton[in,%]
RISA-3D Version 17.0.0[\...\...\...\...\...\...\...\...\...\3-MA\RISA\SE01451A.r3d] Page 12
Company Kimley-Horn and Associates, Inc. June 29, 2021
111RISi4 Designer : ADR Checked
Job Number Checkeke
d By._
A NEMETSCHEK COMPANY Model Name
Member Distributed Loads (BLC 18: Structure Wind w/Ice (135)) (Continued)
Mamhar I ahal Direction Start Mannihirlarlh/ft Fnrt Mnnnitiidarlh/ft F Start 1 nratinnrin 0/.1 Fnrl I nratinnrin %1
1
M1
X
.18
.18
0
0
2
M1
Y
.18
.18
0
0
3
M2
X
.18
.18
0
0
4
M2
Y
.18
.18
0
0
5
M3
X
.648
.648
0
0
6
M3
Y
.648
.648
0
0
7
M9
X
.648
.648
0
0
8
M9
Y
.648
.648
0
0
9
M10
X
.59
.59
0
0
10
M10
Y
.59
.59
0
0
11
M11
X
.59
.59
0
0
12
M11
Y
.59
.59
0
0
Member Distributed Loads (BLC 19 : Structure Wind w/Ice (150))
Member Label Direction Start Ma nitude Ib/ft,... End Ma nitude Ibfft,F... Start Location in,% End Location in%
1
M1 X
.331
.331
0
0
2
M1
Y
.191
.191
0
0
3
M2
X
.331
.331
0
0
4
M2
Y
.191
.191
0
0
5
M3
X
.793
.793
0
0
6
M3
Y
.458
.458
0
0
7
M9
X
.793
.793
0
0
8
M9
Y
.458
.458
0
0
9
M10
X
.361
.361
0
0
10
M10
Y
.209
.209
0
0
11
Mil
X
.361
.361
0
0
12
M11
Y
.209
.209
0
0
Member Distributed Loads (BLC 36 : Seismic )Q
Member Label Direction Start Mann ituderlb/ft.... End Maonituderlb/ft.F... Start Lorationrin.%1 End Lorationrin o 1
1
M1
X
1.585
1.585
0
0
2
M2
X
1.585
1.585
0
0
3
M3
X
1.562
1.562
0
0
4
M9
X
1.562
1.562
0
0
5
M10
X
3.272
3.272
0
0
6
Mil
X
3.272
3.272
0
0
Member Distributed Loads (BLC 37 : Seismic 1)
Member Label Direction Start Ma nitude Ib/ft,... End Ma nitude Ib/ft,F... Start Location in,% End Location in
1
M1 Y
1.585
1.585
0
0
2
M2
Y
1.585
1.585
0 1
0
3
M3
Y
1.562
1.562
0
0
4
M9
Y
1.562
1.562
0
0
5
M10
Y
3.272
3.272
0
0
6
M11
Y
3.272
3.272
0
0
RISA-3D Version 17.0.0[\...\...\...\...\...\...\...\...\...\3-MA\RISA\SE01451A.r3d] Page 13
Company Kimley-Horn and Associates, Inc.
111RI Si4 Designer : ADR
Job Number
A NEMETSCHEK COMPANY Model Name
June 29, 2021
2:39 PM
Checked By._
Member Area Loads
Joint A Joint B Joint C Joint D Direction Distribution Magnitude
No Data to Print ...
Envelope Joint Reactions
.Inint X nhl LC Y Ilhl LC 7 rlhl I C MX rk-ftl LC MY rk-ftl LC M7 rk-ftl 1 C
1
N3
max
13.485
64
27.895
63
173.241
25
0
66
0
66
0
66
2
min
-115.134
24
-27.895
39
41.212
50
0
1
0
1
0
1
3
N4
max
13.485
54
27.895
63
173.241
29
0
66
0
66
0
66
4
min
-115.134
30
-27.895
39
41.212
36
0
1
0
1
0
1
5
N2
max
115.351
22
32.916
63
197.34
22
0
66
0
66
0
66
6
min
-19.548
46
-32.916
39
44.937
45
0
1
0
1
0
1
7
N 1
max
115.351
32
32.916
63
197.34
32
0
66
0
66
0
66
8
min
-19.548
40
-32.916
39
44.937
41
0
1
0
1
0
1
9
Totals:
max
121.621
51
121.621
63
728.915
19
10
min
-121.621
43
-121.621
39
284.604
1
Envelope AISC 15th(360-16): LRFD Steel Code Checks
hAamhar Ghana (.rvla (.hark I n I(. Rha In nhi*P nhi*P nhi*Mn v- nhi*Mn Fnn
1
M1
L3X3X3
.084
6
24
.016
0t454739..
35316
1.32
2.905
..• H2-1
2
M2
L3X3X3
.060
6
22
.018
12
35316
1.32
2.905
••• H2-1
3
M3
P2STD
.091
36••
19
.01236••3384..
1.997
1.997
1 H1-•••
4
M9
P2STD
.062
36••
29
.03542..3384..
1.997
1.997
•••H1 ...
5
M10
PL6x3/8
.256
10
29
.008
10
70875
.554
8.859
•••H1 ...
6
M11
PL6x;3/8
.254
10
33
.008
10
70875
.554
8.859
•• H1-...
RISA-3D Version 17.0.0[\...\...\...\...\...\...\...\...\...\3-MA\RISA\SE01451A.r3d] Page 14
I I
2-7/8" O.D. ANTENNA
MOUNTING PIPE
(ORDERED SEPARATELY)
F— 7
�J
I
23 1/2"
TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE
SAWED, SHEARED AND GAS CUT EDGES (t 0.030")
DRILLED AND GAS CUT HOLES (3 0.030") - NO CONING OF HOLES
LASER CUT EDGES AND HOLES (3 0.010") - NO CONING OF HOLES
BENDS ARE t 1/2 DEGREE - ALL OTHER MACHINING (3 0.030")
ALL OTHER ASSEMBLY (3 0.060")
PROPRIETARY NOTE
THE DATA AND TECHNIQUES CONTAINED IN THIS DRAWING ARE PROPRIETARY INFORMATION OF
VALMONT INDUSTRIES AND CONSIDERED A TRADE SECRET. ANY USE OR DISCLOSURE WITHOUT
PARTS LIST
PART NO.
PART DESCRIPTION
LENGTH
UNIT WT.
NET WT.
ANG314-15F
WALL MOUNT ANGLE
15 in
6.21
24.84
X-UB1300
1/2" X 3" X 5" X 2" U-BOLT (HDG.)
0.70
1.39
G58112
5/8" x 1-1/2" HOG BOLT
1 1/2 in
0.25
0.99
G58FW
5/8" HOG USS FLATWASHER
0.07
0.28
G58LW
5/8" HOG LOCKWASHER
0.03
0.10
G58NUT
5/8" HOG HEAVY 2H HEX NUT
0.13
0.52
G12FW
1/2" HOG USS FLATWASHER
0.03
0.14
G12LW
1/2" HOG LOCKWASHER
0.01
0.06
G12NUT
1/2" HOG HEAVY 2H HEX NUT
0.07
0.29
TOTAL WT. #
28.61
3"
Locations:
DESCRIPTION
�+
SI 1 L
New York, NY
3"ANGLE
PRO
Engineering
SupportTeam:
Atlanta,GA
Los Angeles, CA
WALL MOUNT
KIT
1.888-753.7446
Plymouth, IN
Salem, OR
A VaknOIkY COMPANY
Dallas, TX
DRAWN BY
CPD NO. DRAWING USAGE
PART NO.
CEK 1/10/2012
I CUSTOMER
WMA300
NG.APPROVAL
CHECKED BY
DWG. NO.
0 n
-n m
WMA300
BMC 1/10/2012
SITE ID: SE01451A
Site Name: THE EXECUTIVE HOMEOWNERS ASSOCIATION
APPENDIX C
Kimley-Horn Project #: KHCLE-7684
Page 7
RF DATA SHEET / PROPOSED SCOPING DOCUMENT
SE01451A Sprint Retain1draft_2021-02-22
2/22/2021
RAN Template: A8L Template:
56790EZ SR R 56790EZ SR R
SE01451A Sprint Retain_1_draft
Print Name: Standard
PORs: New Build_Sprint Keep
Section 1 - Site Information
Site ID: SE01451A
Site Name: SE01451A
Latitude:
47.80273000
Status: Draft
Site Class: <undefined>
Longitude:
-122.37738000
Version: 1
Site Type: <undefined>
Address:
1001 5th Ave S
Project Type: Sprint Retain
Plan Year:
City, State:
Edmonds, WA
Approved: Not Approved
Market: SEATTLE WA
Region: WEST
Approved By: Not Approved
Vendor: Nokia
Last Modified: 2/21/2021 11:41:38 PM
Landlord: Not Specified
Last Modified By: Victor.Bayouk@T-Mobile.com
w
RAN Template: 56790EZ_SIR _R J A#kj AL Template: 56790EZ_SIR _R
Sector Count: 3 Antenna Count: 6 4S��&.nj 0 TMA Count: 0 RRU Count: 6
w lab
Section 2 - xist g to ges
----- This section is intention ^a--
--
https://rfds-prod-web-core-secure.geo.cf.t-mobile.com/DataSheet/Printout/58774968-99f4-4dd6-a7c5-a46142fl l ff0?Iayoutld=2e5l l 2cd-53b 1-4cO5-87... 1 /8
2/22/2021
SE01451A Sprint Retain1draft_2021-02-22
Section 3 - Proposed Template Images
56790EZ_SR_R.jpg
Configuration O6USR_R
For 5G and LTE Airscale BB dime io to Fiber Port matrices.
(Alpha, Beta & A
LTE+5G
B41
.cFive AnTenn�
jiberJumpers
Tip �iberJumpers
Ground
HCS2.0 HCS2.0
Rooftop Rooftop
B12 (L700) — 5 MHz
B71 (L600) —10 MHz
B71 (N600) — 15 MHz
FDD - Midband
134/1366 (L2100) — 20 MHz
B66 (N2100) — 20 MHz
132 (1-1900) — 20 MHz
B25 (L1900) — 20 MHz
B25 (N1900) — 20 MHz
SRAN — GSM PCS
TDD - Band 41
L2.5(2.5GHz)— 60 MHz
N41(2.5GHz) — 100MHz
+2nd carrier (<=80MHz)
SRAM LTE + GSM
FSMF
5G Airscale GSM
PCS
I
LTE FDD/TDD
Airscalel
I
https://rfds-prod-web-core-secure.geo.cf.t-mobile.com/DataSheet/Printout/58774968-99f4-4dd6-a7c5-a46142f11 ff0?1ayout1d=2e5112cd-53b 1-4c05-87... 2/8
2/22/2021
SE01451A Sprint Retain1draft_2021-02-22
Section 4 - Siteplan Images
----- This section is intentionally blank. -----
https://rfds-prod-web-core-secure.geo.cf.t-mobile.com/DataSheet/Printout/58774968-99f4-4dd6-a7c5-a46142f11 ff0?layoutld=2e5112cd-53b 1-4c05-87... 3/8
2/22/2021
SE01451A_Sprint Retain_1_draft_2021-02-22
SE01451A_Sprint Retain_1_draft
RAN Template: A&L Template:
56790EZ SR R I 56790EZ SR R
n 5 - RAN Equipment
Exis Equipment
�ti int tionally blank. -----
Print Name: Standard
PORs: New Build Sprint Keep
Proposed !tW&Iffnen
Template: 56790EZ
Enclosure
1
2
4
Enclosure Type
Tower Top Mount (Nokia)
Ancillary Eq ment (Nokia)
Generic 600A Site Support Cabinet
Generic Battery Cabinet for 600A
SSC
Baseband
ASIB
L700
L600
L2100
L1900
��ASIK
N600
N2100
N1900
MFSMFLAWS3L2500
ASIB
Baseband
Submodule
ABIA (x 2
L2100
L1900
LAWS3
) ABIA ABIL (x 3 )
L700 N2500
L6 00 ABIL
N6IL
o
ABIL (x 2 )
N2100
N1900
ABIC (x 3)
L2500
Baseband
Subrack
AMIA (x 2 )
Junction Box
Nokia HCS 2.0 Roof -Top Junction
Box (x 2 )
Power subsystem
Rectifier Shelf *Select size*
Breakers *Select size*
Batteries *Select size*
Radio
AHFIG (x 3)
L2100
FE
L1900
G1900
LAWS3
N2100
N1900
Transport System
CSR IXRe V2 (Gen2)
RAN Scope of Work:
https:Hrfds-prod-web-core-secure.geo.cf.t-mobile.com/DataSheetIPrintout/58774968-99f4-4dd6-a7c5-a46142fl l ff0?Iayoutld=2e5l l 2cd-53b 1-4cO5-87... 4/8
2/22/2021
RAN Template: A8L Template:
56790EZ SR R 56790EZ SR R
SE01451A Sprint Retain1draft_2021-02-22
SE01451A Sprint Retain_1_draft
n 6 - A&L Equipment
ng emplate: Custom
IN56790EZ_SIR _R
Print Name: Standard
PORs: New Build_Sprint Keep
Sector 1 (Proposed) view m f
: the '
ages show view from behind)
Coverage Type
A -Outdoor Macro
Antenna
1
2
Antenna Model
Commscope - FFVV-65C-R3-VI (Octo)
AEHC (Active enna -Massive MIMO)
Azimuth
20
20
M. Tilt
O
O
Height
43
43
Ports
P1
P2
P3
P4
P5
Active Tech.
L700 L600
900
L700 L600
N600
9100 L1900
G1900
LAWS3
N2100
N1900
9100 L1900
G1900
LAWS3
N2100
N1900
L2500 N2500
Dark Tech.
Restricted Tech.
Decomm. Tech.
I
I
E. Tilt
Cables
I
I
TMAs
Diplexers I
Combiners
I
I
Radio
I
I
Sector Equipment
I
I
Unconnected Equipment:
Scope of Work:
https://rfds-prod-web-core-secure.geo.cf.t-mobile.com/DataSheet/Printout/58774968-99f4-4dd6-a7c5-a46142fl l ff0?Iayoutld=2e5l l 2cd-53b 1-4cO5-87... 5/8
2/22/2021
RAN Template: A8L Template:
56790EZ SR R 56790EZ SR R
SE01451A Sprint Retain1draft_2021-02-22
SE01451A Sprint Retain_1_draft
Print Name: Standard
PORs: New Build_Sprint Keep
Sector 2 (Proposed) view from front (Note: the images show view from behind)
Coverage Type
A -Outdoor Macro
Antenna
2
Antenna Model
Commscope - FFVV-65C-R3-V1 (Octo)
AEHC (Active Antenna - Massive MIMO)
Azimuth
140
140
M. Tilt
O
O
Height
43
43
Ports
P1
P2
P3
P4
P5
Active Tech.
L700 L600
900
20 L600
N600
L2 L1900
G1
LAWS3
N2100
N1900
L2100 L1900
G1900
LAWS3
N2100
N1900
L2500 N2500
Dark Tech.
Restricted Tech.
Decomm. Tech.
E. Tilt
I
I
Cables
I
I
I
I
TMAs
I
I
Diplexers I
Combiners
I
I
I
I
Radio
I
I
Sector Equipment
I
I
I
I
Unconnected Equipment:
Scope of Work:
https://rfds-prod-web-core-secure.geo.cf.t-mobile.com/DataSheet/Printout/58774968-99f4-4dd6-a7c5-a46142f11 ff0?layoutld=2e5112cd-53b 1-4c05-87... 6/8
2/22/2021
RAN Template: A8L Template:
56790EZ SR R 56790EZ SR R
SE01451A Sprint Retain1draft_2021-02-22
SE01451A Sprint Retain_1_draft
Print Name: Standard
PORs: New Build_Sprint Keep
Sector 3 (Proposed) view from front (Note: the images show view from behind)
Coverage Type
A -Outdoor Macro
Antenna
2
Antenna Model
Commscope - FFVV-65C-R3-V1 (Octo)
AEHC (Active Antenna - Massive MIMO)
Azimuth
250
250
M. Tilt
O
O
Height
43
43
Ports
P1
P2
P3
P4
P5
Active Tech.
L700 L600
900
20 L600
N600
L2100 L1900
G1900
LAWS3
N2100
N1900
L2100 L1900
G1900
LAWS3
N2100
N1900
L2500 N2500
Dark Tech.
Restricted Tech.
Decomm. Tech.
E. Tilt
I
I
Cables
I
I
I
I
TMAs
I
I
Diplexers I
Combiners
I
I
I
I
Radio
I
I
Sector Equipment
I
I
I
I
Unconnected Equipment:
Scope of Work:
https://rfds-prod-web-core-secure.geo.cf.t-mobile.com/DataSheet/Printout/58774968-99f4-4dd6-a7c5-a46142f11 ff0?layoutld=2e5112cd-53b 1-4c05-87... 7/8
2/22/2021
RAN Template: A8L Template:
56790EZ SR R 56790EZ SR R
SE01451A Sprint Retain1draft_2021-02-22
SE01451A Sprint Retain_1_draft
Section Z Power Systems Equipment
nally blank. -----
T
Print Name: Standard
PORs: New Build_Sprint Keep
https://rfds-prod-web-core-secure.geo.cf.t-mobile.com/DataSheet/Printout/58774968-99f4-4dd6-a7c5-a46142f11 ff0?layoutld=2e5112cd-53b 1-4c05-87... 8/8