HomeMy WebLinkAboutBuilding Permit 13.0097 . ... . . . . . .
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Q,1 Yxjo\ CITY OF PRIOR LAKE BUILDING PERMIT, Dat R ec d
� TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
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t. wink, hie PERMIT NO. (..,
2.
Pink \ p I
(Please type or print and sign at bottom)
ADDRESS ZONING (office use)
• 15777 South Highway 13, Prior Lake, MN 55372 1 "I C
• X32 1 k� t
LEGAL DESCRIPTION (office use only)
LOT BLOCK ADDITION PID ZS. 2 3Z • ao Z - - p
OWNER
(Name) Mediacorn Minnesota LLC (Phone) 845- 695 -2600
(Address) 100 Crystal Run Rd, Middletown, NY 10941
BUILDER
(Company Name) Clear Wireless LLC, a Nevada Limited Liability Company (Phone) 866=316 -7575
(Contact Name) Michael Carriglio (Phone) 847- 993 -9678
•
(Address) 9801 W. Higgins Rd., Suite 200, Rosemont, IL 60018
TYPE OF WORK ❑ New Construction ❑Deck ❑Porch ❑Re- Roofing ❑Re- Siding ❑Lower Level Finish ❑ Fireplace
❑Addition X Alteration ❑Utility Connection ��
CODE: ❑I.R.C. 7i, I.B.C. f i //
isc: A;-"f> t /p/novt . 7c. ii94 1/4--
Type of Constmtction: 1 II III IV V A B
. Occupancy Group: A 13•E F HI MR S U PROJECT COST /VALUE $ $3,500.00
Division: 1 2 3 4 5 (excluding land)
•
I hereby certify that I have furnished information on this application which is to the best of my knowledge true and coma. I also certify that I am the owner or authorized agent for the
• aboveanentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building
official can revoke this permit for just cause. Fuktltermor., 1 hereby agree that the city officiator a designee may enter upon the property to perform needed inspections.
X ,r,-� nature i .. -` �� - ( i / (
Si Contractor's License No. _ Date
Permit Valuation k Park Support Fee # $
Permit Fee $ to 3 SAC # $
Plan Check Fee $ ! �� Water Meter Size 5/8"; 1 $
• State Surcharge $ ., • - Pressure Reducer $
Penalty $ Sewer /Water Connection Fee # $
Plumbing Permit Fee $ Water Tower Fee # $
Mechanical Permit Fee $ Builder's Deposit $
Sewer & Water Permit Fee $ Other $
Gas Fireplace Permit Fee $ TOTAL DUE $ ' , c 5
This Applica2 Bee' les Your Building Permit When , pprr, ed Paid f 7 , 757 Receipt No. 6p 4
I i Date 2 5n3 B y 404
Building0l'f ` Date P sj & Q Z og garcon- 069 F Aw vi i.N4ii9
This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document
when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy. a Certificate of Occupancy must be
issued.
Planning Director Date Special Conditions. Wally
24 hour notice for all inspections (952) 447 -9850, fax (952) 447 -4245 - 4646 Dakota Street S.E., Prior Lake, Minnesota 55372
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ENCINEERINGSOLLIT /ONS LLC
Structural Analysis Report
Prepared for:
KGI
805 Las Cimas Parkway
Building Three, Suite 370
Austin, TX 78746
ATTN: Ms. Gaylyn Keough
Structure : 125 ft Guyed Tower
Proposed Carrier : Clearwire
Site ID : 30606
Site Location : Prior Lake, MN
County : Scott
Date : January 17, 2013
Usage : 45.0% Legs, 70.0% Diagonals, 13.0%
Horizontals, 97.0% Guys.
PROFESSIONAL EIDINEER
1 hereby certify that this plan, specification, or
report was prepared by me or under my direr
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota
Print Neal '
r
signature: . vi sl,:.
Semaan Engineering Solutions, LLC
21:4�z License # � °
1079 N. 205th Street, Elkhorn, NE 68022 Date
Phone' 402-289-1888
January 17, 2013
Page 1
Introduction
The purpose of this report is to summarize results of the structural analysis performed on the 125 ft
Guyed Tower located at Prior Lake, MN, Scott County (site # 30606). The tower original
manufacturer is unknown. Tower information was obtained from the HTS mapping dated October 22,
2009).
Analysis
The tower was analyzed using Semaan Engineering Solutions, Inc., Software. The analysis
assumes that the tower is in good, undamaged, and non - corroded condition. The analysis was
performed in conformance with TIA/EIA -222 Rev F and local building codes for a basic wind
speed of 80 mph no ice and 69 mph with 1/2" radial ice (fastest mile). This is in
conformance with the IBC 2006: Section 1609.1.1, Exception (4) and Section 3108.4.
Basic Wind Speed: 80.0 mph
Radial Ice: 69 mph w/ 0.50" ice
Code: TIA/EIA -222 Rev F
Antenna Loads
The following antenna loads were used in the tower analysis.
Existing Antennas
Elev. (ft) Qty Antennas Mount Coax (in) Carrier
120.0 3 V HLP 2 0 i 8 (3) T -Arms (3) CATS Clearwire
93.3 1 12 ft Yagi Leg Mounted (1) 0.58" Mediacom
91.0 1 14 ft Yagi Leg Mounted (1) 0.58"
77.5 1 12 ft Omni Sidearm (1) 1 1/4" -
Proposed Antennas
Elev. (ft) Qty Antennas Mount Coax (in) Carrier
120.0 3 nRRH V2 On existing (3) T -Arms (3) 1/2" Clearwire
(3) 5/16 Fiber
er
The proposed transmission lines may be placed anywhere on the tower. No line shielding was
considered.
January 17, 2013
Page 2
Results
The existing Guyed Tower is structurally capable of supporting the existing and proposed
antennas. The maximum structure usage is: 45.0% Legs, 70.0% Diagonals, 13.0% Horizontals,
and 97.0% Guys.
Anchor Radius Design Analysis Uplift
(Ft) Uplift (kip)
(kip)
90.0 ft N/A 10.21
The foundation was not investigated due to the lack of design drawings and documents and is not
part of this analysis.
Conclusion
Based on the analysis results, the existing structure meets the requirements per the TIA/EIA -222
Rev F standards for a basic wind speed of 80 mph no ice and 69 mph with 1/2" radial ice.
If you have any questions or require additional information, please call 402 - 289 -1888.
Standard Conditions
All engineering services are performed on the basis that the information used is current and correct.
This information may consist of, but is not necessary limited, to:
-- Information supplied by the client regarding the structure itself, the antenna and feed line
loading on the structure and its components, or other relevant information.
-- Information from drawings in the possession of Semaan Engineering Solutions, or generated
by field inspections or measurements of the structure.
It is the responsibility of the client to ensure that the information provided to Semaan Engineering
Solutions and used in the performance of our engineering services is correct and complete. In the
absence of information to the contrary, we assume that all structures were constructed in accordance
with the drawings and specifications and are in an un- corroded condition and have not deteriorated;
and we, therefore, assume that their capacity has not significantly changed from the "as new"
condition.
All services will be performed to the codes specified by the client, and we do not imply to meet any
other codes or requirements unless explicitly agreed in writing. If wind and ice loads or other
relevant parameters are to be different from the minimum values recommended by the codes, the
client shall specify the exact requirement. In the absence of information to the contrary, all work
will be performed in accordance with the latest relevant revision of ANSI/EIA -222.
All services are performed, results obtained, and recommendations made in accordance with
generally accepted engineering principles and practices. Semaan Engineering Solutions is not
responsible for the conclusions, opinions and recommendations made by others based on the
information we supply.
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Copyright Semaan Engineering Solutions, Inc
Site Number: 30606 Y 1/17/201310:11:24AM
Location: Prior Lake, MN
Code: TIA/EIA -222 Rev F
�/ /
Gh : 1.15 Section Forces
LoadCase Normal No Ice 80.00 mph Wind Normal To Face with No Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
Total Total Ice Ice
Wind Flat Round Round Eff Linear Linear Total Struct Linear Total
Sect Height qz Area Area Area Sol Area Area Area Weight Weight Force Force Force Eff
Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) Face
8 122.5 23.83 0.00 1.99 0.00 0.16 2.74 1.00 1.00 0.58 1.16 0.00 0.00 116.8 0.0 86.80 0.00 86.80 1
7 110.0 23.11 0.00 7.46 0.00 0.15 2.77 1.00 1.00 0.58 4.34 8.70 0.00 443.3 0.0 318.67 276.51 595.19 1
6 90.00 21.82 0.00 7.46 0.00 0.15 2.77 1.00 1.00 0.58 4.34 10.02 0.00 447.2 0.0 300.92 300.65 601.57 1
5 70.00 20.31 0.00 7.46 0.00 0.15 2.77 1.00 1.00 0.58 4.34 13.13 0.00 461.3 0.0 280.07 366.67 646.73 1
4 50.00 18.45 0.42 7.30 0.00 0.15 2.76 1.00 1.00 0.58 4.66 13.45 0.00 476.2 0.0 271.75 341.25 613.00 1
3 30.00 16.38 0.00 7.46 0.00 0.15 2.77 1.00 1.00 0.58 4.34 13.46 0.00 462.9 0.0 225.92 303.05 528.97 1
2 12.00 16.38 0.00 5.87 0.00 0.15 2.78 1.00 1.00 0.58 3.41 10.76 0.00 347.6 0.0 178.22 242.44 420.66 1
1 2.00 16.38 0.00 1.56 0.00 0.31 2.27 1.00 1.00 0.62 0.97 2.69 0.00 101.9 0.0 41.08 60.61 101.70 1
2,857.3 0.0 3,594.62
LoadCase 60 deq No Ice 80.00 mph Wind at 60 deg From Face with No Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
Total Total Ice Ice
Wind Flat Round Round Eff Linear Linear Total Struct Linear Total
Sect Height qz Area Area Area Sol Area Area Area Weight Weight Force Force Force Eff
Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) Face
8 122.6 23.83 0.00 1.99 0.00 0.16 2.74 0.80 1.00 0.58 1.16 0.00 0.00 116.8 0.0 86.80 0.00 86.80 1
7 110.0 23.11 0.00 7.46 0.00 0.15 2.77 0.80 1.00 0.58 4.34 8.70 0.00 443.3 0.0 318.67 276.51 595.19 1
6 90.00 21.82 0.00 7.46 0.00 0.15 2.77 0.80 1.00 0.58 4.34 10.02 0.00 447.2 0.0 300.92 300.65 601.57 1
5 70.00 20.31 0.00 7.46 0.00 0.15 2.77 0.80 1.00 0.58 4.34 13.13 0.00 461.3 0.0 280.07 366.67 646.73 1
4 50.00 18.45 0.42 7.30 0.00 0.15 2.76 0.80 1.00 0.58 4.58 13.45 0.00 476.2 0.0 266.90 341.25 608.16 1
3 30.00 16.38 0.00 7.46 0.00 0.15 2.77 0.80 1.00 0.58 4.34 13.45 0.00 462.9 0.0 225.92 303.05 528.97 1
2 12.00 16.38 0.00 6.87 0.00 0.15 2.78 0.80 1.00 0.58 3.41 10.76 0.00 347.6 0.0 178.22 242.44 420.66 1
1 2.00 16.38 0.00 1.56 0.00 0.31 2.27 0.80 1.00 0.62 0.97 2.69 0.00 101.9 0.0 41.08 60.61 101.70 1
2,857.3 0.0 3,589.76
LoadCase 90 deq No Ice 80.00 mph Wind at 90 deg From Face with No Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
Total Total Ice Ice
Wind Flat Round Round Eff Linear Linear Total Struct Linear Total
Sect Height qz Area Area Area Sol Area Area Area Weight Weight Force Force Force Eff
Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) Face
8 122.6 23.83 0.00 1.99 0.00 0.16 2.74 0.85 1.00 0.58 1.16 0.00 0.00 116.8 0.0 86.80 0.00 86.80 1
7 110.0 23.11 0.00 7.46 0.00 0.15 2.77 0.85 1.00 0.58 4.34 8.70 0.00 443.3 0.0 318.67 276.51 595.19 1
6 90.00 21.82 0.00 7.46 0.00 0.15 2.77 0.85 1.00 0.58 4.34 10.02 0.00 447.2 0.0 300.92 300.65 601.57 1
5 70.00 20.31 0.00 7.46 0.00 0.15 2.77 0.85 1.00 0.58 4.34 13.13 0.00 461.3 0.0 280.07 366.67 646.73 1
4 50.00 18.45 0.42 7.30 0.00 0.15 2.76 0.85 1.00 0.58 4.60 13.45 0.00 476.2 0.0 268.11 341.25 609.36 1
Page 1
Copynght Semaan Engineering Solutions, Inc
Site Number: 30606 Y 1/17/2013 10:11:24 AM
Location: Prior Lake, MN
Code: TIA/EIA -222 Rev F / X
Gh : 1.15 Section Forces
3 30.00 16.38 0.00 7.46 0.00 0.15 2.77 015 1.00 0.68 4.34 13.45 0.00 462.9 0.0 22512 303.05 528.97 1
2 12.00 16.38 0.00 5.87 0.00 0.15 2.78 0.85 1.00 0.58 3.41 10.76 0.00 347.6 0.0 178.22 242.44 420.66 1
1 2.00 16.38 0.00 1.56 0.00 0.31 2.27 015 1.00 0.62 0.97 2.69 0.00 101.9 0.0 41.08 60.61 101.70 1
2,857.3 0.0 3,590.98
LoadCase Normal Ice 69.28 mph Wind Normal To Face with Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
Total Total Ice Ice
Wind Flat Round Round Eff Linear Linear Total Struct Linear Total
Sect Height qz Area Area Area Sol Area Area Area Weight Weight Force Force Force Eff
Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) Face
8 122.5 17.87 0.00 4.44 2.33 0.36 2.16 1.00 1.00 0.63 2.82 0.00 0.00 170.7 53.9 124.65 0.00 124.65 1
7 110.0 17.33 0.00 16.91 9.00 0.34 2.20 1.00 1.00 0.63 10.62 8.70 15.00 768.6 325.3 464.17 564.91 1,029.08 1
6 90.00 16.37 0.00 16.91 9.00 0.34 2.20 1.00 1.00 0.63 10.62 10.02 17.03 790.5 343.2 438.30 608.73 1,047.03 1
5 70.00 15.23 0.00 16.91 9.00 0.34 2.20 1.00 1.00 0.63 10.62 13.13 19.79 839.1 377.8 407.93 689.59 1,097.52 1
4 50.00 13.84 0.42 16.75 9.00 0.34 2.19 1.00 1.00 0.63 10.97 13.45 20.00 865.1 388.9 380.41 636.49 1,016.90 1
3 30.00 12.29 0.00 16.91 9.00 0.34 2.20 1.00 1.00 0.63 10.62 13.45 20.00 844.0 381.1 329.06 666.24 894.30 1
2 12.00 12.29 0.00 13.30 7.07 0.33 2.21 1.00 1.00 0.63 8.33 10.76 16.00 634.5 286.9 259.60 462.19 711.79 1
1 2.00 12.29 0.00 3.41 1.86 0.68 1.78 1.00 1.00 0.81 2.75 2.69 4.00 177.2 75.3 68.71 113.05 140.82 1 "
= 2QzGhAg Controls 5,089.8 2,232.5 6,062.09
LoadCase 60 deq Ice 69.28 mph Wind at 60 deg From Face with Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
Total Total Ice Ice
Wind Flat Round Round Eff Linear Linear Total Struct Linear Total
Sect Height qz Area Area Area Sol Area Area Area Weight Weight Force Force Force Eff
Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) Face
8 122.5 17.87 0.00 4.44 2.33 0.36 2.16 0.80 1.00 0.63 2.82 0.00 0.00 170.7 53.9 124.65 0.00 124.65 1
7 110.0 17.33 0.00 16.91 9.00 0.34 2.20 0.80 1.00 0.63 10.62 8.70 15.00 768.6 325.3 464.17 564.91 1,029.08 1
6 90.00 16.37 0.00 16.91 9.00 0.34 2.20 0.80 1.00 0.63 10.62 10.02 17.03 790.5 343.2 438.30 608.73 1,047.03 1
5 70.00 15.23 0.00 16.91 9.00 0.34 2.20 0.80 1.00 0.63 10.62 13.13 19.79 839.1 377.8 407.93 689.59 1,097.52 1
4 60.00 13.84 0.42 16.75 9.00 0.34 2.19 0.80 1.00 0.63 10.88 13.45 20.00 865.1 388.9 377.52 636.49 1,014.01 1
3 30.00 12.29 0.00 16.91 9.00 0.34 2.20 0.80 1.00 0.63 10.62 13.45 20.00 844.0 381.1 329.06 565.24 894.30 1
2 12.00 12.29 0.00 13.30 7.07 0.33 2.21 0.80 1.00 0.63 8.33 10.76 16.00 634.5 286.9 259.60 452.19 711.79 1
1 2.00 12.29 0.00 3.41 1.85 0.68 1.78 0.80 1.00 0.81 2.75 2.69 4.00 177.2 75.3 68.71 113.05 140.82 1
" = 2QzGhAg Controls 5,089.8 2,232.5 6,059.20
LoadCase 90 deq Ice 69.28 mph Wind at 90 deg From Face with Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
Total Total Ice Ice
Wind Flat Round Round Eff Linear Linear Total Struct Linear Total
Sect Height qz Area Area Area Sol Area Area Area Weight Weight Force Force Force Eff
Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) Face
Page 2
Copyright Semaan Engineering Solutions, Inc
Site Number: 30606 Y 1/17/2013 10:11:24 AM
Location: Prior Lake, MN
Code: TIAIEIA -222 Rev F / X
Gh : 1.15 Section Forces 7/
8 122.5 17.87 0.00 4.44 2.33 0.36 2.16 0.85 1.00 0.63 2.82 0.00 0.00 170.7 53.9 124.65 0.00 124.65 1
7 110.0 17.33 0.00 16.91 9.00 0.34 2.20 0.85 1.00 0.63 10.62 8.70 15.00 768.6 325.3 464.17 564.91 1,029.08 1
6 90.00 16.37 0.00 16.91 9.00 0.34 2.20 0.85 1.00 0.63 10.62 10.02 17.03 790.5 343.2 438.30 608.73 1,047.03 1
5 70.00 15.23 0.00 16.91 9.00 0.34 2.20 0.85 1.00 0.63 10.62 13.13 19.79 839.1 377.8 407.93 689.59 1,097.62 1
4 50.00 13.84 0.42 16.75 9.00 0.34 2.19 0.85 1.00 0.63 10.91 13.45 20.00 865.1 388.9 378.24 636.49 1,014.73 1
3 30.00 12.29 0.00 16,91 9.00 0.34 2.20 0.85 1.00 0.63 10.62 13.45 20.00 844.0 381.1 329.06 565.24 894.30 1
2 12.00 12.29 0.00 13.30 7.07 0.33 2.21 0.85 1.00 0.63 8.33 10.76 16.00 634.5 286.9 259.60 452.19 711.79 1
1 2.00 12.29 0.00 3.41 1.85 0.68 1.78 0.85 1.00 0.81 2.75 2.69 4.00 177.2 75.3 68.71 113.05 140.82 1 **
** = 2QzGhAg Controls 5,089.8 2,232.5 6,059.92
Page 3
Copyright Semaan Engineering Solutions, Inc
Site Number: 30606 Y 11171201310:11:24AM
Location: Prior Lake, MN
Code: TIA/EIA -222 Rev F X
Tower Loading
Discrete Appurtenance Properties
Attach No Ice Ice Distance Vert
Elev Weight CaAa CaAa Weight CaAa CaAa From Face XAngle Ecc
(ft) Description Qty (Ib) (sf) Factor (Ib) (sf) Factor (ft) (deg) (ft)
120.0 nRRH V2 3 51.00 2.910 0.80 71.59 3.270 0.80 0.000 0.00 0.000
120.0 840 10054 3 35.00 5.190 0.61 59.15 5.730 0.61 0.000 0.00 0.000
120.0 VHLP2 -18 3 90.00 3.960 1.00 128.00 4.300 1.00 0.000 0.00 0.000
120.0 T -Arms 3 242.00 8.190 0.75 301.00 11.130 0.75 0.000 0.00 0.000
110.0 Torque Arm 1 500.00 15.000 1.00 1000.00 20.000 1.00 0.000 0.00 0.000
93.33 12 ft Yagi 1 40.00 4.500 1.00 80.00 5.700 1.00 0.000 0.00 0.000
91.00 14 ft Yagi 1 34.10 7.620 1.00 75.00 15.000 1.00 0.000 0.00 0.000
77.50 12 ft Omni 1 30.00 3.600 1.00 56.00 4.833 1.00 0.000 0.00 6.000
77.50 Sidearm 1 70.00 5.150 1.00 100.00 7.100 1.00 0.000 0.00 0.000
Totals 17 1928.10 2990.22 Number of Appurtenances : 9
Linear Appurtenance Properties
Elev Elev
From To Width Weight Pct Spread On Bundling
(ft) (n) Description Qty (in) (Ib /ft) In Wind Faces Arrangement
0.00 120.0 1/2" DC 3 0.65 0.16 100.00 Lin App Separate
0.00 120.0 5/16" Aber 3 0.44 0.08 100.00 Lin App Separate
0.00 120.0 CATS 3 0.65 0.16 100.00 Lin App Separate
0.00 93.33 0.58" Coax 1 0.65 0.16 100.00 Lin App Separate
0.00 91.00 0.68" Coax 1 0.65 0.16 100.00 Lin App Separate
0.00 77.50 1 1/4" Coax 1 1.55 0.66 100.00 Lin App Separate
Page 4
Copyright Semaan Engineering Solutions, Inc
Site Number: 30606 Y 1/17/2013 10:11:24 AM
Location: Prior Lake, MN
Code: TIA/EIA -222 Rev F X
Force /Stress Summary
Section: 1 30B Bot Elev (ft): 0.00 Height (ft): 4.000
Member Shear Bear
Force Len Bracing % Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls
LEG SOL -1 1/4" SOLID -10.99 90 deg Ice 1.42 100 100 100 54.4 31.5 38.69 0 0 0.00 0.00 28 Member X
HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0
DIAG SOL - 1/2" SOLID -0.78 Normal Ice 1.843 50 50 50 88.6 19.2 3.76 0 0 0.00 0.00 20 Member X
Force Fy Cap Num Num Shear Bear Use
Max Tension Member (KIP) Load Case (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls
LEG 0.00 0 0.00 0 0 0.00 0.00 0
HORIZ SOL - 3/4" SOLID 2.12 Normal Ice 50 17.67 0 0 0.00 0.00 11 Member
DIAG 0.00 0 0.00 0 0 0.00 0.00 0
Section: 2 30B1 Bot Elev (ft): 4.00 Height (ft): 16.000
Member Shear Bear
Force Len Bracing % Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z KL /R (ksi) (kip) Bolts Holes (kip) (kip) % Controls
LEG SOL -1 1/4" SOLID -14.27 60 deg Ice 1.92 100 100 100 73.6 27.0 33.16 0 0 0.00 0.00 43 Member X
HORIZ SOL - 314" SOLID -0.09 60 deg Ice 2.500 100 100 100 160.0 7.8 3.44 0 0 0.00 0.00 2 Member X
DIAG SOL - 1/2" SOLID -0.42 90 deg Ice 3.150 50 60 50 151.2 8.7 1.71 0 0 0.00 0.00 24 Member X
Force Fy Cap Num Num Shear Bear Use
Max Tension Member (Kip) Load Case (ksl) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls
LEG 0.00 0 0.00 0 0 0.00 0.00 0
HORIZ SOL - 3/4" SOLID 0.21 Normal Ice 50 17.67 0 0 0.00 0.00 1 Member
DIAG SOL - 112" SOLID 0.45 90 deg Ice 36 5.65 0 0 0.00 0.00 8 Member
Section: 3 30 TYP Bot Elev (ft): 20.00 Height (ft): 20.000
Member Shear Bear
Force Len Bracing % Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksl) (kip) Bolts Holes (kip) (kip) % Controls
LEG SOL - 1 1/4" SOLID -15.07 60 deg Ice 1.92 100 100 100 73.6 27.0 33.15 0 0 0.00 0.00 45 Member X
HORIZ SOL - 314" SOLID -0.07 Normal No Ice 2.500 100 100 100 160.0 7.8 3.44 0 0 0.00 0.00 2 Member X
DIAG SOL - 112" SOLID -0.34 90 deg Ice 3.150 50 50 50 151.2 8.7 1.71 0 0 0.00 0.00 19 Member X
Force Fy Cap Num Num Shear Bear Use Controls
Max Tension Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) %
LEG 0.00 0 0.00 0 0 0.00 0.00 0
HORIZ SOL - 3/4" SOLID 0.19 60 deg Ice 50 17.67 0 0 0.00 0.00 1 Meaner
DIAG SOL - 112" SOLID 0.24 60 deg Ice 36 5.65 0 0 0.00 0.00 4 Member
Page 6
Copynght Semaan Engineering Solutions, Inc
Site Number: 30606 Y 1/17/2013 10:11:24 AM
Location: Prior Lake, MN
Code: TIA/EIA -222 Rev F X
Force /Stress Summary
Section: 4 30 TYP Bot Elev (ft): 40.00 Height (ft): 20.000
Member Shear Bear
Force Len Bracing % Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls
LEG SOL -1 114" SOLID -12.39 90 deg Ice 1.92 100 100 100 73.6 27.0 33.15 0 0 0.00 0.00 37 Member X
HORIZ SOL - 3/4" SOLID -0.19 60 deg Ice 2.500 100 100 100 160.0 7.8 3.44 0 0 0.00 0.00 6 Member X
DIAG SOL - 1/2" SOLID -0.65 90 deg Ice 3.150 50 50 50 161.2 8.7 1.71 0 0 0.00 0.00 37 Member X
Force Fy Cap Num Num Shear Bear Use
Max Tension Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls
LEG SOL - 1 1/4" SOLID 1.75 60 deg No Ice 50 49.09 0 0 0.00 0.00 3 Member
HORIZ SOL - 3/4" SOLID 0.26 Normal Ice 50 17.67 0 0 0.00 0.00 1 Member
DIAG SOL - 1/2" SOLID 0.67 90 deg Ice 36 5.65 0 0 0.00 0.00 11 Member
Section: 5 30 TYP Bot Elev (ft): 60.00 Height (ft): 20.000
Member Shear Bear
Force Len Bracing % Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksl) (kip) Bolts Holes (kip) (kip) % Controls
LEG SOL -1 114" SOLID -10.59 60 deg Ice 1.92 100 100 100 73.6 27.0 33.15 0 0 0.00 0.00 31 Member X
HORIZ SOL - 3/4" SOLID -0.45 Normal Ice 2.500 100 100 100 160.0 7.8 3.44 0 0 0.00 0.00 13 Member X
DIAG SOL - 1/2" SOLID -0.97 90 deg Ice 3150 50 50 50 151.2 8.7 1.71 0 0 0.00 0.00 56 Member X
Force Fy Cap Num Num Shear Bear Use
Max Tension Member (Kip) Load Case (ksl) (kip) Bolts Holes Cap (kip) Cap(kip) % Controls
LEG SOL -1 1/4" SOLID 1.76 60 deg No Ice 60 49.09 0 0 0.00 0.00 3 Member
HORIZ SOL - 3/4" SOLID 0.54 60 deg Ice 50 17.67 0 0 0.00 0.00 3 Member
DIAG SOL - 1/2" SOLID 0.92 90 deg Ice 36 5.65 0 0 0.00 0.00 16 Member
Section: 6 30 TYP Bot Elev (ft): 80.00 Height (ft): 20.000
Member Shear Bear
Force Len Bracing % Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z KL /R (ksl) (kip) Bolts Holes (kip) (kip) % Controls
LEG SOL - 1 1/4" SOLID -12.13 60 deg Ice 1.92 100 100 100 73.6 27.0 33.15 0 0 0.00 0.00 36 Member X
HORIZ SOL - 3/4" SOLID -0.18 Normal Ice 2.500 100 100 100 160.0 7.8 3.44 0 0 0.00 0.00 6 Member X
DIAG SOL - 1/2" SOLID -0.46 Normal Ice 3.150 60 50 50 151.2 8.7 1.71 0 0 0.00 0.00 27 Member X
Force Fy Cap Num Num Shear Bear Use
Max Tension Member mg) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap(kip) % Controls
LEG SOL -1 1/4" SOLID 1.54 Normal Ice 50 49.09 0 0 0.00 0.00 3 Member
HORIZ SOL - 3/4" SOLID 0.23 60 deg Ice 50 17.67 0 0 0.00 0.00 1 Member
DIAG SOL - 1/2" SOLID 0.40 90 deg Ice 36 5.65 0 0 0.00 0.00 7 Member
Page 6
Copyright Semaan Engineering Solutions, Inc
Site Number: 30606 Y 1/17/201310:11:24 AM
Location: Prior Lake, MN
Code: TIA/EIA -222 Rev F K
Force /Stress Summary
Section: 7 30 TYP Bot Elev (ft): 100.0 Height (ft): 20.000
Member Shear Bear
Force Len Bracing % Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z KL /R (ksi) (kip) Bolts Holes (kip) (kip) % Controls
LEG SOL - 1 114" SOLID -9.14 60 deg Ice 1.92 100 100 100 73.6 27.0 33.15 0 0 0.00 0.00 27 Member X
HORIZ SOL - 3/4" SOLID -0.33 60 deg No Ice 2.500 100 100 100 160.0 7.8 3.44 0 0 0.00 0.00 9 Member X
DIAG SOL - 1/2" SOLID -1.20 90 deg Ice 3.150 50 50 50 151.2 8.7 1.71 0 0 0.00 0.00 70 Member X
Force Fy Cap Num Num Shear Bear Use
Max Tension Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap(kip) % Controls
LEG SOL - 1 114" SOLID 5.94 60 deg No Ice 50 49.09 0 0 0.00 0.00 12 Member
HORIZ SOL - 3/4" SOLID 0.39 Normal Ice 60 17.67 0 0 0.00 0.00 2 Member
DIAG SOL - 1/2" SOLID 1.22 90 deg Ice 36 5.65 0 0 0.00 0.00 21 Member
Section: 8 30 TYP Bot Elev (ft): 120.0 Height (ft): 5.000
Member Shear Bear
Force Len Bracing % Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z KL /R (ksi) (kip) Bolts Holes (kip) (kip) % Controls
LEG SOL - 1 114" SOLID -0.25 Normal No Ice 0.42 100 100 100 16.0 38.3 46.97 0 0 0.00 0.00 0 Member X
HORIZ SOL - 3/4" SOLID -0.04 Normal No Ice 2.500 100 100 100 160.0 7.8 3.44 0 0 0.00 0.00 1 Member X
DIAG SOL - 1/2" SOLID -0.10 Normal ice 3.254 50 50 50 156.2 8.2 1.60 0 0 0.00 0.00 6 Member X
Force Fy Cap Num Num Shear Bear Use
Max Tension Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls
LEG SOL -1 1/4" SOLID 0.07 Normal No Ice 50 49.09 0 0 0.00 0.00 0 Member
HORIZ SOL - 3/4" SOLID 0.02 Normal No Ice 50 17.67 0 0 0.00 0.00 0 Member
DIAG SOL - 1/2" SOLID 0.07 Normal No Ice 36 5.65 0 0 0.00 0.00 1 Member
Page 7
•
Copyright Semaan Engineering Solutions, Inc
Site Number: 30606 Y 1117/2013 10:11:24 AM
Location: Prior Lake, MN
Code: TIAIEIA -222 Rev F
Support Forces Summary
FX FY FZ
Load Case Node (kip) (kip) (kip) ( -) =Uplift (+) = Down
90 deg Ice Alb 0.71 -1.23 -0.60
Ala -9.07 -9.94 -5.00
Al -0.44 -5.50 5.49
1 -0.91 25.64 0.00
60 deg Ice Alb 1.89 -2.64 -1.48
Ala -9.19 -10.21 -5.31
Al -0.34 -2.63 2.38
1 -0.78 24.28 -0.45
Norm al Ice Alb 7.23 -8.31 -4.62
Ala -7.23 -8.31 -4.62
Al 0.00 -0.75 0.44
1 0.00 26.34 -0.89
90 deg No Ice Alb 0.35 -0.55 -0.26
Ala -5.84 -6.73 -3.29
Al -0.14 -3.57 3.49
1 -0.53 15.86 -0.02
60 deg No Ice Alb 1.06 -1.40 -0.74
Ala -5.81 -6.74 -3.36
Al -0.11 -1.39 1.28
1 -0.47 14.52 -0.27
Normal No Ice Alb 4.81 -5.68 -2.92
Ala -4.81 -5.68 -2.92
Al 0.00 -0.33 0.21
1 0.00 16.72 -0.50
Max Reactions (kip)
Base Anchl
Vertical 26.34 -10.21
Horizontal 0.91 10.62
Page 8
•
Copyright Semaan Engineering Solutions, Inc
Site Number: 30606 Y 1/17/2013 10:11:24 AM
Location: Prior Lake, MN
Code: TIA/EIA -222 Rev F X
Cable Forces Summary
Allow Applied
Elevation Tension Tension Use
Load Case (ft) Cable Node 1 Node 2 (kip) (kip) %
Normal No Ice 59.58 5116 EHS Al 36 5.60 0.02 0
5116 EHS Mb 36a 5.60 2.68 47
5/16 EHS Ala 36b 5.60 2.68 47
110.00 5/16 EHS Al T2 5.60 0.22 3
5116 EHS Ala T2b 5.60 2.76 49
5/16 EHS Alb T2a 5.60 2.70 48
5/16 EHS Alb T2 5.60 2.76 49
5/16 EHS Ala T2a 5.60 2.70 48
5/16 EHS Al T2b 5.60 0.22 3
60 deg No Ice 59.58 5/16 EHS Al 36 5.60 0.53 9
5/16 EHS Alb 36a 5.60 0.53 9
5/16 EHS Ala 36b 5.60 3.20 67
110.00 5116 EHS Al T2 5.60 0.75 13
5/16 EHS Ala T2b 5.60 3.23 57
5/16 EHS Alb T2a 5.60 0.70 12
6/16 EHS Alb T2 5.60 0.75 13
5/16 EHS Ala T2a 5.60 3.23 57
5/16 EHS Al T2b 5.60 0.69 12
90 deg No ice 59.58 5/16 EHS Al 36 5.60 1.63 29
5/16 EHS Mb 36a 5.60 0.14 2
5116 EHS Ala 36b 5.60 3.22 57
110.00 5/16 EHS Al T2 5.60 1.78 31
5/16 EHS Ala T2b 6.60 3.20 57
5/16 EHS Alb T2a 5.60 0.30 5
5/16 EHS Alb T2 5.60 0.33 5
5/16 EHS Ala T2a 5.60 3.23 57
5116 EHS Al T2b 5.60 1.70 30
Normal Ice 59.58 5/16 EHS Al 36 5.60 0.04 0
5/16 EHS Alb 36a 5.60 4.36 77
5/16 EHS Ala 36b 5.60 4.36 77
110.00 5/16 EHS Al T2 5.60 0.51 9
5/16 EHS Ala T2b 5.60 4.09 73
5116 EHS Alb T2a 5.60 3.82 68
5/16 EHS Alb T2 5.60 4.09 73
5/16 EHS Ala T2a 5.60 3.82 68
5/16 EHS Al T2b 5.60 0.51 9
60 deg Ice 59.58 5/16 EHS Al 36 5.60 0.95 16
5/16 EHS Alb 36a 5.60 0.95 16
5/16 EHS Ala 36b 5.60 5.45 97
110.00 5/16 EHS Al T2 5.60 1.49 26
5/16 EHS Ala T2b 5.60 4.81 85
5/16 EHS Alb T2a 5.60 1.36 24
5/16 EHS Alb T2 5.60 1.50 26
5/16 EHS Ala T2a 5.60 4.82 85
5116 EHS Al T2b 5.60 1.36 24
90 deg Ice 59.58 5/16 EHS Al 36 5.60 2.66 47
5/16 EHS Alb 36a 5.60 0.29 6
Page 9
•
c
Copyright Semaan Engineering Solutions, Inc
Site Number: 30606 Y 1/171201310:11:24AM
Location: Prior Lake, MN
Code: TIA/EIA - 222 Rev F X
5/16 EHS Ala 36b 5.60 6.35 95
110.00 5/16 EHS Al T2 6.60 2.84 50
5/16 EHS Ala T2b 5.60 4.60 82
5116 EHS Alb T2a 6.60 0.70 12
5/16 EHS Alb T2 5.60 0.77 13
5/16 EHS Ala T2a 5.60 4.76 84
5116 EHS Al T2b 5.60 2.56 45
Page 10
4
A
Copyright Semaan Engineering Solutions, Inc
Site Number: 30606 Y 1/17/2013 10:11:24 AM
Location: Prior Lake, MN
Code: TIA/EIA -222 Rev F / X
Deflections and Rotations 7/
Elevation Deflection Twist Sway
Load Case (ft) (ft) (deg) (deg)
69.28 mph Wind at 60 deg From Face with Ice 77.67 0.4429 0.0107 0.2026
91.92 0.4976 0.0025 0.1544
93.83 0.5024 0.0020 0.1417
110.00 0.5245 0.0002 0.0980
120.00 0.5507 0.0001 0.3466
69.28 mph Wind at 90 deg From Face with Ice 77.67 0.5597 - 0.0010 0.1455
91.92 0.6206 0.0001 0.1768
93.83 0.6262 0.0002 0.1619
110.00 0.6533 0.0002 0.1190
120.00 0.6832 0.0002 0.3632
69.28 mph Wind Normal To Face with Ice 77.67 0.6235 0.0001 0.4323
91.92 0.6931 0.0002 0.2113
93.83 0.6998 0.0002 0.1964
110.00 0.7363 0.0000 0.1517
120.00 0.7720 0.0001 0.3992
80.00 mph Wind at 60 deg From Face with No Ice 77.67 0.2409 0.0068 0.1556
91.92 0.2831 0.0013 0.1414
93.83 0.2878 0.0010 0.1362
110.00 0.3186 0.0001 0.1409
120.00 0.3518 0.0000 0.3871
80.00 mph Wind at 90 deg From Face with No Ice 77.67 0.3129 - 0.0017 0.1007
91.92 0.3670 - 0.0002 0.1889
93.83 0.3732 - 0.0001 0.1827
110.00 0.4174 0.0002 0.1896
120.00 0.4588 0.0001 0.4299
80.00 mph Wind Normal To Face with No Ice 77.67 0.3568 0.0001 0.3816
91.92 0.4199 0.0001 0.2269
93.83 0.4274 0.0001 0.2207
110.00 0.4822 0.0000 0.2266
120.00 0.5302 0.0000 0.4715
0.0000 0.0000 0.0000
Page 11
MEMO
To: Bob Hutchins
From: Michael Carriglio
Date: March 18, 2013
Re: City of Prior Lake Fees
Site ID: MN- MSP0033 —15777 S. Highway 13
Message:
Enclosed please find four (4) checks from
Clearwire made out to the City of Prior Lake for
the following:
1) Building permit fee ($ 1 03.00)
2) Plan check fee ($66.95)
3) State surcharge fee ($2.00)
4) BSI review and inspection fee ($2,750.00)
TOTAL = $2,921 .95
Please feel free to contact me with any questions
or concerns. Thank you.
Michael Carriglio 1 AZP Specialist — NC Motorola LTE 1 847.993.9678
Clearwire 9801 Higgins Road, Suite 200, Rosemont, IL 60018
michael.carriglio @clearwire.com
BADGER STATE INSPECTION LLC
Water Tower Specialist / Antenna, Evaluations, Inspection
P.O. Box 157 Osseo, WI 54758 (715) -533 -8686
February 24, 2013
Mr. Robert Hutchins By e-mail only
4646 Dakota Street SE
Prior Lake, MN 55372
RE: Proposal for the Clear Wire Antenna Upgrade on the South Hwy 13 Guyed Wire Tower
Located in Prior Lake, Minnesota. Clear Wire Site: MN- MPS0033T12.1
L. 101
Dear Mr. Hutchins;
This letter is to confirm the above referenced project estimated costs as follows:
Antenna Review (1 and 2 Fixed Fee $800.00
Any additional reviews will be charged at $300.00 per review.
Structural Review Fixed Fee $300.00
Inspection Services Fixed Fee $1,650.00
Total Cost $2,750.00
(Includes 0 shop visits within a 80 mile radius, 0 trips for welding inspection, 2 trips for field inspection
and 1 pre - construction meeting)
If additional inspections are required beyond the number specified above or BSI is called for a site visit
and the contractor is not ready, this site visit will be charged on a time and material basis. BSI will not
charge the City of Prior Lake for trips not used during this installation
Please sign, date, and send this letter back to Badger State Inspection LLC. BSI cannot proceed with
work on this project until we receive a signed contract. If you have any questions please call me at
715 - 533 - 8686.
Please e the signed proposals to kmulhern @badgerstateinspection.com
City of Prior Lake Date
Sincerely,
Badger State Inspection LLC.
X C, AIL_
,if.
Kelly C. Mulhern
C: \kcm \Proposals 2013\ Prior Lake, MN S. Hwy 13 Guyed Wire Tower Clear Wire Upgrade 02 -24 -2013
Badger State Inspection, LLC
Water Tower Specialist / Antenna, Evaluations, Inspection
P.O. Box 157 Osseo, WI 54758 715 -533 -8686
May 5, 2013
I3ob Hutchins By E -Mail only
Building Official
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
RE: Approval of the Structural Analysis Report for the Proposed Clear Wire Antenna Upgrade
on the South Highway 13 Guyed Wire Tower Located in the City of Prior Lake, Minnesota.
Clear Wire Site Number: MN- MSP0033T12.1
Site Name: Prior Lake —S HWY 13 & Candy Cove Trail SE
BSI Project WI 1099
Dear Mr. Hutchins:
BSI has reviewed the January 17, 2013 structural analysis report prepared by Semann Engineering
Solutions, LLC for the Clear Wire upgrade on the guyed wire tower located on S. Hwy 13 and Candy
Cover Trail SE. The report conclusions are acceptable and the report has now been signed by Thomas L.
Taylor Minnesota Licensed Engineer # 48562. BSI Recommends the city approve the conclusion of the
structural analysis report.
Let me know if you have any questions or comments,
Sincerely,
C, AIL
Kelly C. Mulhern
Owner
Badger State Inspection, LLC.
715 -533 -8686
CC: BSI Office File
c:\kcm\BSI\2013Antenna \WI1099 Prior Lake, MN S. Hwy 13 & Candy Cove Trail SE\ Clear Wire RRH Upgrade \\Approved Structural,05 -05- 2013 \.doc
1
.,o Hutchins
From: Bob Hutchins
Sent: Monday, March 25, 2013 5:13 PM
To: 'Michael Carriglio(Contractor)'
Subject: RE: Clearwire upgrade 15821 Franklin Tr MN- MSP0033 BP 13 -97
Attachments: 20130325165657227.pdf
Mr. Carriglio, The city is in receipt of the $2750.00 for Badger State Inspection, LLC (BSI) engineering review and inspection
services. Also we are in receipt of the $171.95 for the building permit fee. See the attached receipts. After the BSI plan review is
complete, I will email you the results. All of BSI's plan review comments must be address to their satisfaction before the building
permit is issued.
Thank you
Robert D. Hutchins
Building Official
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
952.447.9851 Fax 952.440.4263
City Email Updates. Sign up now.
From: Michael Carriglio(Contractor) [mailto: michael .carriglio @clearwire.com]
Sent: Monday, March 18, 2013 11:03 AM
To: Bob Hutchins
Subject: RE: Clearwire upgrade 15821 Franklin Tr MN- MSP0033
Bob,
I apologize as I was waiting on those checks to arrive. I received the four checks this morning from Clearwire and mailed
them out to you. You should be getting them by the end of this week.
Michael Carriglio 1 AZP Specialist 1 0: 847.993.9678
Clearwire LLC, 9801 Higgins Road , Suite220, Rosemont, IL 60018
michael.carriglioPclearwire.com 1 www.clearwire.com
CLEAR
From: Bob Hutchins [ mail to: BHutchins (aCityofPRIORLAKE.com]
Sent: Monday, March 18, 2013 10:54 AM
To: Michael Carriglio(Contractor)
Subject: RE: Clearwire upgrade 15821 Franklin Tr MN- MSP0033
Mr. Carriglio, In response to the email you sent last Thursday 3/ 14/13, asking where in the process we are for the above project: I am
awaiting a response from my 3/4/13 email attached below.
Thank you
1
L
Robert D. Hutchins
Building Official
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
952.447.9851 Fax 952.440.4263
City Email Updates. Sign up now.
From: Bob Hutchins
Sent: Monday, March 04, 2013 3:59 PM
To: 'Michael Carriglio(Contractor)'
Subject: RE: Clearwire upgrade 15821 Franklin Tr MN- MSP0033
Mr. Carriglio, Attached is the quote for the Badger State Inspection, LLC (BSI) engineering review and inspection services for the
Clearwire Franklin Tr antenna upgrade project located at 15821 Franklin Tr NE. The following are building permit and BSI's fees for
the project. The fees are based on a $3500.00 valuation for the project.
Permit fee 103.00
Plan check fee 66.95
MN State Surcharge fee 2.00
Badger State Review and Inspection 2,750.00
Total $2,921.95
The above BSI fee must be paid before they can start their review of the project. After the BSI plan review is complete, I will email
you the results. All of BSI's plan review comments must be address to their satisfaction before the building permit is issued. The
building permit fees can be paid now with the same check or before the building permit is ready to be issued.
Let me know if there is any further clarification needed.
Thank you
. _' Robert D. Hutchins
Building Official
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
952.447.9851 Fax 952.440.4263
City Email Updates. Sign up now.
From: Michael Carriglio(Contractor) [mailto: michael .carriglio(a>clearwire.com]
Sent: Tuesday, February 19, 2013 9:23 AM
To: Bob Hutchins
Subject: RE: Clearwire upgrade 15821 Franklin Tr MN- MSP0033
Thank you Bob, I appreciate it.
Please let me know if you need any additional information at this time for this site (MN- MSP0033) or the water tower
site (MN- MSP0353).
Michael Carriglio I AZP Specialist 1 0: 847.993.9678
Clearwire LLC, 9801 Higgins Road , Suite220, Rosemont, IL 60018
michael.carrigliot clearwire.com I www.clearwire.com
2
....EAR go
From: Bob Hutchins [ mailto :BHutchins@CityofPRIORLAKE.com]
Sent: Tuesday, February 12, 2013 11:01 AM
To: Michael Carriglio(Contractor)
Subject: RE: Clearwire upgrade 15821 Franklin Tr MN- MSP0033
Michael, I have contacted Badger State Inspections to find out where they are at and am awaiting a reply. Thanks
0
Robert D. Hutchins
Building Official
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
952.447.9851 Fax 952.440.4263
City Email Updates. Sign up now.
From: Michael Carriglio(Contractor) [ mailto: michael .carriglioC@clearwire.com]
Sent: Monday, February 11, 2013 1:30 PM
To: Bob Hutchins
Subject: FW: Clearwire upgrade 15821 Franklin Tr MN- MSP0033
Bob,
Could you please advise me as to the status of this application /review? Also, once I receive a cost estimate, I will be able
to order a check from Clearwire. Thank you.
Michael Carriglio 1 AZP Specialist 1 0: 847.993.9678
Clearwire LLC, 9801 Higgins Road , Suite220, Rosemont, IL 60018
michael.carriglio@clearwire.com 1 www.clearwire.com
6 CLEAR
From: Michael Carriglio(Contractor)
Sent: Friday, February 01, 2013 10:24 AM
To: 'Bob Hutchins'
Subject: RE: Clearwire upgrade 15821 Franklin Tr MN- MSP0033
Bob,
Thank you for the clarification. I was under the impression that Badger State Inspections only reviewed plans for water
towers in the City.
Attached please find the BP for the MN MSP0033 site with the estimated project cost. Once I get the estimate from
you, I will order a check from CW to get the process going. Please let me know if there is anything else you require at
this time. Thanks.
Michael Carriglio 1 AZP Specialist 1 0: 847.993.9678
Clearwire LLC, 9801 Higgins Road , Suite220, Rosemont, IL 60018
michael.carriglioPclearwire.com 1 www.clearwire.com
3
_.:AR 40
From: Bob Hutchins [mailto:BHutchins@ CityofPRIORLAKE.com]
Sent: Friday, February 01, 2013 9:41 AM
To: Michael Carriglio(Contractor)
Subject: Clearwire upgrade 15821 Franklin Tr MN- MSP0033
Mr, Carriglio, The city requires building permits for any project located within the city. The cities consulting engineer, Badger State
Inspections LLC, must review construction documents before a building permit is issued for the project. The consulting engineering
review and field inspection services must be paid by the applicant before their review starts.
I will forward the construction documents to our consulting engineer for their cost estimate for reviewing and inspecting the project.
After the estimate is received I will forward the cost onto you. Attached is a building permit application which is required to be
submitted to the building inspection department before the city starts our review. I hope this explains our process, feel free to email or
call with for clarification.
Thank you
, fat
" Robert D. Hutchins
Building Official
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
952.447.9851 Fax 952.440.4263
City Email Updates. Sign up now.
From: Michael Carriglio(Contractor) [ mailto: michael .carriglioCiclearwire.com]
Sent: Thursday, January 31, 2013 3:00 PM
To: Bob Hutchins
Subject: Clearwire Site MN- MSP0033 Equipment Plans
Bob,
Attached please find the drawings and passing structural analysis for Clearwire site MN- MSP0033 (15777 S. Highway 13,
Prior Lake, MN 55372). Just to be clear, does submitting the plans to you initiate the Prior Lake review process and once
that process concludes, Clearwire is eligible to pay and file for a building permit? The other site in Prior Lake we are
working on together is a water tower and I know that has different requirements. Please advise at your earliest
convenience. Thank you.
Michael Carriglio 1 AZP Specialist 1 0: 847.993.9678
Clearwire LLC, 9801 Higgins Road , Suite220, Rosemont, IL 60018
michael .carrigIioPclearwire.com 1 www.clearwire.com
CLEAR
This email may contain confidential and privileged material for the sole use of the intended recipient. Any
review, use, distribution or disclosure by others is strictly prohibited. If you are not the intended recipient (or
authorized to receive for the recipient), please contact the sender by reply email and delete all copies of this
message.
4
Badger State Inspection, LLC
Water Tower Specialist / Antenna, Evaluations, Inspection
P.O. Box 157 Osseo, WI 54758 715- 533 -8686
April 7, 2013
I3ob Hutchins By E -Mail only
Building Official
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
RE: Initial Review of the Proposed Clear Wire Antenna Upgrade on the South Highway 13
Guyed Wire Tower Located in the City of Prior Lake, Minnesota.
Clear Wire Site Number: MN- MSP0033T12.1
Site Name: Prior Lake —S HWY 13 & Candy Cove Trail SE
BSI Project WI 1099
Dear Mr. Hutchins:
Thank you for providing BSI with the opportunity to assist the City of Prior Lake with this project.
Badger State Inspection (BSI) has completed the initial review of the Sprint (Rev 0) drawings
dated 01 -10 -2013 for the antenna upgrade on the S Hwy 13 & Candy Cove Trail SE Guyed Wire
tower. It appears that this installation consists of removing three (3) existing DAP heads one (1) per
sector and installing a new fiber and DC power from the cabinets on the ground to all three sectors, and
installing three (3) new Samsung nRRHv2 radios one (1) per sector. Te existing three (3) antennas and
three (3) microwave dish antennas will remain.
BSI has reviewed the drawings provided by Clear Wireless regarding the proposed nRRHv2 upgrade/
installation and has the following observations and recommendations to forward to Clear Wire:
Drawing T -1 in the Project Sumary column i lease add the following under Owner's Contact
information:
Jacob The' en
ainte . nce Manager
66 • t, • Prior Lake
46 . Dakota Street SE
P or L. e, MN 55372 \C
'52) 447 -` :'9 \l�
1
Please add the following to the drawings: Include an additional section titled As- Builts Plans. Item
1 shown read as follows: At the completion of the installation, Clear Wireless shall be responsible for
providing the City with a set of final as -built drawings. It is the contractor's responsibility to document
and report any changes made during construction so the work is accurately shown on the as -built plans.
Please add the following to the drawings: Please provide a label on the door of the equipment building
to clearly identify Clear Wireless contact information. Also add an identifying label to the back side of all
Clear Wireless antennas on the balcony. Identify the Clear Wire coax cables at grade level where they exit
the underground PCV. This will help the owner identify Sprint's equipment and contact information if
there becomes an issue with the equipment. Information on the label should include but is not limited to
the following:
1. Equipment Cabinet:
a. Clear Wireless
b. Site Number
c. Site name
d. Contact name and contact information(Corporate and Local)
2. Cables and Antennas:
0 �
a. Clear Wireless
Under T2 General Notes Add the Following: The d awings should include an additional section titled
As -Built Plans and should re. 6 • o ows: - - C 11 • on of the installation, Clear Wire shall be
responsible for providing the City with a set of final as -built drawings It is the contractor's responsibility
to document and report any Chang as e . urmg co s uc ion . e work is accurately shown on the as-
built plans.
These recommendations should be incorporated into the construction drawings and an updated copy
provided for our review, in addition to the one provided to the City of Prior Lake. Following final review
royal, a preconstruction conference with Clear Wireless, their contractor and subcontractor(s), the
City of Prior La and BSI should be scheduled to discuss the construction.
If you have any questions, feel free to contact me at 715 -533 -8686.
Sincerely,
Kelly C. Mulhern
Owner
Badger State Inspection, LLC.
715 -533 -8686
CC: BSI Office File
c:\kcm\BSI\2013Antenna \WI1099 Prior Lake, MN S. Hwy 13 & Candy Cove Trail SE\ Clear Wire RRH Upgrade\Review Number 1, 4- 07- 2013 \.doc
2
Badger State Inspection, LLC,
Water Tower Specialist / Antenna, Evaluations, Inspection
P.O. Box 157 Osseo, WI 54758 715 - 533 -8686
April 7, 2013
Bob Hutchins By E -Mail only
Building Official
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
RE: Rejected Structural Analysis Report for the Proposed Clear Wire Antenna Upgrade on the
South Highway 13 Guyed Wire Tower Located in the City of Prior Lake, Minnesota.
Clear Wire Site Number: MN- MSP0033T12.1
Site Name: Prior Lake —S HWY 13 & Candy Cove Trail SE
BSI Project WI 1099
Dear Mr. Hutchins:
BSI has reviewed the January 17, 2013 structural analysis report prepared by Semann Engineering
Solutions, LLC for the Clear Wire upgrade on the guyed wire tower located on S. Hwy 13 and Candy
Cover Trail SE. Although we concur with the conclusion of the report, BSI will not accept the results of
the report unless the report is signed by a licensed engineer in the State of Minnesota.
We ask that Clear Wire resubmit the report properly signed by an Minnesota licensed engineer.
Let me know if you have any questions or comments,
Sincerely,
C ,
Kelly C. Mulhern
Owner
Badger State Inspection, LLC.
715 -533 -8686
CC: BSI Office File
c: \kcm\BSI\2013Antenna \WI1099 Prior Lake, MN S. Hwy 13 & Candy Cove Trail SE\ Clear Wire RRH Upgrade \\ Rejected Structural,0 4- 07- 2013 \.doc
1
Badger State Inspection, LLC
Water Tower Specialist / Antenna, Evaluations, Inspection
P.O. Box 157 Osseo, WI 54758 715 -533 -8686
April 10, 2013
Bob Hutchins By E -Mail only
Building Official
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
RE: Initial Review of the Proposed Clear Wire Antenna Upgrade on the South Highway 13
Guyed Wire Tower Located in the City of Prior Lake, Minnesota.
Clear Wire Site Number: MN- MSP0033T12.1
Site Name: Prior Lake —S HWY 13 & Candy Cove Trail SE
BSI Project WI 1099
Dear Mr. Hutchins:
Thank you for providing BSI with the opportunity to assist the City of Prior Lake with this project.
Badger State Inspection (BSI) has completed the initial review of the Sprint (Rev 0) drawings
dated 01 -10 -2013 for the antenna upgrade on the S Hwy 13 & Candy Cove Trail SE Guyed Wire
tower. It appears that this installation consists of removing three (3) existing DAP heads one (1) per
sector and installing a new fiber and DC power from the cabinets on the ground to all three sectors, and
installing three (3) new Samsung nRRHv2 radios one (1) per sector. The existing three (3) antennas and
three (3) microwave dish antennas will remain.
BSI has reviewed the drawings provided by Clear Wireless regarding the proposed nRRHv2 upgrade/
installation and has the following observations and recommendations to forward to Clear Wire:
Please add the following to the drawings: Include an additional section titled As- Builts Plans. Item
1 shown read as follows: At the completion of the installation, Clear Wireless shall be responsible for
providing the City with a set of final as -built drawings. It is the contractor's responsibility to document
and report any changes made during construction so the work is accurately shown on the as -built plans.
Please add the following to the drawings: Please provide a label on the door of the equipment building
to clearly identify Clear Wireless contact information. Also add an identifying label to the back side of all
Clear Wireless antennas on the balcony. Identify the Clear Wire coax cables at grade level where they exit
the underground PCV. This will help the owner identify Sprint's equipment and contact information if
there becomes an issue with the equipment. Information on the label should include but is not limited to
the following:
1. Equipment Cabinet:
1
a. Clear Wireless
b. Site Number
c. Site name
d. Contact name and contact information(Corporate and Local)
2. Cables and Antennas:
a. Clear Wireless
Under T2 General Notes Add the Following: The drawings should include an additional section titled
As -Built Plans and should read as follows: At the completion of the installation, Clear Wire shall be
responsible for providing the City with a set of final as -built drawings. It is the contractor's responsibility
to document and report any changes made during construction so the work is accurately shown on the as-
built plans.
These recommendations should be incorporated into the construction drawings and an updated copy
provided for our review, in addition to the one provided to the City of Prior Lake. Following final review
and approval, a preconstruction conference with Clear Wireless, their contractor and subcontractor(s), and
BSI should be scheduled to discuss the construction.
If you have any questions, feel free to contact me at 715 -533 -8686.
Sincerely,
Kelly C. Mulhern
Owner
Badger State Inspection, LLC.
715 -533 -8686
CC: BSI Office File
c'kcm\BSI\2013Antenna \WI1099 Prior Lake, MN S. Hwy 13 & Candy Cove Trail SE\ Clear Wire RRH Upgrade\Review Number 1, 4 -10- 2013 \.doe
2
Bob Hutchins
From: Bob Hutchins
Sent: Monday, April 08, 2013 4:02 PM
To: 'Kelly Mulhern'
Cc: Michael Carriglio
Subject: RE: WI 1099 Prior Lake, MN S. Hwy 13 & Candy Cove Trail SE Guyed Wire Tower Review
No. 1
Kelly, This is a privately owned tower and as such we do not require that Jake Theisen is the contact person. Also the city does not
need to be at the preconstruction meeting. Please draft another letter with the above corrections.
Thank you
os "40
Robert D. Hutchins
Building Official
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
952.447.9851 Fax 952.440.4263
City Email Updates. Sign up now.
From: Kelly Mulhern [ mailto: kmulhern @badgerstateinspection.com]
Sent: Sunday, April 07, 2013 4:20 PM
To: Bob Hutchins
Cc: Michael Carriglio
Subject: WI 1099 Prior Lake, MN S. Hwy 13 & Candy Cove Trail SE Guyed Wire Tower Review No. 1
Bob,
Attached is my review of the Clear Wire drawings for the guyed wire tower on S Hwy 13 and Candy Cove Trail. There
were only a few items that will require changes to the drawings.
Sincerely,
Xef"
Kelly C. Mulhern
Owner
Badger State Inspection, LLC
715 - 533 -8686
1
Bob Hutchins
From: Bob Hutchins
Sent: Wednesday, May 01, 2013 5:35 PM
To: Michael Carriglio(Contractor) (michael.carriglio @clearwire.com)
Cc: kmulhern @badgerstateinspection.com
Subject: Clearwire upgrade 15821 Franklin Tr MN- MSP0033 BP 13 -97
Attachments: WI 1099 Prior Lake MN , S. Hwy 13 Guyed Wire TowerClear Wire Rev No 1 April 10,
2013.docx; WI 1099 Prior Lake MN , S. Hwy 13 Guyed Wire TowerClear Wire Rejected
S....docx
Michael, The items that are left to complete for this project are the two BSI plan review letters. See attached letters that BSI had
forwarded onto each of us on the date of the plan review. After the items in each plan review letter has been reviewed and approved
by BSI, the building permit will be issued.
Thank you
0
" ' Robert D. Hutchins
Building Official
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
952.447.9851 Fax 952.440.4263
City Email Updates. Sign up now.
From: Kelly Mulhern [mailto: kmulhern @badgerstateinspection.com]
Sent: Wednesday, April 10, 2013 10:45 AM
To: Bob Hutchins
Cc: 'Michael Carriglio'
Subject: RE: WI 1099 Prior Lake, MN S. Hwy 13 & Candy Cove Trail SE Guyed Wire Tower Review No. 1
Bob,
Thank you for your comments,
I have made the corrections noted on your e-mail to drawing review No.1 for the Clear Wire upgrade to the Guyed Wire
tower.
Michael disregard the earlier review letter dated 4 -7 -2013 and replace with the attached review letter dated 4 -10 -2013.
Let me know if you have any questions,
Sincerely,
X Cf
Kelly C. Mulhern
Owner
Badger State Inspection, LLC
715 - 533 -8686
1
rrom: Bob Hutchins [ mailto :BHutchinsCtCityofPRIORLAKE.com]
Sent: Monday, April 08, 2013 4:02 PM
To: Kelly Mulhern
Cc: Michael Carriglio
Subject: RE: WI 1099 Prior Lake, MN S. Hwy 13 & Candy Cove Trail SE Guyed Wire Tower Review No. 1
Kelly, This is a privately owned tower and as such we do not require that Jake Theisen is the contact person. Also the city does not
need to be at the preconstruction meeting. Please draft another letter with the above corrections.
Thank you
k
VOA
" Robert D. Hutchins
Building Official
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
952.447.9851 Fax 952.440.4263
City Email Updates. Sign up now.
From: Kelly Mulhern [ mailto: kmulhern (abadgerstateinspection.com]
Sent: Sunday, April 07, 2013 4:20 PM
To: Bob Hutchins
Cc: Michael Carriglio
Subject: WI 1099 Prior Lake, MN S. Hwy 13 & Candy Cove Trail SE Guyed Wire Tower Review No. 1
Bob,
Attached is my review of the Clear Wire drawings for the guyed wire tower on S Hwy 13 and Candy Cove Trail. There
were only a few items that will require changes to the drawings.
Sincerely,
C' AI/
Kelly C. Mulhern
Owner
Badger State Inspection, LLC
715 - 533 -8686
2
BADGER STATE INSPECTION L L C
Water Tower Specialist / Antenna, Evaluations, Inspection
P.O. Box 157 Osseo, WI 54758 ( 715) -533 -8686
February 24, 2013
Mr. Robert Hutchins By e-mail only
4646 Dakota Street SE
Prior Lake, MN 55372
RE: Proposal for the Clear Wire Antenna Upgrade on the South Hwy 13 Guyed Wire Tower
Located in Prior Lake, Minnesota. Clear Wire Site: MN- MPS0033T12.1
Dear Mr. Hutchins; tit) t j : it
This letter is to confirm the above referenced project estimated costs as follows:
(S
Antenna Review (1 and 2 Fixed Fee $800.00 651 1 0 /
( � l I
te
Any additional reviews will be charged at $300.00 per review.
Structural Review Fixed Fee $300.00
Inspection Services Fixed Fee $1,650.00 , i
f° 41
Total Cost $2,750.00 '' ( 415
(Includes 0 shop visits within a 80 mile radius, 0 trips for welding inspection, 2 trips for field inspection
and 1 pre- construction meeting)
If additional inspections are required beyond the number specified above or BSI is called for a site visit
and the contractor is not ready, this site visit will be charged on a time and material basis. BSI will not
charge the City of Prior Lake for trips not used during this installation
Please sign, date, and send this letter back to Badger State Inspection LLC. BSI cannot proceed with
work on this project until we receive a signed contract. If you have any questions please call me at
715 - 533 -8686.
PI e e -mail the signed proposals to kmulhern @badgerstateinspection.com
City of Prior Lake Date
Sincerely,
Badger State Inspection LLC.
Kelly C. Mulhern
C: \kcm \Proposals 2013\ Prior Lake, MN S. Hwy 13 Guyed Wire Tower Clear Wire Upgrade 02 -24 -2013
Badger State Inspection, LLC Invoice
P. O. Box 157
Osseo, WI 54758 Date Invoice #
5/30/2013 100121
Bill To Project Description
City of Prior Lake Clear Wire Antenna Upgrade
Bob Hutchins ply
4646 Dakota Street SE S Hwy 13 Guyed Wire Tower
Prior Lake, MN 55372 MN MP50033T12.1
3 4°a1
Site Number PO Number Terms BSI Project No.
MPS0033T12.1 Net 30 WI 1099
Quantity Description Amount
1 Antenna Review 800.00
1 Structural Review 300.00
tC
M" b6)41
D
SUN 0 5 2013
If you should have any questions,
By , ""'"�� do not hesitate in contacting me.
Thanks Marilyn Manthey
715 597 2330
Total $1,100.00
Phone # E -mail NP Email Contact
715 - 533 -8686 kmulhem @badgerstatcinapection.com eputay @badgerstateinspection.com
BADGER STATE INSPECTION. LLC
Water Tower Specialist / Antenna, Evaluations, Inspection
P.O. Box 157 Osseo, WI 54758 715 -533 -8686
November 1, 2013
Bob Hutchins By E -Mail only
Building Official
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
RE: RRU Upgrade Approval for the Clear Wire Installation on the South Hwy 13 Guyed
Wire Tower Located in the City of Prior Lake, Minnesota.
Clear Wire Site Number: MN- MSP0033T12.1
Site Name: Prior Lake- S Hwy 13 & Candy Cove Trail SE
BSI Project WI 1099
Dear Mr. Hutchins:
Badger State Inspection (BSI) has completed the final inspection of the Clear Wire RRU upgrade on
South Hwy 13 Guyed Wire tower and unless the City of Prior Lake has any outstanding requirements, we
recommend you accept this project as complete.
If you have any questions, feel free to contact me at 715 -533 -8686
Sincerely,
Kelly C. Mulhern
Owner
Badger State Inspection, LLC.
715 -533 -8686
CC: BSI Office File
c:\kcm\BSI\2013Antenna \WI1 1099 Prior Lake, MN\ S. Hwy 13 Guyed Wire Tower \Clear Wire RRU Upgrade\Project Acceptance November 1,
2013.doc
1
BADGER STATE INSPECTION, LI,C
ANTENNA PROJECT ACCEPTANCE CERTIFICATE
BSI PROJECT NO. & NAME: WI 1099 CITY OF Prior Lake, MN
CARRIER Clear Wire Site No MN-MSP02033 T12.1
OWNER/CLIENT: Jake Theisen City of Prior.)ce MN (952) 447-9899
TOWER DESIGNATION: S. Hwy 13 Guyed Wire Tower
PROJECT DESCRIPTION: Clear Wire RRU U • Irade
GENERAL CONTRACTOFJFOREMAN: Finished By Mill City on 10-01-2013
• DRAWING REVIEW: K Mulhern Date Corn • leted: 05-06-2013
• SHOP PAINT INSPECTOR: Date Completed: None
• WELD CONTRACTOR: N/A Date Completed: None
• _YIELD PAINTING CONTRACTOR: None Date Completed N/A
• CLEAR WIRE CONSTRUCTION MANAGER: Patrick McIntire SAC Wireless 763-
229-1466
• FINAL WALKTHROUGH: K. Mulhern Date Completed: November 1, 2013
• AS BUILT DRAWINGS: As Builts are not required
EXTERIOR Primer None Color
Finish None Color:
DATE OF COMPLETION: October 1, 2013
ANY PUNCH LIST ITEMS: YES NO X (IF YES SEE PUNCHLIST)
BSI PRIMARY INSPECTOR: K. Mulhern
BSI SUPERVISOR: K. Mulhern NACE No. 1692
DATE: November 1, 2013
SIGNATURE: 71
Punch List Items:
Interior: None
Exterior: None
Interior Dry: N/A
Misc: None
1 of 1