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HomeMy WebLinkAboutBuilding Permit 13.0097 . ... . . . . . . 5 00 0 c ❑000 o > ■n n n O co _ s ��� § & § �� ci a o xl 73 0 m > m .. m 0 m k r m m m \ z §■ § ■ �� %% .� � � § b -I m z 0 Z 0 S. S } 4 ; 9 > m . d o o �� z q z o 7 ›- m a o \ O � 5 , 3 2 % z 2 0§ 000000 x § m m mrna� % o -1 z o o . nc ��c § �' ' �� 0 m § § >G 0 3 m z' § 0 0 z Z / -3 z # m r v - D 2 m / A . 0 § m 0 . § 000000 , : . z ■ Qmmn§ § rts 0 §mm3 ! hi 0 -mm 4 F1 � 72�� f T j r 0 Q,1 Yxjo\ CITY OF PRIOR LAKE BUILDING PERMIT, Dat R ec d � TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT � r l �'N E 5 ° � 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 v k : `�� . ' 6i : ` �� ' -gi � a Y • 4 4 fjSsu 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. V N O 0 IV E0 w o -o S 2 a S 5 M o o C 0 R C C 10 a) C z . C N ._ 0 p, 7 C d ao d: a c 0. 0 ad A -i to d y d a j $ E E < e `o m 0 2 r 0 ` 4 xOaE0 }r0,. 03 e m ggo ' �•- yy L N 0 r Jyy C 0 • a 00 O O - F d Y u ws VN:51 C L j u- .. .. e W [7 Co3 >FFr U e O - — c 0 C to M J O Qa -•N V y 0 Q N d MMMM 0 Uvlroor CO J CD E E g. MM Mr rr O t L O O O to O O 0004.700 U. > u) m C G•C H 'rp I a•A O ' pMON a) , 1010 OIQL v~ - A X F aaoT >in m a r N L r Oo000 op0 01 � . N y Oo0 . .11 O 00000 . _ N N NN N OHrI Ah ■ O O 00 c *2' m ▪ m" :-",1".,. ="= m>rn LL x00000 a1 P. 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( *I*l/eiinQ3f`* Inr1R+Y 240∎71:-M�+MZii 1 IC4E10: +Ri#at I*14IN F.14.1.06-11 43:+R1i.•r. l .Me m 1 Y n ti Y VI t'q ai VI 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