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Sawtooth Wireless Antenna Addition CZC A-2016-0084CERTIFICATE OF ZONING COMPLIANCE REPORT DATE: April 6, 2016 TO: Patti Kari, Fuller Consulting He FROM: C.Jay Coles, Assistant City Planner SUBJECT: Sawtooth Wireless Antenna Addition - CZC - A-2016-0084 OWNER: West Ada School District DESCRIPTION OF APPLICANT'S REQUEST The applicant, Patti Kari, requests Certificate of Zoning Compliance (CZC) approval to locate additional equipment on an existing wireless communications facility on 39.027 acres of land in the R-4 zoning district. The site is located at 3730 N Linder Road. DECISION The applicant's request for Certificate of Zoning Compliance is approved with the conditions listed in this report. Note: This is not a building permit. Please contact Building Services at (208) 887-2211 to verify ifyou need a building permit and/or inspection. If you do need a building permit, you must complete that process before you commence the use or construction. Please contact Building Services for additional details about building permits and inspections. Process Conditions of Approval 1. No signs are approved with this application. Prior to installing any signs on the property, the applicant shall submit a sign permit application consistent with the standards in UDC Chapter 3 Article D and receive approval for such signs. 2. The applicant shall complete all improvements related to public life, safety, and health as set forth in UDC 1 I -5C -3B. A surety agreement may be accepted for other improvements in accord with UDC 11 -5C -3C. 3. The site plan prepared by SSC on March 4, 2016, labeled A-1, is approved as shown in Exhibit B. 4. The elevations prepared by SSC on March 4, 2016, labeled A-2, are approved as shown in Exhibit C. 5. The approved site plan, landscape plan and/or elevations may not be altered without prior written approval of the City of Meridian Planning Division. 6. The applicant shall pay any applicable impact fees prior to the issuance of a building permit. 7. If any changes must be made to the site plan to accommodate ACHD requirements, the applicant shall submit a new site plan to the City of Meridian Planning Division for approval prior to issuance of the building permit. 8. The applicant shall complete all required improvements prior to issuance of a Certificate of Occupancy. It is unlawful to use or occupy any building or structure until the Building Official has issued a Certificate of Occupancy. Conditions Document 1 Sawtooth. Wireless. Antenna Addition - CZC - A-2016-0084 Ongoing Conditions of Approval 1. The applicant and/or assigns shall have the continuing obligation to provide irrigation that meets the standards as set forth in UDC 11-313-6 and to install and maintain all landscaping as set forth in UDC 11-313-5, UDC 11-313-13 and UDC 11-313-14. 2. The applicant shall comply with the outdoor storage as an accessory use standards as set forth in UDC 11-3A-14. 3. The project is subject to all current City of Meridian ordinances and previous conditions of approval associated with this site (CUP -12-006; CZC-13-008; ALT -13-005). 4. The issuance of this CZC does not release the applicant from any previous requirements of the other permits issued for the site. 5. The applicant has a continuing obligation to comply with the outdoor lighting provisions as set forth in UDC 11-3A-11. 6. The applicant and/or assigns shall have the continuing obligation to meet the specific use standards for the proposed use as set forth in UDC 11 -4-3-43. CITY COUNCIL REVIEW The applicant or a party of record may request City Council review of a decision of the Director. All requests for review shall be filed in writing with the Planning Division on or before April 21, 2016, within fifteen (15) days after the written decision is issued, and contain the information listed in UDC 11 -5A -6B. If City Council review of the decision is not requested, the action of the Director represents a final decision on a land use application. You have the right to request a regulatory taking analysis under Idaho Code 67-8003. EXPIRATION Certificates of Zoning Compliance issued in conjunction with a proposed use shall expire if the use has not commenced within one year of the date of issuance of the Certificate of Zoning Compliance. Certificates of Zoning Compliance issued in conjunction with construction or alteration of a structure shall expire if the construction or alteration has not commenced within one year of the date of issuance of the Certificate of Zoning Compliance. In accord with the above provisions, the subject Certificate of Zoning Compliance is valid until April 6, 2017. EXFHBITS A. Vicinity Map B. Site Plan (dated: March 4, 2016) C. Elevations (dated: March 4, 2016) Conditions Document 2 Sawtooth Wireless Antenna Addition - CZC - A-2016-0084 A. Vicinity Map Vicinity Map D les 14 OF rent Basin Dr rhe'mtmm&bn shown an Mm map mapped from various Legend W c a,,,ce: ane la sub as u coma. m afdn. me cav m a' n,,,,a,mavaa at wananb or masmala a:m ua aoomoi. aArea of Impact W Monument St as=.raw-... as.. aerscomnbeoeg of aov of ue .1a _ pmwea'. ane e u IaµY-pooabJny for the .'Parcels - Mandy �, a u on nor ... ad nn mi; map R-1 i�L _ F W Creeceat St u m Wbse z m L -O mite 6t IN Yosemite Do pa 1�3b wBellagib Dr W Antou4 W Antan Dr as q a °n V• b 3 mC ctl as zEa' Q i41 Uat Y Zu 4 s"z z as W9an lReVall mo Dr W-0+"ry Dr R4 as an W LenC Y O Ranch St asz a Ea W Ashton Dc - R8 z - 3m a W Quiet Peak Stzr7 x R4 = W APPIe Ploe St z WAPPIe ^ Plnest ° as a' M ° vRLII �.::_ n a ^'me Dr 8 ids WWooaplaal�'� W reeve Or as —_ st CC E IDIZ \ IAN£ DANO Print Date : 4I6I2016 `IJ Conditions Document 3 Sawtooth Wireless Antenna Addition - CZC - A-2016-0084 B. Site Plan (dated: March 4, 2016) Conditions Document 4 Sawtooth Wireless Antenna Addition - CZC - A-2016-0084 �S IDAHO _ CONSULTING ....,.-LLC T.. AIFRIOLAN REIB • • ... � �� f+l ( �• I ISN6v0 Ir srrErux 41't Conditions Document 4 Sawtooth Wireless Antenna Addition - CZC - A-2016-0084 C. Elevations (dated: March 4, 2016) Conditions Docutnent 5 Sawtooth Wireless Antenna Addition -CSC -A-2016-0084 e•�,..- sem^ I_ i� aw ;I'ij`'i MO CONSULTING LLC _^-REN $$C NFAOIANRQO i•a w I IA1RW1 . _ Conditions Docutnent 5 Sawtooth Wireless Antenna Addition -CSC -A-2016-0084 Type of Review Requested Administrative Review Applicant Informatiion Planning Division ADMINISTRATIVE APPLICATION File number: A-2016-0084 Assigned Planner: C.JalylColes /- Z Related Files: C UP— I? — `W6 ) � 1I / - g; AZ -7- 13-605 Applicamname: PATTI KART, FULLER CONSULTING LLC Phone: 2088673347 Applicant address: 4846 NARROW VILLA WAY Zip: 83703 Email: Patti.kari@fullerconsultinglle.com Ownername: MERIDIAN JOINT SCHOOL DIST N0.2 Phone: Fax: Owneraddress: 1303E CENTRAL DR zip: 83642 Email: Agent name (e.g. architect, engineer, developer, representative): PATTI KARI Firmname: FULLER CONSULTING LLC Phone: 2088673347 Fax: Add ess: 4846 NARROW VILLA WAY zip: 83703 Email: Patti.kari@fullerconsultingllc.com Contactname: PATTI KARI Phone: 2088673347 Fax: Contactaddress: 4846 NARROW VILLA WAY Zip: 83703 Email: Patti.kari@fullerconsultingllc.com Subject Property Information Location/street address: 3730 N LINDER RD Assessor's parcel number(,): 50436325411 Township, range, section: 4N 1 W36 Project Description Project/Application Name: Sawtooth Wireless Antenna Addition - CZC SOW- LTE 3C 4C combined scope- AT&T proposes to Remove (3) Powenvave P65 -16 -XLH -RR and Description of Work: replace with (3) KMW AM -X -CD -16 -65 -OOT -RET. Remove (3) TMA Andrew E15S09P78 -850BP and replace with (3) TMA Kaelus TMA2061 F1V1-1. Add (3) Kathrein 80010892-V01 (3) RRH4x25-WCS-4R(3) RRH2x40-AWS+RDEM(1) Raycap DC6-48-60-18-8F (2) DC. 33 E Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208)884-5533 • Facsimile: (208) 888-6854 • Website: www.meridaincity.org I Information APPLICATION TYPES Is this application exempt from fees?: Certificate of Zoning Compliance - CZC: Does project have prior approval?: PROPERTY INFORMATION General Location: Current Land Use: Total Acreage: Prior Approvals (File Numbers): No CHECKED Yes 3730 NORTH LINDER ROAD MERIDIAN ID 83646 telecommunication site NA unknown 33 E Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208)884-5533 • Facsimile: (208) 888-6854 • website: www.rneridaincity.org 2 t ? d p J d gg��€ Z r ry RZ m € AiF��6g 1 III I qo w 1 Ii ya 'ym z G' iI a Yz� g w > o z � i Ii I I o e8 w a IIII a¢ o b 3 a rc 58151 S a lz 93`. nQBQ ✓arc KZ vNi N o z z K Vlo 1n7 F Ci. ffiil -N Aek i e'„ di z o at z o �C Bio rc i m I '- U d _ e SII R E' E z n � 4 t O 8 r a o� a wa � O z 0 gym � 6 p �� 8 o w �♦ �n En wf w � z : � ", z=� o C E 5 8 _ �u I Gg. 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O O O 55 o�F 00 Bio 1 0000 n 00 00 C _ - _ °� uYs�lle_e �o a 1 ° 00 m w E oo OOO O _ O 00LA 0 'o I 3�n5 a� �� s M 0 J g8Times 94Ay `� ,c°g93p 6 3x g 3mP po,6 H UH 39F &LL �� N u= F Y J J 6� 2 °�wi3 m N _z6z �Y �3 tl e� � N 22 tg 94 — � Dili :( ([\( \G }. ! i - ` - - Io)! . i1 H2 ! ( ! (!! / § § ( § / < - \` ) r SBA Site ID/Name: ID16928-A-01 / Meridian 2, ID Amendment App ID #: 30325 / SBA Site ID: Site Address: 3730 N. Linder Road, Meridian, ID 83646 ID16928-A-01 AT & T at Meridian 2, ID / Tenant ID:11564680.MERIDIAN RELO AFFIDAVIT OF LEGAL INTEREST STATE OF IDAIIO COUNTY OF ADA I, � ld7Uwyv\ (name) Marian (city) being first duly sworn upon, oath, depose and say: 3730 NORTH LINDER ROAD Idaho (address) (state) 1. That I am the record owner of the property described on the attached, and I grant my permission to: Patti Kari B Idaho Consulting LLC 1775 W. State St #293 Boise, ID 83702 (name) (address) to submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this 7 day (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. �«Y BYitlpp9ib8pii �l r L " OTA R kl `c� P (Notary Public for Idaho) 20 LL « Residing at: e 2e,: :c« ,3�dc-4v s.0 \« (`Bt,tt„.*` ,X My Commission Expires: ,%!/ Q 2 OF 4i�i>8ilbb(f b«bbfb 33 F Broadway Suite 210 « Meridian, Idaho 83642 Phone: (208) 884.5533 « Facsimile: (208) 888-5678 « website: www.mcddiancity.org TM FORM Rafxmtao COURTESY OR AOA J. -avm DB I�4 ALLIANCE TITLE & ESCROW0 5 READ a A"ll"D NY GRANTEASh ROER R U FEF /_-.---DEPUTY 4:35 100100902 f ALLIANCE TITLE ARM THIS UNa Fre 011001401604 DATA Order No.: 00089795 LNB CORPORATE WARRANTY DEED FOR VALUE RECEIVED, MOORE OR LES, INC. . a Corporation orowaad and eRhthV under the lows of the State of Idaho, with its principal ofRa at 1185 OSPREY RIDGE NAME, IDAHO 63616 of Courcy of ADA , State of Idaho, GRANTOR, hereby GRANT, BARGAIN, SELL AND CONVEY unto JOINT SCHOOL DIMICT MD. 2 GRANTEEIS), whose ourrsrtt address is: 911 M3RIDIAN ST., MERIDIAN, IDAHO 83642 the following desa@ed nark property located in ADA Counp, State of Idaho, more particularly desorlbsd n foliowa, to wit. As bet forth on the attached HIMBIT W, which by this reference becomes a part hereof. TO HAVE AND TO HOLD the said promises, with their sppurtmarten unto the add Granove(al, and Grantuls) heirs and assigns forever. And the said Grantor doss hereby covenant to and with do sold Gramasa), that Grantor Is the owner in fes sbnpke of said premises: on said premises are fres hum all encumbrances, EXCEPT those to which this conveyance is ommseiy made subject and thosa made, suffered or dons by the Granta(s): and subjest to nerve(Iona, nsbtcgw, dedtatbns, essemmu, rights of wry and aprnruwnu. (if any) of record, and ow wai teas and assassmants, (Induding Irrigation and utility sassasmems, R any) for tin current yaw, whish are not Tet due and payable, and that Gramr will wsrrrsrrc and dehmd the same from sit lowiul claims whatsoever. The of iters who sion this dud hereby certify dirt this deed and the ormahr represented thereby was duly authrlaed under a resolution duty adopted by the board of directors of the Grantor at a lowfut mewing dory held and attended by a quorum. In witness whereat, the Grantor hes caused its corporate name to be hssumo ahead by its duty auttorasd offkss this 11th day of Decembetin the year of 2000. MOORE OR LES, INC. ICorporets Ees0 (Corpoat. Name( President Musa STATE OF IDAHO ) Secretary COUNTY OF ADA 1�. ) On thisI 'aTS'dsy of }jfYl{�(/I in the year of �r `C71 , berors me, the udanigned, a Notary Public In and foF Krd Sutc, per ly appeared `�-� un �s1i s known or idarlti8sd m be the I—le- �, /� p n'R t t/ of � �� executed the instrumere r fnatnim tt on bahalf of said corporation, and sWerwlod,Ted to me that nosh s .Carrara. % TAR �o r skonature. G G 6 * «� 'UBL 1Ar 0 O Nmu: ♦7� of 1.9 Melding at: my Commission Eapim: 6 - ( $- CS- ORDER NO. 00089795 LWF/JK EXHIBIT "A" PARCEL I The Northwest Quarter of the Southwest Quarter of Section 36, Township 4 North, Range i West, Boise Meridian, Ada County, Idaho. EXCEPTING THEREFROM: BEGINNING at a braes cap marking the Northwest corner of the Northwest Quarter of the Southwest Quarter of Section 36, Township 4 North, Range 1 West, Boise Meridian; thence South 00 degrees 14145" West 966.52 feet along the Westerly boundary of said Northwest Quarter of the Southwest Quarter of Section 36 to a point, also said point being the REAL POINT OF BEGINNING; thence continuing along said Westerly boundary of the Northwest Quarter of the Southwest Quarter of Section 36 South 00 degrees 141454 West 186.44 feet to a point; thence leaving said Westerly boundary of the Northwest Quarter of the Southwest Quarter of Section 36 South 89 degrees 45115 East 467.29 feet to a point; thence North 00 degrees 14'454 East 186.44 feet along a line parallel with said Westerly boundary of the Northwest Quarter of the Southwest Quarter of Section 36 to a point; thence North 89 degrees 45'15" West 467.29 feet to the POINT OF BEGINNING. EXCEPT that portion lying within the right of way .for county road commonly referred to as Linder Road over and across the Westerly portion of said premises. PARCEL II A portion of the Northwest Quarter of the'Southweat Quarter of Section 36, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, described as follows: BEGINNING at a brass cap marking the Northwest corner of the Northwest Quarter of the Southwest Quarter of Section 36, Township 4 North, Range.l West, Boise Meridian; thence South 00 degrees 14145" West 966.52 feet along the Westerly boundary of said Northwest Quarter of the Southwest Quarter of Section 36 to a point, also said point being the REAL POINT OF BEGINNING; thence continuing along said -Westerly boundary of the Northwest Quarter of the Southwest Quarter of Section 36 South 00 degrees 14145" Went 186.44 feet to a pointy thence leaving said Westerly boundary of the Northwest Quarter of the Southwest Quarter of Section 36 South 89 degrees 45'15" East 467.29 feet to a point; thence -1- Continuation of Exhibit A Order No..00089795 LWF/JK North 00 degrees 14145° East 186.44 with said Westerly boundary of the Southwest Quarter of thence North 89 degrees 45115" West 467.29 BEGINNING. feet along a line parallel of the Northwest Quarter Section 36 to a point; feet to the POINT OF EXCEPT that portion lying within the right of way for county road commonly referred to as Linder Road over and across the Westerly portion of said premises. -2- ADA COUNTY RECORDER J. DAVID NAVARRO 1 BOISE IDAHO 12/12/02 02:25 PM DEPUTY Bonnie OberbilliB RECORDED—REQUEST OF ADA COUNTY HIGHWAY DIST./02149182 Linder Road Middle School AMOUNT AO T 4N, R 1W, Section 36 IFA -5302 (Reserved for Ada County Recorder) WARRANTY DEED THIS INDENTURE, made this �_ day of 2002, JOINT SCHOOL DISTRICT NO. Z the "GRANTOR" and ADA COUNTY HIGHWAY DISTRICT, a body politic and corporate of the State of Idaho, the "GRANTEE"; WITNESSETH: FOR VALUE RECEIVED, the GRANTOR has granted, conveyed, bargained and sold, and does hereby grant, bargain, sell, convey and confirm to the GRANTEE and its successors and assigns forever, that certain real property situated in the COUNTY OF ADA, STATE OF IDAHO, more particularly described on Exhibit "A" attached hereto and by this reference made a part hereof, TOGETHER with all and singular the buildings, structures, improvements and fixtures thereto, the tenements, hereditaments and appurtenances thereunto belonging or in anywise appertaining, the reversion and reversions, remainder and remainders, and rents, issues and profits thereof (the "Premises"). SUBJECT TO general taxes and assessments for the current year which are not yet due and payable, easements of record or obvious on a physical inspection of the Premises, any recorded reservation of oil and/or mineral rights and covenants of record. Subject to those exceptions to title to which this conveyance is expressly made subject and those made, suffered or done by the GRANTEE: (a) the GRANTOR covenants to the GRANTEE, its successors and assigns, that the GRANTEE shall enjoy the quiet and peaceful possession of the Premises; and (b) GRANTOR warrants to the GRANTEE, its successors and assigns, that GRANTOR is the owner of said Premises in fee simple and has the right and authority to convey the same to GRANTEE, and GRANTOR will defend the GRANTEE's title from all lawful claims whatsoever. The current address of the GRANTEE is: Ada County Highway District 318 East 37th Street Garden City, Idaho 83714-6499 Warranty Deed, page 1 (10/27/01) SAACHDR"eeds-EasemenCs\Wenanty Deed -Linder Road Road Middle School.doc IN WITNESS WHEREOF, this WARRANTY DEED has been duly executed by and on behalf of the GRANTOR, the day, month and year herein first above written. Joint School District No. 2 stine Donnell, Superinte ent Attest: STATE OF IDAHO ) ) ss. County of Ada ) On this Z"d day of V«ern6'r 2002, before me, a Notary Public in and for the State of Idaho, personally appeared Christine Donnell, known or proved to me to be the person who executed the foregoing instrument, and acknowledged to me that she executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. D �S:#O ' 't 1 e..•L C 1. p -t AR I- d'* rvs�� Notary Publ or Idaho Residing at dl Idaho My commission expires 3 Z t 2 ao3 Warranty Deed, page 2 (10/27/01) S:\ACHDRVADceds-Easements\Warranty Deed -Linder Road Road Middle School.dm LEGAL DESCRIPTION Linder Road Middle School Joint School District No. 2 RIGHT-OF-WAY DEDICATION FOR NORTH LINDER ROAD Being a parcel of land situated within the NW 1/4,SW 1/4 of Section 36, Township 4 North, Range I West, Boise Meridian, Ada County, State of Idaho, as shown on Record of Survey No.531 I , Ada County Records and more particularly as follows: Commencing at the Southwest Corner of said Section 36, Township 4 North, Range 1 West, Boise Meridian; thence along the westerly line of said Section 36, North 00°14'45" East, 1318.71 feet; to a 5/8" von pin, said point also being the Real Point Of Beginning; thence continuing along said westerly line of Section 36, North 00014'45" East, a distance of 1318.71 feet to a brass cap at the W 1 A comer of Section 36; thence South 89°09'37" East, a distance of 48.00 feet to a point; thence South 00014'45" West, a distance of 1318.90 feet to a point; thence North 88'56'18" West, 48.00 feet, to the Real Point Of Beginning; The above described parcel contains 63303 Square feet, or 1.45 acres more or less. (the described area consists of 32969 Square feet or .075 acres of prescriptive right-of-way area, and 30334 Square feet, or 0.70 acres of dedication right -of way area) (Basis of Bearing is N00° 14'45"E, for the Westerly line of the SWIM of said Section 36, as shown on Record of Survey No. 5311, Ada County, Records. See EXHIBIT A EXHIBIT "A" Page I of I October 21, 2001 EXH/B/T A WI/4 COR. ! 5 B9.0937E 1&00' I I , —}� i25' PRESCRIPTIVE Right -of -Way , � I 1 1 /V rs 111 I I 1 , I I I I I � I I I 1 { I I I I . I 3in�. i I mhdtz Qj ol! ly 0 v I � I I V2) z I 1 I 6I 1 I , I � I m l PARCEL 2 I I 1 I I . y 4` I. n' I NBa5a',aw4eao' ,35+36 Tut RAW. LINDER ROAD MIDDLE SCHOOL ` I L3N., Rd W. %Y. UST/CI'RO.9O JOINT SCHOOL DISTRICT NO.2 SECTION CORNER RIGHT -0F -WAV DEDICATION FOR NORTH LINDER ROAD T ail ES Tower Engineering Solutions Phone (972) 483-0607, Fax (972) 975-9615 8445 Freeport Parkway, Suite 375, Irving, Texas 75063 Structural Analysis Report Existing 125 ft Ehresmann Engineering Monopole Customer Name: SBA Communications Corp Customer Site Number: ID16928-A Customer Site Name: Meridian 2, ID Carrier Name: AT&T Carrier Site ID / Name: 11564680.MERIDIAN RELO Site Location: 3730 N. Linder Road Meridian, Idaho Ada County pNAL 5S FNS, Latitude: 43.638100 O� AGE v Longitude: -116.411100 a 15262 ;;a p� �o Exp. LiG 9lF OF \oP g` 05/19/2017 STAPHP P5 02/12/2016 Analysis Result: Max Structural Usage: 52.1% [Pass] Max Foundation Usage: 69.3% [Pass] Report Prepared By: Farzam Yazdani TES Project Number: 20536 Page 1 February 12, 2016 Introduction The purpose of this report is to summarize the analysis results on the 125 ft Ehresmann Engineering Monopole to support the proposed antennas and transmission lines in addition to those currently installed. Any modification listed under Sources of Information was assumed completed and was included in this analysis. Sources of Information Tower Drawings Ehresmann Engineering Inc. Job No. 86810 dated 10/15/2012. Foundation Drawing Ehresmann Engineering Inc. Job No. 86810 dated 10/15/2012. Geotechnical Report N/A Modification Drawings N/A Analysis Criteria The feasibility analysis was performed in accordance with the requirements and stipulations of the ANSI/TIA/EIA 222-G. In accordance with this standard, the structure was analyzed using TESPoles, a proprietary analysis software. The program considers the structure as an elastic 3-D model with second - order effects and temperature effects incorporated in the analysis. The analysis was performed using multiple wind directions. Wind Speed Used in the Analysis: (based on IBC 2012) Wind Speed with Ice: Operational Wind Speed: Standard/Codes: Exposure Category: Structure Class: Topographic Category: Crest Height: Seismic Parameters: Ultimate Design Wind Speed V,1t = 115.0 mph (3 -Sec. Gust)/ Nominal Design Wind Speed Vasd = 89.0 mph (3 -Sec. Gust) 40 mph (3 -Sec. Gust) with 1/4" radial ice concurrent 60 mph + 0" Radial ice ANSI/TIA/EIA 222-G / 2012 IBC / C I 1 0 ft Ss = 0.293, S1= 0.103 TES Project Number: 20536 Page 2 February 12, 2016 Existing Antennas, Mounts and Transmission Lines The table below summarizes the antennas, mounts and transmission lines that were considered in the analysis as existing on the tower. hems FEle✓bon (ft) Qry. Antenna Descriptions Mount Type& Qty. Transmission Lines Owner 1 121 3 Powerwave P65 -16 -XLH -RR Low Profile Platform 6)Fiber&D (6)Fiber&DC AT&T 2 3 Powerwave P90 -15 -XLH -RR 3 6 KMW AM -X -CD -17 -65 -OOT -RET 4 3 PowerwaveTT10-08BP111-001 5 3 Powerwave TF19-088BP111-001 6 3 700 MHZ ALU LTE RRH 7 3 2100 ALU LTE RRH Proposed Carrier's Final Configuration of Antennas, Mounts and Transmission Lines Information pertaining to the proposed carrier's final configuration of antennas and transmission lines was provided by SBA Communications Corp. The proposed antennas and lines are listed below. Items Elesabon (ft) Qty. Antenna Descriptions Mount Type & Qty. Transmission Lines Owner 1 121 3 KmwAM-X-CD-15-85-0OT--RET—Panel Low Profile Platform (12)7/8"LDF5-50 (2)3/8"Fiber (4) 7/8" DC power AT&T 2 3 Andrew SBNHH-1D65C—Panel 3 3 Kathrein 800 10892-VOl — Panel 4 3 KMWAM-X-CD-16-65-00T-RET—Panel 5 3 Andrew E15509P78—TMA 6 3 KaelusTMA2061F1V1-1—TMA 7 3 Alcatel Lucent RRH2x40-07L — RRH 8 3 Alcatel Lucent RRH2x60-1900A-4R — RRH 9 3 Alcatel Lucent RRH4X25-WCS-4R—RRH 10 3 Alcatel Lucent RRH2x40-AWS+RDEM—RRH 11 2 Raycap DC6-48-60-18-8F — Surge All transmission lines are considered running inside of the pole shafts. TES Project Number: 20536 Page 3 February 12, 2016 Analysis Results The results of the structural analysis, performed for the wind and ice loading and antenna equipment as defined above, are summarized as the following: Foundations Moment (Kip -Ft) Shear (Kips) Anchor Original Design Reactions 2673.0 27.0 Pole shafts Analysis Reactions Base Plate 28.4 % of Design Reactions Bolts Max. Usage: 41.8% 34.9% 52.1% Pass/Fail Pass Pass Pass. Foundations No geotechnical report is available for the analysis of the existing foundation. Since the reactions calculated from the current analysis are less than those indicated on the original structural design drawing, the foundations are assumed to be adequate to resist the reactions from the current analysis. TES Project Number: 20536 Page 4 February 12, 2016 Moment (Kip -Ft) Shear (Kips) Axial (Kips) Original Design Reactions 2673.0 27.0 41.0 Analysis Reactions 1414.4 16.5 28.4 % of Design Reactions 52.9% 61.1% No geotechnical report is available for the analysis of the existing foundation. Since the reactions calculated from the current analysis are less than those indicated on the original structural design drawing, the foundations are assumed to be adequate to resist the reactions from the current analysis. TES Project Number: 20536 Page 4 February 12, 2016 Operational Condition (Rigidity): Operational characteristics of the tower are found to be within the limits prescribed by ANSI/TIA/EIA 222-G for the installed antennas. Maximum twist/sway at the elevation of the proposed equipment is 0.5931 degrees under the operational wind speed as specified in the Analysis Criteria. Conclusions Based on the analysis results, the existing structure was found to be adequate to safely support the existing and proposed equipment and meet the minimum requirements per the ANSI/TIA/EIA 222-G Standard under the design basic wind speed as specified in the Analysis Criteria. TES Project Number: 20536 Page 5 February 12, 2016 Standard Conditions 1. This analysis was performed based on the information supplied to (TES) Tower Engineering Solutions, I.I.C. Verification of the information provided was not included in the Scope of Work for TES. The accuracy of the analysis is dependent on the accuracy of the information provided. 2. The analysis is based on the presumption that the tower members and components along with any existing reinforcement items have been correctly and properly designed, manufactured, installed and maintained. 3. All the existing structural members were assumed to be in good condition with no physical damage or deterioration associated with corrosion. 4. An initial tension of 10% of the break strength on all the existing guy wires was assumed in all the structural analyses of guyed towers unless different values were provided by the client. TES cannot take responsibility for the deviations in the analysis results because of differences in the initial tension forces of the existing guy wires. 5. Secondary component or connection secondary components, welds and bolts are assumed to be able to carry their intended original design loads. TES cannot take responsibility for verification of the adequacy on the connections, bolts and welds present in the structure. 6. The analyses will be performed based on the codes as specified by the client or based on the best knowledge of the engineering staff of TES. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/TIA-222. If wind speed and/or ice loads are different from the minimum values recommended by the EIA/TIA-222 standard or other codes, TES should be notified in writing and the applicable minimum values provided by the client. The configuration of the existing mounts, antennas, coax and other appurtenances were supplied by the customer for the current structural analysis. TES has not visited the tower site to verify the adequacy of the information provided. If there is any discrepancy found in the report regarding the existing conditions, TES should be notified immediately to evaluate the effect of the discrepancy on the analysis results. The client will assume responsibility for rework associated with the differences in initially provided information, including tower and foundation information, existing and/or proposed equipment and transmission lines. 9. If a feasibility analysis was performed, final acceptance of changed conditions shall be based upon a rigorous structural analysis. TES Project Number: 20536 Page 6 February 12, 2016 Structure: ID16928-A-SBA Code: EIA/TIA-222-G 2/12/2016 Site Name: Meridian 2, ID Exposure: C T Height: 125.00 (ft) Gh: 1.1 IL�i Base Elev: 0.000ft Page: ( ) Tower Engneering Solmians Dead Load Factor: 1.20v Iterations: 20 Wind Load Factor: 1.60 $ Load Case : 1.2D + 1.6W 89 mph Wind Copynght 02016 by TawerEngineedng Solutions, LLC. All rights reserved. Y tzsa^ 125. 190 120.000 1 1' 15.W0' 110.WG 1 T 1D5.OW ss' -s'. IW.DW 6T� nr mme [OKSq 95.0W 90.000 53.5W63'c" 1 7$250 75.000 70.OW y 55,W0 T L > 60.W0 tzga" 55.000• tit^rola t (65 K9) 50DW T 1 1 45.0W 40.OW 33.500 KIM 30.WQ 25.00D 1 20.DW V 15.OW 5n6°minx 6 � I6eicsq 10.W0 1 I 5.W0 Q.C4Q WI O.01 0.11 021 0.31 0.41 0.51 0.51 0.71 0.01 0.91 IDI9r8L6D0 8 Type: Tapered Base Shape: 18 Sided 2/12/2016 Site Name: Meridian 2, ID Taper: 0.20000 Height: 125.00 (ft) Base Elev: 0.00 (ft) Page: 2 Towsr vm,am; sol [ions Shaft Properties I WV y Length Top Bottom Thick Joint Grade Seq (ft) (in) (in) (in) Type Taper (ksi) 1 40.00 45.00 53.00 0.313 0.20000 65 2 50.00 36.80 46.80 0.250 Slip 0.20000 65 3 46.75 29.00 38.35 0.250 Slip 0.20000 65 Discrete Appurtenances Attach Force Flay (ftl Eley (ft) Qty Description Carrier VVThick 121.00 121.00 3 80010892-)(01 AT&T 121.00 121.00 3. AM -X -CD -15 -85 -OOT -RET AT&T 165 KSI) 121.00 121.00 2 DC6-48-60-18-8F AT&T 121.00 121.00 3 E15So9P78 AT&T 121.00 121.00 3 KMW AT&T _ 121.00 121.00 1 Low Profile Platform AT&T 121.00 121.00 3 RRH2x40-07L AT&T STT. 121.00 121.00 3 RRH2x40-AWS+RDEM AT&T 121.00 121.00 3 RRH2x60-l9OOA-4R AT&T 79'4' 63" 121.00 121.00 3 RRH4X25-WCS-4R AT&T 121.00 121.00 3 SBNHH-1D65C AT&T 121.00 121.00 3 TMA2061F1V1-1 AT&T Linear Appurtenances Elev Elev From (ft) To (ft) Placement Description Carrier 125.0'• 50•-0" 0.00 121.00 Inside 318" Fiber AT&T 0.00 121.00 Inside 718" DC Power AT&T 114" TWA (65 KSI) 0.00 121.00 Inside 718" LDF5-50 AT&T Anchor Bolts Grade Qty Specifications (ksi) Arrangement 45'-0" 11`0" 78° 18 1.75" At 93-137 105.0 Radial Base Plate Thickness Specifications Grade (in) (in) (ksi) Geometry 45'-0• 5lt6"Thick 1.7500 67.0 50.0 Round Reactions Load Case Moment Shear Axial (fi5 K511 1.2D + 1.6W 89 mph Wind 1414.4 16.5 24.3 0.91D + 1.6W 89 mph Wind 1408.0 16.5 18.2 1.2D + 1.ODi + 1.OWi 40 mph Wind 268.7 3.4 28.4 1.21D+1.OE 184.9 1.8 24.3 0.9D + 1.0E 184.0 1.8 18.2 1.OD + 1.OW 60 mph Wind. 400.6 4.7 20.3 6•°" - -_ . - - x Copyright O 2016 by Tower Engineering Solutions; LLC. All rights reserved. Type: Monopole 2/12/2016 111IT111 Site Name: Meridian 2, ID T Height: 125.00 (ft) IE Page: 3 To re EogveenvgSaWfions Copyright © 2016 by Tower Engineering Solutions, LLC, All rights reserved. Shaft Properties Structure: ID16928-A-SBA Code: EIA/TIA-222-G 2/12/2016'' II Site Name: Meridian 2, ID Exposure: C (ft) Height: 125.00 (ft) Crest Height: 0.00 IES Base Elev: 0.000 (ft) Site Class: D - Stiff Soil 0.00 Towrr Engineering MIA., Gh: 1.1 Topography: 1 Struct Class: II Page: 4 Sec. Dia Length Thick Fy Joint Overlap Weight No. Shape (ft) (in) (ksi) Type (in) (lb) 1 18 40.000 0.3125 65 0.00 6,573 2 18 50.000 0.2500 65 Slip 78.00 5,609 3 18 46.750 0.2500 65 Slip 63.00 4,219 45.00 40.00 44.32 11182.8 23.98 Total Shaft Weight: 16,401 Sec. Dia Elev Area Ix Wit D/t Dia Elev Area Ix Wit Dit No. (in) (ft) (sqin) (in A4) Ratio Ratio (in) (ft) (sgin) (inA4) Ratio Ratio Taper 1 53.00 0.00 52.26 18328.09 28.49 169.60 45.00 40.00 44.32 11182.8 23.98 144.0 0.200000 2 46.80 33.50 36.94 10112.15 31.60 187.20 36.80 83.50 29.00 4894.93 24.54 147.2 0.200000 3 38.35 78.25 30.23 5544.46 25.64 153.40 29.00 125.00 22.81 2382.31 19.04 116.0 0.200000 Copyright © 2016 by Tower Engineering Solutions, LLC. All rights reserved. Structure: ID16928-A-SBA Code: EIA/TIA-222-G 2/12/2016'I 'I Site Name: Meridian 2, ID Exposure: C Height: 125.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 5 Tower Engineering Solutions Discrete Appurtenances No Ice Ice Totals: 33 2,789.75 4,377.83 Linear Appurtenances Bottom Top Elev. Elev. Her. Vert (ft) Elev Width Weight CaAa CaAa Weight CaAa CaAa Ecc. Ecc No. (ft) Description Qty (lb) (sf) Factor (lb) (sf) Factor (ft) (ft) 1 121.00 800 10892-VOI 3 101.85 15.35 0.77 205.31 15.920 0.78 0.00 0.00 2 121.00 AM -X -CD -15 -85 -OOT -RET 3 48.50 8.02 0.75 101.44 8.931 0.77 0.00 0.00 3 121.00 DC6-48-60-18-8F 2 32.80 2.20 1.34 63.54 2.400 1.32 0.00 0.00 4 121.00 E15SO9P78 3 17.40 0.87 0.72 24.20 1.092 0.74 0.00 0.00 5 121.00 KMW AM -X -CD -16 -65 -OOT -RET 3 33.00 6.05 0.81 80.24 6.735 0.83 0.00 0.00 6 121.00 Low Profile Platform 1 1200.00 25.00 1.00 1541.62 31.832 1.00 0.00 0.00 7 121.00 RRH2x40-07L 3 60.00 2.12 0.92 79.79 2.476 0.94 0.00 0.00 8 121.00 RRH2x40-AWS+RDEM 3 61.90 3.94 0.85 96.26 4.195 0.86 0.00 0.00 9 121.00 RRH2x60-19O0A-4R 3 46.00 1.88 0.84 64.77 2.056 0.86 0.00 0.00 10 121.00 RRH4X25-WCS-4R 3 70.00 3.16 0.88 99.02 3.405 0.90 0.00 0.00 11 121.00 SBNHH-1 D65C 3 49.60 11.39 0.84 124.91 11.924 0.86 0.00 0.00 12 121.00 TMA2061F1V1-1 3 19.80 0.70 0.80 27.12 0.806 0.82 0.00 0.00 Totals: 33 2,789.75 4,377.83 Linear Appurtenances Bottom Top Elev. Elev. Exposed (ft) (ft) Description Width Exposed 0.00 121.00 (2) 3/8" Fiber 0.00 Inside 0.00 121.00 (4) 7/8" DC Power 0.00 Inside 0.00 121.00 (12) 7/8" LDF5-50 0.00 Inside Copyright Q 2016 by Tower Engineering Solutions, LLC. All rights reserved. Structure: ID16928-A-SBA Code: EIA/TIA-222-G 2/12/2016 Site Name: Meridian 2, ID Exposure: C Height: 125.00 (ft) Crest Height: 0.00 �� Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II ' Page: 6 Tower Engineering Solutions Increment Length: 5 (ft) Elev Thick Dia Area Ix wit oft Fpy S Weight (ft) Description (in) (in) (inA2) (in A4) Ratio Ratio (kst) (inA3) IN 0.00 0.3125 53.000 52.258 18328.1 28.49 169.60 67.9 681.1 0.0 5.00 0.3125 52.000 51.266 17304.2 27.93 166.40 68.5 655.4 880.7 10.00 0.3125 51.000 50.274 16319.1 27.37 163.20 69.2 630.2 863.8 15.00 0.3125 50.000 49.282 15372.2 26.80 160.00 69.9 605.5 846.9 20.00 0.3125 49.000 48.290 14462.6 26.24 156.80 70.5 581.3 830.0 25.00 0.3125 48.000 47.298 13589.6 25.67 153.60 71.2 557.6 813.2 30.00 0.3125 47.000 46.306 12752.5 25.11 150.40 71.9 534.4 796.3 33.50 Bot - Section 2 0.3125 46.300 45.612 12187.5 24.71 148.16 72.3 518.5 547.4 35.00 0.3125 46.000 45.315 11950.5 24.54 147.20 72.5 511.7 420.0 40.00 Top -Section 1 0.2500 45.500 35.905 9288.4 30.68 182.00 0.0 0.0 1380.2 45.00 02500 44.500 35.111 8686.1 29,98 178.00 66.1 384.5 604.1 50.00 0.2500 43.500 34.318 8110.4 29.27 174.00 67.0 367.2 590.6 55.00 0.2500 42.500 33.524 7560.7 28.56 170.00 67.8 350.4 577.1 60.00 0.2500 41.500 32.731 7036.5 27.86 166.00 68.6 334.0 563.6 65.00 0.2500 40.500 31.937 6537.1 27.15 162.00 69:5 317.9 550.1 70.00 0.2500 39.500 31.144 6061.8 26.45 158.00 70.3 302.3 536.6 75.00 02500 38.500 30.350 5610.2 25.74 154.00 71.1 287.0 523.1 78.25 Bot - Section 3 0.2500 37.850 29.835 5329.0 25.29 151.40 71.7 277.3 332.8 80.00 0.2500 37.500 29.557 5181.6 25.04 150.00 72.0 272.2 356.0 83.50 Top - Section 2 0.2500 37.300 29.398 5098.5 24.90 149.20 0.0 0.0 702.1 85.00 0.2500 37.000 29.160 4975.7 24.69 148.00 72.4 264.9 149.4 90.00 0.2500 36.000 28.367 4580.5 23.98 144.00 73.2 250.6 489.4 95.00 0.2500 35.000 27.573 4206.8 23.28 140.00 74.0 236.7 475.9 100.00 0.2500 34.000 26.780 3853.9 22.57 136.00 74.9 223.3 462.4 105.00 0.2500 33.000 25.986 3521.4 21.86 132.00 75.7 210.2 448.9 110.00 0.2500 32.000 25.193 3208.6 21.16 128.00 76.5 197.5 435.4 115.00 02500 31.000 24.399 2914.9 20.45 124.00 77.3 185.2 421.9 120.00 0.2500 30.000 23.606 2639.6 19.75 120.00 78.2 173.3 408.4 121.00 0.2500 29.800 23.447 2586.8 19.61 119.20 78.3 171.0 80.1 125.00 0.2500 29.000 22.812 2382.3 19.04 116.00 79.0 161.8 314.8 16401.2 Copyright © 2016 by Tower Engineering Solutions,. LLC. All rights reserved. Structure: ID16928-A-SBA Code: EIAITIA-222-G 2/12/2016 Site Name: Meridian 2, ID Exposure: C Height: 125.00 (ft) Crest Height: 0.00�_ Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page:7 To ,Engin<cring soWons Load Case: 1.2D + 1.6W 89 mph Wind VIterations 20 Dead Load Factor 1.20 a Wind Load Factor 1.60 Zj� Totals: 125.00 10,502.2 19, 681.4 Copyright @ 2016 by Tower Engineering Solutions, LLC. All rights reserved. Tot Ice Wind Dead Dead Elev qz gzGh C Thick Tributary Aa CfAa Force Load Ice Load (ft) Description Kzt Kz (psi) (psi) (mph -ft) Cf (in) (ft) (sf) Of) (lb) (Ib) (lb) 0.00 1.00 0.85 16.374 18.01 368.00 0.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 16.374 18.01 361.05 0.650 0.000 5.00 22.212 14.44 416.1 0.0 1056.8 10.00 1.00 0.85 16.374 18.01 354.11 0.650 0.000 5.00 21.789 14.16 408.2 0.0 1036.5 15.00 1.00 0.85 16.374 18.01 347.17 0.650 0.000 5.00 21.366 13.89 400.2 0.0 1016.3 20.00 1.00 0.90 17.374 19.11 350.45 0.650 0.000 5.00 20.943 13.61 416.3 0.0 996.0 25.00 1.00 0.95 18.209 20.03 351.46 0.650 0.000 5.00 20.520 13.34 427.5 0.0 975.8 30.00 1.00 0.98 18.922 20.81 350.81 0.650 0.000 5.00 20.097 13.06 435.0 0.0 955.5 33.50 Bot- Section 2 1.00 1.01 19.367 21.30 349.62 0.650 0.000 3.50 13.816 8.98 306.1 0.0 656.8 35.00 1.00 1.01 19.546 21.50 348.96 0.650 0.000 1.50 5.921 3.85 132.4 0.0 504.0 40.00 Top - Section 1 1.00 1.04 20:103 22.11 346.20 0.650 0.000 5.00 19.462 12.65 447.6 0.0 1656.2 45.00 1.00 1.07 20:808 22.67 346.63 0.650 0.000 5.00 19.039 12.38 448.9 0.0 725.0 50.00 1.00 1.09 21.070 23.18 342.62 0.650 0.000 5.00 18.616 12.10 448.7 0.0 708.8 55.00 1.00 1.12 21.497 23.65 338.12 0.650 0.000 5.00 18.193 11.83 447.4 0.0 692.6 60.00 1.00 1.14 21.895 24.08 333.20 0.650 0.000 5.00 17.770 11.55 445.1 0.0 676.4 65.00 1.00 1.16 22.267 24.49 327.92 0.650 0.000 5.00 17.347 11.28 441.9 0.0 660.2 70.00 1.00 1.17 22.617 24.88 322.33 0.650 0.000 5.00 16.924 11.00 437.9 0.0 644.0 75.00 1.00 1.19 22.948 25.24 316.46 0.650 0.000 5.00 16.501 10.73 433.2 0.0 627.8 78.25 Bot - Section 3 1.00 1.20 23.154 25.47 312.51 0.650 0.000 3.25 10.499 6.82 278.1 0.0 399.4 80.00 1.00 1.21 23.262 25.59 310.34 0.650 0.000 1.75 5.653 3.67 150.4 0.0 427.2 83.50 Top - Section 2 1.00 1.22 23.473 25.82 305.92 0.650 0.000 3.50 11.151 7.25 299.4 0.0 842.6 85.00 1.00 1.22 23.561 25.92 308.16 0.650 0.000 1.50 4.715 3.07 127.1 0.0 179.3 90.00 1.00 1.24 23.846 26.23 301.64 0.650 0.000 5.00 15.443 10.04 421.3 0.0 587.3 95.00 1.00 1.25 24.119 26.53 294.94 0.650 0.000 5.00 15.020 9.76 414.4 0.0 571.1 100.00 1.00 1.27 24.381 26.82 288.06 0.650 0.000 5.00 14.597 9.49 407.1 0.0 554.9 105.00 1.00 1.28 24.632 27.10 281.03 0.650 0.000 5.00 14.174 9.21 399.4 0.0 538.7 110.00 1.00 1.29 24.875 27.36 273.85 0.650 0.000 5.00 13.751 8.94 391.3 0:0 522.5 115.00 1.00 1.30 25.109 27.62 266.54 0.650 0.000 5.00 13.327 8.66 382.8 0.0 506.3 120.00 1.00 1.32 25.335 27.87 259.10 0.650 0.000 5.00 12.904 8.39 374.0 0.0 490.1 121.00 Appurtenance(s) 1.00 1.32 25.379 27.92 257.60 0.650 0.000 1.00 2.530 1.64 73.5 0.0 96.1 125.00 1.00 1.33 25.553 28.11 251.54 0.650 0.000 4.00 9.951 6.47 290.9 0.0 377.8 Totals: 125.00 10,502.2 19, 681.4 Copyright @ 2016 by Tower Engineering Solutions, LLC. All rights reserved. Structure: ID16928-A-SBA Code: EIA/TIA-222-G 2/12/2016'' ') Site Name: Meridian 2, ID Exposure: C II Height: 125.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page:8 Tower Engineering S.I.t ns Load Case: 1.21) + 1.6W 89 mph Wind V Iterations 20 Dead Load Factor 1.20 x Wind Load Factor 1.60 Totals: 3,347.70 Copyright © 2016 by Tower Engineering Solutions, LLC. All rights reserved. 5,950.97 Total Dead Horiz Vert Wind Mom Mom Elev qz gzGh CaAa CaAa Load Ecc Ecc FX Y Z No. (ft) Description Qty (psf) (psf) z Ka Ka (sf) (lb) (ft) (ft) (lb) (Ib -ft) (Ib -ft) 1 121.00 RRH2x40-07L 3 25.379 27.917 0.74 0.80 4.68 216.00 0.000 0.000 209.08 0.00 0.00 2 121.00 TMA2061F1VI-1 3 25.379 27.917 0.60 0.75 1.26 71.28 0.000 0.000 56.28 0.00 0.00 3 121.00 SBNHH-1D65C 3 25.379 27.917 0.67 0.80 22.96 178.56 0.000 0.000 1025.66 0.00 0.00 4 121.00 RRH4X25-WCS-4R 3 25.379 27.917 0.70 0.80 6.67 252.00 0.000 0.000 298.10 0.00 0.00 5 121.00 RRH2x60-1900A-4R 3 25.379 27.917 0.67 0.80 3.79 165.60 0.000 0.000 169.29 0.00 0.00 6 121.00 RRH2x40-AWS+RDFM 3 25.379 27.917 0.68 0.80 8.04 222.84 0.000 0.000 359.02 0.00 0.00 7 121.00 800 10892-V01 3 25.379 27.917 0.62 0.80 28.40 366.66 0.000 0.000 1268.71 0.00 0.00 8 121.00 Low Profile Platform 1 25.379 27.917 1.00 1.00 25.00 1440.00 0.000 0.000 1116.68 0.00 0.00 9 121.00 KMW 3 25.379 27.917 0.65 0.80 11.76 118.80 0.000 0.000 525.34 0.00 0.00 10 121.00 E15S09P78 _ 3 25.379 27.917 0.58 0.80 1.50 62.64 0.000 0.000 67.15 0.00 0.00 11 121.00 DC6-48-60-18-8F 2 25.379 27.917 1.07 0.80 4.72 78.72 0.000 0.000 210.84 0.00 0.00 12 121.00 AM -X -CD -15 -85 -OOT -RET 3 25.379 27.917 0.60 0.80 14.44 174.60 0.000 0.000 644.81 0.00 0.00 Totals: 3,347.70 Copyright © 2016 by Tower Engineering Solutions, LLC. All rights reserved. 5,950.97 Structure: ID16928-A-SBA Code: EIA/TIA-222-G 2/12/2016 Site Name: Meridian 2, ID Exposure: C Height: 125.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page:9 Tower Engineering solutions Load Case: 1.2D + 1.6W 89 mph Wind 1� Iterations 20 Dead Load Factor 1.20 '7�/1L�opg Wind Load Factor 1.60 Copyright © 2016 by Tower Engineering Solutions, LLC. All rights reserved. Lateral Axial Torsion Moment Elev FX (-) FY (-) MY MZ _ LL Description (lb) (Ib) (Ib -ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 5.00 416.09 1110.56 0.00 0.00 10.00 408.16 1090.31 0.00 0.00 15.00 400.24 1070.06 0.00 0.00 20.00 416.26 1049.81 0.00 0.00 25.00 427.47 1029.56 0.00 0.00 30.00 435.03 1009.31 0.00 0.00 33.50 306.10 694.47 0.00 0.00 35.00 132.40 520.10 0.00 0.00 40.00 447.60 1709.96 0.00 0.00 45.00 448.86 778.71 0.00 0.00 50.00 448.73 762.51 0.00 0.00 55.00 447.42 746.31 0.00 0.00 60.00 445.10 730.11 0.00 0.00 65.00 441.88 713.91 0.00 0.00 70.00 437.88 697.71 0.00 0.00 75.00 433.18 681.51 0.00 0.00 78.25 278.09 434.30 0.00 0.00 80.00 150.44 446.05 0.00 0.00 83.50 299.42 880.20 0.00 0.00 85.00 127.10 195.46 0.00 0.00 90.00 421.28 641.01 0.00 0.00 95.00 414.43 624.81 0.00 0.00 100.00 407.13 608.61 0.00 0.00 105.00 399.41 592.41 0.00 0.00 110.00 391.30 576.21 0.00 0.00 115.00 382.82 560.01 0.00 0.00 120.00 374.01 543.81 0.00 0.00 121.00 (33) attachments 6024.42 3454.52 0.00 0.00 125.00 290.90 377.78 0.00 0.00 Totals: 16,453.16 24,330.10 0.00 0.00 Copyright © 2016 by Tower Engineering Solutions, LLC. All rights reserved. Calculated Forces Structure: ID16928-A-SBA Code: EIA/TIA-222-G 2/12/2016 Site Name: Meridian 2, ID Exposure: C Height: 125.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 10 Tower Engineering5olufions Load Case: 1.21) + 1.6W 89 mph Wind Iterations 20 Dead Load Factor 1.20 x Wind Load Factor 1.60 71 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (-) (ft -kips) Mu MZ (ft -kips) Mu MX (ft -kips) Resultant Moment (ft -kips) phi Pn (kips) phi Vn (kips) phi Tn (ft -kips) phi Mn (ft -kips) Total Deflect (in) Rotation Sway (deg) Rotation Twist (deal Stress Ratio 0.00 -24.31 -16,48 0.00 -1414.4 0.00 - 1414.40 3192.82 1596.41 6925.50 3467.90 0.00 0.000 0.000 0.416 5.00 -23.17 -16.10 0.00 -1332.6 0.00 1332.02 3162.84 1581.42 6729.50 3369.75 0.06 -0.107 0.000 0.403 10.00 -22.06 -15.73 0.00 -1251.5 0.00 1251.52 3131.67 1565.84 6533.50 3271.61 0.23 -0.213 0.000 0.390 15.00 -20.96 -15.36 0.00 -1172.8 0.00 1172.86 3099.32 1549.66 6337.66 3173.54 0.51 -0.318 0.000 0.376 20.00 -19.89 -14.98 0.00 -1096.0 0.00 1096.04 3065.79 1532.89 6142.13 3075.63 0.90 -0.423 0.000 0.363 25.00 -18.83 -14.58 0.00 -1021.1 0.00 1021.15 3031.07 1515.53 5947.06 2977.95 1.40 -0.528 0.000 0.349 30.00 -17.81 -14.16 0.00 -948.27 0.00 948.27 2995.17 1497.58 5752.58 2880.56 2.01 -0.631 0.000 0.335 33.50 -17.10 -13.86 0.00 -898.72 0.00 898.72 2969.33 1484.66 5616.88 2812.61 2.50 -0.703 0.000 0.325 35.00 -16.57 -13.74 0.00 -877.93 0.00 877.93 2958.08 1479.04 5558.85 2783.56 2.72 -0.734 0.000 0.321 40.00 -14.84 -13.29 0.00 -809.24 0.00 809.24 2110.59 1055.29 3933.40 1969.62 3.54 -0.834 0.000 0.418 45.00 -14.05 -12.86 0.00 -742.77 0.00 742.77 2090.16 1045.08 3808.77 1907.21 4.47 -0.933 0.000 0.396 50.00 -13.27 -12.42 0.00 -678.47 0.00 678.47 2068.55 1034.27 3683.72 1844.60 5.51 -1.049 0.000 0.374 55.00 -12.51 -11.99 0.00 -616.35 0.00 616.35 2045.75 1022.87 3558.40 1781.84 6.67 -1.163 0.000 0.352 60.00 -11.76 -11.55 0.00 -556.41 0.00 556.41 2021.76 1010.88 3432.96 1719.03 7.95 -1.273 0.000 0.330 65.00 -11.04 -11.11 0.00 -498.67 0.00 498.67 1996.59 998.30 3307.54 1656.23 9.34 -1.380 0.000 0.307 70.00 -10.33 -10.67 0.00 -443.12 0.00 443.12 1970.24 985.12 3182.29 1593.51 10.84 -1.482 0.000 0.283 75.00 -9.65 -10.24 0.00 -389.75 0.00 389.75 1942.70 971.35 3057.36 1530.95 12.45 -1.580 0.000 0.260 78.25 -9.22 -9.95 0.00 -356.48 0.00 356.48 1924.17 962.08 2976.40 1490.41 13.55 -1.642 0.000 0.244 80.00 -8.77 -9.80 0.00 -339.06 0.00 339.06 1913.98 956.99 2932.90 1468.63 14.15 -1.674 0.000 0236 83.50 -7.89 -9.48 0.00 -304.77 0.00 304.77 1908.09 954.05 2908.08 1456.20 15.40 -1.736 0.600 0.214 85.00 -7.69 -9.35 0.00 -290.56 0.00 290.56 1899.18 949.59 2870.89 1437.58 15.95 -1.762 0.000 0.206 90.00 -7.05 -8.92 0.00 -243.80 0.00 243.80 1868.68 934.34 2747.40 1375.74 17.84 -1.838 0.000 0.181 95.00 -6.43 -8.49 0.00 -199.20 0.00 199.20 1836.99 918.50 2624.74 1314.32 19.81 -1.907 0.000 0.155 100.00 -5.83 -8.07 0.00 -156.74 0.00 156.74 1804.12 902.06 2503.07 1253.39 21.84 -1.967 0.000 0.128 105.00 -5.24 -7.65 0.00 -116.39 0.00 116.39 1770.07 885.03 2382.52 1193.03 23.92 -2.018 0.000 0.101 110.00 -4.68 -7.25 0.00 -78.12 0.00 78.12 1734.83 867.41 2263.25 1133.31 26.06 -2.057 0.000 0.072 115.00 -4.13 -6.84 0.00 -41.89 0.00 41.89 1698.40 849.20 2145.40 1074.29 28.23 -2.084 0.000 0.041 120.00 -3.60 -6.45 0.00 -7.67 0.00 7.67 1660.79 830.40 2029.12 1016.07 30.42 -2.096 0.000 0.010 121.00 -0.37 -0.30 0.00 -1.22 0.00 1.22 1653.13 826.57 2006.06 1004.52 30.86 -2.096 0.000 0.001 125.00 0.00 -0.29 0.00 0.00 0.00 0.00 1622.00 811.00 1914.55 958.70 32.62 -2.096 0.000 0.000 Copyright © 2016 by Tower Engineering Solutions; LLC. All rights reserved. Structure: ID16928-A-SBA Code: EIAMA-222-G 2/12/2016'' I' Site Name: Meridian 2, ID Exposure: C Height: 125.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 StructClass: II Page:11 TmerRgin`rigS.I.fim Load Case: 0.9D + 1.6W 89 mph Wind Iterations 20 Dead Load Factor 0.90 x Wind Load Factor 1.60 Z/ Totals: 125.00 10, 502.2 14,761.1 Copyright © 2016 by Tower Engineering Solutions, LLC. All rights reserved. Tot Ice Wind Dead Dead Elev qz gzGh C Thick Tributary Aa CfAa Force Load Ice Load (ft) Description Kzt Kz (pst) (psi) (mph -ft) Cf (in) (ft) (sq (sf) (lb) (lb) (lb) 0.00 1.00 0.85 16.374 18.01 368.00 0.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 16.374 18.01 361.05 0.650 0.000 5.00 22.212 14.44 416.1 0.0 792.6 10.00 1.00 0.85 16.374 18.01 354.11 0.650 0.000 5.00 21.789 14.16 408.2 0.0 777.4 15.00 1.00 0.85 16.374 18.01 347.17 0.650 0.000 5.00 21.366 13.89 400.2 0.0 762.2 20.00 1.00 0.90 17.374 19.11 350.45 0.650 0.000 5.00 20.943 13.61 416.3 0.0 747.0 25.00 1.00 0.95 .18.209 20.03 351.46 0.650 0.000 5.00 20.520 13.34 427.5 0.0 731.8 30.00 1.00 0.98 18.922 20.81 350.81 0.650 0.000 5.00 20.097 13.06 435.0 0.0 716.7 33.50 Bot- Section 2 1.00 1.01 19.367 21.30 349.62 0.650 0.000 3.50 13.816 8.98 306.1 0.0 492.6 35.00 1A0 1.01 19.546 21.50 348.96 0.650 0.000 1.50 5.921 3.85 132.4 0.0 378.0 40.00 Top - Section 1 1.00 1.04 20.103 22.11 346.20 0.650 0.000 5.00 19.462 12.65 447.6 0.0 1242.2 45.00 1.00 1.07 20.608 22.67 346.63 0.650 0.000 5.00 19.039 12.38. 448.9 0.0 543.7 50.00 1.00 1.09 21.070 23.18 342.62 0.650 0.000 5.00 18.616 12.10 448.7 0.0 531.6 55.00 1.00 1.12 21.497 23.65 338.12 0.650 0.000 5.00 18.193 11.83 447.4 0.0 519.4 60.00 1.00 1.14 21.895 24.08 333.20 0.650 0.000 5.00 17.770 11.55 445.1 0.0 507.3 65.00 1.00 1.16 22.267 24.49 327.92 0.650 0.000 5.00 17.347 11.28 441.9 0.0 495.1 70.00 1.00 1.17 22.617 24.88 322.33 0.650 0.000 5.00 16.924 11.00 437.9 0.0 483.0 75.00 1.00 1.19 22.948 25.24 316.46 0.650 0.000 5.00 16.501 10.73 433.2 0.0 470.8 78.25 not - Section 3 1.00 1.20 23.154 25.47 312.51 0.650 0.000 3.25 10.499 6.82 278.1 0.0 299.5 80.00 1.00 1.21 23.262 25.59 310.34 0.650 0.000 1.75 5.653 3.67 150.4 0.0 320.4 83.50 Top - Section 2 1.00 1.22 23.473 25.82 305.92 0.650 0.000 3.50 11.151 7.25 299.4 0.0 631.9 85.00 1.00 1.22 23.561 25.92 308.16 0.650 0.000 1.50 4.715 3.07 127.1 0.0 134.5 90.00 1.00 1.24 23.846 26.23 301.64 0.650 0.000 5.00 15.443 10.04 421.3 0.0 440.4 95.00 1.00 1.25 24.119 26.53 294.94 0.650 0.000 5.00 15.020 9.76 414.4 0.0 428.3 100.00 1.00 1.27 24.381 26.82 288.06 0.650 0.000 5.00 14.597 9.49 407.1 0.0 416.1 105.00 1.00 1.28 24.632 27.10 281.03 0.650 0.000 5.00 14.174 9.21 399.4 0.0 404.0 110.00 1.00 1.29 24.875 27.36 273.85 0.650 0.000 5.00 13.751 8.94 391.3 0.0 391.8 115.00 1.00 1.30 25.109 27.62 266.54 0.650 0.000 5.00 13.327 8.66 382.8 0.0 379.7 120.00 1.00 1.32 25.335 27.87 259.10 0.650 0.000 5.00 12.904 8.39 374.0 0.0 367.5 121.00 Appurtenance(s) 1.00 1.32 25.379 27.92 257.60 0.650 0.000 1.00 2.530 1.64 73.5 0.0 72.0 125.00 1.00 1.33 25.553 28.11 251.54 0.650 0.000 4.00 9.951 6.47 290.9 0.0 283.3 Totals: 125.00 10, 502.2 14,761.1 Copyright © 2016 by Tower Engineering Solutions, LLC. All rights reserved. rete Structure: ID16928-A-SBA Site Name: Meridian 2, ID Height: 125.00 (ft) Base Elev: 0.000 (ft) Gh: 1.1 Topography: 1 Load Case: 0.90 + 1.6W 89 mph Wind Dead Load Factor 0.90 Wind Load Factor 1.60 Code: EIA/TIA-222-G Exposure: C Crest Height: 0.00 Site Class: D - Stiff Soil Struct Class: II 2/12/2016 �pIES. d� Page. 12 Tower Egfrorviig Solnorre Iterations 20 x "L� Copyright © 2016 by Tower Engineering Solutions, LLC. All rights reserved. Total Dead Horiz Vert Wind Mom Mom Elev qz gzGh CaAa CaAa Load Ecc Ecc FX Y z No. (ft) Description Qty (psf) (psf) x Ka Ka (at) (lb) (ft) (ft) (lb) (Ib -ft) (Ib -ft) 1 121.00 RRH2x40-07L 3 25.379 27.917 0.74 0.80 4.68 162.00 0.000 0.000 209.08 0.00 0.00 2 121.00 TMA2061F1V1-1 3 25.379 27.917 0.60 0.75 1.26 53.46 0.000 0.000 56.28 0.00 0.00 3 121.00 SBNHH-1D65C 3 25.379 27.917 0.67 0.80 22.96 133.92 0.000 0.000 1025.66 0.00 0.00 4 121.00 RRH4X25-WCS-4R 3 25.379 27.917 0.70 0.80 6.67 189.00 0.000 0.000 298.10 0.00 0.00 5 121.00 RRH2x60-190OA-4R 3 25.379 27.917 0.67 0.80 3.79 124.20 0.000 0.000 169.29 0.00 0.00 6 121.00 RRH2x40-AWS+RDEM 3 25.379 27.917 0.68 0.80 8.04 167.13 0.000 0.000 359.02 0.00 0.00 7 121.00 80010892-VOI 3 25.379 27.917 0.62 0.80 28.40 275.00 0,000 0.000 1268.71 0.00 0.00 8 121.00 Low Profle Platform 1 25.379 27.917 1.00 1.00 25.00 1080.00 0.000 0.000 1116.68 0.00 0.00 9 121.00 KMW 3 25.379 27.917 0.65 0.80 11.76 89.10 0.000 0.000 525.34 0.00 0.00 10 121.00 r r E15S09P78 3 25.379 27.917 0.58 0.80 1.50 46.98 0.000 0.000 67.15 0.00 0.00 11 121.00 DC6-48-60-18-8F 2 25.379 27.917 1.07 0.80 4.72 59.04 0.000 0.000 210.84 0.00 0.00 12 121.00 AM -X -CD -15 -85 -OOT -RET 3 25.379 27.917 0.60 0.80 14.44 130.95 0.000 0.000 644.81 0.00 0.00. Totals: 2,510.77 5,950.97 Copyright © 2016 by Tower Engineering Solutions, LLC. All rights reserved. Structure: ID16928-A-SBA Code: EIA/TIA-222-G 2/12/2016 Site Name: Meridian 2, ID Exposure: C Height: 125.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 13 Tower Engineering Solutions Load Case: 0.9D + 1.6W 69 mph Wind Iterations 20 Dead Load Factor 0.90 s Wind Load Factor 1.60 z� Copyright © 2016 by Tower Engineering Solutions, LLC. All rights reserved. Lateral Axial Torsion Moment Elev FX (-) FY (-) MY MZ (ft) Description tib) (lb) (Ib -ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 5.00 416.09 832.92 0.00 0.00 10.00 408.16 817.73 0.00 0.00 15.00 400.24 802.54 0.00 0.00 20.00 416.26 787.36 0.00 0.00 25.00 427.47 772.17 0.00 0.00 30.00 435.03 756.98 0.00 O.Oo 33.50 306.10 520.85 0.00 0.00 35.00 132.40 390.07 0.00 0.00 40.00 447.60 1282.47 0.00 0.00 45.00 448.86 584.03 0.00 0.00 50.00 448.73 571.88 0.00 0.00 55.00 447.42 559.73 0.00 0.00 60.00 445.10 547.58 0.00 0.00 65.00 441.88 535.43 0.00 0.00 70.00 437.88 523.28 0.00 0.00 75.00 433.18 511.13 0.00 0.00 78.25 278.09 325.72 0.00 0.00 80.00 150.44 334.54 0.00 0.00 83.50 299.42 660.15 0.00 0.00 85.00 127.10 146.60 0.00 0.00 90.00 421.28 480.76 0.00 0.00 95.00 414.43 468.61 0.00 0.00 100.00 407.13 456.46 0.00 0.00 105.00 399.41 444.31 0.00 0.00 110.00 391.30 432.16 0.00 0.00 115.00 382.82 420.01 0.00 0.00 120.00 374.01 407.86 0.00 0.00 121.00 (33) attachments 6024.42 2590.89 0.00 0.00 125.00 290.90 283.34 0.00 0.00 Totals: 16,453.16 18,247.58 0.00 0.00 Copyright © 2016 by Tower Engineering Solutions, LLC. All rights reserved. Structure: ID16928-A-SBA Code: EIA/TIA-222-G 2/12/2016 Site Name: Meridian 2, ID Exposure: C IllI�' Height: 125.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 14 Tower Engineering Solufions Load Case: 0.9D + 1.6W 89 mph Wind > Iterations 20 Dead Load Factor 0.90 x Wind Load Factor 1.60 Z/ Seg Pu vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY (-) FX (-) MY (-) MZ MX Moment Pn vn Tn Mn Deflect Sway Twist Stress (ft) (kiss) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -loos) (in) (deal (deal Ratio 0.00 -18.23 -16.47 0.00 -1408.0 0.00 1408.01 3192.82 1596.41 6925.50 3467.90 0.00 0.000 0.000 0.412 5.00 -17.37 -16.09 0.00 -1325.6 0.00 1325.66 3162.84 1581.42 6729.50 3369.75 0.06 -0.106 0.000 0.399 10.00 -16.52 -15.71 0.00 -1245.2 0.00 1245.24 3131.67 1565.84 6533.50 3271.61 0.23 -0.212 0.000 0.386 15.00 -15.70 -15.33 0.00 -1166.7 0.00 1166.71 3099.32 1549.66 6337.66 3173.54 0.50 -0.317 0.000 0.373 20.00 -14.88 -14.94 0.00 -1090.0 0.00 1090.07 3065.79 1532.89 6142.13 3075.63 0.89 -0..421 0.000 0.359 25.00 -14.09 -14.53 0.00 -1015.3 0.00 1015.39 3031.07 1515.53 5947.06 2977.95 1.39 -0.525 0.000 0.346 30.00 -13.32 -14.10 0.00 -942.75 0.00 942.75 2995.17 1497.58 5752.58 2880.56 2.00 -0.627 0.000 0.332 33.50 -12.79 -13.80 0.00 -893.39 0.00 893.39 2969.33 1484.66 5616.88 2812.61 2.48 -0.699 0.000 0.322 35.00 -12.38 -13.68 0.00 -872.68 0.00 872.68 2958.08 1479.04 5558.85 2783.56 2.71 -0.730 0.000 0.318 40.00 -11.08 -13.24 0.00 -804.28 0.00 804.28 2110.59 1055.29 3933.40 1969.62 3.53 -0.830 0.000 0.414 45.00 -10.48 -12.80 0.00 -738.10 0.00 738.10 2090.16 1045.08 3808.77 1907.21 4.45 -0.928 0.000 0.392 50.00 -9.89 -12.36 0.00 -674.12 0.00 674.12 2068.55 1034.27 3683.72 1844.60 5.48 -1.043 0.000 0.370 55.00 -9.32 -11.92 0.00 -612.33 0.00 612.33 2045.75 1022.87 3558.40 1781.84 6.64 -1.156 0.000 0.348 60.00 -8.76 -11A8 0.00 -552.74 0.00 552.74 2021.76 1010.88 3432.96 1719.03 7.91 -1.266 0.000 0.326 65.00 -8.21 -11.04 0.00 -095.35 0.00 495.35 1996.59 998.30 3307.54 1656.23 9.29 -1.372 0.000 0.303 70.00 -7.68 -10.60 0.00 -440.16 0.00 440.16 1970.24 985.12 3182.29. 1593.51 10.78 -1.474 0.000 0280 75.00 -7.17 -10.16 0.00 -387.15 0.00 387.15 1942.70 971.35 3057.36 1530.95 12.38 -1.571 0.000 0.257 78.25 -6.84 -9.88 0.00 -354.11 0.00 354.11 1924.17 962.08 2976.40 1490.41 13.47 -1.632 0.000 0.241 80.00 -6.51 -9.73 0.00 -336.82 0.00 336.82 1913.98 956.99 2932.90 1468.63 14.07 -1.664 0.000 0.233 83.50 -5.85 -9.41 0.00 -302.77 0.00 302.77 1908.09 954.05 2908.08 1456.20 15.32 -1.726 0.000 0.211 85.00 -5.70 -9.29 0.00 -288.65 0.00 288.65 1899.18 949.59 2870.89 1437.58 15.86 -1.751 0.000 0.204 90.00 -5.22 -8.86 0.00 -242.21 0.00 242.21 1868.68 934.34 2747.40 1375.74 17.74 -1.827 0.000 0.179 95.00 -4.75 -8.43 0.00 -197.92 0.00 197.92 1836.99 918.50 2624.74 1314.32 19.69 -1.896 0.000 0.153 100.00 -4.30 -8.02 0.00 -155.74 0.00 155.74 1804.12 902.06 2503.07 1253.39 21.71 -1.955 0.000 0.127 105.00 -3.87 -7.60 0.00 -115,66 0.00 115.66 1770.07 885.03 2382.52 1193.03 23.79 -2.005 0.000 0.099 110.00 -3.45 -7.20 0.00 -77.64 0.00 77.64 1734.83 867.41 2263.25 1133.31 25.91 -2.044 0.000 0.071 115.00 -3.04 -6.80 0.00 -41.64 0.00 41.64 1698.40 849.20 2145.40 1074.29 28.07 -2.071 0.000 0.041 120.00 -2.64 -6.42 0.00 -7.62 0.00 7.62 1660.79 830.40 2029.12 1016.07 30.24 -2.083 0.000 0.009 121.00 -0.27 -0.30 0.00 -1.20 0.00 1.20 1653.13 826.57 2006.06 1004.52 30.68 -2.083 0.000 0.001 125.00 0.00 -0.29 0.00 0.00 0.00 0.00 1622.00 811.00 1914.55 958.70 32.42 -2.084 0.000 0.000 Copyright © 2016 by Tower Engineering Solutions, L.I.C. All rights reserved. Structure: ID16928-A-SBA Code: EIA/TIA-222-G 2/12/2016 Site Name: Meridian 2, ID Exposure: C Height: 125.00 (ft) Crest Height: 0.00 IES. Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page:15 Tower Eneinecring Solutions Load Case: 1.2D + 1.ODi + 1.OWi 40 mph Wind Iterations 19 Dead Load Factor 1.20 x Wind Load Factor 1.00 Totals: 125.00 2,511.3 23,012.7 Copyright © 2016 by Tower Engineering Solutions, LLC. All rights reserved. Tot Ice Wind Dead Dead Elev qz gzGh C Thick Tributary As CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph -ft) Cf (in) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 1.00 0.85 3.308 3.64 0.00 1200 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 3.308 3.64 0.00 1.200 0.414 5.00 22.557 27.07 98.5 136.0 1192.8 10.00 1.00 0.85 3.308 3.64 0.00 1.200 0.444 5.00 22.159 26.59 96.7 143.0 1179.6 15.00 1.00 0.85 3.308 3.64 0.00 1.200 0.462 5.00 21.751 26.10 95.0 146.1 1162.4 20.00 1.00 0.90 3.509 3.86 0.00 1.200 0.476 5.00 21.339 25.61 98.9 147.4 1143.5 25.00 1.00 0.95 3.678 4.05 0.00 1.200 0.486 5.00 20.925 25.11 101.6 147.7 1123.5 30.00 1.00 0.98 3.822 4.20 0.00 1.200 0.495 5.00 20.510 24.61 103.5 147.4 1102.9 33.50 not - Section 2 100 1.01 3.912 4.30 0.00 1.200 0.501 3.50 14.108 16.93 72.9 102.8 759.6 35.00 1.00 1.01 3.948 4.34 0.00 1.200 0.503 1.50 6.047 7.26 31.5 44.4 548.4 40.00 Top - Section 1 1.00 1.04 4.061 4.47 0.00 1.200 0.510 5.00 19.887 23.86 106.6 146.9 1803.1 45.00 1.00 1.07 4.163 4.58 0.00 1.200 0.516 5.00 19.469 23.36 107.0 145.5 870.4 50.00 1.00 1.09 4.256 4.68 0.00 1.200 0.521 5.00 19.050 22.86 107.0 143.8 852.5 55.00 1.00 1.12 4.342 4.78 0.00 1.200 0.526 5.00 18.632 22.36 106.8 141.9 834.4 60.00 1.00 1.14 4.423 4.86 0.00 1.200 0.531 5.00 18.212 21.85 106.3 139.8 816.1 65.00 1.00 1.16 4.498 4.95 0.00 1200 0.535 5.00 17.793 21.35 105.6 137.6 797.7 70.00 1.00 1.17 4.569 5.03 0.00 1.200 0.539 5.00 17.373 20.85 104.8 135.2 779.2 75.00 1.00 1.19 4.635 5.10 0.00 1.200 0.543 5.00 16.953 20.34 103.7 132.8 760.5 78.25 Bot - Section 3 1.00 1.20 4.677 5.14 0.00 1.200 0.545 3.25 10.794 12.95 66.6 85.2 484.6 80.00 1.00 1.21 4.699 5.17 0.00 1.200 0.546 1.75 5.812 6.97 36.1 46.2 473.4 83.50 Top - Section 2 1.00 1.22 4.741 5.22 0.00 1.200 0.549 3.50 11.471 13.76 71.8 91.1 933.6 85.00 1.00 1.22 4.759 5.24 0.00 1.200 0.550 1.50 4.853 5.82 30.5 38.8 218.1 90.00 1.00 1.24 4.817 5.30 0.00 1.200 0.553 5.00 15.904 19.08 101.1 126.6 713.8 95.00 1.00 1.25 4.872 5.36 0.00 1.200 0.556 5.00 15.483 18.58 99.6 123.8 694.9 100.00 1.00 117 4.925 5.42 0.00 1.200 0.559 5.00 15.062 18.07 97.9 120.9 675.8 105.00 1.00 1.28 4.976 5.47 0.00 1.200 0.561 5.00 14.641 17.57 96.2 118.0 656.7 110.00 1.00 1.29 5.025 5.53 0.00 1.200 0.564 5.00 14.221 17.06 94.3 115.1 637.5 115.00 1.00 1.30 5.072 5.58 0.00 1.200 0.566 5.00 13.800 16.56 92.4 112.0 618.3 120.00 1.00 1.32 5.117 5.63 0.00 1.200 0.569 5.00 13.378 16.05 90.4 109.0 599.0 121.00 Appurtenance(s) 1.00 1.32 5.126 5.64 0.00 1.200 0.569 1.00 2.625 3.15 17.8. 21.7 117.7 125.00 1.00 1.33 5.162 5.68 0.00 1.200 0.571 4.00 10.332 12.40 70.4 84.7 462.4 Totals: 125.00 2,511.3 23,012.7 Copyright © 2016 by Tower Engineering Solutions, LLC. All rights reserved. Structure: ID16928-A-SBA Code: EIALTIA-222-G 2/12/2016 Site Name: Meridian 2, ID Exposure: C Height: 125.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 16 Tower Engineering S.1aim Load Case: 1.2D + 1.ODi + 1.OWi 40 mph Wind V Iterations 19 Dead Load Factor 1.20 g Wind Load Factor 1.00 Z/ Copyright 0 2016 by Tower Engineering Solutions, LLC. All rights reserved. Total Dead Horiz Vert Wind Mom Mom Elev qz gzGh CaAa CaAa Load Ecc Ecc FX Y z No. (ft) Description Qty (psf) (par) x Ka Ka (sf) (lb) (ft) (ft) (lb) (Ib -ft) (Ib -ft) 1 121.00 RRH2x40-07L 3 5.126 5.639 0.75 0.80 5.59 223.16 0.000 0.000 31.50 0.00 0.00 2 121.00 TMA2061F1V1-1 3 5.126 5.639 0.61 0.75 1.49 93.25 0.000 0.000 8.39 0.00 0.00 3 121.00 SBNHH-1D65C 3 5.126 5.639 0.69 0.80 24.61 404.49 0,000 0.000 138.79 0.00 0.00 4 121.00 RRH4X25-WCS-4R 3 5.126 5.639 0.72 0.80 7.35 273.05 0.000 0.000 41.47 0.00 0.00 5 121.00 RRH2x60-1900A-4R 3 5.126 5.639 0.69 0.80 4.24 221.91 0.000 0.000 23.92 0.00 0.00 6 121.00 RRH2x40-AWS+RDEM 3 5.126 5.639 0.68 0.80 8.62 302.51 0.000 0.000 48.60 0.00 0.00 7 121.00 800 10892-VO1 3 5.126 5.639 0.62 0.80 29.69 559.28 0.000 0.000 167.41 0.00 0.00 8 121.00 Low Profile Platform 1 5.126 5.639 1.00 1.00 31.83 1481.62 0.000 0.000 179.51 0.00 0.00 9 121.00 KMW 3 5.126 5.639 0.66 0.80 13.42 136.01 0.000 0.000 75.65 0.00 0.00 10 121.00 T E15S09P78 - 3 5.126 5.639 0.59 0.80 1.94 65.33 0.000 0.000 10.94 0.00 0.00 11 121.00 DC6-48-60-18-8F 2 5.126 5.639 1.06 0.80 5.07 106.80 0.000 0.000 28.60 0.00 0.00 12 121.00 AM -X -CD -15 -85 -OOT -RET 3 5.126 5.639 0.62 0.80 16.51 193.93 0.000 0.000 93.07 0.00 0.00 Totals: 4,061.33 847.85 Copyright 0 2016 by Tower Engineering Solutions, LLC. All rights reserved. Total Applied Force Summary Structure: ID16928-A-SBA Code: EIAITIA-222-G 2/12/2016 Site Name: Meridian 2, ID Exposure: C i Height: 125.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 17 Tm e, to,i aring solutions Load Case: 1.2D + 1.ODi + 1.OWi 40 mph Wind V Iterations 19 Dead Load Factor 1.20 x Wind Load Factor 1.00 Copyright © 2016 by Tower Engineering Solutions, LLC. All rights reserved. Lateral Axial Torsion Moment Elev FX (-) FY (-) MY MZ (ft) Description (Ibl flbl fib -ft) flb-ft) 0.00 0.06 0.00 0.00 0.00 5.00 98.48 1246.53 0.00 0.00 10.00 96.75 1233.34 0.00 0.00 15.00 94.96 1216.17 0.00 0.00 20.00 98.85 1197.24 0.00 0.00 25.00 101.60 1177.30 0.00 0.00 30.00 103.48 1156.69 0.00 0.00 33.50 72.85 79725 0.00 0.00 35.00 31.51 564.53 0.00 0.00 40.00 106.60 1856.90 0.00 0.00 45.00 106.98 924.18 0.00 0.00 50.00 107.03 906.27 0.00 0.00 55.00 106.79 888.17 0.00 0.00 60.00 106.32 869.89. 0.00 0.00 65.00 105.64 851.48 .0.00 0.00 70.00 104.77 832.94 0.00 0.00 75.00 103.73 814.28 0.00 0.00 78.25 66.64 519.53 0.00 0.00 80.00 36.05 492.23 0.00 0.00 83.50 71.79 971.27 0.00 0.00 85.00 30.49 234.25 0.00 0.00 90.00 101.12 767.60 0.00 0.00 95.00 99.57 748.62 0.00 0.00 100.00 97.92 729.56 0.00 0.00 105.00 96.16 710.44 0.00 0.00 110.00 94.32 691.27 0.00 0.00 115.00 92.39 672.04 0.00 0.00 120.00 90.37 652.76 0.00 0.00 121.00 (33) attachments 865.61 4189.81 0.00 0.00 125.00 70.40 462.44 0.00 0.00 Totals: 3,359.15 28,374.99 0.00 0.00 Copyright © 2016 by Tower Engineering Solutions, LLC. All rights reserved. Structure: ID16928-A-SBA Code: EIA/TIA-222-G 2/12/2016 Site Name: Meridian 2, ID Exposure: C Height: 125.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struet Class: II Page: 18 Tmrerhgiume gSolutions Load Case: 1.2D Dead Wind + Load Load 1.ODi + Factor Factor 1.OWi 40 mph Wind' 1.20 1.00 Iterations x 19 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY (-) FX (-) MY(-) MZ MX Moment Pn Vn To Mn Deflect Sway Twist Stress (ft) (kips) (kips) Ift-kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) (deal Ratio 0.00 -28.37 -3.36 0.00 -268.66 0.00 268.66 3192.82 1596.41 6925.50 3467.90 0.00 0.000 0.000 0.086 5.00 -27.13 -3.27 0.00 -251.85 0.00 251.85 3162.84 1581.42 6729.50 3369.75 0.01 -0.020 0.000 0.083 10.00 -25.89 -3.19 0.00 -235.47 0.00 235.47 3131.67 1565.84 6533.50 3271.61 0.04 -0.040 0.000 0.080 15.00 -24.68 -3.10 0.00 -219.54 0.00 219.54 3099.32 1549.66 6337.66 3173.54 0.10 -0.060 0.000 0.077 20.00 -23.48 -3.01 0.00 -204.05 0.00 204.05 3065.79 1532.89 6142.13 3075.63 0.17 -0.080 0.000 0.074 25.00 -22.30 -2.91 0.00 -189.02 0.00 189.02 3031.07 1515.53 5947.06 2977.95 0.26 -0.099 0.000 0.071 30.00 -21.14 -2.81 0.00 -174.47 0.00 174.47 2995.17 1497.58 5752.58 2880.56 0.38 -0.118 0.000 0.068 33.50 -20.34 -2.74 0.00 -164.63 0.00 164.63 2969:33 1484.66 5616.88 2812.61 0.47 -0.131 0.000 0.065 35.00 -19.78 -2.71 0.00 -160.52 0.00 160.52 2958.08 1479.04 5558.85 2783.56 0.51 -0.137 0.000 0.064 40.00 -17.92 -2.61 0.00 -146.97 0.00 146.97 2110.59 1055.29 3933.40 1969.62 0.66 -0.155 0.000 0.083 45.00 -17.00 -2.50 0.00 -133.94 0.00 133.94 2090.16 1045.08 3808.77 1907.21 0.84 -0.173 0.000 0.078 50.00 -16.09 -2.40 0.00 -121.44 0.00 121.44 2068.55 1034.27 3683.72 1844.60 1.03 -0.194 0.000 0.074 55.00 -15.20 -2.29 0.00 -109.45 0.00 109.45 2045.75 1022.87 3558.40 1781.84 1.24 -0.214 0.000 0.069 60.00 -14.33 -2.19 0.00 -97.99. 0.00 97.99 2021.76 1010.88 3432.96 1719.03 1.48 -0.234 0.000 0.064 65.00 -13.48 -2.08 0.00 -87.05 0.00 87.05 1996.59 998.30 3307.54 1656.23 1.73 -0.252 0.000 0.059 70.00 -12.65 -1.98 0.00 -76.64 0.00 76.64 1970.24 985.12 3182.29 1593.51 2.01 -0.270 0.000 0.055 75.00 -11.83 -1.87 0.00 -66.75 0.00 66.75 1942.70 971.35 3057.36 1530.95 2.30 -0.287 0.000 0.050 78.25 -11.31 -1.81 0.00 -60.67 0.00 60.67 1924.17 962.08 2976.40 1490.41 2.50 -0.298 0.000 0.047 80.00 -10.82 -1.77 0.00 -57.51 0.00 57.51 1913.98 956.99 2932.90. 1468.63 2.61 -0.303 0.000 0.045 83.50 --9.85 -1.69 0.00 -51.32 0.00 51.32 1908.09 954.05 2908.08 1456.20 2.84 -0.314 0.000 0.040 85.00 -9.62 -1.66 0.00 -48.78 0.00 48.78 1899.18 949.59 2870.89 1437.58 2.94 -0.318 0.000 0.039 90.00 -8.85 -1.56 0.00 -40.47 0.00 40.47 1868.68 934.34 2747.40 1375.74 3.28 -0.331 0.000 0.034 95.00 -8.10 -1.46 0.00 -32.68 0.00 32.68 1836.99 918.50 2624.74 1314.32 3.63 -0.342 0.000 0.029 100.00 -7.37 -1.35 0.00 -25.40 0.00 25.40 1804.12 902.06 2503.07 1253.39 3.99 -0.352 0.000 0.024 105.00 -6.66 -1.26 0.00 -18.62 0.00 18.62 1770.07 885.03 2382.52 1193.03 4.37 -0.360 0.000 0.019 110.00 -5.97 -1.16 0.00 -12.35 0.00 12.35 1734.83 867.41 2263.25 1133.31 4.75 -0.366 0.000 0.014 115.00 -5.30 -1.06 0.00 -6.56 0.00 6.56 1698.40 849.20 2145.40 1074.29 5.13 -0.370 0.000 0.009 120.00 -4.65 -0.97 0.00 -1.26 0.00 1.26 1660.79 830.40 2029.12 1016.07 5.52 -0.372 0.000 0.004 121.00 -0.46 -0.07 0.00 -0.29 0.00 0.29 1653.13 826.57 2006.06 1004.52 5.60 -0.372 0.000 0.001 125.00 0.00 -0.07 0.00 0.00 0.00 0.00 1622.00 811.00 1914.55 958.70 5.91 -0.373 0.000 0.000 Copyright © 2016 by Tower Engineering Solutions, LLC. All rights reserved. Structure: ID16928-ASBA Code: EIARIA-222-G 2/12/2016 Site Name: Meridian 2, ID Exposure: C Height: 125.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 19 Town Engi.,,mg&lwi... Load Case: 1.2D + 1.0E V Iterations 19 Gust Response Factor 1.10 Sds 0.31 Ss 0.29 Dead Load Factor 1.20 Seismic Load Factor 1.00 Sd1 0.16 5�/ S1 0.10 Wind Load Factor 0.00 Structure Frequency 0.62 SA 0.10 Seismic Importance Factor 1.00 Top Lateral Elev Wz Fs (ft) Description (lb) a b c (lb) R: 1.50 0.00 0.00 0.00 0.00 0.00 0.00 5.00 880.67 0.00 0.04 0.02 18.58 10.00 863.79 0.01 0.06 0.03 27.20 15.00 846.92 0.03 0.07 0.04. 31.14 20.00 830.04 0.05 0.07 0.04 32.98 25.00 813.17 0.08 0.07 0.04 34.05 30.00 796.29 0.11 0.07 0.04 34.92 33.50 Bet, Section 2 547.36 0.14 0.07 0.03 24.73 35.00 419.97 0.15. 0.07 0.03 19.20 40.00 Top - Section 1 1380.1 0.19 0.06 0.02 65.02 45.00 604.13 0.24 0.06 0.02 28.59 50.00 590.63 0.30 0.04 0.01 26.88 55.00 577.13 0.37 0.03 0.01 23.57 60.00 563.63 0.44 0.01 0.01 18.52 65.00 550.13 0.51 -0.02 0.01 12.03 70.00 536.63 0.59 -0.05 0.01 4.98 75.00 523.13 0.68 -0.08 0.03 -1.28 78.25 Bot - Section 3 332.79 0.74 -0.10 0.04 -2.70 80.00 356.03 0.77 -0.11 0.05 -3.62 83.50 Top - Section 2 702.14 0.84 -0.12 0.07 -8.08 85.00 149.45 0.87 -0.12 0.08 -1.61 90.00 489.38 0.98 -0.11 0.12 -0.94 95:00 475.88 1.09 -0.07 0.18 8.57 100.00 462.38 1.21 0.01 0.26 23.05 105.00 448.88 1.33 0.17 0.37 42.22 110.00 435.38 1.45 0.42 0.50 65.71 115.00 421.88 1.60 0.78 0.67 93.08 120.00 408.38 1.74 1.29 0.88 123.89 121.00 Appurtenance(s) 2869.8 1.77 1.41 0.93 922.65 125.00 314.82 1.89 1.98 1.14 125.72 Totals: 19,190.9 1,789.1 Total Wind: 16,453.2 Seismic Base Shear is Less Than 50% of Wind Force - An Analysis is NOT Required Copyright @2016 by Tower -Engineering Solutions, LLC. All rights reserved. Calculated Forces Structure: ID16928-A-SBA Code: EIAMA-222-G 2/12/2016 Site Name: Meridian 2, ID Exposure: C p(dl Height: 125.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 20 Tower Engineering Su]u(Ws Copyright 9 2016 by Tower Engineering Solutions, LLC. All rights reserved. Load Case: 1.2D + 1.0E % Iterations 19 Gust Response Factor 1.10 Sds 0.31 Ss 0.29 Dead Wind Load Load Factor Factor 1.20 0.00 Seismic Load Factor 1.00 Structure Frequency 0.62 Sd1 0.16 SA 0.10 71r Seismic Importance S1 Factor 0.10 1.00 Seg Pu vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY (-) FX (-) MY (-) MZ MX Moment Pn vn Tn Mn Deflect Sway Twist Stress (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) Weal (kips) (ft -kips) (ft -kips) (in) (deg) (deal Ratio 0.00 -24.33 -1.81 0.00 -184.90 0.00 184.90 3192.82 1596.41 6925.50 3467.90 0.00 0.00 0.061 5.00 -2322 -1.80 0.00 -175.85 0.00 175.85 3162.84 1581.42 6729.50 3369.75 0.01 -0.01 0.060 10.00 -22.13 -1.77 0.00 -166.87 0.00 166.87 3131.67 1565.84 6533.50 3271.61 0.03 -0.03 0.058 15.00 -21.06 -1.75 0.00 -157.99 0.00 157.99 3099.32 1549.66 6337.66 3173.54 0.07 -0.04 0.057 20.00 -20.01 -1.72 0.00 -14925 0.00 149.25 3065.79 1532.89 6142.13 3075.63 0.12 -0.06 0.055 25.00 -18.98 -1,69 0,00 -140.65 0,00 140.65 3031.07 1515.53 5947.06 2977.95 0.19 -0.07 0.053 30.00 -17.97 -1.66 0.00 -132.21 0.00 132.21 2995.17 1497.58 5752.58 2880.56 027 -0.08 0.052 33.50 -17.27 -1.63 0.00 -126.41 0.00 126.41 2969.33 1484.66 5616.88 2812.61 0.33 -0.10 0.051 35.00 -16.75 -1.62 0.00 -123.97 0.00 123.97 2958.08 1479.04 5558.85 2783.56 0.36 -0.10 0.050 40.00 -15.04 -1.55 0.00 -115.89 0.00 115.89 2110.59 1055.29 3933.40 1969.62 0.48 -0.11 0.066 45.00 -14.26 -1.52 0.00 -108.13 0.00 108.13 2090.16 1045.08 3808.77 1907.21 0.60 -0.13 0.064 50.00 -13.50 -1.50 0.00 -100.51 0.00 100.51 2068.55 1034.27 3683.72 1844.60 0.75 -0.15 0.061 55.00 -12.75 -1.48 0.00 -93.01 0.00 93.01 2045.75 1022.87 3558.40 1781.84 0.91 -0.16 0.058 60.00 -12.02 -1.46 0.00 -85.62 0.00 85.62 2021.76 1010.88 3432.96 1719.03 1.09 -0.18 0.056 65.00 -11.31 -1.45 0.00 -78.32 0.00 78.32 1996.59 998.30 3307.54 1656.23 1.28 -0.20 0.053 70.00 -10.61 -1.45 0.00 -71.07 0.00 71.07 1970.24 985.12 3182.29 1593.51 1.50 -0.21 0.050 75.00 -9.93 -1.44 0.00 -63.84 0.00 63.84 1942.70 971.35 3057.36 1530.95 1.73 -0.23 0.047 78.25 -9.49 -1.44 0.00 -59.15 0.00 59.15 1924.17 962.08 2976.40 1490.41 1.88 -0.24 0.045 80.00 -9.05 -1.44 0.00 -56.62 0.00 56.62 1913.98 956.99 2932.90 1468.63 1.97 -0.24 0.043 83.50 -8.17 -1.44 0.00 -51.57 0.00 51.57 1908.09 954.05 2908.08 1456.20 2.15 -0.25 0.040 85.00 -7.97 -1.44 0.00 -49.41 0.00 49.41 1899.18 949.59 2870.89 1437.58 2.24 -0.26 0.039 90.00 -7.33 -1.44 0.00 -42.20 0.00 42.20 1868.68 934.34 2747.40 1375.74 2.51 -0.27 0.035 95.00 -6.71 -1.43 0.00 -35.00 0.00 35.00 1836.99 918.50 2624.74 1314.32 2.80 -0.28 0.030 100.00 -6.10 -1.40 0.00 -27.85 0.00 27.85 1804.12 902.06 2503.07 1253.39 3.11 -0.29 0.026 105.00 -5.51 -1.36 0.00 -20.82 0.00 20.82 1770.07 885.03 2382.52 1193.03 3.42 -0.30 0.021 110.00 -4.93 -1.29 0.00 -14.02 0.00 14.02 1734.83 867.41 2263.25 1133,31 3.74 -0.31 0.015 115.00 -4.37 -1.20 0.00 -7.56 0.00 7.56 1698.40 849.20 2145.40 1074.29 407 -0.31 0.010 120.00 -3.83 -1.07 0.00 -1.58 0.00 1.58 1660.79 830.40 2029.12 1016.07 4.40 -0.32 0.004 121.00 -0.38 -0.13 0.00 -0.51 0.00 0.51 1653.13 826.57 2006.06 1004.52 4.46 -0.32 0.001 125.00 0.00 -0.13 0.00 0.00 0.00 0.00 1622.00 811.00 1914.55 958.70 4.73 -0.32 0.000 Copyright 9 2016 by Tower Engineering Solutions, LLC. All rights reserved. Seismic Segment Forces (Factored) Structure: ID16928-A-SBA Code: EIArFIA-222-G 2/12/2016 Site Name: Meridian 2, ID Exposure: C Height: 125.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 21 ToNm Engineering Solutions Load Case: a 1.0E Iterations 19 Gust Response Factor 1:10 Sds 0.31 x Ss 0.29 Dead Load Factor 0.90 Seismic Load Factor 1.00 Sd1 0.16 z S1 0.10 Wind Load Factor 0.00 Structure Frequency 0.62 SA 0.10 Seismic Importance Factor 1.00 Top Lateral Elev Win Fs (ft) Description (lb) a b c (lb) 0.00 0.00 0.00 0.00 0.00 0.00 5.00 880.67 0.00 0,04 0.02 18.58 10.00 863.79 0.01 0.06 0.03 27.20 15.00 846.92 0.03 0.07 0.04 31.14 20.00 830.04 0.05 0.07 0.04 32.98 25.00 813.17 0.08 0.07 0.04 34.05 30.00 796.29 0.11 0.07 0.04 34.92 33.50 But - Section 2 547.36 0.14 0.07 0.03 24.73 35.00 419.97 0.15 0.07 0.03 19.20 40.00 Top - Section 1 - 1380.1 0.19 0.06 0.02 65.02 45.00 604.13 0.24 0.06 0.02 28.59 50.00 590.63 0.30 0.04 0.01 26.88 55.00 577.13 0.37 0.03 0.01 23.57 60.00 563.63 0.44 0.01 0.01 18.52 65.00 550.13 0.51 -0.02 0.01 12.03 70.00 536.63 0.59 -0.05 0.01 4.98 75.00 523.13 0.68 -0.08 0.03 -1.28 78.25 Bot - Section 3 332.79 0.74 -0.10 0.04 -2.70 80.00 356.03 0.77 -0.11 0.05 -3.62 83.50 Top - Section 2 702.14 0.84 -0.12 0.07 -8.08 85.00 149.45 0.87 -0.12 0.08 -1.61 90.00 489.38 0.98 -0.11 0.12 -0.94 95.00 475.88 1.09 -0.07 0.18 8.57 100.00 462.38 121 0.01 0.26 23.05 105.00 448.88 1.33 0.17 0.37 42.22 110.00 435.38 1.46 0.42 0.50 65.71 115.00 421.88 1.60 0.78 0.67 93.08 120.00 408.38 1.74 1.29 0.88 123.89 121.00 Appurtenance(s) 2869.8 1.77 1.41 0.93 922.65 125.00 314.82 1.89 1.98 1.14 125.72 Totals: 19,190.9 1,789.1 Seismic Base Shear is Less Than 50% of Wind Force - An Analysis is NOT Required Copyright @ 2016 by Tower Engineering Solutions, LLC. All rights reserved. Total Wind: R: 1.50 16,453.2 Calculated Forces Structure: ID16928-A-SBA Code: EIA/TIA-222-G 2/12/2016 Site Name: Meridian 2, ID Exposure: C III oil Height: 125.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 22 Tm,e Engineering Solutions Load Case: 0.91) + 1.0E} Iterations 19 Gust Response Factor 1.10 Sds 0.31 �7-- x Ss 0.29 Dead Load Factor 0.90 Seismic Load Factor 1.00 SO 0.16 � S1 0.10 Wind Load Factor 0.00 Structure Frequency 0.62 SA 0.10 Seismic Importance Factor 1.00 Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY (-) FX (-) MY (-) MZ MX Moment Pn Vn Tn Mn Deflect Sway Twist Stress (ft) (kinsl (kips) (ft -kips] (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deal (deg) Ratio 0.00 -18.25 -1.81 0.00 -183.99 0.00 183.99 3192.82 1596.41 6925.50 3467.90 0.00 0.00 0.059 5.00 -17.41 -1.79 0.00 -174.95 0.00 174.95 3162.84 1581.42 6729.50 3369.75 0.01 -0.01 0.057 10.00 -16.60 -1.77 0.00 -165.97 0.00 165.97 3131.67 1565.84 6533.50 3271.61 0.03 -0.03 0.056 15.00 -15.79 -1.74 0.00 -157.12 0.00 157.12 3099.32 1549.66 6337.66 3173.54 0.07 -0.04 0.055 20.00 -15.01 -1.71 0.00 -148.40 0.00 148.40 3065.79 1532.89 6142.13 3075.63 0.12 -0.06 0.053 25.00 -14.23 -1.68 0.00 -139.83 0.00 139.83 3031.07 1515.53 5947.06 2977.95 0.18 -0.07 0.052 30.00 -13.48 -1.65 0.00 -131.42 0.00 131.42 2995.17 1497.58 5752.58 2880.56 0.27 -0.08 0.050 33.50 -12.95 -1.63 0.00 -125.65 0.00 125.65 2969.33 1484.66 5616.88 2812.61 0.33 -0.09 0.049 35.00 -12.56 -1.61 OAO -123.21 0.00 123.21 2958.08 1479.04 5558.85 2783.56 0.36 -0.10 0.049 40.00 -1128 -1.54 0.00 -115.17 0.00 115.17 2110:59 1055.29 3933.40 1969.62 0.47 -0.11 0.064 45.00 -10.70 -1.52 0.00 -107.46 0.00 107.46 2090.16 1045.08 3808.77 1907.21 0.60 -0.13 0.061 50.00 -10.12 -1.49 0.00 -99.88 0.00 99.88 2068.55 1034.27 3683.72 1844.60 0.74 -0.14 0.059 55.00 -9.56 -1.47 0.00 -92.43 0.00 92.43 2045.75 1022.87 3558.40 1781.84 0.90 -0.16 0.057 60.00 -9.02 -1.45 0.00 -85.09 0.00 85.09 2021.76 1010.88 3432.96 1719.03 1.08 -0.18 0.054 65.00 -8.48 -1.44 0.00 -77.83 0.00 77.83 1996.59 998.30 3307.54 1656.23 1.27 -0.19 0.051 70.00 -7.96 -1.43 0.00 -70.63 0.00 70.63 1970.24 985.12 3182.29 1593.51 1.49 -0.21 0.048 75.00 -7.45 -1.43 0.00 -63.46 0.00 63.46 1942.70 971.35 3057.36 1530.95 1.72 -0.23 0.045 78.25 -7.12 -1.43 0.00 58.80 9.00 58.80 1924.17 962.08 2976.40 1490.41 1.87 -0.24 0.043 80.00 -6.79 -1.43 0.00 -56.29 0.00 56.29 1913.98 956.99 2932.90 1468.63 1.96 -0.24 0.042 83.50 -6.12 -1.43 0.00 -51.27 0.00 51.27 1908.09 954.05 2908.08 1456.20 2.14 -0.25 0.038 85.00 -5.98 -1.43 0.00 -49.12 0.00 49.12 1899.18 949.59 2870.89 1437.58 2.22 -0.26 0.037 90.00 -5.50 -1.43 0.00 -41.96 0.00 41.96 1868.68 934.34 2747.40 1375.74 2.50 -0.27 0.033 95.00 -5.03 -1.42 0.00 -34.80 0.00 34.80 1836.99 918.50 2624.74 1314.32 2.79 -0.28 0.029 100.00 -4.57 -1.40 0.00 -27.70 0.00 27.70 1804.12 902.06 2503.07 1253.39 3.09 -0.29 0.025 105.00 -4.13 -1.35 0.00 -20.71 0.00 20.71 1770.07 885.03 2382.52 1193.03 3.40 -0.30 0.020 110.00 -3.70 -1.29 0.00 -13.95 0.00 13.95 1734.83 867.41 2263.25 1133.31 3.72 -0.31 0.014 115.00 -3.28 -1.19 0.00 -7.52 0.00 7.52 1698.40 849.20 2145.40 1074.29 4.04 -0.31 0.009 120.00 -2.87 -1.06 0.00 -1.57 0.00 1.57 1660.79 .830.40 2029.12 1016.07 4.37 -0.31 0.003. 121.00 -028 -0.13 0.00 -0.51 0.00 0.51 1653.13 826.57 2006.06 1004.52 4.44 -0.31 0.001 125.00 0.00 -0.13 0.00 0.00 0.00 0.00 1622.00 811.00 1914.55 958.70 4.70 -0.31 0.000 Copyright © 2016 by Tower Engineering Solutions, LLC. All rights reserved. Wind Loading - Shaft. Structure: ID16928-A-SBA Code: EIA/TIA-222-G 2/12/2016 Site Name: Meridian 2, ID Exposure: C Height: 125.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 StructClass: II Page: 23 Tower EnsineenngSolutions Load Case: 1.OD + 1.OW 60 mph Wind Iterations 19 Dead Load Factor 1.00 a Wind Load Factor 1.00 Totals: 125.00 2,983.2 16,401.2 Copyright © 2016 by Tower Engineering Solutions, LLC. All tights reserved. Tot Ice Wind Dead Dead Elev qz gzGh C Thick Tributary As CfAa Force Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph -ft) Cf (in) In) (sf) (sf) (lb) (lb) (lb) 0.00 1.00 0.85 7.442 8.19 248.09 0.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 7.442 8.19 243.41 0.650 0.000 5.00 22.212 14.44 118.2 0.0 880.7 10.00 1.00 0.85 7.442 8.19 238.73. 0.650 0.000 5.00 21.789 14.16 115.9 0.0 863.8 15.00 1.00 0.85 7.442 8.19 234.04 0.650 0.000 5.00 21.366 13.89 113.7 0.0 846.9 20.00 1.00 0.90 7.896 8.69 236.26 0.650 0.000 5.00 20.943 13.61 118.2 0.0 830.0 25.00 1.00 0.95 8.276 9.10 236.94 0.650 0.000 5.00 20.520 13.34 121.4 0.0 813.2 30.00 1.00 0.98 8.600 9.46 236.50 0.650 0.000 5.00 20.097 13.06 123.6 0.0 796.3 33.50 But - Section 2 1.00 1.01 8.802 9.68 235.70 0.650 0.000 3.50 13.816 8.98 87.0 0.0 547.4 35.00 1.00 1.01 8.883 9.77 235.25 0.650 6.009 1.50 5.921 3.85 37.6 0.0 420.0 40.00 Top - Section l 1.00 1.04 9.137 10.05 233.40 0.650 0.000 5.00 19.462 12.65 127.1 0.0 1380.2 45.00 1.00 1.07 9.366 10.30 233.68 0.650 0.000 5.00 19.039 12.38 127.5 0.0 604.1 50.00 1.00 1.09 9.576 10.53 230.98 0.650 0.000 5.00 18.616 12.10 127.5 0.0 590.6 55.00 1.00 1.12 9.770 10.75 227.94 0.650 0.000 5.00 18.193 11.83 127.1 0.0 577.1 60.00 1.00 1.14 9.951 10.95 224.63 0.650 0.000 5.00 17.770 11.55 126.4 0,0 563.6 65.00 1.00 1.16 10.120 11.13 221.07 0.650 0.000 5.00 17.347 11.28 125.5 0.0 550.1 70.00 1.00 1.17 10.279 11.31 217.30 0.650 0.000 5.00 16.924 11.00 124.4 0.0 536.6 75.00 1.00 1.19 10.430 11.47 213.34 0.650 0.000 5.00 16.501 10.73 123.0 0.0 523,1 78.25 Bot - Section 3 1.00 1.20 10.523 11.58 210.68 0.650 0.000 3.25 10.499 6.82 79.0 0.0 332.8 80.00 1.00 1.21 10.572 11.63 209.22 0.650 0.000 1.75 5.653 3.67 42.7 0.0 356.0 83.50 Top - Section 2 1.00 1.22 10.668 11.73 206.24 0.650 0.000 3.50 11.151 7.25 85.1 0.0 702.1 85.00 1.00 1.22 10.708 11.78 207.75 0.650 0.000 1.50 4.715 3.07 36.1 0.0 149.4 90.00 1.00 1.24 10.838 11.92 203.36 0.650 0.000 5.00 15.443 10.04 119.7 0.0 489.4 95.00 1.00 1.25 10.962 12.06 198.84 0.650 0.000 5.00 15.020 9.76 117.7 0.0 475.9 100.00 1.00 1.27 11.081 12.19 194.20 0.650 0.000 5.00 14.597 9.49 115.6 0.0 462.4 105.00 1.00 1.28 11.195 12.31 189.45 0.650 0.000 5.00 14.174 9.21 113.5 0.0 448.9 110.00 1.00 1.29 11.305 12.44 184.62 0.650 0.000 5.00 13.751 8.94 111.2 0.0 435.4 115.00 1.00 1.30 11.412 12.55 179.69 0.650 0.000 5.00 13.327 8.66 108.7 0.0 421.9 120.00 1.00 1.32 11.514 12.67 174.67 0.650 0.000 5.00 12.904 8.39 106.2 0.0 408.4 121.00 Appurtenance(s) 1.00 1.32 11.534 12.69 173.66 0.650 0.000 1.00 2.530 1.64 20.9 0.0 80.1 125.00 1.00 1.33 11.614 12.78 169.58 0.650 0.000 4.00 9.951 6.47 82.6 0.0 314.8 Totals: 125.00 2,983.2 16,401.2 Copyright © 2016 by Tower Engineering Solutions, LLC. All tights reserved. Discrete Appurtenance Structure: ID16928-A-SBA Code: EIAMA-222-G 2/12/2016 Site Name: Meridian 2, ID Exposure: C Height: 125.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 24 Tower Engineering Solunom Load Case: 1.OD + 1.OW 60 mph Wind if Iterations 19 Dead Load Factor 1.00 x Wind Load Factor 1.00 z Totals: 2,789.75 Copyright© 2016hy Tower Engineering Solutions, LLC. All rights reserved. 1,590.40 Total Dead Horiz Vert Wind Mom Mom Elev qz gzGh CaAa CaAa Load Ecc Ecc Fx Y z No. (ft) Description Qty (psf) (psf) x Ka Ka (sf) (lb) (ft) (ft) (lb) (Ib -ft) (Ib -ft) 1 121.00 RRH2x40-071- 3 11.534 12.688 0.74 0.80 4.68 180.00 0.000 0.000 59.39 0.00 0.00 2 121.00 TMA2061 F1V1-1 3 11.534 12.688 0.60 0.75 1.26 59.40 0.000 0.000 15.99 0.00 0.00 3 121.00 SBNHH-1D65C 3 11.534 12.688 0.67 0.80 22.96 148.80 0.000 0.000 291.34 0.00 0.00 4 121.00 RRH4X25-WCS-4R 3 11.534 12.688 0.70 0.80 6.67 210.00 0.000 0.000 84.68 0.00 0.00 5 121.00 RRH2x60-1900A-4R 3 11.534 12.688 0.67 0.80 3.79 138.00 0.000 0.000 48.09 0.00 0.00 6 121.00 RRH2x40-AWS+RDEM 3 11.534 12.688 0.68 0.80 8.04 185.70 0.000 0.000 101.98 0.00 0.00 7 121.00 80010892-VOI 3 11.534 12.688 0.62 0.80 28.40 305.55 0.000 0.000 360.38 0.00 0.00 8 121.00 Low Profile Platform 1 11.534 12.688 1.00 1.00 25.00 1200.00 0.000 0.000 317.20 0.00 0.00 9 121.00 KMW 3 11.534 12.688 0.65 0.80 11.76 99.00 0.000 0.000 149.23 0.00 0.00 10 121.00 _ T E15S09P78 3 11.534 12.688 0.58 0.80 1.50 52.20 0.000 0.000 19.07 0.00 0.00 11 121.00 DC648-60-18-8F 2 11.534 12.688 1.07 0.80 4.72 65.60 0.000 0.000 59.89 0.00 0.00 12 121.00 AM -X -CD -15 -85 -OOT -RET 3 11.534 12.688 0.60 0.80 14.44 145.50 0.000 0.000 183.16 0.00 0.00 Totals: 2,789.75 Copyright© 2016hy Tower Engineering Solutions, LLC. All rights reserved. 1,590.40 Structure: ID16928-A-SBA Code: EIA/TIA-222-G 2/12/2016 Site Name: Meridian 2, ID Exposure: C Height: 125.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 25 Tower Engineering Solnrions Load Case: 1.OD + 1.OW 60 mph Wind Iterations 19 Dead Load Factor 1.00a Wind Load Factor 1.00 Copyright © 2016 by Tower Engineering Solutions, LLC. All rights reserved. Lateral Axial Torsion Moment Elev FX (-) FY (-) MY MZ (ft) Describtion (lb) (Ib) (Ib -ft) Ilb-ft 0.00 0.00 0.00 0.00 0.00 5.00 119.19 925.47 0.00 0.00 10:00 115.94 908.59 0.00 0.00 15.00 113.69 891.72 0.00 0.00 20.00 118.24 874.84 0.00 0.00 25.00 121.42 857.97 0.00 0.00 30.00 123.57 841.09 0.00 0.00 33.50 86.95 578.72 0.00 0.00 35.00 37.51 433.41 0.00 0.00 40.00 127.14 1424.97 0.00 0.00 45.00 127.50 648.93 0.00 0.00 50.00 127.46 635.43 0.00 0.00 55.00 127.09 621.93 0.00 0.00 60.00 126.43 608.43 0.00 0.00 65.00 125.52 594.93 0.00 0.00 70.00 124.38 581.43 0.00 0.00 75.00 123.05 567.93 0.00 0.00 78.25 78.99 361.91 0.00 0.00 80.00 42.73 371.71 0.00 0.00 83.50 85.05 733.50 0.00 0.00 85.00 36.10 162.89 0.00 0.00 90.00 119.67 534.18 0.00 0.00 95.00 117.72 520.68 0.00 0.00 100.00 115.65 507.18 0.00 0.00 105.00 113.45 493.68 0.00 0.00 110.00 111.15 480.18 0.00 0.00 115.00 108.74 466.68. 0.00 0.00 120.00 106.24 453.18 0.00 0.00 121.00 (33) attachments 1711.27 2878.77 0.00 0.00 125.00 82.63 314.82 0.00 0.00 Totals: 4,673.60 20,275.08 0.00 0.00 Copyright © 2016 by Tower Engineering Solutions, LLC. All rights reserved. Calculated Forces Structure: ID16928-A-SBA Code: EIA/TIA-222-G 2/12/2016 ` Site Name: Meridian 2, ID Exposure: C Height: 125.00 (ft) Crest Height: 0.00 Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 StructClass: II Page: 26 To,.r,e„r...im,aomm„, Load Case: 1.01D + 1:OW 60 mph Wind Iterations 19 Dead Load Factor 1.00�`- Wind Load Factor 1.00 z Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Rotation Rotation Elev FY (-) FX (-) MY (-) MZ MX Moment Pn Vn Tn Mn Deflect Sway Twist Stress (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) (deal Ratio 0.00 -20.27 -4.68 0.00 -400.58 0.00 400.58 3192.82 1596.41 6925.50 3467.90 0.00 0.000 0.000 0.122 5.00 -19.35 -4.57 0.00 -377.19 0.00 377.19 3162.84 1581.42 6729.50 3369.75 0.02 -0.030 0.000 0.118 10.00 -18.44 -4.46 0.00 -354.34 0.00 354.34 3131.67 1565.84 6533.50 3271.61 0.06 -0.060 0.000 0.114 15.00 -17.54 -4.36 0.00 -332.02 0.00 332.02 3099.32 1549.66 6337.66 3173.54 0.14 -0.090 0.000 0.110 20.00 -16.66 -4.25 0.00 -310.24 0.00 310.24 3065.79 1532.89 6142.13 3075.63 0.25 -0.120 0.000 0.106 25.00 -15.80 -4.13 0.00 -289.01 0.00 289.01 3031.07 1515.53 5947.06 2977.95 0.40 -0.149 0.000 0.102 30.00 -14.96 -4.01 0.00 -268.35 0.00 268.35 2995.17 1497.58 5752.58 2880.56 0.57 -0.179 0.000 0.098 33.50 -14.38 -3.93 0.00 -254.32 0.00 254.32 2969.33 1484.66 5616.88 2812.61 0.71 -0.199 0.000 0.095 35.00 -13.95 -3.89 0.00 -248.43 0.00 248.43 2958.08 1479.04 5558.85 2783.56 0.77 -0.208 0.000 0.094 40.00 -12.52 -3.76 0.00 -228.97 0.00 228.97 2110.59 1055.29 3933.40 1969.62 1.00 -0.236 0.000 0.122 45.00 -11.87 -3.64 0.00 -210.15 0.00 210.15 2090.16 1045.08 3808.77 1907.21 1.27 -0:264 0.000 0.116 50.00 -11.23 -3.52 0.00 -191.94 0.00 191.94 2068.55 1034.27 3683.72 1844.60 1.56 -0.297 0.000 0.109 55.00 -10.61 -3.39 0.00 -174.36 0.00 174.36 2045.75 1022.87 3558.40 1761.84 1.89 -0.329 0.000 0.103 60.00 -10.00 -3.27 0.00 -157.40 0.00 157.40 2021.76 1010.88 3432.96 1719.03 2.25 -0.360 0.000 0.097 65.00 -9.41 -3.14 0.00 -141.06 0.00 141.06 1996.59 998.30 3307.54 1656.23 2.64 -0.391 0.000 0.090 70.00 -8.82 -3.02 0.00 -125.35 0.00 125.35 1970.24 985.12 3182.29 1593.51 3.07 -0.419 0.000 0.083 75.00 -8.26 -2.89 0.00 -110.26 0.00 110.26 1942.70 971.35 3057.36 1530.95 3.52 -0.447 0.000 0.076 78.25 -7.89 -2.81 0.00 -100.85 0.00 100.85 1924.17 962.08 2976.40 1490.41 3.83 -0.465 0.000 0.072 80.00 -7.52 -2.77 0.00 -95.92 0.00 95.92 1913.98 956.99 2932.90 1468.63 4.01 -0.474 0.000 0.069 83.50 -6.79 -2.68 0.00 -.86.23 0.00 86,23 1908.09 954.05 2908.08 1456.20 4.36 -0.491 0.000 0.063 85.00 -6.63 -2.65 0.00 -82.21 0.00 82.21 1899.18 949.59 2870.89 1437.58 4.52 -0.499 0.000 0.061 90.00 -6.09 -2.52 0.00 -68.98 0.00 68.98 1868.68 934.34 2747.40 1375.74 5.05 -0.520 0.000 0.053 95.00 5.57 -2.40 0.00 -56.37 0.00 56.37 1836.99 918.50 2624.74 1314.32 5.61 -0.540 0.000 0.046 100.00 -5.07 -2.28 0.00 -44.35 0.00 44.35 1804.12 902.06 2503.07 1253.39 6.18 -0.557 0.000 0.038 105.00 -4.67 -2.17 0.00 -32.94 0.00 32.94 1770.07 885.03 2382.52 1193.03 6.77 -0.571 0.000 0.030 110.00 -4.09 -2.05 0.00 -22.11 0.00 22.11 1734.83 867.41 2263.25 1133.31 7.38 -0.582 0.000 0.022 115.00 -3.63 -1.94 0.00 -11.86 0.00 11.86 1698.40 849.20 2145.40 1074.29 7.99 -0.590 0.000 0.013 120.00 -3.17 -1.83 0.00 -2.17 0.00 2.17 1660.79 830.40 2029.12 1016.07 8.61 -0.593 0.000 0.004 121.00 -0.31 -0.09 0.00 -0.34 0.00 0.34 1653.13 826.57 2006.06 1004.52 8.73 -0.593 0.000 0.001 125.00 0.00 -0.08 0.00 0.00 0.00 0.00 1622.00 811.00 1914.55 958.70 9.23 -0.593 0.000 0.000 Copyright © 2016 by Tower Engineering Solutions, LLC. All rights reserved. Final Analysis Summa Structure: ID16928-A-SBA Code: EIAMA-222-G 2/12/2016 Site Name: Meridian 2, ID Exposure: C Height: 125.00 (ft) Crest Height: 0.00 �� Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 Struct Class: II Page: 27 Toac Fhi`ineeringsomams Reactions Copyright © 2016 by Tower Engineering Solutions, LLC. All rights reserved. Shear Shear Axial Moment Moment Moment FX FZ FY Mx MY MZ Load Case (kips) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) 1.2D + 1.6W 89 mph Wind 16.5 0.00 24.31 0.00 0.00 1414.40 0.9D + 1:6W 89 mph Wind 16.5 0.00 18.23 0.00 0.00 1408.01 1.2D + 1.ODi + 1.OW 40 mph Wind 3.4 0.00 28.37 0.00 0.00 268.66 1.2D+1.OE 1.8 0.00 24.33 0.00 0.00 184.90 0.9D+1.OE 1.8 0.00 18.25 0.00 0.00 183.99 1.OD+ 1.OW 60 mph Wind 4.7 0.00 20.27 0.00 0.00 400.58 Max Stresses Pu Vu To Mu Mu Resultant phi phi phi phi FY (-) FX (-) MY (-) MZ MX Moment Pn vn Tn Mn Elev Stress Load Case (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (ft) Ratio 1.2D + 1.6W 89 mph Wind -14.84 -13.29 0.00 -809.24 0.00 -809.24 2110.59 1055.2 3933.40 1969.62 40.00 0.418 O.9D + 1.6W 89 mph Wind -11.08 -13.24 0.00 -804.28 0.00 -804.28 2110.59 1055.2 3933.40 1969.62 40.00 0.414 12D+1.01Di+1.OWI 40 mph Wind -28.37 -3.36 0.00 -268.66 0.00 -268.66 3192.82 1596.4 6925.50 3467.90 0.00 0.086 1.2D+1.OE -15.04 -1.55 0.00 -115.89 0.00 -115.89 2110.59 1055.2 3933.40 1969.62 40.00 0.066 0.9D+1.OE -11.28 -1.54 0.00 -115.17 0.00 -115.17 2110.59 1055.2 3933.40 1969.62 40.00 0.064 1.OD + 1.OW 60 mph Wind -12.52 -3.76 0.00 -228.97 0.00 -228.97 2110.59 1055.2 3933.40 1969.62 40.00 0.122 Copyright © 2016 by Tower Engineering Solutions, LLC. All rights reserved. Atlas Tower USA, LLC 4450 Arapahoe Ave., Suite 100 Boulder. CO 80303 AT&T SITE ID: BOISIDUI043 AT&T SITE NAME: Meridian Relocation FIXED ASSET NUMBER: 11564680 SITE SUBLEASE AND CONSTRUCTION AGREEMENT THIS SITE SUBLEASE AND CONSTRUCTION AGREEMENT (this "Sublease") is made and entered into this _�q_ day of , 2013 (the "Date of this Sublease"), by and between Atlas Tower USA, LLC, a Colorado limited liability company ("Landlord"); and New Cingular Wireless PCS, LLC, a Delaware limited liability company ("Tenant"). Capitalized terms used in this Sublease, unless otherwise defined herein, have the meanings assigned to them in the Section 1, below. RECITALS: A. Landlord, as successor -in -interest to New Cingular Wireless PCS, LLC, a Delaware limited liability company and Joint School District No. 2, an Idaho school district (hereinafter referred to as "Owner") entered into a Land Lease Agreement (hereinafter referred to as the "Prime Lease") for the premises located at 3730 N. Linder Rd, Meridian, ID 83646 (hereinafter referred to as the "Leased Premises") dated February 28, 2013. Subject to the terms and conditions of the Prime Lease, Landlord is authorized to construct and operate on the Prime Lease Premises, as defined below, certain wireless communication facilities as more particularly provided in the Prime Lease. B. In accordance with the terms and conditions of this Sublease, Landlord desires to sublease to Tenant, and Tenant desires to sublease from Landlord, the Sublease Premises. C. In accordance with the terms and conditions of this Sublease, Tenant further desires to obtain the services of Landlord to perform, and Landlord desires to perform, Landlord's Work. NOW, THEREFORE, for and in consideration of end paid, the foregoing recitals, the mutual promises herein contained and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereto, intending to be legally bound hereby, agree as follows: Section 1. Definitions. When used in this Sublease, the following terms will have the following meanings (terms defined in the singular to have the same meaning when used in the plural and vice versa): "Acceptance Period" will have the meaning ascribed thereto in Section 28 of this Sublease. "Access Area" will mean that area designated as the Ingress -Egress Easement area in Exhibit A to the Prime Lease, or otherwise designated in the Prime Lease as the area for access Site Sublease and Construction Agreement to and from the Prime Lease Premises, and described on Exhibit B-1 hereto. "Acquisition" will have the meaning ascribed thereto in Section 13 of this Sublease. "Closing" will have the meaning ascribed thereto in Section 13 of this Sublease. "Collocator(s)" will mean any wireless tenant or other occupant (other than Tenant) at the Leased Premises who pays rent or other consideration equal to or greater than $18,600/year, or its equivalent if consideration is paid quarterly or monthly. "Construction Plans" will mean, collectively, the Tower Plans, the Equipment Building Plans, the Site Plans and any other additional plans that become Construction Plans in accordance with Exhibit A -I attached hereto. "Construction Schedule" will mean the construction schedule for the performance of Landlord's Work and set forth on Exhibit A-3 hereto. "Contractor" will have the meaning ascribed thereto in Section 3 of this Sublease. "Environmental Laws" will have the meaning ascribed thereto in Section 26 of this Sublease. "Equipment Building" will mean an air-conditioned equipment storage structure, having dimensions of twelve feet by twenty feet (12' x 20'), that, contingent upon Tenant's purchase thereof at Tenant's cost and expense, Landlord is required to provide a foundation pad for at the Ground Premises as part of the tenant reimbursement amount. "Equipment Building Plans" will mean those plans and specifications applicable to the construction and installation of the Foundation and Equipment Building, a copy or copies of which are attached hereto as Exhibit C. "Excess" will have the meaning ascribed thereto in Section 10(b) of this Sublease. "Foundation" will mean that concrete slab foundation for the Equipment Building to be installed by Landlord in accordance with the Equipment Building Plans and the terms and conditions of this Sublease. "Ground Premises" will mean that portion of the Prime Lease Premises consisting of a minimum of 336 square feet and leased for a minimum of twenty-one years on which Landlord will construct the Foundation, which area is more particularly shown on Exhibit D-1 hereto. "Hazardous Substance" will have the meaning ascribed thereto in Section 26 of this Sublease. "Initial Tetra" will have the meaning ascribed thereto in Section 6 of this Sublease. Site Sublease and Construction Agreement "Landlord Affiliate" will mean a corporation, limited liability company, partnership or other business entity that owns or controls Landlord, or that is owned or controlled by, or under common ownership or control with, Landlord, or that merges or consolidates with Landlord or purchases a controlling interest in Landlord's assets or Landlord's outstanding voting securities or other ownership interests. "Landlord Improvements" will mean the Tower; the mounting platform, the Foundation; all other improvements made or to be made on the Prime Lease Premises or Property in connection with the Tower or Foundation; the utility installations required as part of Landlord's Work and shown in the Construction Plans or otherwise necessary to obtain a final certificate of occupancy (or its equivalent within the applicable jurisdiction) for the Tower and to permit Tenant to utilize the Sublease Premises for the Permitted Use; and all other improvements now or hereafter owned by Landlord and located on the Landlord Premises. The Landlord Improvements will not be deemed to include any component of the Tenant Facilities. "Landlord Premises" will mean the Prime Lease Premises, together with all easements appurtenant thereto, the Tower, the Foundation and any equipment storage shelters constructed or installed on the Prime Lease Premises for occupants thereof other than Tenant, and all other Landlord Improvements. "Landlord's Work" will mean the following: (i) construction, installation and erection, as applicable, of the Tower (including, without limitation, the appropriate foundation therefor under applicable building codes and engineering standards), the Foundation, fencing, grounding installations and other Landlord Improvements, the Equipment Building and utilities (to and within the Equipment Building) in accordance with the times and dates set forth on the Construction Schedule, the terms and conditions of this Sublease (including, without limitation, the requirements of Exhibit A-] attached hereto), and in accordance with applicable Construction Plans therefor; and the implementation of all necessary site work required under the Construction Plans, the Prime Lease and applicable laws, codes ordinances and regulations (including, without limitation, grading, cutting, foliage removal and gravel installation as may be required under any of the foregoing); all of which shall be performed through and including the issuance of a certificate of occupancy (or other equivalent governmental approval) with respect thereto by the applicable jurisdiction; and (ii) the implementation and performance of the Phase II Work in accordance with the terms and dates set forth in the Construction Schedule and the terms and conditions of this Sublease (including, without limitation, the requirements of Exhibit A-2 attached hereto). "Lender" will mean any national banking association, for itself and as agent for and on behalf of a group of lenders. "Maximum Tower Reimbursement" will mean $30,000 per Sublease Premises for the purposes of this Sublease. Site Sublease and Construction Agreement "Monetary Prime Lease Default" will mean the failure by Landlord to make any payment of rent or other amount owing under the Prime Lease, which failure is not cured within any applicable cure period in the Prime Lease after Landlord's receipt of written notice of default with respect to such payment. "NDA" will mean a Nondisturbance, Attornment and Subordination Agreement in recordable form and otherwise substantially similar to the form of Exhibit E attached hereto. "Non -Monetary Prime Lease Default" will mean the occurrence of any event or condition (other than a Monetary Prime Lease Default) constituting a default by Landlord under the Prime Lease and as to which Landlord fails to commence, within the applicable cure period in the Prime Lease after receipt of written notice of default with respect thereto, curative action required under the Prime Lease to cure such default and as to which Landlord thereafter fails to prosecute such cure to completion as required under the Prime Lease. "Permitted Use" will mean Tenant's use of the Sublease Premises for purposes of. (i) the transmission, relay and reception of communication signals via the Tenant Facilities, (ii) the construction, alteration, modification, maintenance, repair, replacement and relocation of the Tenant Facilities in accordance with the terms and provisions of this Sublease, and (iii) such activities as may be reasonably necessary or appropriate to conduct or perform any of the foregoing. "Phase 11 Work" will have the meaning ascribed thereto in Exhibit A-2 attached to this Sublease. "Prime Lease Default" will mean any Monetary Prime Lease Default or Non -Monetary Prime Lease Default. "Prime Lease Extension" will mean any amendment or modification of the Prime Lease, or other lease or occupancy agreement affecting any portion of the Property in substitution or lieu of the Prime Lease, which amendment, modification or agreement extends or provides for a total available term (including all extensions and renewals) thereunder beyond that available under the Prime Lease on the Date of this Sublease. "Prime Lease Premises" will mean the "Premises" described in the Prime Lease and includes the same property as described in Exhibit B-1 hereto consisting of a minimum of four hundred (400) square feet and for a minimum term of twenty-one (2 1) years. "Property" will have the meaning ascribed thereto in the Prime Lease and is the same property as described in Exhibit B-2 hereto. "Relocated Tower Premises" will have the meaning ascribed thereto in Section 17 of this Sublease. "Rent" will have the meaning ascribed thereto in Section 7 of this Sublease. Site Sublease and Construction Agreement 4 "Rent Commencement Date" will mean the first date as of which Landlord has completed Landlord's Work in accordance with this Sublease, any certificate of occupancy (or its equivalent) necessary to permit Tenant to occupy and utilize the Sublease Premises has been issued, and Landlord has delivered to Tenant the notice of completion and possession of the Sublease Premises as described in Paragraph 2 of Exhibit A-2 to this Sublease. "Reserved Capacity" will mean the total amount of structural, weight, and wind -loading (sail area) capacity of the Tower, under generally accepted engineering standards applied to communication towers, that would be utilized by the installation within the Tower Premises. Tenant will be allowed one of the six standard configurations listed on Exhibit J. In addition, radio heads and an additional GPS unit may be mounted on the side of the equipment shelter or ice bridge at no additional cost. "Right of First Refusal" will have the meaning ascribed thereto in Section 28 of this Sublease. "RRi ht of First Refusal Notice" will have the meaning ascribed thereto in Section 28 of this Sublease. "Right of First Refusal Space" will have the meaning ascribed thereto in Section 28 of this Sublease. "Run Path" will mean the path from the Ground Premises to and up the Tower to the Tower Premises and reserved for Tenant's cables linking and connecting the Ground Premises and Tower Premises, the ground portion of which is shown in Exhibit D -I hereto. "Secured Party" will have the meaning ascribed thereto in Section 18 of this Sublease. "Security Interest" will have the meaning ascribed thereto in Section 18 of this Sublease. "Senior Use" will have the meaning ascribed thereto in Section 4 of this Sublease. "Site Plans" will mean fencing, landscaping, grounding, erosion control or other plans or specifications not otherwise included in the Equipment Building Plans or Tower Plans and required with respect to construction or maintenance of the Prime Lease Premises, and collectively attached hereto as Exhibit F. "Sublease Default" will mean any one or more of the following: (i) Landlord's failure to exercise a right to renew the Prime Lease as required under Section 6 (b) hereof, (ii) a default by Landlord under any obligation, covenant or warranty to be performed or kept by Landlord under this Sublease (other than a Monetary Prime Lease Default, Non -Monetary Prime Lease Default, or otherwise identified in subpart (iii) of Site Sublease and Construction Agreement this definition), including, without limitation, a default in the performance of Landlord's Work in accordance with the Construction Schedule or otherwise in accordance with the terms and conditions hereof, that Landlord fails to cure within thirty (30) days after written notice of such default is received by Landlord; provided, however, that if such default is capable of being cured, but not within such 30 -day period, such default will not constitute a Sublease Default so long as Landlord commences appropriate curative action within such thirty (30) day period and thereafter diligently prosecutes such cure to completion within sixty (60) days after receipt of notice of default; or (iii) the filing by or against Landlord of any voluntary petition seeking liquidation, reorganization, arrangement or readjustment of its debts or for any other relief under the United States Bankruptcy Code or under any other act or law pertaining to insolvency or debtor relief, whether state, federal or foreign, now or hereafter existing; or the filing of any petition against Landlord, which petition seeks any of the foregoing relief or substantive consolidation of Landlord's assets with a debtor in bankruptcy or liquidation and which is not dismissed within forty-five (45) days after the effective service of same; or the appointment of a receiver, custodian or trustee of Landlord or for all or a substantial part of Landlord's assets. "Sublease Premises" will mean the Ground Premises, the Tower Premises and the Run Path. "Tenant Affiliate" will mean a corporation, limited liability company, partnership or other business entity that owns or controls Tenant, or that is owned or controlled by, or under common ownership or control with, Tenant, or that merges or consolidates with Tenant or purchases a controlling interest in Tenant's outstanding voting securities or assets. "Tenant Default" will have the meaning ascribed thereto in Section 14 of this Sublease. "Tenant Facilities" will mean those items comprising Tenant's communications facility, now or hereafter located on or within the Sublease Premises, including, without limitation, up to twelve (12) antennas, MHA/TTAs, RET units, microwave antenna, GPS antenna, remote radio heads, associated cabling and coax, and any antenna mounting platform provided or purchased by or other supporting mounts, cables, the Equipment Building, any ice bridge and wave -guide apparatus used to support Tenant's cables from the Equipment Building to the Tower, communications equipment, back-up batteries, stand-by generators and other accessories, all as more particularly described or shown on Exhibit G hereto. "Term" will mean the Initial Term and such Renewal Terms as hereafter may become effective in accordance with the provisions of this Sublease. "Third Part v" will mean any subtenant, sublessee, licensee or occupant, other than Tenant, occupying all or any portion of the Landlord Premises pursuant to an agreement with Landlord authorizing such occupancy. "Third Party Eauiament" will mean antennas, apparatus and associated equipment Site Sublease and Construction Agreement installed or constructed on the Landlord Premises by any Third Party, or by Landlord for its own use or the use of any Third Party, for use in a communications system, including, without limitation, cables, wires, equipment shelters and cabinets, concrete pads, generators, antenna mounts, ice or wave guide bridges, wave guide ladders, hangers, cable mounts or brackets and accessories. "Tower" will mean a communications structure capable of supporting not less than the amount of Tenant Facilities that would utilize the full amount of the Reserved Capacity, which communications tower will have a height above grade from the base thereof of not less than 80 feet and being more particularly described or shown on the Tower Plans. "Tower Plans" will mean those plans and specifications pertaining to the Tower, copies of which are collectively attached as Exhibit H hereto. "Tower Premises" will mean that three-dimensional band of area on and around the Tower within and including two parallel, horizontal planes separated by twelve (12) feet in vertical height, the lower of such horizontal planes being six (6) feet below the centerpoint of Tenant's mounted antennas, and extending horizontally away from the Tower not more than six (6) feet in any direction at any point on the Tower within and including such parallel horizontal planes. In the event that the lower of such horizontal planes is less than six (6) feet below the top of the Tower, the Tower Premises will include the vertical space above the top of the Tower up to twelve (12) feet above the lower of such horizontal planes (and corresponding space on the Tower if the Tower is ever heightened following the initial construction thereof). The Tower Premises are further shown on Exhibit D-2 hereto. "Unavoidable Delays" will mean civil disturbance, war, war -like operations, invasions, terrorist act, rebellion, sabotage, vandalism, fires or other casualty not caused by Landlord's negligence or intentional misconduct, acts of God, inclement weather, failure or refusal of governmental authorities to issue necessary permits (notwithstanding Landlord's best efforts to obtain and maintain same), condemnation or other exercise of the power of eminent domain, the orders of any governmental authority having jurisdiction over a party, the combined action of workers other than Contractor's or Landlord's own employees, and failure of transportation. "Utility Area" will mean the area that may be designated as the Utility Easement Area in Exhibit A to the Prime Lease and is described on Exhibit B-1 hereto. 2. Landlord's Work —General Requirements. (a) Landlord hereby covenants and agrees as follows: (i) Landlord will promptly commence and use its diligent and best efforts to initiate, prosecute and complete the process necessary to obtain any building or construction permit required within the applicable jurisdiction for the performance of Landlord's Work, or continue to completion such efforts theretofore implemented by Tenant, so that such work will be completed in accordance with the Construction Schedule; Site Sublease and Construction Agreement (ii) Upon receipt of necessary governmental approvals and the issuance of a valid building permit, Landlord will commence, conduct and complete Landlord's Work in accordance with the Construction Plans and the Construction Schedule and otherwise in accordance with the provisions of this Sublease. (b) Landlord will be responsible for, and will timely pay, all costs, expenses, fees, debts, wages, salaries, charges and other amounts incurred in, and otherwise associated with or payable on account of, preparation of the Prime Lease Premises for construction of the Tower, Equipment Building and other Landlord Improvements and otherwise in conducting and implementing Landlord's Work. Landlord's Work (and each component thereof) will be performed in a good and workmanlike manner, in accordance with this Sublease and in compliance with all applicable federal, state and local laws, codes, rules, regulations and ordinances. (c) Except for the attachment of a Security Interest as permitted under Section 18(a) of this Sublease, Landlord will not at any time during the Term permit or allow the filing or other attachment of any lien, charge or other encumbrance against the Sublease Premises, the Prime Lease Premises, the Property, the Tower, the Equipment Building or other Landlord Improvements on account of its work with respect thereto (other than liens that are inchoate or otherwise attach by operation of law and subsequently accrue or secure the payment of a subsequently accruing obligation, but in all events subject to the requirement to discharge same as provided in the next sentence hereof), or otherwise during the Term on account of Landlord's acts or omissions after the completion of Landlord's Work. Without limiting the foregoing, Landlord will discharge of record, whether by bond, payment or otherwise, any such lien, charge or encumbrance prohibited under this Section 2(c) within thirty (30) days after receipt of actual notice of the filing or attachment thereof. Landlord shall have an additional period of thirty (30) days to discharge such lien, charge or encumbrance if Landlord is diligently seeking such discharge and the release of such lien, charge or encumbrance is not reasonably possible in the first thirty day period. (d) Immediately upon the completion of any fence required under the Construction Plans or otherwise installed by Landlord, which fence restricts access to the Landlord Premises, Landlord will provide Tenant with a key, entry card or other means of direct access within such fenced area. (e) Notwithstanding the foregoing, Landlord will be excused from the performance of its obligations under this Section 2 by reason of the occurrence of any Unavoidable Delays; provided, however, such occurrence will not excuse Landlord from paying in a timely fashion any debts or monetary obligations of Landlord. Landlord hereby agrees that it will notify Tenant within ten (10) days after the date of the occurrence of the event giving rise to such Unavoidable Delay. 3. Landlord's Work -- Contractor Reouirements. In the event that Landlord contracts with, or otherwise retains or utilizes the services of, an entity or person other than Landlord to conduct any component of Landlord's Work ("Contractor'), then the following will apply: Site Sublease and Construction Agreement 8 (a) Prior to entering into any agreement with a Contractor, Landlord will submit to Tenant in writing the name of such Contractor and Tenant will have the right of approval with respect to such entity, such approval not to be unreasonably withheld (provided that such standard will not apply to, or otherwise restrict, Tenant's discretion with respect to its approval described below in Section 3(b) hereof), and which approval will be deemed given by Tenant, if Tenant has not provided written objection to such Contractor within five (5) business days of Tenant's receipt of Landlord's notice of intent to use such Contractor. In connection therewith, if Landlord and Tenant mutually agree upon a list of approved Contractors, Landlord may enter into a contract with a member of such list unless Tenant has theretofore informed Landlord of Tenant's desire to remove such Contractor from the list; (b) Landlord will not enter into an agreement with any Contractor for the performance of any component of Phase 1I Work unless and until such Contractor has been approved in writing by Tenant for the performance thereof, which approval will be deemed given by Tenant, if Tenant has not provided written objection to such Contractor within five (5) business days of Tenant's receipt of Landlord's notice of intent to use such Contractor. Tenant's approval (or disapproval) of any Contractor with respect to Phase 11 Work will be determined by Tenant in its sole and absolute discretion. 4. Landlord's Work-PurchasiniaReauirements. While Landlord will be responsible as part of Landlord's Work for the construction of the Foundation in accordance with the Equipment Building Plans, Tenant will be exclusively responsible for the purchase (and corresponding duty of payment) of the Equipment Building (including any components thereof) and obtaining delivery thereof to the Premises. Tenant will be exclusively responsible for the purchase of all other items of the Tenant Facilities and payment therefor. Landlord will have no claim against Tenant for Tenant's failure to purchase or obtain timely receipt of any item of the Tenant Facilities; provided, however, that in the event that Tenant fails to obtain any such item and such failure reasonably delays the completion of Landlord's Work, or a component thereof, beyond an applicable deadline under the Construction Schedule and such failure or delay is not caused by Landlord, then such deadline will be deemed extended by the number of the days of delay resulting therefrom. Landlord will have no obligation for purchase of the Tenant Facilities or payment therefor to any vendor (which, as set forth above, will be the sole and exclusive responsibility of Tenant). Except as to the Tenant Facilities, Landlord will be solely and exclusively responsible for the purchase, and payment therefor, of all items, components and materials necessary to implement and complete Landlord's Work. Tenant will have no obligation or liability on account of, or in connection with, any purchase by Landlord. 5. Sublease Premises. Subject to the terms and conditions of this Sublease, Landlord hereby subleases the Sublease Premises to Tenant. Landlord further grants and assigns to Tenant, to the fullest extent provided in or allowable under the Prime Lease, the non-exclusive rights: (i) to utilize portions of the Utility Area for the installation and maintenance of utilities, cables, conduits and pipes for the providing of necessary utility service to the Tenant Facilities Site Sublease and Construction Agreement 9 (includhg;, without .limita ioii, electrical and telecommunications service), provided that tine foregoing will not be,deemed to limit :or remove from the scope of L'andlord's Work the installation of such utilities as otherwise provided iin this Sublease and its Fxhibits; (ii) to utilize tate Access Area for pedestrian and. vehicular ingress and egress to and froin the Sublease. Premises over and across the Property as provided herein; and (iii) to use the stun Path for connecting and linking the Tower Premises with the Ground Premises. To the farltest extent, available to Landlord under the Prime Lease, Tenant will be entitled to twenty-four (24) hour, severs (3) days per week access to the Sublease Premises, Tenant Facilitie9 and such utility facilities. The sabtease of the Sublease Premises hereunder is subject to a rea'siaabte tight: of access by Landlord, Third Parties, arid their respective agents, employees and contractors;_ through'zand across the Sublease Premises. for the }impose of maintenance, repairs,' removals and replacements to the Landlord Premises and any Third Party Equipment located -tin the Landlord Premises; provided, however, d 4t airy such access will be subject to the duties of non_ interference set forth in Section 9 hereof. Tenant may enter the Landlord Premises twenty-four (24) hours a. day; seven (3) days a week dating the Term to consu-put, install, maintain, operate, test, secure, repair, remove and replace the ;Tenauthacilities. 6. Term, (ii) The initial terra of this Sublease will commence on the Date Of this Sublease and will expire concurrently vvith.the expiration of the initial team ortare Prime. Lease or a minimum of 5 years whielaever is longer ("Initial Term"), (b) Subject to gection 6(c) hered, Tenant wjIt have the right to extefid this Sublease for four (4) additional, consecutive five (5) year-tertns teach. being a "Renewal Tern"); provided, however. _ that Tenant's election not to exercise a renewaloption.for any ReriewalTerm will likewise constitute an election not to renew for any other i3enewal Term thereafter. Tenant's satilease of the Sublease Promises dufhig each Renewal Term will lic on the same terms: and conditions as set forth herein. This Sublease wuilI :aiutomatically renew for each successive Renewal Tdrna unless Tenant notifies Landlord -in writing of `fentint's intention trot to renew this Sublease at least six (6) months prior to the expiration of die Initial. Term of the. Renewal Term, then in effect. Landlord hereby covenants and agrees that. so long as:'Fenanthas not exercised its option to.refrain from renewing. the Tera hercol : Landlord will exercise any rightte renewv the Prince Lease (or refrain from effecting a non -renewal thereof; as the case may and will not. exercise any right' of terminatiloo orthe Prime Lease so that the Prime Lease will continue in fullforce and effect during the Initial Term and all Renewal Terms effective hereunder. Landlord's obligation to -renew the Prime Lease shall not be construed to require Landlord to obtain. additional term length or secure any other additional rights not contained in the Prime Lease and exercisable with ordinary business ¢:are=and judgamort_ (c) Witliout in any modifying Land'lord's obligation to renew the Prime Lease as described above in Section (0), the Tenni of this Sublease (as the same natty bave.been renewed by Tenant) will not extend beyond tate term (including any renewals,thereof) of the Prince Lease anti, simultaneously with the: expiration or sooner termination of the Prime Lease in accordance with its -terns, this Sublease will terminate, provided, however, That the foregoing will nol-bp Site Sublease .and Construction. Agreement 7 (1 deemed or construed to modify or limit any rights of nondisturbance of Tenant under the Prime Lease or under any other agreement with Owner. Landlord will provide at least one hundred twenty (120) days prior written notice of Landlord's intent to enter into a Prime Lease Extension. In the event that Landlord and Owner hereafter enter into any Prime Lease Extension, Landlord will provide written notice thereof to Tenant within thirty (30) days after full execution thereof. Each five-year period after the original expiration date of the Prime Lease through and including the last available expiration date under the Prime Lease Extension will also be deemed a "Renewal Term" available under this Sublease. A Prime Lease Extension period of less than five years will be deemed a single "Renewal Term" under this Section 6(c). In the event of a Prime Lease Extension period of greater than five years but which is not a multiple of five years, the final partial period will also be deemed a "Renewal Term" available under this Section 6(c). Provided that Tenant has theretofore renewed for all prior Renewal Terms hereunder, this Sublease will automatically renew for such additional Renewal Term described in this Section 6(c) unless Tenant notifies Landlord in writing of Tenant's intention not to renew for such additional Renewal Term on or before the later of. (i) sixty (60) days prior to the commencement of such Renewal Term or (ii) thirty (30) days after receipt of Landlord's written notice of intent to enter into a Prime Lease Extension.. (d) If Tenant will remain in possession of the Sublease Premises at the expiration of the Term without a written agreement, such subtenancy will be deemed a month-to-month subtenancy (and not a tenancy or subtenancy at will) under the same terms and conditions of this Sublease except that rent will be calculated at 150% of the most recent rent rate; (e) In all instances, Tenant will be obligated to vacate its possession, use and occupancy of the Sublease Premises on or before the date on which possession of the Prime Lease Premises is required to be delivered to Owner under the terms of the Prime Lease (or Prime Lease Extension, as the case may be, except as provided otherwise in the Prime Lease or any other agreement between Tenant and Owner). 7. Rent. (a) From and after the occurrence of the Rent Commencement Date Tenant will oav Landlord monthly rent ("Rent") of 00)). The monthly rental rate for each site will be based on Total Construction Cost of the Site. .If the Rent Commencement Date occurs on a date other than the first day of the month, the initial payment of Rent will be a prorated amount based on the number of calendar days remaining in the month. Rent will be payable on the fifth day of each month in advance to Landlord at its address set forth in Section 24 hereof (or to such other address hereafter designated in writing by Landlord in accordance with Section 24). If this Sublease expires or is sooner terminated on a day other than on the last day of a month, then Rent will be prorated as of the date of expiration or sooner termination, and, in the event of termination for any reason other than nonpayment of Rent, all prepaid Rent will be refunded to Tenant. The initial Rent payment will be forwarded by Tenant to Landlord within forty-five (45) days after the Rent commencement Date. Site Sublease and Construction Agreement I 1 (b.) The [tent shall increase annually during the Term by three iMMu paid during the prior year, effective on each anniversary oftlie Dent Commencement Irate: (c) Tenant will have the right to use a direct deposit system with regard to Bent payments, Landlord- agrees to cooperate with Teriant in prov5ding.Tequi9ite information to 'Tenant for such direct deposit. The implementation of the direct deposit system will be at Tenant's expense__ (d) All charges -(besides rent) payable to Landlord finder this Sublease shall be billed by Landlord within one (1) year from the end of'the calendar year in which,, the charges were, inured; any charges beyond such period shall not be billed by Landlord, .and shall not be payableby Tenant, The provisions of the foregoing sentence shall survive the ieranination or expiration of this Subkase. S. Permitted rise. Tenant may use the Sublease Premises, if used, for the Permitted Use and for no other purpose. 9. No n-lrrtert'erence.. (a) Following the installation of the Tenant Facilities opt .the Sublease Pretnises, Tenant will conduct its use on the Sublease Premises in aceordance w th VCC rcguiations. Tenant's'use of the Sublease Premises is referred to in this Section 9 as the "Senior Use". The Senior Use will further include any use or uses:by substitute, modified or replacement antennas that are installed within: the Tower Premises on account, of damage, disrepair or obsolescence of any of the. antennas described above or failure of stitch antennas to yield optimum performance, even ifsuch substitute, tnodified or replacement antennas are of a different modet.oa• manufacturer, provided however, that any such substitution.. modification or replacement of antennas wilt riot exceed -the Reserved Capacity; t'enant's use of the Sublease lPrentises for the Senior Use will be deemed for all purposes the senior -in -priority use of the Landlord Preinises. -Landlord will not:use. nor permit, aaty Third. Party touse, any portion of the Landlord Premises in any way which interferes with: (i) the Senior 'Use or (ii) any other lawful and permitted use of the Stubiease Premises by Tenant, which use`is in existence at the time Landlord enters into the agmentent permitting such Third Party to use the. Landlord.Premises. In connection therewith, Landlord hereby covenants. that it will not enter into in), liaise, iigense or other agreement pursuant to which a Third Party would be permitted to use any portion of the Landlord Premises ('mandutg, without limitatio the installation of any microwave dishes, antennas (it broadcasting. equipment) which would result in a violation of the foregoing covenant of non-interference set forth in this Section 9(a): In. the event of any interference occurring as a result of salons of Landlord or Third Patties,, Landlord will be responsible for coordinating and resolving any stich interference problems,: including, without limitation, using its best efforts and taking. all steps reasonably necessary to correct -and eliminate the interference within forty-eight, (48) hours of receipt of notification= from Tenant. If the, interference cannot be corrected or eliminated mdThin such 48-hour period;. Landlord will cruise any ofLandlord7s or any Third parties' equipment or facilities that interfere with the operation of the Tenant ,Facilities to be immediately turned off, with the right to turn suet interfering equipment or facility back onfor In periods required to test and determine Site Sublease and Construction' Agreement 12 whether such imerference continues or has been satisPactorily eliminatvd. In the event that Landlord :or any Third Party is unable to resolve or reasonably elimmate,such interference within thrifty (30) days ftorn the initial notification of such interference, Landlord will cause any such Third Party to immediately remove or cease operations of the objectionable equipment or 'facilities, Landlord's failure to caimply-with the provisions of this Section D(a) will be deemed a material breach of this Sublease, and Landlord hereby acknowledges that mly such failure of Landlord I at such time will c;ause Tenant to suffer irreparable injury and entitle Tenan( in addition:to exercising any other rights or remedies available hereunder or.under -applicable law, to seek the immediate, enjoinment of such interference, (b) In the event that Tenant hereafter uses the SuVlcaLse, Prarises for an additional, supplemental or alternative -use not included within the Senior Use, 3criant will not conduct such usesiras to cause interference with Landlord's operation of the Landlord Promises or with any use of the Landlord Premises by a Third Party in effect at or before the time at which Tenant con-unctices such additional, supplemental, modified or 'alternative. use. If Tenant causes any such, Impermissible inter&rence, Tenant Will, following receipt of written notice thereof, cease ,operating the equipment or antennas causing such interference, until corrected- If such interference inaybe corrected by the installation of filters-. isolators 017.0thOr eqUipfllent,'I'eriant may at its option install the same at itsown cost and expense, or Tenant may otherwise discontinue such operation until the interference is otiminated. As used in t1ii's Section 9(b), ','interference" will mean radio frequency interference or disruption and will -not eiicoirripkss structural capac , (ty mattcjrs�., which will be govemed by Seetiou 10(4) below of 11iiis Suhle;isc. Notwithstanding the foregoing, the restrictions and requirements on an additional, supplemental or alternative u8c, by Tenant -will not arfect or impair the: senior and first priority status at all tunes during the Term of - the Senjor Use or TerianCs right to condtict the Senior Use free from any interf6rence. (e) Within two (2),busiress days after either party's receipt of notib"tioh.iof interference allegedly by the receiving Party in violation of this Section 9, Landlord and Tenant will, meet At the Landlord RremisPs'lo: determine the cause of the intorfierence. If the parties cannot agree as to'the-cause of finer . l-erOwc as descri bed above, Landlord and,Tenant will w, ithin two (2) business days after the conclusion of such, meeting jointly designate an independent third party export to determine the cause of suell interference. Landlord and Tenant agree to be bound by said expert's reeoinmendatimis as to the cause and remedy of -,rich interference, In the event that such expert detenvineN that one of the parties is causing interference in. violation of the standards of this Section 9, such party will iake,, or cause to be taken, actions to ellm inate the interference consistent with the expert's findings, and will. pay the fees and expenses of any, third party expert evaluating such, interference. 10. Additional Matters Reaardinit Sublease Premises anti Tenant Facilities (a) Tenant vJjll have at all times during the Term ihe,riglit to install and operate on the, Tower antennas, cables and related facilities utilizing or consuming structural and.whTd4oading capacity on the Tower up to and including the Reserved Capacity, Throughout the: terin of this Subtcas,,e; Landtord grants to Tenant's utility providor(s) use of the Landlord's current easement Site Suble.asearid Construction Agreement 13 to run lines, wires, circuits, conduits, equipment cabinets, pedestals or such appurtenances as the utility provider deems necessary to provide service as requested by the Tenant. The Landlord's easement shall provide for suitable access from an open and improved public road to the Tenant's Area or other common area suitable to Tenant for its utility connection points. Where common area utility connection points exist, Tenant shall be granted an easement to extend and connect utility lines between Tenant's area and the common utility connection points. Landlord will not enter into any sublease, license or other occupancy agreement (or any amendment or modification thereof) affecting the Landlord Premises that would have the effect of restricting or impairing Tenant from utilizing at any time during the Term the full amount of the Reserved Capacity, irrespective of Tenant's utilization of less than such amount at the time of the consummation of such agreement; nor will Landlord otherwise permit any subtenant, licensee or other occupant to install any facilities on the Tower so as to have the effect proscribed above. In connection with the foregoing, Landlord will require any structural report or analysis obtained by Landlord or any other proposed subtenant, licensee or other occupant of the Tower to assume and incorporate the utilization of the full amount of the Reserved Capacity. In the event of a violation of this Section 10(a) that is not cured within thirty (30) days after Landlord's receipt of written notice of such violation, Tenant may (without being so obligated and in addition to, and not in lieu of, any other remedy available to Tenant on account thereof) seek the enforcement of this Section I O(a) in Tenant's own name against Landlord and the entity participating in such violation, including the seeking of equitable relief, (b) Tenant may from time to time during the Term add to, replace, substitute or modify its frequencies, the antennas mounted within the Tower Premises and coaxial cable installed within the Run Path as provided herein, provided such modifications are within Tenant's agreed upon ground space and tower loading parameters, and any change in frequency shall not impair any then installed equipment which is operating in accordance with applicable laws and manufacturers' specifications, not -withstanding any interference provisions which give Tenant priority at the time of initial installation. Upon written notice from Landlord to Tenant, Tenant will provide to Landlord within forty-five (45) days after making such alterations, "as -built" drawings and related engineering specifications of Tenant's Facilities as they then exist at the Subleased Premises and on the Tower. Landlord will not knowingly permit or suffer any person to copy or utilize the Plans for any purpose other than as provided in this Sublease. If, after giving effect to Tenant's addition or alteration, the structural and wind -loading capacity of the Tower utilized by Tenant would be equal to or less than the Reserved Capacity, Tenant may implement the same without the obligation for any additional payment under this Sublease. If, after giving effect to Tenant's addition or alteration, Tenant will utilize greater than the Reserved Capacity (such incremental amount over and above the Reserved Capacity being referred to herein as the "Excess"), then Tenant will provide written notice of its intent to utilize the Excess and will pay to Landlord from and after such installation or alteration and for so long as such Excess exists, in addition to any other amounts payable under this Sublease, a monthly amounts listed in Exhibit J. Landlord shall not be obligated to agree to providing Tenant the ability to install or alter its equipment if such installation shall exceed the agreed upon limits of the Reserved Capacity. Site Sublease and Construction Agreement 14 Nothing contained in this Section 10(b) will be deemed to permit Tenant to effect an Excess that would cause the Tower's failure, on an aggregate basis, to comply with relevant engineering structural standards generally applied to communications towers. (c) Notwithstanding anything to the contrary set forth above in this Section 10: (i) alterations or additions by Tenant within or without the Tower Premises will be subject to the provisions of Section 9 hereof and (ii) Landlord will not be deemed to be required to hold space for Tenant's use beyond the Reserved Capacity requirements set forth above or to hold space for Tenant's use outside the Tower Premises, subject, however to Landlord's duties under Section 28 hereof. Tenant will have the right (but not the obligation) to remove the platform in connection with an alteration, modification or supplementation of the Tenant Facilities on the Tower and will have the right to remove or relocate such platform in connection with any relocation of the Tower Premises or sublease of additional premises on the Tower as may otherwise be permitted hereunder. If Tenant removes such platform, then Tenant will deliver it to Landlord in the same condition as it was in on the Rent Commencement Date, reasonable wear and tear excepted. (d) Tenant is not authorized to contract for or on behalf of Landlord for work on, or the furnishing of materials to, the Landlord Premises or any other part of the Property, and Tenant will discharge of record by payment, bond or otherwise, within thirty (30) days subsequent to the date of its receipt of actual notice thereof, any mechanics', laborers' or similar liens filed against the Sublease Premises or the Property for work or materials claimed to have been furnished at the instance of Tenant. The foregoing requirement of Tenant to discharge any such lien will not apply to any lien that attaches on account of, or in connection with, Landlord's performance of Landlord's Work. (e) The Tenant Facilities (including the Equipment Building) will remain the exclusive property of Tenant and Tenant will have the right to remove all or any portion of the Tenant Facilities at any time during the Term. Tenant will remove the Tenant Facilities from the Sublease Premises within sixty (60) days after the expiration or any sooner termination of this Sublease. Tenant will repair any damage caused by such removal. If Landlord so elects by written notice to Tenant, any property of Tenant which is not removed from the Sublease Premises by Tenant within sixty (60) days after the expiration or sooner termination of this Sublease will, upon the expiration of said sixty (60) -day period, become the property of Landlord. In the event that the Tenant Facilities remain on the Sublease Premises following termination or expiration of the Sublease, Tenant will continue to pay Rent to Landlord during any such holdover period until the Tenant Facilities have been removed or until the effective date of Landlord's election to retain and own such Tenant Facilities. Tenant's duties under this Section 10(e) will survive the expiration or sooner termination of this Sublease; provided, however, that if Landlord exercises the foregoing option to acquire ownership of the unremoved Tenant Facilities as described above, then Tenant will not be required to remove the same from the Sublease Premises or the Landlord Premises. If Landlord does not exercise such option, then Site Sublease and Construction Agreement 15 Landlord will be entitled to effect the removal of same after the expiration of said sixty (60) -day period and Tenant will reimburse Landlord's reasonable costs and expenses actually incurred in effecting such removal as additional Rent hereunder following Tenant's receipt of Landlord's written request for payment itemizing such removal and disposal expenses in reasonable detail. (f) Tenant will, at Tenant's expense, keep and maintain the Sublease Premises in commercially reasonable condition and repair during the Term. Upon the expiration or sooner termination of this Sublease, Tenant will return the Sublease Premises in good condition, ordinary wear and tear, damage by fire and other casualty excepted. (g) Tenant and its employees, agents, consultants and contractors will be entitled to enter upon the Sublease Premises without the requirement of providing prior written or oral notice to Landlord; provided, however, that Tenant will provide Landlord not less than twenty-four (24) hours prior notice (which may be oral notice to Landlord's property manager for the Landlord Premises) of Tenant's intention to ascend the Tower. In the event that Landlord installs a card reader access or other form of electronic access monitoring system with respect to the Landlord Premises, Tenant agrees that Landlord may require use of such system as a condition to entry upon such area (provided that Landlord provides to Tenant and other approved persons or entities sufficient cards or other access devices necessary for the proper use of such system). Landlord hereby acknowledges and agrees that Tenant's failure to comply with the procedures and requirements of this Section 10(g) will not cause the occurrence of a Tenant Default under this Sublease. 11. Utilities. Tenant will pay the cost of all electric power, telephone and other utility service consumed by Tenant in operating the Tenant Facilities and will make payment therefor when due directly to the providing utility or service company before any lien, fine, penalty, interest or other charge may attach on account of nonpayment. Except for the cost of electric power, telephone and other utility service consumed by Tenant in operating the Tenant Facilities, Landlord will pay or cause to be paid the cost of all other utilities and services utilized on the Landlord Premises directly to the providing utility or service company before any lien, fine, penalty, interest or other charge may attach on account of nonpayment. 12. Prime Lease Default: Tenant's Right to Cure. Upon the occurrence of a Prime Lease Default, and without limiting or restricting Tenant's rights or remedies under Section 13 hereof, Tenant will be authorized to exercise the remedies set forth below in this Section 12: (a) In the case of a Monetary Prime Lease Default, Tenant may pay to Owner any amount required under the Prime Lease to cure such default so that the Prime Lease will remain in full force and effect, including, without limitation, any interest, late charge or other assessment charged or assessed by Owner with respect thereto. Tenant will provide to Landlord written notice of such action at or before the time of making the foregoing payment to Owner. Following any such payment by Tenant to Owner, Tenant will be entitled to withhold the full amount thereof, plus an additional administrative charge of five percent (5%) of the amount paid, from installments of Rent next owing under this Sublease until such amount and charge have been fully credited. In connection therewith, the parties hereby acknowledge that the Site Sublease and Construction Agreement 16 foregoing administrative charge is intended to compensate Tenant for its administrative and additional overhead costs, fees and expenses reasonably anticipated and estimated to be incurred on account of such action and is not intended to be imposed as a penalty. (b) In the case of a Non -Monetary Prime Lease Default, Tenant may, upon written notice to Landlord (except in cases of emergency following which Tenant will provide such notice as promptly as possible), commence and prosecute any and all action or actions necessary to cure such default as may be available to Landlord under the terms and conditions of the Prime Lease. In the event of any such curative action by Tenant described in this Section 12(b), Tenant will be entitled to withhold the full amount of all costs and expenses incurred by Tenant in completing such cure, plus an additional administrative charge of five percent (5%) of such amount, from installments of Rent next owing under this Sublease until such amount and charge have been fully credited. In connection therewith, the parties hereby acknowledge that the foregoing administrative charge is intended to compensate Tenant for its administrative and additional overhead costs, fees and expenses reasonably anticipated and estimated to be incurred on account of such action and is not intended to be imposed as a penalty. 13. Other Defaults by Landlord, Additional Tenant Remedies. (a) Upon the occurrence of a Sublease Default or Prime Lease Default, and upon the expiration of all rights to cure, Tenant will be entitled to exercise any one or more of the following rights or remedies in accordance with, and subject to, the terms, provisions and conditions of this Sublease: (i) in the case of a Sublease Default resulting from Landlord's failure to renew the Prime Lease as required under Section 6(b) hereof, take all necessary and appropriate steps to effect a renewal thereof; (ii) in the case of a Sublease Default or Prime Lease Default that impairs Tenant's Permitted Use or quiet enjoyment of the Sublease Premises, upon written notice to Landlord, acquire from Landlord all of Landlord's rights, title, benefits, interests and obligations as "Tenant" under the Prime Lease (hereinafter referred to as an "Acquisition") in accordance with the provisions of Sections 13(b) and 13(c) hereof, whereupon at the completion of the "Closing" (as defined below) of such Acquisition this Sublease will terminate; (iii) upon written notice to Landlord, terminate this Sublease without exercising its right of Acquisition, whereupon Tenant will have no further liability to Landlord hereunder; and (iv) with or without terminating this Sublease, pursue any and all other remedies available hereunder or under applicable law or in equity. (b) In the event that Tenant elects to exercise its right to cause an Acquisition, the Tower, Foundation, ice -bridge or waveguide channel supporting the Tenant Facilities and any utilities, Site Sublease and Construction Agreement 17 structures or other improvements forming part of the Landlord Improvements and used by Tenant or generally used by Tenant and other occupants of the Prime Lease Premises at the time of such election will be bargained, sold and conveyed to Tenant at a purchase price equal to the fair market value determined by an independent certified appraiser to be selected by mutual agreement of the parties hereto, giving appropriate consideration to the value of any subleases or licenses held by Landlord relating to the Landlord Improvements. In the event that either party disputes the fair market value established by such certified appraiser, such dispute will be settled pursuant to the provisions of Subsection 30(g) of this Sublease. (c) In the event that Tenant elects to exercise its right to cause an Acquisition and Landlord has entered into subleases or licenses with any Third Party and affecting any portion of the Landlord Premises, Landlord will assign to Tenant and Tenant will assume in writing all of Landlord's rights, remedies, duties and obligations as sublandlord or licensor thereunder (except, however, Tenant will not be obligated to assume any liabilities of Landlord under or in connection with any such agreement which liabilities as of the Closing have accrued and Landlord has failed to perform or which otherwise occur on account of any act or omission of Landlord on or prior to the date of Closing). (d) The closing of the Acquisition (the "Closing") will occur within thirty (30) days after Landlord's receipt of Tenant's notice of exercise of such right. During the foregoing thirty (30) - day period, Tenant will be entitled to take all measures necessary to maintain the Prime Lease in full force and effect, including the exercise of the cure remedies described above in Section 12 hereof. Landlord agrees to deliver to Tenant originals or copies of any other existing subleases and licenses affecting the Landlord Premises. At the Closing, (i) Tenant will pay to Landlord the purchase price for the Landlord Improvements to be conveyed to Tenant under this Section 13; (ii) Landlord will execute and deliver to Tenant a bill of sale to such Landlord Improvements; and (iii) Landlord and Tenant will execute and deliver an assignment and assumption of the Prime Lease and of existing leases, subleases and licenses consistent with the terms and conditions hereof and a termination agreement providing for the termination of this Sublease as of the date of the Closing. (e) Landlord will indemnify and hold Tenant harmless from and against any claims, actions, injuries, losses or damages (including reasonable attorneys' fees and court costs) suffered or incurred by Tenant on account of Landlord's actions or omissions under or with respect to the Prime Lease and any assigned subleases and licenses with any Third Party prior to and as of the Closing. Tenant will indemnify and hold Landlord harmless from and against any claims, actions, injuries, losses or damages (including reasonable attorneys' fees and court costs) suffered or incurred by Landlord on account of Tenant's actions or omissions under or with respect to the Prime Lease and the assigned subleases and licenses with any Third Party after the Closing. The respective obligations of Landlord and Tenant under this Section 13(e) will survive the Closing and the termination of this Sublease. 14. Tenant Default: Remedies. Site Sublease and Construction Agreement 18 (a) The occurrence of any one or snore of the following will constitute a "Tenant. Ilefriff f' under this Sublease: (i) Tenant :fails to pay Landlord any amount owing by Tenant: hereunder within fifteen (15) days after Tenant's receipt of written notice of non-payment from,. Landlord, m (ii) Tenant defaults under an icon-motietary obligation, covenant or warranty 'to be kept or podboned by Tenant hereunder (other than , -a default deseribed its Section 1,4(a)('t) above) and fails to cure such default within thirty (30) days after written notice:.uf suclr clefaul't, is received by Tenant from Landtoi d; provided, however, that if such default is capable of being cured, but not withitl such thirty (30), day 'period, such default, by Tenant hereunder'vill not b'e deemed to occur so "loaf? as Tenant .comtnenees appropriate curative action within such thirty (30 day period and thereafter diligently pr¢seeutes sm(h care- to completion within ninety(90) days -alter 'Tenant's receipt of notice of default: or (iii) the filing I)y or against Tenant of any voluntary petition seeking liquidation, .reorganization, a angement or readjustment of its debts orfor any other relief wider the United States Bankruptcy Code nor raider any other act or law pertaining to insolvencyor debtor relief;; w:he"therstate, federal or foreign, now or hereafter existing; or the filing of any petition against Tenant, which petition seeks any of the Foregoing - rolref or substantive consolidation of T'enant's assets with a, debtor in bankruptcy o,, liquidation and Which, is not dismissed within forty-five (45) days after the effective service ofsarre: or the;appointment of a receiver, c ustodian or trustee;ofTenant or for all or a substantial part.of Tenant's assets. (b) Upon the occurrence of a Tenant Default, Landlord tiviIl be eutitled to exercise any one or more of the following rights or remedies in accordance with, and subject to, the terms; provisions and conditions of this Sublease; (i) upon written'notice to Teriant, terminate this .Sublease, whereupon Tolant will have no furflifr rights or remedies hercundert (ii) dispossess Tenant and remove any ofTettant's property from the Stiblease Prenzisesthat is not removed within ten (10) days atter,written demand by Landlord, (iii) store T'enant's removed property in a: public warehouseor elsewhere at the cost, risk and expense of Tenant, without .Landlord being deemed guilty of trespass or becoming liable for toss or damage that may oceur to such property; (iv) enter ,into* one or more agrecinents with. Third Parties for the use of sonic or all of the Sublease Premises, for all or any part of the remaining term of this Sublease-- and ublease.and Sit€ Sublease and Construction Agreement 1:9 (v) with or without terminating this Sublease, exercise any and all rights or remedies available to Landlord hereunder or under applicable law or in equity, including, without limitation, the recovery of all costs, damages, expenses (including reasonable attorneys' fees) incurred as a consequence of Tenant's breach of its obligations hereunder. 15. Additional Termination Rights of Tenant. (a) In addition to, and not in lieu of, any other rights of termination set forth herein, Tenant may terminate this Sublease without any penalty or further liability as follows: (i) upon not less than sixty (60) days' prior written notice to Landlord if, notwithstanding the exercise of Tenant's reasonable, diligent and good faith efforts, Tenant is unable to obtain or maintain a renewal of the FCC license or other governmental approval or permit required to conduct the Permitted Use on the Sublease Premises; (ii) upon not less than thirty (30) days' prior written notice to Landlord if Landlord may no longer lawfully operate the Landlord Improvements as a wireless communications facility or may no longer lawfully maintain the Tower on the Prime Lease Premises; provided, however, that if Landlord's inability to continue to operate the Landlord Improvements as a wireless communications facility is through no fault of Landlord, then such termination will be in lieu of any other Tenant remedies; (iii) upon not less than thirty (30) days' prior written notice to Landlord if Tenant determines, in its reasonable discretion exercised in good faith, that: (a) the Property has experienced or suffered, or hereafter experiences or suffers, an environmental contamination or other hazardous substance release; (b) Owner has materially misrepresented in the Prime Lease the status of Owner's title to the Property, Owner's authority to enter into the Prime Lease and the rights conveyed thereunder, or the environmental condition of the Property; or (c) there is (or has occurred) a defect in Owner's title to the Property or other matter affecting or restricting such title; provided that the event or condition described above in subpart (ii) or (iii) in this Section 15(a) restricts or impairs the ability of Tenant to use, in a lawful and commercially reasonable manner, the Sublease Premises for the Permitted Use. Notwithstanding the foregoing, Tenant will not be entitled to terminate this Sublease under this Section 15(iii)(c) if-. (x) the defect or condition providing the basis of such termination was actually known by Tenant at the time of execution and delivery by Tenant of this Sublease, or (y) such defect or condition was actually known by Tenant for more than one (1) year prior to the date on which Tenant gives to Landlord Tenant's notice of termination under this Section 15(iii)(c). Site Sublease and Construction Agreement 20 16. Additional Warranties and Covenants. (a) So long as this Sublease is in effect, Landlord hereby further covenants, warrants and agrees as follows: (i) Landlord will not exercise any right of termination of the Prime Lease available to Landlord as the tenant thereunder. Without limiting the generality of the foregoing, in the event of any bankruptcy filing or other insolvency proceeding by or against Owner in which the Prime Lease is rejected, or sought to be rejected, by Owner or Owner's trustee or other representative of Owner's bankruptcy estate, Landlord will invoke any and all rights under 11 U.S.C. § 365(h) or any other applicable provision (or any successor provision) to continue Landlord's occupancy of the Prime Lease Premises so as to permit Tenant's continued occupancy and use of the Sublease Premises as authorized herein; (b) Landlord represents, warrants and agrees that: (i) Landlord controls the Property by that certain Prime Lease between Landlord and the Owner, attached hereto as "Exhibit 16b(i)" along with any amendments thereto; (ii) that the Prime Lease is in full force and effect; (iii) that Landlord has not assigned any of its rights under the Prime Lease to any third parties; (iv) to the best of Landlord's knowledge, neither Owner nor Landlord is, or with the giving of notice, or passage of time (or both), will be in default under any of the terms or conditions of the Prime Lease; (v) that the Prime Lease constitutes the entire agreement between Landlord and Owner regarding the Property, and, except as shown in Exhibit 10b(i), there are no written or oral amendments thereto; (vi) that during the Term, Landlord will not materially modify or amend the Prime Lease in a manner which adversely affects the rights or obligations of Tenant without the prior written consent of Tenant; (vii) that during the Term of this Sublease, Landlord shall not terminate the Prime Lease; (viii) notwithstanding any provision of the Prime Lease to the contrary, Tenant will have no obligation to pay any fees, costs or other expense under the Prime Lease; (ix) upon request of Tenant, Landlord shall use its best efforts to cause Owner to observe and perform its obligations under the Prime Lease; (x) the Property is not encumbered by any liens, restrictions, mortgages, covenants, conditions, easements, leases, or any other agreements of record or not of record, which would adversely affect Tenant's Permitted Use and enjoyment of the Premises under this Sublease; (xi) as long as Tenant is not in default, Tenant will lawfully, peaceably and quietly have, hold, occupy and enjoy the Premises without hindrance or ejection by any persons lawfully claiming under Landlord; and (xii) Landlord's execution and performance of this Sublease have been duly authorized and will not violate any laws, ordinances, covenants or the provisions of any mortgage, lease or other agreement binding on Landlord. If the Property is or becomes encumbered by a deed to secure a debt, mortgage or other security interest, Landlord will use best efforts to provide promptly to Tenant a mutually agreeable subordination, non -disturbance and attornment agreement executed by Landlord and the holder of such security interest. (ii) Except as described in Sections 13(b), 18 and 27(d) of this Sublease, and Site Sublease and Construction Agreement 21 except as otherwise provided below in this Section 16(a)(ii), Landlord will not transfer or assign any of its rights, title or interests in, to or under the Prime Lease or the Landlord Premises without Tenant's express prior written consent; provided, however, that Landlord may, without obtaining Tenant's express prior written consent, enter into leases, subleases, licenses or other occupancy agreements affecting portions of the Landlord Premises, other than the Sublease Premises, subject to the requirements of Sections 9(a) and 28 hereof; (iii) Landlord will duly and punctually perform each and every obligation of the tenant under (and as defined in) the Prime Lease and will not cause or permit the occurrence of any event of default thereunder on the part of the tenant thereunder; (iv) Landlord will not surrender, or offer to surrender, the Prime Lease Premises to Owner, except upon termination or expiration of the Prime Lease; (v) Landlord will not enter into any amendment of the Prime Lease that could adversely affect any right or remedy of Tenant hereunder; (vi) In the event of Owner's failure to observe or perform a warranty or covenant of Owner under the Prime Lease, the effect of which is to preclude or materially impair or disrupt Tenant's Permitted Use of the Prime Lease Premises, Landlord will, upon receipt of written notice thereof by Tenant (if Landlord has not already commenced such action), use diligent and good faith efforts to compel Owner's observance or performance of such warranty or covenant. For so long as such violation by Owner continues and has the effect on the Permitted Use described above, Tenant will be entitled to an abatement of Rent hereunder in proportion to the degree of prohibition, impairment or disruption of the Permitted Use suffered by Tenant; (vii) As promptly as possible upon Landlords' receipt thereof, Landlord will provide to Tenant a copy of. any notice of default received by Tenant under the Prime Lease; any notice of a bankruptcy, receivership or other insolvency case or proceeding affecting Owner or the Property; and any notice, complaint, order or decree affecting, or seeking to affect, the status of the Tower or the operation of the Landlord Premises as a wireless communications facility. In the event that Landlord provides to Owner any notice of default by Owner under the Prime Lease, Landlord will simultaneously provide a copy of such notice to Tenant; (viii) Landlord will not authorize and will contractually prohibit any Third Party from using any portion of the Landlord Premises in violation of applicable laws, regulations, codes or ordinances (including, without limitation, any legal requirements governing radio frequency emissions) or in violation of the Prime Lease; and (ix) Landlord will maintain at its expense the Tower and any other Landlord Improvements in accordance with applicable laws, codes, ordinances and regulations, including any applicable lighting, painting or other marking requirements of the Site Sublease and Construction Agreement 22 FAA/FCC, in the event that the Tower is subject to lighting requirements under any applicable laws, ordinances, codes or regulations, Landlord . witil maintain an alarm system to monitor the operation of such lighting, and Tenant may install at its expense a tieAu mon4or or aWin to inforni Tenant of the operation of such -lighting, so. long is TenanVs use of a tie-in monitor oralarmdoes not interfere with Landlord's monitoring Operations, Landlord will inairilain the Tower in good condition-4ndropair and free and clear of rust. (b)Solong: as this Sublease is in effiect, Tenantliereby further covenants. Warrants and ri-oces that;, (i) Tenant will duly and putictually perform each and every Obligation On its part to be performed under this Sublease and Tetant will not cause permit the occurrence, of any. event of default under the Prime Lease on ac -count of its use and occupancy of the: Sublease Promises orthe Property, (ii) The Tenant Facilities at the Sublease; Preirdses,and the installation. operation, maintenance, repair, replacement and removal of Tenant's Facilities oil and from the Sublease Premises will not irreparably damage the Towerand will comply in all material respects with all applicable laws, Tugulations, orders, and ordinances, including, without limitation of the FCC; and (iii) Tenant Will ript.,use.any portion of the Svublease Promises in violation. of applicable la,,vq,- regulations, codes or orcEnaiwes. (including, without limitation, .any legal requirements governing radio firequency ernissions) 17. R&mtio 0) Following the Dale of this. Sublease, 'Feuant Will NIVO.Afie Tight, at Tenarit's, sole cost and expense, to relocate the Tower Prem Nes to another location on the Tower (the "Relocated Tower Premises"), provided that: (i) the conditions set fin-thbeloW, in Section 17.(b) are satisfied; (ii) the Relocated Tower Premises will not excecd'a ratige oftweWe,(12),feet of.vertical space on The Tower measured betweeri two parallel, horizontal planes, the lower of which to be a specified height above the, same point at the base of the Tower from which the Tower Premises Was measured; (iii) the telocated conterpoint and vertical dimensions of the Relocated Tower Premises dwriat reduce or impair Landlord from making space available on the Tower to other 'wireless. oomm tin ication providers in comparison son to the status of Tower availability immediately prior to such relocation, taking into account generally accepted industry standzirds of spaoingand interference and rhe height and other physical characteristics of the jb%ver; (iv) the Bebe ation shall uot result in more than one RAD center (a -"splitting" ,of.equipment on the Tower); wind [v) Tenant Will provide to Landlord at least thirty (30), daysprior written' notice designating the specific area on the Tower within which the Tenant intends to establish the Relocated. Tower Premises. If such relocation of the Tower Preallses.occurs: during the, first year of the Initial Term ofthis, Sublease, then the, Rent,for the Relocated Tower Premises will be the same as the current nionthl I y Rent. However, if the relocation of I the Tower Premises occurs at any time Site Sublease and Construction Agreement 23 subsequent to the first anniversary of the Rent Commencement Dato and the center U'ne.of the, Relocated Tower Premises iS located at a vertical height above the :eenterlino of the Tower Premises below -such relocation, then the Rent Or such Relocated Tower Premises will be based on the fair market Value of such Relocated Tower Prentises as determined by a.eertified appraiser -soleeted by inutual agreement of the parties. In the event- that either party to this Sublease disputes the fair marIket value established by such, certified appraiser, then such dispute wilt be subject to arbitration as provided iii. Subsection 30(g). (U) If (i) the area within tVhlch Tenant intents: to establish the Relocated Tower Premises is not subleased, licensed or otherwise occupied by a Third Party at lite time of "Tenant's providing the notice. described ;above in Section 17(a)(v), and is not then suli)ect to 7 writfen option or other commitment agreement between- Landlord- permitting the use or occupancy of the Relocated Tovvot.Prcinises by a prospective "third Party and (ii) Tenant's proposed use of the Relocated "tower Premises would not cause interference with any existing Third Party or any prospective Third Party under an afiirementioned option or eonimitmeni agreement, or impair the structural integrity, of the Tower and meets the standards of Section 17(a) above, them Tenant will be entitled to use and occupy the Relocated Tower. Premises. If the use or occupancy of the Relocated 'rower Premises occurs and Tenant in fact, causes any of the abovo-referenced interference, then Tenant Will? at T'enant's sale cast and ekpcnse, pronnpdy eliminate the cause of such interference, or, alternativet; will not conduct such interfering operaiions vvitiin'the Relocated' Tower Peemi,ses. t oliowing any such relocatian, the Relocated Tower 'Premises will thereafter be deemed the Tower Premises for all purposes iarider. this Sublease, will be subleased and occupied by renani in accordance with tete terrors and conditions of this 'Sublease arid tlt'is. Sublease wRI be deemed amended accordingly. Tenant's obligations to pay any expense or cost incurred on account of such relocation will survive any expiration or sooner torn!i cation of this''Sublease. 1#3. Fenancin 141atters; (a) Landlord hereby represents, covenants and agrees as follows:. (1) Except to Lender, Landlord has trot heretofore granted,. conveyed or caused to attach any security interest, mortgage, security title, pledge, Tien or hypothecation (a Secunty Interest") in, to or against any one or more of the following; Landlord's interest ar title under the prime Lcase, Landlord's "interest or title under, this S—ablease, theToweror any of the other Landlord Improvements; (ii) On the Date of this Sublease, Landlord will deliver to 'Tenant (Which Tenant may execute :and record] at least one original counterpart of an NDA: doly executed and delivered by Lender and Landlord; and (iii) I andlord will not grant: convey or cause to attach any Security Interest in, to, or against any of Landlord's title or interest described above in subpart (i) of this Section 1.8(a) uplos the grantee or holder thereof (a ``Seeuretl' Part) and Landlord duly execute and deliver to Tenant -an NDA.. Site Sublease pndCon.struction Agreement 24 (b) Tenant agrees that, sinitiltatkously with the giving of notice to Landlord, Tenant Evill provide, a copy of .any notice of default by Landlord tinder its obligations coAlained in this Sublease to one (1) Secured Party which is identified tram tintorol time by Landlord inVeeng to Tenant as the holder of a first priority Security, Interest in Landlord's assets, provided that Landlord will have -provided to Tenant such Swurecl Party's name and proper address for notices. Tenarit,agrees that the foregoing Secured Party -will have the eight to cure a default by Landlord hereunder within the saitic cure period as. may be 1147"Orded Landlord; provided, however; that nothinE contained herein will obligate the Secured Party to cure any default or petrorru Landlord's obligations tinder this Sublease, ,(c) If the Property is encumbered by a morlgape,.decd of trust, deed to secure debt or - diligent and Ober security instrument, Landlord will, it not already tibtairred by Landlord, use dil 19en, good faith efforts to obtain and record a riondisturbance agreement, duty exeouted by the holder ,of such, instrument; and pruvidig for the continued recogrltion of the. Prime. Lease and Lairdlord's, e 0 1 IM . , a foreclosure ur other acquisition of right t ocoupancy thereunder, rib fffistanding title tOthe pr4jpertybysuch tattler, In the eventthat Landlord is requested to. subordimate its title or 'interest under the Prime Lease.to a mortgagee, secured party or lender of'Owner, Landlord hereby covenants and agrees that it will not chief into any such subordination unless OwnoCs intirtgagee, secured party or lender agrees in writing that, (i) notwithstanding any foreclosure with respect to the Property, acquisition of title in lieu of foreclosure of other remedial action, the Prime Lease, this Sublease and any other subleases or Uprises with Third. Parties will. remain, effective in accordance with their respective terms; (ii) such iribrtgagee; secured party or lender- (or ender(or any punchaser, therefrom) will assume Ownor'sduties under the Pfrne Lease; and (iii) Landlord's title,. interest and rights tinder the Prime Lease will riot be disturbed so longr as Landlord is riot 1 1 n defaultuunder its obligations to be perfortocd tinder the, PrinieLease beyond anyapplicable cure period. Without limiting the foregoing, Landlord will provide to Tenantfbr its review promptly after Landlord% receipt thereof a copy of tiny proposed s4hoidination agreement submitted to Landlord and descritied above in this Section A(c). So long as this Sublease is in e0ect, Landlord agrees that it, will attorn to any permitted successor latirilord to. Owner. whether such landlord is a successor by, reason, oftrans 16- of the Property by Owner, foreclosure by Ownees mortgagee or otherwise.. so that the. peole Lease continues in fillLforcc and effect in accordance with its terms. 19. Casualty and Crmdejfttiatjoji. ja) AS used in, this Section 10, any reference to damage to or condemnation of "substantially 'all"! of property will mean that the remaining, portion thereof is riot of sufficient size 01, condition to, permit the continuation of (he Permitted Use of the Sublease Premises In a commercially reasonable marincr, As: used in this Section 19,;a' total' Tower casualty".will mean destruction, darnage, injury or other casualty to the Tower ortwidlord Premises such that, under coristruction.codes, standards and practices generally prevailing with regard to contraunication tower construction and maititenan" in the state in which the Tower is located,, the Towu, (or a substitute tower structure) may not be repaired, rebuilt -.or constructed within sixty (60) days after Site Sublease andlConstruction Agreement 25 the date of such damage Or; destruction, to a'condition. substantially similar to that existing immediately prior thereto. (b) In tite event ofdarnage destruction, injury or casualty affcctingthe Tower. (hiring the Term that is proximately -caused by Landlord, Landlord will, at Tenant's written request, rebuild or repair the Tower (or construct and install a substantially similar replacement structure) as.soon as .reasonably practicable following such casualty event, all at lx ndlord's expense. In connection therewith, Landlord will re -install or i -e -build, at Landlord's expense., the Equipment Building and any items of the Talent Facilities affected thereby. In the event that Tenant does not deliver written notice of such election to Landlord within fifteen (15) :days atter the date .on which Tenant receives actual notice of such event, ,then Landlord will not be required to rebuild or re -install as providedtit this Section 19(bi. In the event of a total Tower casualty. Landlord will hawse no obligation to rebuild or replace the Tower,: provided, however; that if Landlord elects ne t to tebuild 4r replace. lite To %er, Tennant may by written notice io Landlord and at no cost or fee to Tenant acquire Landlord's interest under the Prime Lease. (c) Without}irn tittg the foregoing provisions of'tthis Scetion, 19, in the event of a total Tower casualty, Landlord or'ri°nant tnay terminate this. Sublease by wriiten notice of termination to the other party, which termitration will be caective as of the date of the occurrence of such damage and/or destruction, and upon such termination each party will :be entitled to collect all insurance: proceeds payable to such party pursuant to policies of insurance maintained by its and Tenant will be entitled to the reitnbursemenIT of any prepaid Rent. to be apportioned as of the terinination.date, (d) If at arty tune during the Terni, all or substantially all of the -Sublease Premises or the Landlord Improvements will be taken in the ekercise of flip paver of eminent domain by any governmental authority, or;pther-entity or authority having the power of eminent domain; or by voluntary conveyance in lieu of condemnation, hien Landlord or Tenant allay terminate this Sublease by providing writteitiarotice to the other party, ti hereupoh.this Sublpase will terminate as of the earlierof the date of the vesting of title in such authority or thirty;(30) days after the date on which the terminating party .provides such .notice; and any prepaid .Rent will- be apportioned as of:said .date and reimbursed to Tenant, Landlord and Tenant will each be -entitled to enforce separately their respective rights anti remedies with respect to such taking, In the event of any taking of less. than all or substantially all of the Sublease Promises. or Landlord Improvements, this Sublease will continue and Landlord and Tenant Will be entitled to pursue their respective separate aw.ards with respect to such taking. M Taaes.. {n). Tenant will. pay; on or before the due date.thereof, all personal property taxes levied against the Tenant Facilities. If the assessed value of the Landlord Premises is increased by inch.isibn of theTenant-Facilities and Landlord is liable for the payment of such increase in taxes, then Tenant will pay for ;Landlord, within thirty (;i0) days after receiving a written request for payment, the part of such increase in taxes specifically attributable to the inclusion of the Tenant: Facilities.. As a condition of.sucli payment, Landlord will provide to Tenant an origined Site Sublepse and Construction Agreornent 26 or copy of the tax assessment or other m.hig authority documqntation evidencing, such increase on account of the Tenant Facilitiesi (b) I Landlord will pay) or cause to be paid, on or before the due date thereof, personal property taxes levied Against the Landlord firtpr6yements and all real property taxes for which Landlord is liablo.pader the Prime Leasq or applicable Livv, 21. litsurance nad Subirwation, (al Landlord and Tenant will each provide. and maintain during the Term commetchit general liability insurance hi an aggregate arnotau of Two Million Dollars ($2,900,000) and include. -the outer party herpto as an add,i I tional insured on such policy or policies. Each party may satisfy this requirerneat by, Obtaining appropriate endorsements to any master policy of liability insurance maintained by such, party. Without limiting the generality of Landlord's covenant in Section 16(ii)(iii) hereof to eomply with the Obligations of the Prime Lease, Landlord agrees that it will ittaintain during the Term insurance required to be Inaintained by the tenant under the Prime Lease. Both pat -ties hereto will maintain valarkcf aomponsation insurance is required, by appli 1.001c law, (b) Neither party will be liable tothe other (or to.thc.othcr's successors Or assigns) for any loss or damage caused by fire or any of the risks enumerate.d. 'in. a standard "All: Rist;" insurance pal icypnd, in the event of such insured loss, neither parly's insurance company will have a subrogated claim against tlie other.. Each party hereto Wirt. obtain from its insurers under all policies of Fire, fhcft: and other casualty insurance maintained by it at any lime during the Term Landlord insuring0 of covering the .� rd Promises or the Sublease Prorrdses. or any portion thereof, improverneats thmon or operations therein, a waiver of all tights of subrogation.which the insurer might have against the otherparty. Tenant may, self -insure the required cqveratYe. 22. Indernitification,• Waiver of Consequential Damnes, (',i) Except as, prinvided in sqction 'Y,Jfb- . hcricoTenant wilJ irldcmulif-�'-, defend and hold Landlord harmless- front and against any and all injury. loss, damage, obligation, penalty or liability (or any cMims in respect of the foregoing), costs or expenses (including reasonable attorneys' fees and court costs) imposed upon, incurred by or asserted against Landlord and arising From or on aceOLI"t Of any occurrence, injury to or death of persons -(including workmen) Or loss of ordarnag to properly y caused by Tenant or �its agents, employees, guests, invitees or I �P , pro �p contractors in the use, operatiou, maintenance or repair of or on the Property, Landlord Premises or Sublease Prcrnises, (b) Except as provided in Section 2 1 (b) hercof, Landlord will indemnify defend and hold Teriatit harmless from and.agairst any and all injury, loss, damage, obligation, penalty or liability (pr any claims in respect of the foregoing), costs of expenses jincluding reasormbleattorneys' fees and court costs) imposed open, iticuried by or asserted against Tenant and afting, from or on account ofi(i) any occurrence, injury to or death of persons (includingworkmen) or loss of or, damage to property caused by Landlord. or Landlord's agents, employees, contractors, licensees, subtenants, guests, invitees or other persons on or about. the Property other than Tenant and Site Sublease andConstructlon Agreement 27 Tenant's agents, employees, guests, invitees, representatives and contractors (and Landlord will not be deemed Tenant's contractor for purposes hereof) or (ii) any failure by Landlord to perform or comply with any of the terms, covenants or conditions of the Prime Lease. (c) Notwithstanding anything to the contrary contained above in this Section 22, the indemnity obligations of either party hereto will not apply to any injury, loss, damage, liability, penalty or obligation (or any claim in respect of the foregoing) resulting from the negligence or intentional misconduct of the other party hereto or of such other party's agents, employees or contractors. Except as provided in the next sentence hereof, Landlord and Tenant each further waive, to the fullest extent permitted by law, all claims against the other party for lost profits or earnings or other indirect or consequential damages otherwise recoverable under applicable law as a result of a breach of this Sublease or otherwise pursuant to the foregoing indemnity provisions. The foregoing waiver will not apply to claims based on any act or omission of a party that so exceeds the scope of breach of contract as to reach the level of gross negligence or willful misconduct. 23. Temporary Facility. Should Tenant experience a loss in communications service to its customers as a result of the occurrence of a breach, act or omission by Landlord, casualty or damage to the Tower or for any other reason affecting the Tower or any of the Landlord Improvements, Tenant will be, and hereby is, authorized, to the fullest extent permissible by applicable law and ordinance and the Prime Lease, to bring onto the Prime Lease Premises and operate, without the obligation to pay Landlord or Owner any additional Rent or other sum, a "boom truck" or other temporary wireless communications facility during such period of loss of service. In the event that Tenant takes such action as the result of a breach, negligent act or omission, or willful misconduct of Landlord, Tenant will be entitled to recover against Landlord (or, at Tenant's option, to set off against Rent payable hereunder) the costs and expenses incurred by Tenant in implementing and maintaining such facility during such period and of removing the same upon the re-establishment of regular service. 24. Notices. All notices, requests, demands and other communications hereunder will be in writing and personally delivered against receipt, sent by overnight delivery by a nationally recognized overnight carrier or mailed, certified mail, return receipt requested, addressed as follows: If to Nathan Foster LANDLORD: Atlas Tower USA, LLC 4450 Arapahoe Ave., Suite 100 Boulder, CO 80303 If to TENANT: New Cingular Wireless PCS, LLC Attn: Network Real Estate Administration Re: Cell Site # BOISIDUI043 Cell Site Name: Meridian Relocation Fixed Asset #: 11564680 12555 Cingular Way, Suite 1300 Alpharetta, GA 30004 With copy to: New Cingular Wireless PCS, LLC Attn: Legal Department Cell Site Name: Meridian Relocation Site Sublease and Construction Agreement 28 Cell Site ID: BOISIDU1043 Fixed Asset i/: 11564680 (U.S. Mail) P.O. Box 97061 Redmond, WA 98073-9761 (overnight courier) 16331 NE 72nd Way, RTCI Redmond, WA 98052 All notices, demands and requests will be effective upon actual delivery, if personally delivered against receipt or delivered by overnight carrier, or, if mailed, on the date of the United States Postal Service postmark; provided, however, that the time period in which a response or action, if any, to any notice, demand or request must be given or completed will commence to run from the date of receipt of the notice, demand or request by the addressee thereof. Rejection or failure to claim delivery of any such properly given notice, demand or request, or any refusal to accept any such notice, demand or request, or the inability to deliver because of changed address of which no notice was given, will be deemed to be receipt of the notice, demand or request sent as of the date of the United States Postal Service postmark or the date of attempted personal delivery or overnight carrier delivery, as the case may be. Either party will have the right from time to time and at any time during the term of this Sublease to change its address and to specify as its new address any address within the continental United States of America by providing at least five (5) days' written notice thereof in accordance with this Section 24 25. Ouiet Enjoyment, Title and Authority. Landlord covenants and warrants that: (i) Landlord has full right, power and authority to execute this Sublease and the power to grant all rights and interests hereunder; (ii) Landlord is duly organized and validly existing and is qualified to do business in the state or commonwealth in which the Property is located; (iii) Landlord's execution and performance of this Sublease will not violate any laws, ordinances, covenants, or the provisions of any mortgage, lease or other agreement binding on Landlord; and (iv) Tenant will have the quiet enjoyment of the Sublease Premises during the Term of this Sublease, and Tenant will not be disturbed as long as Tenant is not in default hereunder beyond any applicable grace or cure period. Tenant covenants and warrants that: (i) Tenant has full right, power and authority to execute this Sublease and perform its obligations hereunder; and (ii) Tenant's execution and performance of this Sublease will not violate any laws, ordinances, covenants, or the provisions of any mortgage, lease or other agreement binding on Tenant. Site Sublease and Construction Agreement 29 26:.Eavironmental LAIVS. (a) As used herein, the term " Eiiyiromhontal Laws" will mean, any and all local, state or federal statutes,, regulations or -,ordinances pertaining to the environment or natural resources. As used herein, the terns "Hazardous Substance" will mealy any toxic or hazardous- waste of substance iinehidin;„ without limitation; asbestos and petroleum products) that-is.regulated by Environmental Laws. {b) Tenant -'represents, warrants arta agrees that it 411 conduct .its activities on or about the Sublease Premises and Property in compliance with all applicable Environmental Laws, Landlord represents, warrants and, agrees that_ it will conduct its activities on or about the, Landlord, Premises and Property in compliance with all applicable Environmental -Laws. 1) Tenant agrees Go defead, indemnify and hold Landlordharmless from and against any and all claims, causes of action, demands and liability including, but not limited to, damages, costs; expenses, assessments, penalties; fines, losses; judgments and attorneys' fees.that Landlord may suffer due to a) the existence or discovery of any ffazardovs Substance on or about. the Sublease Premises or Property brought onto the Property by Tenant, and b) the migration or release of any Hazardous Substance to other properties or into tl* environment, that is caused by or iasuits froth Tertant's activities (n or About the Subleasc,Prerpises or Property and c)'Fenant's failure to comply :with any Environmental Lata: or industrial hygiene law, including without limitation any regulations, gitidtelines, standards, or policies of any governmental authorities regulating or 'imposing standards of -liability or standards, of conduct with regard to. any 6nvirorimental or industrial hygiene conditions or matters as may now or Hereafter be in effect, and d) any enviroainemal or industrial hygicne,.conditions that arise out of or are in any way related to the condition of the sublease Preniises'orProperty and aotivities emiducted.by the party thereon, unless the environmental, conditions are caused by Landlord. 2) Landlord agrees to defend, indemnify and hold Tenant barntless frons and against'any and ?fl claims, causes of action, demands and liability including, but not limited to, _damages. costs,. expenses, assessments, penalties: fines, losses, judgipents and attorneys' fees that Tenant !nay suffer due to a) the existence or discovery of any hazardous Substance on or about the Landlord_ Premises or Property, and h) the migration or release of arty Hazardous Substance so- other properties or into the enviromnemt that is caused by Ur results from the activities on or .about the Landlord _Premises or Property by Landlord or Landlord's subtenants; licensees or arty other person o'i- entity elainiing.bv or ilivough Landlordl olid c) Landlord's failure:'to comply with any-Enviromocutat Law or industrial hygiene law, including without limitation any regulations, guidelines, standards or policies of :any governmental .authorities, regulating or imposing standards of liability or standards of conduct with regard to any erivironrneiital or industrial hygiene:coaditfons or matters as may now or bereafter be in effect and d) any euvironnentid or industri'all bygieue conditions that arise ant of or are in any way related to the condition of the Sublease Premises or 'Property and activities conducted by the party thereon, unless the environmentat conditionsare caused by Tenant. Site Sublease and Construction,Agreetnent 3d The indemnifications in this Section 26 specifically include costs incurred in connection with any investigation of site conditions or any cleanup, remedial, removal or restoration work required by any governmental authority. The provisions of this Section 26 will survive the expiration or termination of this Sublease. 27. Assignment and Subleasing. (a) Upon written notice to Landlord, Tenant may assign all or a portion of Tenant's rights, title or interests hereunder to a Tenant Affiliate; provided, however, that Tenant's assignee will agree in writing to be bound by the tennis and conditions of this Sublease. Tenant may assign all or a portion of its rights, title or interests hereunder to an entity that is not a Tenant Affiliate only upon Landlord's written consent, which consent will not be withheld or delayed if Tenant's proposed assignee agrees in writing to be bound hereby and maintains at the time of such assignment, as demonstrated by current financial statements provided to Landlord, a financial position reasonably demonstrating the ability of such assignee to meet and perform the obligations of Tenant hereunder through the unexpired balance of the current Initial Term or Renewal Term, as the case may be (or delivers to Landlord a full guaranty of such obligations by a guarantor that so demonstrates such a financial position). (b) Upon an assignment of this Sublease by Tenant to a non-affiliated assignee regarding which Landlord's consent is required under Section 27(a) above, or to a Tenant Affiliate, Tenant will be discharged of duties, liabilities or obligations that arise hereunder after such assignment. (c) Upon written notice to Landlord, Tenant may sublease all but not a portion of the Sublease Premises to any affiliated business entity, provided that such notice will contain the name and intended use (including frequency information) of such subtenant provided, however, that with respect to entities that are not affiliate with Tenant, Tenant will not have the right to enter into any such sublease if, at the time that Tenant desires to sublease all or a portion of the Sublease Premises, Landlord has sufficient remaining space and capacity on the Tower to meet the requirements of the Third Party desiring to enter into such sublease with Tenant. Promptly upon Landlord's receipt of written notice from Tenant indicating Tenant's desire to enter into any such sublease, Landlord will provide written notice to Tenant indicating either that: (i) Landlord is able to satisfy the requirements of such Third Party and intends to enter into a sublease agreement with such Third Party; or (ii) Landlord is unable to satisfy the requirements of such Third Party and Tenant is authorized to proceed with the sublease. Tenant will not be discharged of its duties, liabilities or obligations hereunder on account of any such sublease. (d) Following the completion of Landlord's Work, Landlord may upon written notice to Tenant assign or transfer this Sublease to any third party, provided that: (i) any such assignee recognizes in writing this Sublease and agrees to be bound hereby; (ii) Landlord promptly provides to Tenant a recordable NDA, duly executed by such third party, pursuant to which such third party agrees that so long as Tenant is not in default beyond any applicable cure period, Tenant's occupancy and rights hereunder will not be disturbed; and (iii) such third party reasonably demonstrates sufficient financial resources to operate and maintain the Landlord Site Sublease and Construction Agreement 31 Premises in compliance with all provisions of the Prime Lease and this Sublease. As part of such transaction, Landlord may also assign or transfer its interest under the Prime Lease to such third party, provided that such assignee recognizes in writing the Prime Lease and agrees to be bound thereby. Landlord will be discharged of its duties, liabilities or obligations that arise hereunder after such assignment or transfer. 28. Notice of Proposed Third Party Occupant: Right of First Refusal (a) In the event that (i) Landlord makes or receives a bona fide offer pursuant to which a Third Party seeks to sublease or occupy space on the Tower and (ii) Landlord intends to accept such offer or such potential Third Party otherwise proposes to enter into such agreement, the Landlord will promptly send a written notice (the "Notice of Third Party Occupant") to Tenant. The Notice of Third Party Occupant will contain the following information, provided that providing such information will not violate the terms and conditions of any then executed and effective non -disclosure and/or confidentiality agreements: (i) the rent and other terms and conditions for the sublease of the Landlord Premises, and the name of the person or entity making the offer; and (ii) evidence of the bona fide offer such as a written proposal, term sheet or proposed contract. (b) Delivery of the Right of First Refusal Notice will constitute an offer by Landlord to sublease to Tenant the portion of the Landlord Premises at the consideration and under the terms and conditions described in such notice. (c) Tenant will have ten (10) business days after Tenant's receipt of the Right of Refusal Notice in accordance with the notice provision in Section 24 hereof (which Ten (10) business day period is referred to herein as the "Acceptance Period") to elect to exercise the Right of First Refusal. If Tenant elects to exercise the Right of First Refusal, Tenant will notify Landlord in writing within the Acceptance Period of Tenant's intent to exercise such right, whereupon the Right of First Refusal will become a binding contract for the sublease of such portion of the Landlord Premises and Tenant will sublease same in accordance with such consideration, terms and conditions. If Tenant does not notify Landlord in writing within the Acceptance Period of Tenant's election to exercise its Right of First Refusal on such terms and conditions, Tenant's right to exercise its Right of First Refusal on such terms and conditions will terminate; and Landlord may sublease the Landlord Leased Premises to the Third Party on terms substantially the same as those contained in the Right of First Refusal Notice, subject to Tenant's rights granted herein under this Sublease. (d) Tenant's failure to exercise the Right of First Refusal, or Tenant's exercise of the Right of First Refusal, will not be deemed to constitute a waiver or release of any other rights or obligations of Tenant or rights or obligations of Landlord otherwise set forth in this Sublease, including, without limitation, those respective rights and obligations set forth in Sections 9 and 10 hereof. Site Sublease and Construction Agreement 32 29. Waiver of Landlord's Lien. Landlord hereby waives any and all lien rights it may have, statutory or otherwise, with respect to the Tenant Facilities or any portion thereof. The Tenant Facilities (including, without limitation, the Equipment Building) will be deemed personal property for purposes of this Sublease, regardless of whether any portion thereof is deemed real or personal property under applicable law. 30. Miscellaneous (a) The prevailing party in any arbitration or litigation arising hereunder will be entitled to its reasonable attorneys' fees and court costs. In connection therewith, the court or arbitrator will be entitled to exercise its reasonable discretion to determine which party should be deemed the "prevailing party" based on the nature of any claims, counterclaims or other demands asserted, the amount or amounts demanded thereon and the nature and amount of the relief, judgment or award granted. With respect to this Section 30(a) and any other provision in this Sublease providing for payment or indemnification of attorneys' fees, such fees will be deemed to include reasonable fees and reasonable disbursements of counsel incurred through any applicable appeal process and will include fees attributable to legal services provided by any in- house counsel and staff to the prevailing or indemnified party. For purposes hereof, the services of in-house attorneys and their staff will be valued at rates for independent counsel prevailing in the metropolitan area in which such counsel and staff practice. (b) Each party agrees to furnish to the other and to a person or entity designated by the requesting party, within twenty (20) days after receipt of written request, a written statement confirming, to the extent truthful, the following: (i) this Sublease is in full force and effect (and stating whether there are any amendments or modifications hereto); (ii) the Rent Commencement Date hereunder; (iii) the scheduled expiration date of the Initial Term or any Renewal Term; (iv) the number of remaining options for Renewal Terms; (v) the amount of Rent currently payable hereunder and the date through which Rent has been paid; (vi) whether the patty providing such statement has actual knowledge of any defenses to its performance hereunder or of claims, set- offs or recoupments hereunder against the requesting party; (vii) whether an event of default hereunder then exists or a condition then exists which, with the passage of time or the giving of notice, or both, would become an event of default hereunder; and (viii) the nature of the event or condition, and underlying facts giving rise to, an affirmative indication with respect to either category of information described in subparts (vi) and (vii). (c) Each party hereto hereby represents and warrants to the other that, in connection with this Sublease transaction, the party so representing and warranting has not dealt with any real estate broker, agent, commission salesperson, or finder, and there is no commission, charge or other compensation due on account thereof. Each party hereto will indemnify and hold the other party harmless from and against any inaccuracy in such party's representation. The provisions of this Section 30(c) will survive this Sublease. (d) Each party agrees to execute any documents (including a short form or memorandum of sublease, easement agreement, or both) requested by the other party to confirm of record its Site Sublease and Construction Agreement 33 rights under this Sublease (but excluding the economic terms hereof)_ Unless the laws of the state in which the Property is located prohibit the recordation of a short form or memorandum of sublease, neither party will record this Sublease, but may record, in lieu thereof, the aforementioned short form or memorandum of sublease. In the event of a recordation prohibition described above, either party may record this Sublease. Either party may record any easement agreement. Upon the expiration or termination of this Sublease in accordance with its terms and the written request of a party hereto, the parties will execute and deliver a recordable instrument confirming the expiration or termination, as the case may be, of this Sublease, The party requesting any of the foregoing instruments will bear the cost of recording such instrument. (e) This Sublease, including all exhibits attached hereto and incorporated herein by reference, constitutes the sole and entire agreement between the parties hereto with respect to the subject matter hereof and supersedes all understandings, contracts, promises, covenants, representations, statements, agreements and undertakings (whether written or oral), with respect thereto made prior to, or contemporaneously with, the execution and delivery of this Sublease. TIME IS OF THE ESSENCE OF THIS SUBLEASE AND EACH AND EVERY PROVISION HEREOF. Unless otherwise expressly limited in this Sublease, each legal, equitable or contractual right, power and remedy of Landlord or of Tenant provided herein or by applicable law will be cumulative and concurrent and will be in addition to every other right, power and remedy and the exercise or the commencement of the exercise by Landlord or Tenant of any one or more of such rights, powers and remedies will not preclude the simultaneous or subsequent, exercise by Landlord or Tenant of any or all of such other rights, powers and remedies. Except as may be otherwise expressly provided in this Sublease, the covenants and agreements herein are separate and independent. The failure of Landlord or Tenant to insist upon the strict performance of any provision of this Sublease, or the failure of Landlord or Tenant to exercise any right, option or remedy hereby reserved, will not be construed as a waiver for the future of any such provision, right, option or remedy or as a waiver of a subsequent breach thereof. No provision of this Sublease will be deemed to have been waived unless such waiver will be in writing and signed by the party against whom enforcement of such waiver is sought. This Sublease may not be modified or amended, except by a written instrument signed by both parties hereto. This Sublease and Tenant's rights hereunder will run with the Sublease Premises and Property and, except as otherwise provided herein, the provisions of this Sublease will be binding upon and will inure to the benefit of the parties hereto and their respective heirs, administrators, executors, legal representatives, successors and permitted assigns. The section captions and headings used in this Sublease are for convenience of reference only and will not affect the construction to be given any of the provisions hereof. If the time period or date by which or on which any right, option or election provided under this Sublease must be exercised, or by which or on which any act required hereunder must be performed, or by which or on which any notice must be given or received, expires or occurs on a Saturday, Sunday or a holiday observed by state chartered or national banks in the state or commonwealth in which the Sublease Premises are located, then such time period or date will be automatically extended through the end of the next day which is not a Saturday, Sunday or such a holiday. The terms "herein", "hereto", "hereof' or "hereunder", or terms of similar import, used in this Sublease mean and refer to this entire Sublease and not any particular provision of this Sublease. In connection with the execution and delivery of this Sublease, Landlord and Tenant have been Site Sublease and Construction Agreement 34 represented by counsel of their choice and agree that none of the terms or provisions of this Sublease will be construed against either party hereto solely because such party may have drafted or required any of such terms or provisions. All exhibits attached to this Sublease and referred to herein are deemed incorporated in this Sublease by reference. (f) Whenever possible, each provision of this Sublease will be interpreted in such manner as to be effective and valid under applicable law, but if any provision of this Sublease will be prohibited by or invalid under applicable law, such provision will be ineffective only to the extent of such prohibition or invalidity, without invalidating the remainder of such provision or the remaining provisions of this Sublease. (g) Except as set forth below in Section 30(h), all disputes and claims for damages relating in any way to the performance, interpretation, validity or breach of this Sublease will be referred to arbitration, before a single arbitrator, under the commercial arbitration rules of the American Arbitration Association (or its successor) in the state of in which the Property is located. In the event that the American Arbitration Association (or its successor) is not then in existence and in the business of resolving commercial disputes through arbitration, final and binding arbitration will be conducted pursuant to the last effective commercial arbitration rules of the American Arbitration Association and each party will select a certified business attorney who is licensed in the state in which the Property is located, who together will then agree upon a third certified business attorney who is licensed in the state in which the Property is located to conduct such final and binding arbitration. All documents, materials, and information in the possession of each party and in any way relevant to the claims or disputes will be made available to the other party for review and copying not later than sixty (60) days after the notice of arbitration is served. To the extent that either party would be required to make confidential information available to the other, an agreement or order will be entered in the proceeding protecting the confidentiality of, and limiting access to, such information before either party is required to produce such information. Confidential information produced by either party will be used exclusively in the arbitration or litigation that may arise and will not be otherwise disclosed. The Parties agree and acknowledge that the Arbitration requirement stated herein is non-binding arbitration. Neither party hereto will be required to submit to arbitration any disputes or claims based upon or arising out of any of the following matters, but will be at all times entitled to pursue any remedies or rights with respect thereto as such party may have at law or in equity, including, without limitation, the right to seek any available injunctive relief. (i) the parties' respective duties of noninterference as set forth in this Sublease; (ii) Tenant's access to the Sublease Premises for purposes of the construction, maintenance, repair, replacement and operation of the Tenant Facilities and to conduct the Permitted Use; (iii) Landlord's access to the Landlord Premises for purposes of performing Landlord's duties hereunder or of subleasing, licensing or making space available thereon to other parties or otherwise constructing, repairing or improving the Landlord Improvements or other property in order to conduct such activity; and (iv) Landlord's duties under Section 10(a) of this Sublease. Site Sublease and Construction Agreement 35 (h) Each person executing this Sublease on behalf of Landlord or Tenant hereby represents and warrants to the other party hereto that he or she has authority to execute this Sublease and to bind Landlord or Tenant, as the case may be, to the terms, covenants and conditions contained herein. Each party will deliver to the other party upon written request such documents reasonably requested to evidence such party's authority to enter into and perform its duties under this Sublease and the authority of the executing person, persons or entity to execute this Sublease on behalf of such party. ('r) Landlord hereby agrees that, without Tenant's express prior written approval (to be determined by Tenant in its sole and absolute discretion), Landlord will not commence, institute or voluntarily join any lawsuit, equitable action or other judicial proceeding or other form of binding dispute resolution which seeks the issuance or granting of, or otherwise pertains to, any zoning, land use or other governmental approval or permit relating to or affecting the Landlord Premises or Property and which relates to the initial phase of construction of the Landlord Improvements that must be completed in order to cause the occurrence of the Rent Commencement Date. In connection with the foregoing, Tenant agrees that: (i) if and to the extent that the performance of any of Landlord's duties or obligations hereunder are prohibited, limited or restricted without the commencement or prosecution of the above described lawsuits, actions or proceedings, such duties or obligations are and will be subject to Tenant's first providing such prior written approval to Landlord; (ii) this Section 31(i) expressly set forth in this Sublease and (iii) if Tenant refuses to provide its approval and such action for which consent is requested is necessary in order to construct or complete, on a lawful basis, the Tower, then Landlord may terminate this Sublease on thirty (30) days' prior written notice to Tenant. In the event that any such litigation or other action described above in this Section 31(i) is instituted by Landlord following Tenant's consent, or in the event that Landlord institutes such action with regard to a later phase of construction for which no consent of Tenant is required, Landlord will have no authority to proceed in the name or place of Tenant, but will at all times proceed under its own name and in its own right and interest, unless Tenant otherwise expressly consents in writing (such consent to be determined by Tenant in its sole discretion). Further, Landlord will use reasonable and good faith efforts to refrain from identifying Tenant or this Sublease in any such proceeding (provided that this Section 30(i) will not require Landlord to violate any applicable law or rule of discovery). The above notwithstanding, Tenant hereby agrees to cooperate with Landlord in the zoning and permitting process, consistent with the terms and conditions of this Agreement. 0) Notwithstanding anything in this Sublease which is or may be construed to be to the contrary, wherever this Sublease provides that upon the expiration or sooner termination of this Sublease a party or the parties will have no further rights, remedies, duties or obligations to each other or to the other, it is the express intent of Landlord and Tenant that any such duties, rights, remedies, obligations, warranties or representations of any party which, by their express terms, survive any such expiration or sooner termination will continue in full force and effect in accordance with their respective terms and will not be affected by such expiration or sooner termination. Site Sublease and Construction Agreement 36 (k) This Sublease does not, and will not be construed to, create a partnership or joint venture or any other relationship between Landlord and Tenant other than the relationship of sublandlord-subtenant under the laws of the state or commonwealth in which the Sublease Premises are located. (1) This Sublease will be governed by, and construed in accordance with, the internal laws of the state or commonwealth in which the Sublease Premises are located. (end of page) Site Sublease and Construction Agreement 37 IN WITNESS WHEREOF, Landlord and Ten -ant. have duly executed and delivered th! , s Sublease- The party last exe6,mtiug this Sublease wi I [I insert fhe date of such execution an tbe first page hereof, which date will be the Date ofthis Sublease, Atlas Tower USA. LL ByA Nathan Foster ,.PrtsWent und. Memlidt AT&T New Chigular Wireles's PCs, ILC at t3elaware limited liability company BY: A"> gtt(ity Corps's Its: Man ger "13y: Title! Yid 1.of AT&T Mobility. Notary Block STATE OF CDXOrf. ji! SS: COUNTY'OF On 1he'3 t day of in the year 2013, before me, the undersigned, persorrailyappeared B�ji�), _L 4 , 'personally known to me or proved to me on the basis _ _ of satisfactory evidence to be the individual whose name is subscribed to the within instrurnent and acknowledged to ine that he eXcCLftc-d the same in his capacity, and that by his signature on the instrument, the "ind'iv'idual. the person upon behalf of whifb1he individual acted, execilted the instruuient. N I Y I Site Sublease and Construction AgreemOnt 38 SAMANTHA E NEU tLLE R Notofy=ptjbI State of �oWco MY commission. Expires retiWary1:7,: 2016 Atlas "Cower USANotan,131ock STATE 0£ SS: coumrY OF On tine day of_:� Ka�l in the year'2013, before me, the undersigned, personally appeared ? 3 t aN u,k ,person lily knaryia to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged tome that he executed the same in his capacity; and that byr.his signature on the instrument, the individual, or the person upon behalf of Which the. individnat acted, executed the instrutnent: lVotaiy Public EVELYN .BOWERS Notary, Public state of Co tQrado Site Sublease; and ConstructionAgmement 39 AT&TSITEID: BOISIDUI043 AT&T SITE NAME: Meridian Relocation FIXED ASSET NUMBER: SCHEDULE OF EXHIBITS Site Sublease and Construction Agreement between Atlas Tower USA, LLC and AT&T SCHEDULE DESCRIPTION A Rent Schedule EXHIBIT DESCRIPTION A-1 Additional Matters Regarding Landlord's Work A-2 Phase Il Work A-3 Construction Schedule B-1 Prime Lease Premises, Access Area and Utility Area B-2 Property C Equipment Building Plans D -I Ground Premises and Run Path D-2 Tower Premises E Nondisturbance, Attornment and Subordination Agreement F Site Plans G Tenant Facilities H Tower Plans I Prime Lease Exhibit A-1 to Site Sublease and Construction Agreement 1 INTENTIONALLY DELETED SCHEDULE A EXHIBIT A-1 (to Site Sublease and Construction Agreement) ADDITIONAL MATTERS REGARDING LANDLORD'S WORT{ In consideration of the mutual covenants and agreements contained in this Sublease and in this Exhibit A-1 Landlord and Tenant do hereby expressly agree as follows: I. Tenant's Authorized Representative. Tenant hereby appoints and , either of whom, acting individually, will constitute Tenant's authorized representative for purposes of dealing with Landlord with respect to all matters involving, directly or indirectly, the Construction Plans and the completion of Landlord's Work (either of such person hereinafter referred to as the "Authorized Representative"). Tenant hereby warrants and represents to Landlord that the Authorized Representative has the requisite power and authority to deal with the Landlord in the manner contemplated herein and that Tenant will be bound by the acts of the Authorized Representative with respect to matters directly pertaining to Landlord's Work. Tenant reserves the right from time to time to designate in writing to Landlord replacement or other authorized representatives, following which designation such person or persons will thenceforth constitute the Authorized Representative for all purposes under this Exhibit A -I. A substitution by Tenant of an Authorized Representative will mean the former representative for whom substitution is effected will no longer be deemed an Authorized Representative. Provided that Tenant does not delay or interfere with the progress of Landlord's Work, Tenant may from time to time inspect such progress and the construction and installation of the Landlord Improvements and Tenant Facilities. 2. Notice of Completion. (a) Upon the completion of Landlord's Work in accordance with the Construction Plans and this Sublease, Landlord will give Tenant written notice of same and simultaneously therewith tender possession of the Sublease Premises to Tenant. Exhibit A-1 to Site Sublease and Construction Agreement (b) Within five (5) days after Tenant's receipt of said notice, an Authorized Representative and Landlord will jointly inspect Landlord's Work for purposes of identifying those portions, if any, of the Landlord's Work which may then remain incomplete, yet necessary to comply with applicable government requirements or to meet Landlord's prior written commitments to Tenant (such incomplete portions hereinafter referred to as "Punch List Items'). Landlord will be responsible for causing the Punch List Items to be completed as expeditiously as reasonably practicable, but in any event within forty-five (45) days after the date of the aforesaid notice of completion, subject, however, to extensions of such forty-five (45) day period resulting from the occurrence of any Unavoidable Delays. 3. Chanties to Construction Plans. In the event Landlord desires to make any material change to the Construction Plans, as defined below, Landlord will submit same to Tenant for its review and approval, such approval not to be unreasonably withheld, delayed or conditioned (except with respect to Phase 11 Work as provided below); provided, however, that such approval will not be deemed unreasonably withheld, delayed or conditioned if any of the elements of the Landlord's Work will not, under engineering or other applicable industry standards consistently applied, accommodate the Tenant Facilities or the effective operation of the Permitted Use, or cause a delay in the Construction Schedule. Within fifteen (15) days after receipt thereof, Tenant will respond in writing to Landlord with any approval, disapproval or proposed revisions to any submittal by Landlord. If Tenant does not so respond within such fifteen (15) day period, then Landlord's submittal will be deemed approved and thereupon become "Construction Plans" for all purposes under this Sublease.. Notwithstanding the foregoing, Tenant may withhold its consent in its sole discretion to any proposed changes to Construction Plans affecting Phase 11 Work. No such proposed changes will be deemed approved, irrespective of the passage of time, until approved in writing by Tenant. Exhibit A-1 to Site Sublease and Construction Agreement 3 EXHIBIT A-2 (to Site Sublease and Construction Agreement) PHASE II WORK [NOTE - PHASE II WORK WILL BE NEGOTIATED BY THE PARTIES ON A AT&T MARKET -BY -MARKET BASIS, AND MAY BE MODIFIED OR NOT USED] L As used herein, the term "Phase 11 Work" will mean the installation within the Tower Premises, Run Path and Ground Premises, as appropriate, of Tenant's antennas, mounts, the mounting platform described in Exhibit G of this Sublease, connectors, coaxial cable, ice bridge, waveguide, and other hardware and accessories and necessary utility runs to the Equipment Building, and the sweeping of antennas and feedlines, so that the Sublease Premises are fully ready and able to support and allow Tenant's operation thereon of the Permitted Use. 2. In addition to, and not in lieu of, any applicable requirements otherwise set forth in this Sublease, Landlord will conduct and perform the Phase II Work in accordance with the following conditions. Notwithstanding the preceding sentence, AT&T reserves the right to make reasonable modifications to the following specifications as its build specifications change.: Coaxial Cable Installation - Monopole (a) Coaxial cable handling and installation will conform to Andrew Installation Instructions Bulletin 178008, latest revision and the following; (b) Install the coax cable from the shelter to the pole including all required straps, jumpers and connectors. The cable is to be secured at the top of the pole with hoisting grips. Exposed coax will be supported at maximum intervals of 4'. Jumpers will be supported 6" behind the connection of the jumper to coax and within 16" of connection of jumper to antenna. Jumpers will be supported at maximum intervals of 2"-6". (c) Appearance of the cabling is important. All work is to be done in a neat and workmanlike manner. (d) Each coax cable will be grounded with Andrew ground kits (provided by Tenant) at each of the following locations: At the antenna location using a beam clamp to the Monopole port opening; At the base of the pole where cable enters the underground conduit or turns out from the pole to the wave guide support bridge. Exhibit A-2 to Site Sublease and Construction Agreement At the shelter entrance (if above ground). (e) All exterior connectors and grounds to be sealed with Andrew ground kits provided by Tenant. Ground lug terminals will be covered with a heavy coating of copper coat. (f) The antenna to jumper connection will be temporarily taped and sealed with "Scotchcoat". Following the sweep testing, the connections are to be made permanent using an Andrew Weatherproof Kit. The connection will be sealed per the manufacturer's instructions with the following additions: After the connection is made, 3M scotchcoat will be applied directly to the connector at the connection point, leaving a light coat of sealant. The connection will be wrapped with one layer of 3/4" plastic tape. Overlap tape the width and extend 2" beyond the connection. Apply vapor wrap with a tight and smooth texture, with no air pockets. Apply an additional layer of plastic tape. Spray a coating of 3M scotchcoat or a clear urethane compound. Identify each end of the coax runs with brass tags. Coax will be numbered per AT&T Wireless Services convention. Coaxial Cable Installation - Lattice Tower (a) Coaxial cable handling and installation will conform to Andrew Installation Instructions Bulletin 17800B, latest revision and the following: (b) Installation of the cable including all required straps, and connectors. The cable is to be secured to the tower at a spacing interval not to exceed 4' o/c. (c) Appearance of the cabling is important. All work to be done in a neat and workmanlike manner. (d) Each coax cable will be grounded with Andrew ground kits (provided by Tenant) at each of the following locations: At the antenna location using a beam clamp. At the top of the radius where the cable turns away from the platform to the shelter. At the entry to the shelter. (e) Ground leads will be installed per manufacturers recommendations and have a smooth downward flow. Leads will be relugged for proper length if needed. Exhibit A-2 to Site Sublease and Construction Agreement (f) All exterior connectors and grounds to be sealed with Andrew ground kits provided by Tenant. Ground lug terminals will be covered with a heavy coating of copper coat. (g) The antenna to superflex connection will be temporally taped and sealed with "Scotchcoat" Following the sweep testing the connections are to be made permanent using an Andrew Kit. (h) Identify each coax with brass tags at the top of the tower and interior of the equipment room at the coax entrance. Antenna Installation (a) Installation of antennas and antenna support structure as shown on Tower Plans and any related drawings supplied by Tenant. Installation must conform to location, azimuth and down -tilt of antennas. (b) Antennas will be installed plumb unless otherwise noted. (c) All attachment hardware will be installed per the manufacturers recommendations using stainless steel or galvanized bolts, nuts and washers. All bolts will have a locking device (split lock washer or self locking nut). (d) Material for mounts must be aluminum or hot dipped galvanized steel. Antenna Sweep Landlord will sweep antennas and coaxial cables to ensure their proper working condition. The following specifications are to be adhered to in regard to the antenna system pass/fail parameters: (a) The test equipment to be used is the Hewlett Packard model HP8711 A calibrated in accordance with the manufacturer's recommendations. (b) The return loss for the system is measured through the antenna and should be at least -20dB. If the return loss is greater than -20dB, there is a potential problem with the system. (i.e. -19dB fails). The antenna system includes the bottom and top jumper, the feedline and the antenna. (c) The return loss for the feedline is measured with a load attached to the end of the antenna jumper and should be at least -20dB. If the return loss is greater than -20dB, there is a potential problem with the system. (i.e. -19dB fails). Feedline return loss is measured through Exhibit A-2 to Site Sublease and Construction Agreement the bottom and top jumper and the feedline. (d) With the short attached to the antenna jumper, the insertion loss for the cable should not be less than-1.5dB. The insertion loss is measured by reading the return loss and dividing by 2. If, for example, the insertion loss is -3dB the return loss = -1.5dB (insertion loss of 3.IdB of return loss fails). Insertion loss is measured through the top and bottom jumper and the feedline. All Phase II Work will, at the minimum, conform to the latest versions of: Building Officials and Code Administrators National Code (SOCA) Southern Building Code Congress International Uniform Building Code (UBC) Exhibit A-2 to Site Sublease and Construction Agreement luawaajgV uoipnjlsuo:) pue asealgng alis of 5-y l!gi4x3 a'IIIQaIOB AIOLLJfluls 000 (luowoajgV uoponusuoo pue aseajgnS ails ol) £-V ZIEIIHXH luawaaAV uoipnilsuo:) pue asealgnS al!S 01 T-9 IRM3 :Aomns io q3P IS uN osol va" <iurni CI QAIV Va2IV SSa3DV SaSIWaHd 2[SVa'I MVIMf (luawaojgV uollonaisuoD pue as¢algnS ol!S ol) 1-$ MUM[ EXHIBIT B-2 (to Site Sublease and Construction Agreement) PROPERTY Property Legal Description; 3730 N. Linder Road Meridian, Idaho 83646 Parcel k 5043632541 I Description; The Northwest Quarter of the Southwest Quarter of Section 36, Township 4 North, Range West, Boise Meridian, Ada County, Idaho. 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C! o &pl]3O 3= ( / 38 Ol SMN]IM' ]tl1LLM1l INWIi (c7 NRM tlbW3s Nzd vunJwv unn 21O R) Q2z--�_ '1`JY ,O-,ILI bYNN1LW 391Y 61AT BtH 1® X331 AILI JO SMib31Nb ]mOM]I Mln _..__ ._..__(B JO lrWl Y bRi daO15 QIJ L1 IW -11 tdB30-Qllt /W6/1 YN 3MMLNnf NN Immm-Ba ShclllJ eal xBemno Nate .sz ]erluu S�SII�iff2id 2IffMO.L (ivamaaa5y uoilonjisuo3 pue asuolgnS alis ol) Z -Q .LIff tlXff luawaajSV uoll3nilsuo:) pue asealgns allS of 3 llglgx3 Imawagx9v NOI.I.dNIMIOgms QNd INEIWlgiIO.LId HONdfllmLSIQNON (luowaaa3d uoponalsuoo pun aseolgns alis al) EXHIBIT F (to Site Sublease and Construction Agreement) \T(EW 6' 1401 NRVL F ----- i i1 REW (1) ONE OUTS NrtEwu PER SEC{W f)Tu (3) r�yv. N1i 1 SO t i Mn YC{06 ({DIAL OF 3 DY{5 AML� 16 A( \ 85', 10.5 & :OS' AZ1N/IN MWNIED TO A UUS)LIENb, 1 ( 12W NIGH MONOPOLE D A RAD DENIER OF 121'. NEW E5p UNZ GWI R \ 1 2 AOR 1'� TOT—\ - -- -.l� 1' r �t - - ._. NEN (1) DXI OW ARTVNA PM SCAM WIN (3) ALN LIE ) \ ; �^�!^-` TKREE SEOTMS (TOTAL OF 3 U{If5 ANTENNAS) O OY, tw k 313' AZIWII{ NWNITL TD A FEI' 12Y =4 MONOPOLE D A RID CENTER OF 121', Nm i ) I TT10-DRBPI i 1 -IW SECTORi i --------- -- 1 O N (t) 0NC l (ANZEHIF PER ANT NEM (» (2 PFR lI1TH\6 6,I I I MREE SE& 3 (T 2 OF 3 LEE ANIEI A D II -v" QV, 19Y Ax ?15' AiOURH MCVNiCD 10 A �EW NEVI 125' C44 _4 ) r�1`� �' I Its {NON UQUOPOLE D A RID DNTER OF 1211. llll NEW T4 R)RRE- .--{- ( L NEW CONCRETE iONffl rOVNW110N ) 111111 \ j WWO -0Rpp MEN O E f IIEN L MOWD 10 - RI -A - • i NE14' gr Mug NDE 1 - ' ` �" LI •: 1 11`"YYY —NEDUIPFM CK 5H11ER % R U2R{ 1{ NEW Dooll {Of EE4—� (�MR AffliwRolmlameRirgJ f �• Fi I // 1 �� ' 1AW�=p Exhibit F to Site Sublease and Construction Agreement 1 ;uawaajSV uoilanjlsuo:) pue asealgns alts o; g;igigx3 S91111I3dA J"Mal (;uamojOV uoilonilsuoD pup asealgnS al!S ol) 9 .LIalHxa t iB-a-m-x-m - MYd meu •ml .wt s n .mB 3mun. eJ IBIB Im aB4z a IaMr n11 my m .al 4 .4z4 .4 A ,Gp[ Dy -:01 -99 -u -0] -x -m - naYY _ lW-tt1d080-OLl 3WMb3BAd pf-9301 ,bt L ,Izl .S A A0f Btl-It�Y-Sl-osd - ]M1vety3MOd La _ L00-I4IdBfD-Bl1-5301 3AVMC6410d Ail L ,lit .S A .^# dLti19:-BI-Sid - NVMH3MAd 10 ' Ail Ml1x BaBV A .GBI-'9-CI-0]-X-m 3tl Ni s 4 p ]yli IItT LAILWC _ a rr�v Ail t .tZl .t a .sal 13B-IBp-9B-Ct-BJ-x-m - ppX cB ^ 10T-tIIdBBp-Otll NVAVGMOd M-S$M .0N L ,ILt g A .SBI etl'NlK-Sl-O6d - NMW3Mpd LB _ wo-ll{di380-etll 3LMW3MOd �_ 0fl L ,4L1 S Y Mi tl!!-HY(-8t-'9d - BR1TBiiMQi IB I AU �-I00-58-t z-YN - IIWN _ kIDMI ,OYI .I A $B MNM1 Ini W Wp 3fIM J0 a 9 NW 3f11 rtIV Vq 00[ wl - 1®3 ASl I ,IZI .t a d9 Utl-I00-sB-z4-pY-x-- MnN m SV _ 400-III.AIBO-alit 3AYMtl3MJd 0i-9]01 .Oit L ,IZIyy-I(y1-yl�.ni - yyAUl;yq{ Ly _ t00-14tdB80-Otll 3eVY}13MOd M-Si01 ,e11 L jzt A A A4 YB-HIx-Bl- - 3q'MB3Y[p IV '[t00t1 1191 f vAan VILL 3dAl NlJM13i 'll0 tlpllVATf3 �1l iQ311 N1(11xLY 3lBn tt0[YS) 3HIBIdiH3J 191 'MH3WY 3d.LL VIItUBX Ba403S .w3MUIIIMU SnaVO WIXVOO GNV VW =UM!®SOdOUd S91111I3dA J"Mal (;uamojOV uoilonilsuoD pup asealgnS al!S ol) 9 .LIalHxa Z mfili INfN WOI A XSXJ YLl9 IMLVNgJ� A2 k A- . 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