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Home My WebLink About14-15583 CITY OF ZE HYRHILLS 5335-8t Street (813)780-0020 ' 15583 ELECTRIC L PERMIT � PERMIT INFORMATION LOCATION INFORMATION Permit#:15583 Issued: 9/03/2014 Address: 38122 HENRY DR Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL. Class of Work: ELECTRIC SERVICE REPLACEME Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est.Value: Book: Page: ' Cost: 35,000.00 Total Fees: 375.00 Subdivision: CITY OF ZEPHYRHILLS Amount Paid: 375.00 Date Paid: 9/03/2014 Parcel Number: 02-26-21-0080-OOA00-0070 .. .�. � ,.;. ' CONTRACTOR INFORMATION OWNER'INFORMATION Name: GOFF COMMUNICATIONS INC Name: CITY OF ZEPHYRHILLS Addr: 6711 26TH COURT E Address: 38122 HENRY DR . SARASOTA FL 34243 ZEPHYRHILLS, FL. 33542 Phone: (813)342-3852 Lic: Phone: Work Desc: REPLACE SPRINT ANTENNAS (3) & OW VOLTAGE HYBRID FIBER CABLE TOWER APPLICAT ON FEES � BUILDING FEE 315.00 ELECTRICAL FEE 60.00 INSPECTION REQUIRED � ` ROUGH ELECTRIC CONSTRUCTION POLE PRE-METER � �� Q� FINAL �� Y �/� / �I REINSPECTION FEES: Reinspection fees will comply wi h Florida Statute 553. 0 (2)(c) when extra inspection trips are necessary due to any one of the following re sons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections no made when inspection called d) work not ready for inspection when called e) permit not posted on jo site� plans not at job site g) work not accessible. ,- NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there ay be additional permits required from other governmental entities such as water management state agencies or federal agencies. "Warning to owner: Your failure to record a notice o commencement may result in your paying twice for improvements to your property. If you intend to obt in financing, consult with your lender or an attorney before recording your n tice of commencement." Complete Plans, Specifications and Fee Must Accompany Ap lication. All work shall be performed in accordance with City Codes and rdinances. 1 .c-,�•-�� CONT CT - - PER OFFI PERMIT EXPIRES I MONTHS ITHOUT APPROVED INSPECTIO CALL FOR IN PECTION - HOUR NOTICE REQUIRED PROTECT CARD ROM WEATHER �� CORPORATE OFFICE: 6711 26th Court East•Sarasota,FL 34243 (941)955-7106 Office•(941)308-3103 Fax March 5, 2015 Zephyrhills Building Department 5335 8th Street Zephrhills, FL 33542 Attn: Mr. Bill Burgess, Building Official � RE: Permit Cancellation for permit 1558 Site Address: 38122 Henry Drive Dear Mr. Burgess, I recently requested that the above refer nced permit be extended because the , job had been put on hold by Sprint. They have now decided not proceed at all with this project. Could you please let m know what l need to do in order to cancel this permit? f apologize for the co fusion regarding this site. Thank you for your help. Sincerely, %� /' � � Kathy Y. Rey Permit Coordinator Goff Communications, Inc. Jacqueline Bo es From: Jacqueline Boges Sent: Monday, March 02, 2015 4:03 P To: 'Kathy Rey' Subject: RE: Permit Extension Attachments: extension.pdf See signed extension.You will have to pay$15.00 per trade or the 90 day 1 time extension.There are 2 trades so the cost will be$30.00 before any inspections will be done. Will xpire June 2, 2015. Have great evening... Jackie Boges-SCSS , 813-780-0020 ext 3513 � Faith makes things possible...Love makes all thi gs easy ' Dwight L. Moody From: Kathy Rey [mailto:kathyr@goffcommunications.com] Sent: Monday, March 02, 2015 3:54 PM To: Jacqueline Boges Subject: RE: Permit Extension Thanks, I appreciate your help. �Z'hankyou, �athy 12,ey �l'ermit Coordi�uttor Goff Commu�iacations, Inc. 6448 r1'arkland 1�rive Sarasota, �FL 34243 941-9SS-7106—Offzce 941-706-5182-CeCC From:Jacqueline Boges [mailto:ibo�es@ci.zephvrhills.fl.us] Sent: Monday, March 02,2015 3:50 PM To: Kathy Rey Subject: RE: Permit Extension Received will give to Bill for approval. thanks Jackie Boges-SCSS 813-780-0020 ext 3513 Faith makes things possible...Love makes all thi gs easy Dwight L. Moody From: Kathy Rey [mailto:kathyrCa�goffcommunications.com] Sent: Monday, March 02, 2015 3:45 PM To: Jacqueline Boges Subject: FW: Permit Extension From: Kathy Rey Sent: Monday, March 02, 2015 3:38 PM To: 'jboges@ci.zephyrhiils.fl.us' Subject: Permit Extension , lackie, � Thank you so much for your help with this permit exten ion. Please let me know if Mr. Burgess grants it. 2J(ankyou, atFi x y�.� ' �l'ermit Coordinator C'joff Communicataons, Inc. 6448�l'arkCand 1�rive Sarasota, �FL 34243 941-955-7106—Of�ice 941-706-5182-CeCC Exchangei)efender Message Security: Check Authenti it , ExchangeDefendea•Message Security: Check Authenti it i _��r� CORPORATE OFFICE: 6711 26th Court East•Sarasota,FL 34243 (941)955-7106 Office•(941)308-3103 Fax February 2, 2015 Zephyrhills Building Department 5335 8th Street Zephyrhills, FL 33542 Attn: Mr. Bill Burgess, Building Official RE: Permit Extension for permit 15583 Site Address: 38122 Henry Drive Dear Mr. Burgess, � The above referenced permit is due to ex ire today. Sprint has put the job on hold and should be releasing it within the 90 days allowed for the extension. Could you please extend both the buildin and electrical permits and I will forward the fee due? Thank you for your consideration. Sincerely, � � l�b L� �k��'d�� , %�� j Z�2�l �,- 1 ' Kathy Rey � �� P Permit Coordinator Goff Communications, Inc. �� ,Z �� r CORPORATE OFFICE: 6711 26th Court East• Sarasota, FL 34243 (941)955-7106 Office • (941)308-3103 Fax POWER OF ATTORNEY A D AUTHORIZATION TO DRAW CONSTRU TION PERMITS , August 25, 2014 From: Goff Communications 6711 26th Court East Sarasota, FL 34243 To: Zephyrhills Building Department 5335 8th Street Zephyrhills, FL 33542 I, James E. Goff, the holder of contractor lic nse number CGC058267, hereby name, � constitute, and appoint Dennis Burg,my atto ey-in-fact for the purpose of picking up permits in my name for the following two jo s only. Job TA70XC110 with the address of 38122 Henry Drive and job TA33XC047 wit the address of 38522 A Avenue. I hereby represent and warrant to the City of Zephyrh lls Building Department that all work will be performed under my supervision, and that I shall be fully responsible for the proper performance of said work. igna e Contractor STATE OF FLORIDA COUNTY OF MANATEE Subscribed and sworn before me thi��5' ay of��, 20�� . � � � Notary lic Seal: ��p�eGr Notary Puhiic State of Flaida � Kathy Y Rey w� . �` My Commission FF 040287 ��'OF A04 E%Qi(eS 0712812�17 � r i _ . . � SIH IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII szesas/ra�oxciio 2014140865 III III�I�IIII IIIII IIII IIII Pertnil No. Parc I ID No 02-26-21-0080-OOA00-0070 NOTICE OF COMM NCEMENT State o1 Florida Cou of Pasw ,�N A THE UNDERSIGNED hereby gives notice that fmprovement will be made to cert In real propeAy,end in aeeardance with Chapter 713,Florida Stalules, �� the foilow(np iniormation is proNded in this Notice of Commencement• W B rt 1 pescAp�tior�pf Prop erty parcel Identifi Iion No.n'SON SUB PB 4 P 109 POR TR A DESC AS COM NE COR OF S 1/2 OF SW 1/4 TH 588DG �� SOMIN 15'W 1796.6 Ff TH 5 19.1�Ff SVeetAadress: 38122Hen Drive 2e h rhills FL33542 A�pNj 7� (A 2. General DescrfpUon of lmprovement Sprint to add 3 antennas,3 Re te Radio Units(RRU's)end hybrid fibcr cables • � G'f N '7 N 3. Owner IrRortfia4on ar Lessee infortnatlon lf the Lessee contraded tor e improvement: � �� .. . lp CCTMO LLC Crown Castle for 5 rint a . n . m.. Name 4511 N.Himes Avenue,Suite 210 Tampa FL �� Address Ciry Stete � Interest tn Property: Leasehold K m m Name of Fee Simpla Titleholder. � pt difterent from Oumer listed above sC�?5/3 FL ; 5335 8th Street 2ephyrhtlis Address City Sfele � 4. ConVactor. GoffCommunications Inc. � 671 I 26i�e�o rt Eest Sarasote FL Address Ciry Stete ConVactofs Telephone No.. SI3-342-3852 5. Surary� N A Name m� �O D Address Ciry Stale �� Amaunt of Bond: $ Telephone No.. �w D \ � 6. Lender. N/A �r+o Name -0'z //� m Address Ciry State �,/�r Lenders Telephone No.. �W 7 7, Persons within the State of Florida deslgnated by Ihe ovmer upo whom notices or olher dowmenls may be served as provided by Wy° Sedion 713.13(1)(a)(7),Floride Stalutes: �3 D NA � Name ��° � � Address C(ly State �� Tetephane Number of Designated Perso�: •y�r w 8. In addition lo himself,the ovmer deslgnetes N A of �� o lo receive a capy ol fhe Lienars Nolice as provided in Section 713.13(7)(b).Florida Statules. N � Telephane Number af Person or Entity Designatetl by Owner. � o r 9. E�iraUon dale of Notice of Cammencement(Ihe e�iration date m not be before the complellon af constnution and final payment to the m a conlredor,bul will be one year hom the date of recording unless a d' erenl date is specitied): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNE AFfER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTE 713, PART 1. SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERN. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRS INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATfORNEY BEFORE COMMENCIN WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalry of perjury,I dedare that I have read lhe foregoing noti of commencement and thal the facts stated the�ein are We lo Ihe besl of my knoxiedge and bal�af. STATE OF FLORIDA COUNTY OF PASCO S' Owner or Lessee,ar Owners or Lessee's AuUwrized Otlicer IredodPaMer/Manaper Ignata 'itle/0fflce T e foregoing i niment was acknowledged betore me this 27 day of Aug st ,yp�q,by Ke Vi n t�e P�`'e /' (type of authority,e.g.,oKcer,Wslee,ariomey in fad)far Crown Castle (neme of parry on nehalf of vA m'nstrume was executed). �-- Parsonally Knovm�QR,Produced IdentfficaUan❑ Nolary ignaWre K3C•-�� 1 Type ot Ident�wtion Produced 5�� Name( rinq ��Z V • �' '�tt.'�'�'!�4+ ��W . � * * MY COMMISSION t FF 026196 ,� � EXPIRES:Octaber 11,2017 '�oFn.op`O 9ondedThruBudge►NofaryServices wpdatelbcs/noGCecommencement�c053048 - � ��DIC/,� �TAT�@��,��A, COUNTY OF PASCO '� e c�� THIS IS Tp CERTfFY THAT TH�FOREGOING IS A �G TRUE AND CORRECT COPY OF THE DOCUMENT � � ' � � ON FILE OR OF PUBLIC RECORD IN THIS OFFICE � ' r�t'�o;� WITNESS NY HAND AND OFFICIAL SEAL THIS ` �e�� :...�.,: .• � PAULA S O'NEIL, �E 2�� _ • & COMPTROLLER af'"'` I,��t� � � BY�, ° � �;�. � DEPUTY CLERK "�FFLOR��' o�� , ,.�.� �� , �.. �. ��. R � � - ; ; � �zty of Zeph rhills � BUILDIN�PLAN REVI W COMMENTS � � � �� . Cj��,^ Y C`� ��Cr� � Contractor/Homeowner: � �1`� T1�'�" � Date Received: � �''[ Site: ��7 t �� . c,V/L- Permit Type: �� 1-��.�,.�s �.,� ��'��.�� , � � Appraved wlna concunents: Approved w/the below ca ents: ❑ Der�ied wlthe below comuments: ❑ � � � � . � This comment sheet shall be kept with the permit andlor pl s. /�'J� ..��C.rc.ri.��,ti, �� g �� Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner (Required when comrraents are present) C'r-�wn �.S'�v�,�„� r7:s� �. ;; •= 813-780-0020 City of Zephyrhills ermit Application Fax-813-780-0021 826548/TA70XC110 Building De artment Date Received r � J � Phone Contact for Pe itting 813 342 _ 3 8 5 2 1 1 1 1 1 1 1 1 1 1 1 1 Owner's Name CCTMO LLC(Crown Castle) Owner Phone Number 813-3 4 2-3 8 5 2 Owner's Address 4511 N.Himes Avenue,Suite 210,Tampa,FL 33614 Owner Phone Number Fee Simple Titleholder Name City of Zephyrhills Owner Phone Number Fee Simple Titleholder Address 5335 8th Street,Zephyrhills, FL 3354 -4312 JOB ADDRESS 38122 Henry Drive,Zephyrhills, FL 33542 LOT# � SUBDIVISION Tyson PARCEL ID# 02-26-21-0080-OOA00-0070 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT X SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM X OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME STEEL Q Sprint to add(3)antennas,(3)RRU's,and low voltage hybrid fiber cable to existing tower DESCRIPTION OF WORK BUILDING SIZE SQ FOOTAGE� HEIGHT �BUILDING $��'� �p VALUATION OF T TAL CONSTRUCTION QELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C. �PLUMBING $ � �MECHANICAL $ VALUATION OF M CHANICAL INSTALLATION � S� � QGAS Q ROOFING Q SPECIALT`( OTHER FINISHED FLOOR ELEVATIONS FLOOD ZON AREA QYES NO . . . . . . . . . . . ._. . . . . ` �off Communications/James E. Go f BUILDER MP�Y SIGNATURE REGISTER D Y/ N FEE CURRE� Y/N Address 671 26 Co East.Saras 34243 License# CGC 0 5 8 2 6 7 ELECTRICIAN �ry� � � OMPA Y �off Communications/Douglas -L .S ith SIGNATURE �/�"" �(/`'�h� REGISTER D Y/ N FEE CURRE� Y/N Address 6711 26th Court E. Sarasota, F. 34243 License# EC13004137 PLUMBER COMPA Y SIGNATURE REGISTER D Y/ N FEE CURRE� Y/N Address License# MECHANICAL COMPA Y SIGNATURE REGISTER D Y/ N FEE CURRE� Y/N Address License# OTHER COMPA Y SIGNATURE REGISTER D Y/ N FEE CURRE� Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIY11111 -- RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of En rgy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Require onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivi ions/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety age;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Require onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. *'*'PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades ver$7500) ** Agent(for the contractor)or Power of Attorney(for the owner)would be som one with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoU urvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW �� , I �I i r f _ � 826548 NOTICE OF DEED RESTRICTIONS: The undersigned under tands that this permit may be subject to"deed" restrictions" which may be more restrictive than County regulations. The ndersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RE PONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be lic nsed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owne and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are un ertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County uilding Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for whic they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly I censed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RES URCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fee may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, s specified in Pasco County Ordinance number 89-07 and , 90-07, as amended The undersigned also understands, tha such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impa Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit iss ance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in ac ordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statute , as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a c py of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agr culture and Consumer Affairs. If the applicant is someone other than the"owner', I certify that I have obtained a copy of he above described document and promise in good faith to deliver it to the"owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all th information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installatio as indicated I certify that no work or installation has commenced prior to issuance of a permit and that all work ill be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, a d land development regulations in the jurisdiction. I also certify that I understand that the regulations of other govern ent agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in c mpliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypres Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management Distri t-Wells, Cypress Bayheads, Wetland Areas, Altering Watercou rses. - Army Corps of Engineers-Seawalls, Docks, Navig ble Waterways. - Department of Health & Rehabilitative Services Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos a atement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of II: - Use of fill is not allowed in Flood Zone"V" unless xpressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone " " in connection with a permitted building using stem wall construction, I certify that fill will be used only to fil the area within the stem wall. - If fill material is to be used in any area, I cert fy that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely aff ct adjacent properties, the owner may be cited for violating the conditions of the building permit issued und r the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drai age plan is required If I am the AGENT FOR THE OWNER, I promise in good fait to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed ith the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issu nce of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violati ns of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced wi hin six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6) onths after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a eriod not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety ( 0) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPER Y. IF YOU INTEND TO OBTAIN FINANCING, CONSULT ' WITH YOUR LENDER OR AN ATTORNEY BEFORE RECO DING YOUR PI�TI E OF CQi01 C E FLORIDA JURAT(F.S. 1 .03) OWNER OR AGENT CON RACTOR �Sub crib and sworn or affirmed)before rr�e this Subs ibe and worn to affir ed)be ore e t i by ✓Ll�1 ��Gi�C�i / by e _' Who is/are personally known to me or has/have produced o i� pers' na no n to me or has/ha� p duced � as identification. as identification. Y�i/1�/tiVlJ%1 �'`�� '��Notary Public �"`�! ' L Notary Public Commission No. �'F �2��G2. Comm ssion No. � o? � � �� P � �' � of Florida Name of Notary typed,printed or stamped Name f Notary typed,prin ed or stampe ;a14�PLBG. Kafhy y Rey �``�::"'� DONNA R MOORE � a MyCommissionFF0ao2a7 �+, •<<,,, '�i�.oF ho`�° Expir°s 0712812017 _*��_ Commission N FF 123162 :., ot; My Commission Expires ��!��orF�o�'�•�` MOY �4� 2018 �qn�uN�` - � � � � � . � . �h t .)t , - .....- _ . • ! { _ ' � � LIMITED POWER OF ATTORNEY November 0, 2012 KNOW ALL PERSONS BY THESE P SENTS THAT each of T-Mobile USA Tower LLC, T-Mobile West Tower LLC, Suncom Wirel ss Operating Company, L.L.C., Cook InletlVS I GSM IV PCS Holdings, LLC, T-Mobile Central LC, T-Mobile South LLC, Powertel/Memphis, Inc., Voicestream Pittsburgh, L.P., T-Mobile est LLC, T-Mobile Northeast LLC, Wireless Alliance, LLC and Suncom Wireless Property C mpany, L.L.C. (collectively, the "Companies" and each, a"CompanX"), does hereby grant CCT O LLC, a Delaware limited liability company ("Tower Operator"), this Limited Power of A orney and does hereby make, constitute and appoint Tower Operator, acting through any of it designated officers and agents, as its true and lawful attorney-in-fact, for it and in its name,plac and stead,to review, negotiate and execute: ' • any waiver, amendment, extension or re ewal of any Ground Lease, any new Ground Lease that is successive in time, and c nsistent in respect of leased premises, to a previously existing Ground Lease, or an adjacent lease, non-disturbance agreement or any other document relating to any Groun Lease; • any waiver, amendment, extension or re ewal of any Collocation Agreement, any new site supplement or site sublease or any other document relating to any Collocation Agreement; or • any other document contemplated and ermitted by the Master Prepaid Lease or the Management Agreement or necessary to ive effect to the intent of the Master Prepaid Lease or the Management Agreement o the transactions contemplated by the Master Prepaid Lease, the Management Agreeme t or the other Transaction Documents referred to in the Master Prepaid Lease. For purposes of this Limited Power of ttorney, the following capitalized terms shall have the following meanings: "Collocation A�reement" shall mean an a reement, including master leases, between any Company or Tower Operator, on the o hand, and a third party, on the other hand, pursuant to which such Company or To er Operator, as applicable, rents or licenses to such third party space at any wireless communications site (including space on a communications tower), including al amendments, modifications, supplements, assignments, guaranties, side letters and o her documents related thereto. "Ground Lease" shall mean the groun lease, sublease, easement, license or other agreement or document pursuant to hich any Company holds a leasehold or subleasehold interest, leasehold or suble sehold estate, easement, license, sublicense or other interest in any wireless communic tions site, together with any extensions of the term thereof(whether by exercise of any r ght or option contained therein or by execution of a new ground lease or other instru ent providing for the use of such wireless communications site), and including 11 amendments, modifications, supplements, assignments, guarantees, side letters and o her documents related thereto. [[3377830]] , "Management Agreement" shall mean the Management Agreement dated as of November 30, 2012, among Tower Oper tor, the Companies party thereto and the other parties thereto. "Master Prepaid Lease" shall mean the aster Prepaid Lease dated as of November 30, 2012, among the Companies party thereto, T-Mobile USA, Inc., Tower Operator and the other parties thereto. Tower Operator hereby agrees to use this Limit d Power of Attorney in accordance with and subject to the terms and conditions of the Master repaid Lease and the Management Agreement, and acknowledges that this Limited Power f Attorney only applies to those wireless communications sites subject to such agreements. This Limited Power of Attorney may not be used by Tower Operator to execute on behalf of any Company any of the following: • any document that provides for the acquisition of a fee simple interest in real property or the purchase of assets by Tower Operat r in the name of such Company or any of its affiliates; • any document that provides for the incurr nce of indebtedness for borrowed money in the name of such Company or any of its affili tes; • any doc.ument that is between or among ower Operator or any of its affiliates, on the one hand, and such Company or any of its affiliates, on the other hand; • any document that waives, terminates, amends or exercises (or purports to waive, terminate, amend or exercise) any right e pressly granted to and reserved for the benefit of such Company or any of its affilia es under the Master Prepaid Lease and the Transaction Documents referred to in the aster Prepaid Lease; or • any document that settles or compromise any dispute and the settlement or compromise thereof involves an admission of any vi lation of law or admission of wrongdoing by such Company or any of its affiliates. [Signature Pa e Follows] [[3377830]] , IN W[TNESS WHER�OF,each Cocnpany has caused its name to be subscribed hereto 6y its duly authorized o�cer this 3 0 day�of Novernher,2 12. T-MOB1L USA TOWER LLC, By: ��_` N e: David A. Miller Tit) : EVP & General Counsel T-MOBILE WEST TOWf:R LLC, By: /��r.�.�- IVam : David A. Miller Title EVP & General Counsel T-MOBILE ROUND LEASE ADDITIONAL PARTIES: SUNCOIVI _RELESS OPERATING COMPANY,L.L:C. COOK INL T/VS GSM IV PC5 HOLDINGS, LLC T-MOBILE NTRAL LLC T=MOBILE OUTH LLC POVI/ERTE /IVIEMPHIS,iNC. VOICEST AM PITTSBURGH,L.P. T-MOBILE EST LLC T=MQBILF. ,ORTHEAST LLC WIRELESS� LLIANCE,LLC SUNCOM IREL 'SS PROPERTY COMPANY,L.L.0 By: Nam : David A. Miller Titl : EVP & General Counsel [Signature Page to Limited Power of Attorney] ! Accepted and agreed as of the date first above written: CCTMO LLC, by ame:E.Blake Hawk Title: Executive Vice President and General Counsel [Signature Page to Limited Power of Attorney] [[3377830]] i �F. . OR BK 4...0�9 P8 1232 . . . � '" ' ---� 5 of 7 SITE ID: A-2-G082-G SITE NAME:City of Zephyrhills �-� AMENDMENT N0. 1 TO ITE ACREEMENT FOR LAND This Amendment No.1 To Site Agreement F r Land (°Amendment") is entered into as of the date last signed by all parties hereto, and modifies and amen s that Site Agreement for La�d dated November 24, 1997 and fui{y-executed on 12/10/97 ("Site Ag�eemenY'), b and between the City of Zephyrhills ("Owne�'j, and APT Tampa/0�lando, I�c.,a Delaware corporation('APT"). NOW� THEREFORE, in consideration of the utual covenants contained herein and for othe�good and valuable consideration,the receipt and sufficiency of ich is hereby acknowledged and ag�eed,the parties hereto � agree as follows: ' . i. Exhibit B to the Site Agreement is her by amended and restated as follows: The attached E�chibit B(pages 1 and )shall now replace the existing Exhibit B. Except as expressly set forth above, ali provi ians of the Site Agreement remain unchanged and in full force and effect. ln case of any inconsistencies etween the terms and conditions contained in the Site Ag�eeme�t and the tem-,s and co�ditions contained e�ein, the tenns and conditions herein shall control, and unless othen,vise defined herein, have the same meani g as in the Site Agreement. ' IN WITNESS WHEREOF, each of the pacties have executed this Amendment as of the date below their respective signatures. O NER � s: Clty of Zephyrhills . By: _ Print Name: .�-G � Print Name:C.'��tst ;�� Print Title: �_o�vc'« �Pz.�-s,ik-�-r 2_�� ti � `� Date: _ ,�-i s-49 Print Name:�e�,8/E �lJ��L�.��_ _ � A Attesf; � c�..e�,�. �CT.� Prirrt Name: L�unt► t�. _ � Print TIt1e: L'r r,r C c�zx Date: �-rs-94 APT Witnesses• APT Tam rlando, lnc., 1. , By: Print Name: ��G�-+�— Print Name: � r �� L�K ' 2, C. Print Title: �r'ul�w'{ Cs.s��r^� y (�w.f...: o^ Print name: wbC.�btAS C_ CzLov� _ Date: �!�/��f� Z� ��s �� 5�5 �'''�-• � 1:1 rou s\ n ' T i e A uistia 1Le a11FINAL TEMPLATEWmendment No.1_doc g p E gineeringWetwork Operat�onsWl A Oper�S t cq 9 �.t,ph�21-;�lls,�-1 • 3�y0 T � . '.� . ' , ' OR Bl�449'3 P6 1�33 Site No.A-2-G-082-�i ` Site Name:City of Zephyr Hills 6 of 7 ' � REVIS D EXFIIBIT"I3" ' age 1 of 2 � ! ._,,,___._.__._._._._ -•-�-•- � � l �: i=�N°�rN 1 �� .r . .! /�NRY 0(�'E �atY MhE� � �ASPII4Lf MIE�EMf Q\ _•�F � i F � K rr r iaoNl . � ��q 1sf� K� •r �axY�l ,/q-�-s3r7RN' ��NiL `� � t�� KK �' ' Vww/��M�•�V A%�/�� MIY. �r\r fLd � � Nl�f(ML KY � a ��7r� �« .' •.vo 1 *�� i�r�iz�� «��r.r � � v i ,�G� � `� � O t �` �f i Q Q` z � i �' �f` L � � ~ �� i �,� Y 1 �� 1 � � 1 �� M'wv' � �� +.'� � j r�rWrY tLY � � 8 i _ ..,r�.,� - � � �. �`� ; , c _ �z t• i/:�:�,' .e., � ..,.-- �� ::y. }{� . � f V ; «�• � ��I�wl.r� �O s i� �'��pi..pa�mc+ .a.�.. * .. � �-i �++�rcunoa � .r.. � i:� ..wr�a? ......... • J ! . .�.�..M� � f Icso'�S'• �� ` r..�..w �� t er�sbr� �nid'lb Seclion . 1'uvmshiP 26 Sauth. Rarege 2! Eas� �� 1 iN!" ( I Jx , - • - ' ' �- � . OR 8K 4099 P6 1234 7af7 REVISED EX IBIT "B" ' Page 2 of 2 LEGAL DESCRlPTION OF PROPERTI! PROJECT ARFA A PARCE� OF LAND L.YING IN '('HE SOUT 1/2 OF THE: SOUTHWEST 1/4 OF SECTION 2. TOWNSHIP 26 SOUTH, RANGE 21 FAS , PASCO COUN7Y, FLORf�A. ALSO BEING A PORTION Of TYSON SUBDMSION. ACC RDING TO THE MAP OR !'LAT AS • RECOROED IN PIAT BOOK 4, PAGE 109� OF THE PUBLIC RECOROS OF PASCO COUNTY. FLORIOA; SAI� PARCEL OF LANO BEING ORE PARTICULARLY DESCRIBED AS FOLLOWS; FOR A POINT OF REFERENCE. COMMENC AT THE NORTHEA.ST CORN£R OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTI N 2, TOWt�SH(P 26 SOUTH. RANGE 21 EAST, PASCO COUN7Y. FLORIOA; THENCE S.88' 0�15"W.. ALONG .THE NORTH UNE OF SAID SOUTH 1/2 OF THE SOUTHWEST i/4 0 SAlD SECTION �2. A DISTaNCE OF 1796.6 FEET; THENCE S.00'00'00"E., A DISTANC OF 19.1 FEE7' TO A POINT WH(CH LIES ALONG SAID SOUTH RlGHT—.OF—WAY LINE; THENCE S.89'18'10"W., ALONG SAID� SOUTH RIGHT—OF—WAY UNE. 103.74 FEET TO A POINT OF BEGINN(NG;-THENCE S.01'44'49"W., 80,i FEET; THENCE S.53'4�'42"W.. 21.6 FEET; THENCE N.88'i 5'11"W.. 76.3 FEET; THENCE N.00'00'44"W., 89.3 FEET TO A POINT AI.ONG SAIO SOUTH RIGHT—OF'—WAY LlNE; THENCE N.89'18�10"E.� ALONG SAID SO H RIGHT—OF—WAY LINE, 96.2 FEET TO THE POINT OF BEGINNIN6. SA10 PROJECT AREA CONTAINING 8539 S UARE FEET, MORE OR LESS. TOGETHER WITH A NON—EXCLUSNE UTI EASEMENT LYING SEVEN AND ONE—HALF FEET TO THE RIGHT ANQ SEVEN ONE—Fi F FEET TO THE LEFT OF A CENTERLINE BEING MORE PARTICULARLY DESCRIBEO FOLLOWS; FOR A POINT OF REfERENCE, COMMENC AT THE NORTHEAST CORNER OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTI N 2� TOWNSHIP 26 SOUTH. RANGE 21 EAST, PASCO COUNTI(. fLORIOA; THENCE S.88' 0'15'�N.� ALONG THE NORTH LINE OF SAID SOUTH 1/2 OF THE SOUTHWEST 1/4 O SAID SECTION 2, A OISTANCE OF 179 6.6 FEET; THENC£ S.00'00'00"E.. A OIS7ANC Of 19.1 FEET TO A POINT WHICH LIES ALONG SAIO SOUTH RIGHT—OF—WAY LINE THENCE S.89'18'10"W.. ALONG SAIO SOUTH RIGHT—OF—WAY LINE, 103.74 FEET; TNE CE S.01'44'49"W.. 80.1 FEET; THENCE THENCE S.53'43�42"W.. 21.6 FEET; THEN E N.88'15'11"W.. 25.6 FEEf TO A POINT OF BEGINNING; THENCE S.39'S8'06"W., 5 .35 FEET 70 THE POINT OF TERMINATION. THE SIOELINES OF EASEMENT TO 8E SH RTENED OR PROLONGED TO MEEf AT ANGLE POINTS AND/OR BOUNDARY LINES. SAIO UTILITY EASEMENT CONTAINS 785 S UARE FEET, MORE OR LESS. � ._. � � . � . . �0�,2� T,r,P. • • • --• .� AGREE NT � 'This Agreement("Agreement")is entend in by and between The CITY OF ZEPHYRHILLS,a municipality of the State of Florida,whose address is S 35 Eighth Street,Zephryhills,FL 33540-4312 (the "Owne� and APT Tampa/Orlando, inc., its succ and assi�s ("APT'"). providing for the granting and leasing of cer�in property interests on the follow' terms and conditions: 1. APT shall have �e right to utiliu on the Owaer's property located at T. Zephyrhills, Florida in the Cotmty of Pasco, and more particularly d 'bed on Exlubit"A" attached hereto ("Owner's Property'7 together with a non-exclusive right f access to Owner's Property as well as Owner's consent and pecmission for APT to connect suc electricity,telephone and other utilides as may be ne�essery for the purpose of testing a temporary mmunications facility(the"Temporary Facility"). Such Temporary Facility shall be described on bit"B"attached hereto. 2. This Agreement shall commence on the esrli of thirty (30) days following execution of this Agrecment by both patties or the day APT be ' operation of the Temporary Facility on Owner's Property ("Commencement Datd� and shall co ' ue month to month thereafter until such time as Owner constructs a permanent tower on the Own 's Property. 6� r(d'� TO �,c�(�� (oM0 S, 3. Owaer and APT agroe that Owner and APT in the process of negotiating a pennanent Site � Agc+eement for the lease of certain property 1 at 6217 8th Street, Zephyrhills, Florida for the pwpose of installiag,removing,mamtaining end lec�ating a communications faciliry,including a 197 foot self supporting tower. Upon execution o a permanent Site Agreement and complerion of construction of the wwer,this Agceement shall ' ate and the nlationship shall be governed by the permanent Site Agr�eement. 4. APT shall pay Owner the sum of per month, plus applicable sales tax,for the rights enumerated in ' Agrament Such sum shall be payable monthly, in advance,beginning on the Commencement and on the first day of each month thereaftar. If the Commencement Date is on a day other th the Srst day of the month, then such sum shall be prorated for the remainder of said month. 5. The following covenants and egreements are co 'tions of this Agreement and are acl�owledged and ageed to by APT and Owner. A. APT agrces to repair at its sole cost and e nse any damage to Owner's Property caused by APT in connection with the location, operati maintenance of, and reraoval of the Temporary Facility, promptly but in no event later th thirty (30) days after receipt of written notice of damage by Owner. B. Owner reserves the right and privilege to Owner's Property affected by this Agreement for noimel purposes provided such use will n t interfere with the use or occupation of Owner's Property by APT or APT's operations ereon� and provided also that except in cases of emcrgency Owner shall not have access to e Temporary Facility anless accompanied by APT personnel. C. Owner agrees to cooperate with APT in its efforts to connect the Temporary Facility to electric, telephone, or other necessary utility servi at APT's sole cost and expeuse. Payment for said services to the Temporary Facility shall be 's sole responsibility. i ` ,. ' , • • � � � ' D. 'il�is Agreement may be signed in counterparts by the parties hereto. E. RADON GAS:Radon is a natu�ally occucrin radioactive gas that,whcn is has accumulated in a ' building in sufficient quantities,may preseat ealth risks w persons who are exposed to it over time. Levels of radon that exceed federal ao state guidelines have been found in buildings in Florida. Additional information regard'mg rad n testing may be obtained from your county public health authority. F. APT shall pay all petsonal property taxes ass agaiast the APT Facilities and ad valoc+em taxes assessed against the Project Site,commencing' calendar year 1998 and continuiag thereafter for the Initial Term of the Lease and any reaewals enof. 6. UTILITIES. Payment for electric service aad for te ephaae or other communication services to the APT Facilities shall be APTs responsbility. Owner to cooperate with APT in its efforts w connect the APT Facilities to existing utility service at APTs . IN WITNESS Wf�REOF,th�parties hereto ind themselves to this Agc+eement on the date and year sbove last vvritten below. Owner Witnesses: City of ZephyrhiW �. �'��. �- "-' , Print N e: S'�U F l��nQ BY: � N e:Alan B 2. "` Title:City Co il President tN e: �� /�jryl�/�iLvr�M►�N . Att� �. • Address of er. Print Name: inda�oan Print Tide:City Cleri� 5335 Eighth Street [Corporate Seal] Zephyrhills,FL 33540 Date: -�- -�i Telephone No.: Facsimile No: Federal ID No.: � ` , . ' ' � V APT Wf es: APT Tampa/Orlando,Inc. ' 1. Print N �,,�n'S BY� Name:Ton cDowell 2. � Tide:Director of Engin�ering and Print Name: }�m Operations and Authorized Agent for '�'' APT Tampa/Orlando,Inc. STATE OF FLO A COUNTY OF� The foregoin Agroement was aclrnowl ged fore me on the��day of 1997 by �• �A as �e� of The City of Zephyrhills,a municipality of the State of Florida.Hel�e is personally laiown to rae r has produced as identification. _ commission exp' s: . •��`�"' S- � Notary hlic-State of Florida �� I�DI1D.BOIW � Commission Number: L� CS�a�{s�o 1� [Stal] ;r,, : MY Co111�1��oi0 gp�f0�1111111af MMI�AIM��' STATE OF FLO COUNTY OF Ir1 The foregoing Agceement was acla�owledged before me on the�day of 1997 by Tony McDowell, as Director of Enginecrin and Operations and Authorized gent of AP'T Tampa/Orlando, Inc., a Delaware corporation. H is onelly known to me or has produced as idenNfication. My commission expires: No Pu lic-State of Florida Comm� ' n Number: [Seal] �� My comm 5�nsl2oot aomea er x� ,No.('��4 s�o � f)0!l�er I.D. �a Y ' . • � 'J � �� SITE ID: A-2-G-082-G ' ' SITE NAME: City of Zephyrhills SITE AGREEME T FOR LAND This Site Agreement For Land ("AgreemenY')ent red into as of thea`��ay of v�trr�,*-Gw , 1997, by and beiween CITY OF ZEPHYRHILLS,a municipality of State of Florida,whose address is 5335 Eighth Street, Zephryhills, FL 33540-4312 ("Owne�') and APT Tampal rlando, Inc., a Delaware corporation, whose address is 8410 W. Bryn Mawr, Suite 1100, Chicago, IL 60631-3486("APT'), provides for the granting and leasing of certain property interests on the following terms: For good and valuable consideration, the �eceip and sufficiency of which is hereby acknowledged and agreed,the parties hereto agree as follows: ' 1. PROPERTY. The property interests hereby lea d and granted by Owner (individually and coilectively, the"Project Site")shall include the following: [X] Real property comprised of approximatel 2,500 square feet cf land("Premises'); [X] Non-exclusive easements required to na , maintain and operate utility lines and cables on and to the Premises; and [X) Non-exclusive easement across Owners Property (hereinafter defined) for access, ingress and egress to the Premises • IN OR UPON THE Owners reai property("the O ners Property"), located at 6217 8�'Street, Zephryhills, FL 33540, in the County of Pasco, and legally described n Exhibit"A"attached hereto,which OwnePs Property is subject to APTs interest in the Project Site as set forth in this Agreement. The Project Site is depicted and legally descri�ed on said Exhibit "B", attached hereto. All im rovements made to the Project Site pursuant to this Agreecnent shall be known hereafter as the"APT Facilitie ". 2. TERM. The term of this Agreement shall be five (5) and a fraction years, with the first year commencing on the date APT begins construction of the APT Facilities "Commencement Date")and terminating on the 31'�day of December following the fifth annual annive�sary of the Commencement Date (the "Initial Term"), unless othen�vise teRninated as provided in Paragraph 9. APT hall have the right to extend the tertn of this Agreement for four(4)successive five(5)year periods(the"Renew I Terms") on the same terms-and conditions as set forth herein. This Agreement shall automatically be extended r each successhre Renewal Term on such same terms and condi6ons, unless APT notifies Owner in writing of intention not to renew�prior to commencement of the succeeding Renewal Term. 3. RENT. A. For the Initial Term, APT shall pay to ner annual rent in the amount o ("RenY') in quarterly paym nts of on the first day of January, April, July and.October, toget er with any applicable sates tax. If the obligation to pay Rent commences or ends on a day other than the first d of the quarter, then Rent shall be prorated on the basis of a ninety(90)day quarter and shall be delivered within 0 business days from the Commencement Date. B. For any Renewal Term, APT shall pay ent in the amount of Rent to be paid during the previous term(whether the fnitial Term or a Renewal Term), incre sed by an amount equal to a percentage of the Rent to be paid during such previous term, which percentage in rease shall be computed and established for the entire cunent Renewal Tenn at the beginning of each such R newal Term by multiplyjng the number of years in the previous term(whether the Initial Term or Renewal TeRn times C. Rent shall be paid electronically via el ctronic wire transfer, direct deposit or other paperless means into a bank account to be designated by Owne�. Owne� may from time to time, designate another bank account for the deposit of Rent provided the request is made in writing and received by APT at least sixty (60) days in advance of any Rent payment date. � R:U.ega1�MAIL MERGE DOCUMENTS�Basic Package Docu ents�IvfM_Conditional SA Land Revl 042397.doc 1 11/19 ` '� ".__..w_ _...._.�..,_._..- . . � �. • � . � , •� ..... �� ' ' SITE I D: A-2-G-082-G ' SITE NAME:City of Zephyrhiils � ' 4' USE The Project Site may bE; used for the pu ose of installing, removing, replacing, maintaining a�d operatin� a communica�ons facilityr, including but not li ited to, a 197 foot self suppordng tower, generally in, unde�, o� and above the Project Site as shown on Exh bit "B", subject to such modifications and alterations as required by APT (�rollectively, the "C•omrtiunications Fa 'lity", which Commu�ications Faciliiy, without limitation, shall consdtute a portion of the APT Facilities), provided at APT shall not be�equired to occupy the Projeat Site. Owner shall provide APT with twenty-four(24)hou�, sev n(7)day a week,year-around access to the Project Site. APT shall pay all personal property taxes assessed ag inst the APT Faal'�ties and ad valorem taxes assessed agai�st the Project Site, cammencing in calendar year 998 and continuing ther+eafter for the Inidal Term of the � Lease and any renewals thereof. Owne� shall amely ay ail reat property taxes and assessments against the Owners Propeity, but not the i'roject Site. APT shail not allow any consfruction or materialmen's fiens to be placed on the Project Site or OwnePs Property as a resul of its work on the Project Site. APT, its agents and contractors, a�e he�eby g nted the �ght, at APTs sole cost and expense, to enter upon the Owners Property and oonduct such studies a APT deems necessary to determine the Project Site's suitability for APTs intended use. These studies may in lude suroeys, soil tests,environmental evaluations, radio wave p�opagation measurements, field strength tests and such other analyses and studies as APT deems necessary o� desirable. Owner shall cooperate with A T and execute all documents required to pertniE APTs intended use of tfie Project Site in compl'�ance with zonin , land use.building and any other applicable regutations, whether local, state or federat in nature. Owner hereb appoints APT as its agent and at�omey-in-hact for the limited purpose of making such tilings and taking such a 'ons as a�e necessary to obtain any desired zoning, land use approvals, building pennits and/or any other applica le permits and approvals. 5. UTILITIES. Payment for electric service and fo telephone or other communicaticn services to the APT Facilibes shall be APTs responsibil'ity. Owner agrees cooperate wifh APT in its efforts to connect the APT Facilities to exisbng udlity service at APTs expense. 6. REMOVAL OF APT FAClUT1ES. All personal property and trade fixtures of APT shall be removed by APT upon the tertnination of this Ag�eeme�t Within thi (30)days of the expiration or eartier termination of this Agreement, APT shall retum the P�oject Site to the con ition existing at the time of this AgreemenYs execution, reasonable wea�and tear and toss by casualty, condem ation and other causes beyond APTs control excepted. Notwithstanding the foregoing, upon expiration or earlier termina6on of this Agreement, APT shall not�be required to remove any foundation more than two(2)feet below g de level. 7. INSURANCE. APT shall maintain commercial eneral liability insuraace insuring APT against liability for bodily injury, death or damage to personal property a�s ng out of use of the Project Site by APT, with combined single fimits of Owner shall maintain oommerc.ial general liability insurance insuring Owner agai�st liabitity for bodity inju , death or damage to personal property arising out of its ow�ership, use and management of fhe Project Site an Owners Property by Owner and Owners agents, with combined single limits of . My policy �equired to be obtained by any party hereto pursuant to this Paragraph shall contain a waiver of subragadon in favor of the othe�pariy hereto, to the extent required under Paragraph 10, Indemnity. 8. CONDITlON OF PROPERTY. Owner�epresent that the Owners Property and all improvements thereto, are in compliance with all building, life/safety, and the� laws, ordinances, rules and regulafions of any governmental or quasi-govemment authority. 9. TERMINATION. This Agreement may be teRni ated by APT at any time, in its sole discretion, by givi�g written notice thereof to Owner not less than 30 days prior o the Commencement Date. Further,this Agreement may be terminated by AP'T immediately, at any 6me, upon gi ing written �otice to Owne�, if: (a) APT cannot obtain al{ govemmental certificates, permits, licenses or ott�er pprovals (collectively, "Approval") required and/or any easements required from any third par(y; or(b)any Appro al is canceled, terminated,expires or lapses; or(c)Owner fails to deliver any non�iisturbance agreement or subordin tion agreement required by APT;cr(d)Owner breaches a representation or warranty contained in fhis Agreeme�t; o {e) Owner fails to have proper ownership of the owners Property and/or the Project Site and/or authority to enter i to this Agreement; or(fl APT detennines that the Owners •R:�L,egaI�MAIL MERGE DOCUMENTS�Basic Packa�e Docu ents�NiM Conditional SA Land Revl 042397.doc � 2 11/21 i .: . . � . , �. -_.... _ � SITE ID: A-2-G-082-G � � SITE NAME:City of Zephyrhi{Is Property contains substances of the type descri in ' n 11 of this Agreement; or(g)APT detertnines that the Project Site is not appropriate for its operations for economi , environmentai or technological reasons, or(h) Ovmer fails to provide to APT complete and correct copies of any g nd lease or other dxument pursuant to which Owner holds title to the Owners Property. Such termination shall no constitute a waiver of APTs rights under Paragraph 15 of this Agreement 10. INDEMN/TI! Owner and APT each indemnify th other against, and hold the other harmless from any and ail costs (including reasonable attomey's fees and xpenses) and claims, actions, damages, obliga6ons, 1"�abil'fies and liens which arise out of(a) the breach of this Agreement by the indemn'ifying party; and (b) the use and/or ocxupancy of the Project Site, or the balance of th Owrners Property, by such indemnifying party. This indemnity shall nct apply to any claims, actions, dama es, obiigations, liabilities and liens arising from any negligent or intentional misconduct of the indemnified party nd shall survive the terminabon of this Agreement. 11. HAZARDOUS SUBSTANCES. Owner represen that Owner has no knowledge of any substance, chemical, or waste on the Owner's Property that is iden� as hazardous, toxic or dangerous in any applicable federal, state or local law, ordinance, rule or regulation ("Hazardous Substances'). Owner shall hold APT harmless from and indemnify APT against any damage, loss, expense, response costs, or {iability, including consultants' fees and any legal and court costs and atto eys' fees resulting from the presence of Hazardous Substances on, under or around the Owner's Property or sulting irom Hazardous Substances being generated, stored, disposed of, or transported to, on, under, or aro nd the Owners Property as long as the Hazardous Substances were not generated, stored, disposed of, r transported by APT or its employees, agents or oontractors.The terms of this paragraph shall survive the e piration or ea�lier tennination of this Agreement 12. CASUALTY/CONDEMNATION. If any portion of e Owners Property, Project S'ite or the APT FaGliaes is damaged by any casualty and such damage adve�sely a APTs use of the Project Site or the APT Facili�es,or if a condemning authority takes any portion of the Owners roperty and such taking adversely a�APTs use of the Project Site or the APT Facilities, this Agreement shall terminate as of the date of the casualt�r or the date on which title vests in the condemning authcrity,as the case y be if APT gives written notice of the same within thirty (30)days atter APT receives notice of such casually or tak ng. The parties shall be entitled to make claims in any condemnation proceeding for value of their respective inte ts in the Project Site(which for APT may include,where applicable, the value of the APT Facil'itiies, moving expens s, prepaid rent, and business dislocation and relocation damages). Sale of all or part of the Project Site to a purch ser with the power of eminent domain in the face of the exercise of the power shall be treated as a haking by conde nation. 13. WA11/ER OF OWNER'S LIEN. To the extent pe itted by law, Owner hereby waives any and all lien rights it has or may have, statutory or othervvise, concemi g the APT Facilities or any portion thereof which shall be deemed personal property for the purposes of this greement, regardless of whether or not the same is deemed real or personal property under applicable law. 14. QWET ENJOYMENT. APT, upon payment of the Rent, shall peaceably and quietly have, hold and enjoy the Project Site. If, as of the date of execution of this A reement or hereafter, there is any mortgage, or other encumbrance affecting Owners Property, then Owner ag ees to obtain from the holder of such encumbrance a Subordination, Non-Disturbance and Attomment Agreem nt pursuant to the terms of which APT shall not be disturbed in its possession, use and enjoyment of the P ject Site. Owner shall not cause or permit any use of Owners Property which interferes with or impairs the qu lity of the communication services being rendered by APT from the Project Site. Except in cases of emergency, Owner shall not have access to the Project Site unless accompanied by APT personnel. 15. DEFAL/LT. Except as expressly limited herein, wner and APT shall each have such remedies for the default of the other party hereto as may be provided at I w or equity following written notice of such default and failure to cure the same within thirty{30)business days. Upon default by Owner and upon written notice to Owne and subject to all applicable cure periods provided to Owner in this Agreement ( and if no such notice and cure pe�iod is provided, following thirty (30) days written R:�I,egalWiAIL MERGE DOCUMENTS�Basic Package Doc entsWlM_Conditional SA Land Revl 042397.doc 3 11/l9 ` . .. _ �, , . . ,� � _ , , SITE ID: A-2-G-082-G SITE NAME:City of Zephyrt�ilis ' notice to Owner and opportunity to cure), in addition to any ther rights and remedies available to APT at law or in equity,APT shall be entitled to cure said default and to set ff and offset any and all sums, costs, expenses, fees (including reasonable attomey's fees) and damages incu by APT in effecting such cure against Rent and any other sums due or thereafter coming due from APT to Owne under this Agreement 16. M/SCELLANEOUS. A Owner represents and warrants that Owner has full authority to enter into and sign this Agreement and has gocd and marketable title to the Owners Property. B. APT represents and warrants that it is d ly authorized to do business in Fiorida and that the undersigned signatory for APT is fully authorized by APT to e ber intio this Agreement on behalf of APT. � C. This Agreement supersedes a{I prior dis ussions, negotiations and agreements between the parties hereto and contains all agreements and unders ndings between the Owner and APT regarding the subject matter of this �qreement This Agreement may nly be amended by a writing signed by both parties. Exhibits"A"through"C"are hereby incorporated into this reement by reference. D. This Agreement may be signed in counterp rts by the parties hereto. E. The tertns and conditions of this Agree ent shall extend to and bind the heirs, personal representatives,successors and assigns of Owner and A . F. The prevailing parly in any action or p ing to enforce the terms of this Agreement shall be entitled to receive its reasonable attomeys' fees and other reasonable enforcement costs and expenses from the non-prevailing party. G. Simultaneously herewith or on or before e Commencement Date, Owner shall execute and acknowledge and deliver to APT for recording a memoran um of this Agreement("Memorandum") in the form of Exhibit "C". Owner hereby grants APT permission to nsert the effective date of this Agreement into the Memorandum after execution of the Memorandum. H. APT may assign this Agreement or suble the Project Site (in whole or in part) at any time and from time to time without Owners consen� No assign ent or subletting shall release APT from any of the obligations arising under this Agreement. , I. Notices shall be in writing and sent by Uni ed States Mail, postage prepaid, certified or registered with retum receipt requested or by any nationally-rec:ogn' ed overnight courier service to the address set forth beneath the signature of each party below. Any such noti shall be deemed given when deposited in the United States Mail or delivered to such courier service. J. This Agreement shall be construed in acco ance with the laws of the State of Florida. K. Each party agrees to fumish to the other, ithin ten (10)days after request, such truthful estoppel information as the other may reasonably request. L. Owner and APT each represent that they have not been represented by a real estate broker or other agent in this transaction. Each party shall indemni and hold the other party harmless from any claims for commission, fee or other payment by such broker or any ot er agent claiming to have represented a party herein. M. Tower shall be free of all material and m hanics liens. N. The parties hereto warrant and represent each to the other, that the matters of fact contained herein are true and accurate. R:U.ega1�MAIL MERGE DOCUMENTS�Basic Package Docum nts�MM Conditional SA Land Revl 042397.doc 4 11/19 ti. j � , , � �..- . , SITE ID: A-2-G-082-G SITE NAME: City�f Zephyrhilis O. RADON GAS: Radon is a naturaliy occu 'ng radioacti�e gas that, when it has accumulated in a bui{ding in sufficient quantities, may present health risks b persons whc are exposed to it o�er time. Levels of radon that exceed federal and stabe guidelines have be n found in buildings in Florida. Additional information regarding radon and radon testing may be obtained from y ur oaunty public health uni� P. APT has the �ight but not the obligation from dme to time to pay any taxes, judgments, liens, assessments and/or any other charges autstanding whic are levied upon Owner or the �wner's Property and which are or in the future could become Ilens upon the ner's Property, in whote or in any part(individuaily and collectively, `Liens"). In the event that APT satisfies or ys any such Liens, in whole or in part, APT shall have the right but no duly to set off and offset any and a11 amou ts so paid against Rent and any other sums payable or to become payable pursuant to the terms of this Agreeme ("Rent and Other Charges"). If APT elects to set off or offset the amounts paid by APT against Rent and er Char+ges, immediately upon demand, Owner shall reimburse APT for ali sums paid by APT which exceed uch Rent and Other Charges. in the event that APT elects not t� set otf or offset the amounts paid by AP against Rent and Other Charges, immediatety upon demand,Owner shaff reimburse APT for all amounts paid APT. APTs rights m satisty or pay liens(in whole or in part}and then to set off and of�set as described in this ubparagraph include the right of APT to pay and set off and offset any and ali attomey's fees incuRed by APT in nnection with making such payments and/or obtaining such full or partial satisiac�ons. Q. Calocatton As�reements. APT shalt permitted to enter into agreements wEth third pafies wherein such third parties are permitted to co-locabe on th Communications Facility(a`Co-iocation AgreemenC). The following shall apply with respect to any Co-location reement entered lnto by APT: 1. In the event that APT rmits a third a to co-locate on the Communications Facility, APT shall pay to Owner of alf amounis ccllected as rent�under the terms of such Co-location Agreement The e amounts shall be due and payable to Owner within twenty {20) days after such amoun are coltected by APT. Fai{ure to make any such payment to Owne�shall be considere a default under this qgreement and shall entitle Owner to the same rights as in the event of a efault in the payment of Rent. 2. No Co-loca�on Agreement signed by AP7 shall extend beyond the Term of this Agreement without the Owner's prior written nsent, which shall not be unreasonably withheld cr delayed. If APT elects to extend this Agreement for one or more Renewal Terms, then, no Calocation Agreement executed by PT shalE extend beyond such Tertn, as extended. In the event that APT temninates thls greement prior to the end of either such period as permitted under the terms of Paragra h 9,APT shall immediately assign any and all surviving Co-location Agreements to Owner, w ich assignment shall be effective as of the termination date of this Agreement R:V.ega11MAIL MERGE DOCUMENT'S1Basic Package Docum nts�MM Conditional SA Land Revl 042397.doc 5 11/19 ti' 1 �r . . , , SITE ID: A-2-G-082-G SITE NAME: City of Zephyfiilis IN WITNESS WHEREOF,the parties hereto bind th mselves to this Agreement on this �'��day of_ ��i�r 1997. OWNE Wltnesses: CITY OF ZEPHYRHILLS�a municipality of the Stats ot FI da ,. s�� By: � P�int � .T i h f Alan Bre ,CRy Council President � Social Security o: " rtnt N e- Q S !1/v.�/� Date: ��a`�'�� / !. � Attes . .� Print Name: S �w Lin a Boan, City Clertc Social Security No: 2 / rint Na : w��r3 • I'�"t 1v�i�D Date: �l-a +t��1� . Address ot Ovmer: 5335 Eighth Street Zephryhills, FL 33540�312 Telephone No.: ' Facsimlle No.: APT Wltneases: APT TAMPA/ORLANDO,lNC. 1. ' � gy. . Print Name: T R. McDowell -, lts: Director Engineering and Operations , 2. 1.�� C..�:.�. and Authorized Agent Print Name: '�9 ,��r,�oc,A� C. ��2 [Corporate Sealj Add►+eaa of APT: Real Estate Department Date: ��.�/ D . � � American Portable Telecom, Inc. PO Box 31793 Chicago, IL 60631-0793 Whh copy to: APT Tampa/O�lando, Inc. Real Estate Manager 5907-B Hampton Oaks Parkway Tampa, FL 33610 R:�I.ega11MAIL MERGE DOCUMENTS1Basic Package Dociun nts�NiM_Conditional SA Land Revl 042397.doc 6 i l/19 �. �' � . ", � � ' StTE!O: A 2-G-082-G � • SlTE NAME:City of Zephyfiills EXHIBff"A"TO SI AGREEMENT LEGAL DESCRtPTIC}N OF THE OWNEf?'S PROPFRTY: � � tAS R�ao) , QQYAIE�MfC AC 7kF I�iORiltM�7 tXRMFR 7lIE 50!!1N Jf2 GF!!�StkJ7tIW€5'� tf4 Of S'�IION,�, t��fSftP�B SOt11k�G 21 F71S1; Mf A1SC0 OO�IHiY, F1:OAl�4 ' JtUY N 8330'tS!: 66T.5!�f�itdilC NiORiti t�iE QF tl�f Sptln'�t if2 aif' 81E 90UMfYGSf I/4 1��f�. S�?fllf!25 f�ET ltlR Il POIHi Of' i 6 "� 5+1lD F�7AiT ttiMl"i AN itE' �T-O�IRY t�VE'CF iA71fRf'f�M1�; iiQrq�E 10fAY M 6�50"15 � 1�QD!�T 71'f t,�plJJi!!T�li'-4f-IMtY 1Y+�OF ftFlVR1�flf�V�, it�ly'�SY7t�tH 2Ot1 f�7 S 6SS0'i5' W: 2�fEET. , 71t7Y1,'�.Iif�l1?f EQO�EET t0 I►E i'A�lf BEXiAfdtV6. Bf�iFt'i l�PqRJ1Wif OF M�f 5#!@�OA� I�i�I FMAT 8'OI�K 4. PAGF !OQ' A�t517Q tAtAt�Ttl'� < If is agreed by Owner and AP7 that fhe proper snd preci e legal description for Nre Ownet's Prr�per#y wilt 4e comacfed,if necessary,and lhat the cc�mact legal descd tion may he placed on this Exhibit'A"and/or that thls �hibit'A'may be replaced to retlect such proper and p "se lega!descripHon by APT unilaterally. . R:iLega21MAIL MERGE D�CUMENT518asic Package Dac entsVVIM Conditional SA I.and Rev 1 042397.dac ' 7 11119 �. _ r � •, ., . • , ', � � ' SITE ID: A 2-G-082-G � � SITE NAME: City of Zephyfiills EXHIBIT"B"TO S E AGREEMENT Page'I of 2 SKETCH AND DESCRIPTlON OF THE PRWECT SITE.• �� oF Lv�c tn+c N n,E suunr r/�r or� �/s oF s�tnoir A 1�II4lbN� Si��E' ��T AS �c " REC��F)D�!llAf�OOd b Ai6�109,Of i�E Ff�JC f�C�J06 OF iKSm C01/Vn; ��t SAO�L OF IA�D�ICt� OF9C�D�!S alUOR$ iQ1 A POOR a'IEFaOYX'E�iE710E'Af RE C�D��RE SLIlf!!(/2 OF 8[S01/kdYif 1�Of�M;�P 1i tBWiE 2i E1Sf. OF 9{I��VAf f/Y OF 9GfAlf�1�� i 06oflLE�id732 �L'1t�NG�RUIV S 00'a0nd'�A pS�ll�0�?5 81 A 10f(!�Rdf!ES �r.oNe�sou�x�v u�a ednr aa��e� S�1p�'E A 06�I1i'E�'�0.7i�T,'A�1LE k 0000'�� A�Nf.E OF IL'i9 iffI ip A lON7 Of D�M�M� Rl�f S OfN'19'M; A AS9YSE�'3010 i&T.6E7�.�lIG1!S�513'1 f A 06�fILf iall fEFT;4Pt]d,F OF M Sl1.ltf2'$d a6JMk'F OF lLCt fEfT 1lEilk'E AW A 014t'f0'E A aSqM,'i�J4�ig7 D�7�E N f�t3'Jf Y, �o�a su��r�o oE.pora aF sWO�r�t aoww+s�ao saivr�� ae t�s.s ma�m�rx�t Har-��oass�c �� cr�c s�x�o�-��r�a nE��o arc o�-rxer�► w!r��aF�oExitw��c� o�sorrsEa As fouaw� �TI�E 9�OfAHN55T 1�/��Z �701�Zi Ra�AM�� It�O COIM(�Y.Rf�itOl R�aR,'E Iq�If N Q350'tS� 7t�IY�tJH LI�' oF sw sourx r/r oF�s�vnartsr r s aF t�ocsr�aF'�st fFE�iii110E RW S 0000C��A OF 23 W A Nall7�IIp!lE.S AIAIW"RE SOfIfJ�R/W 1/AE f�IE1Y�Y WllY�;A�1M."F S 0000ti0'E A fSGf[iC�Of IL76 f�kT•IIE� N 90q0b0'�A ARIANGF OF 11�0 FfiT fi A f�(T QF�L7NrMf'K GqYOWE R lOGOtifI�A 06G11LE OF SZOB fEET:TiEILE N�9000C�A ARfiY�E OF.lS�S i�AF]�K'E IA�If IY 00'��1� a57Ntl�Of�id6 iFET IG A PL�(l ff kRIMWp�1C SAlD A�SS FASEIQ(7 LCAIDIRfS IY2S SpMRE f$T, Wt fFS� 70GQIER�f A 110N-Ei�43h£U(�JIY F/l�M L Si1�EN NO ONE-ldHF iiETT 10 i�E IN�ff AkD St1�FN dE-Iillf fltT m lfFT OF A Ct3VJ�IVE ee�c�nu+naiurax aESOa�a As totmwfi �e�vr oF�c�o+�mNae�t At oo�tx�nf murx�/t aF a�sura�sr r�oF s�rnon��r�s rau�a�:i ou� a�aer x�asr�s t r��rrE aF�DSw so�vm'i/i aF�tE'srovnn�'r�a� :�aa�u�aF ts�st ffET•ABYLE N1M S mGV�'E A OFlS iD A PG�ff IptW LES A[Olx 7!E Sbfltdl R/1111iE OF 1lMfY�d1�A� S Q700'G?E A 06ANCE OF fSQ.9d f�REI�[E N lOOO9�� l�D67�IAIPE OF f7�9 f�f�0 A AOIY►OF BWP/iM` IiGN • N 3�5A7�E A a''+WiU'f�5735 RF718 A AWYf JIIi1G�fAf�Y. SA�fl7YtIY EIS�i�Nf CGAfB1ItS 7a5 SGfill�itET, p!IESS AfOtAS: 1. The insau�nt to wfikh this exhiblt!s attsched end lnto which ment this exhlb(t is fully lncorporated,may,at APTs so(e option,be rtrodified andbr amended unilateraNy 6y APT to establiah. darify chanpe C�e bcaLion o/fhe noriexdusnre easement for uENlfy Nnes end cabP�s bY ��+8 en�u6vment afgned by APT!n the p blic reoads oi the Counfy in whkh the Owrrers Prope�ty ls laceted, whkh!ns(nrmerrt sheH set liovth Ehe details o7 sud►modllkaEfan e emendment 2 AloiwiN�s6��ap eny(hkp!n N�e lnstrument whkh fhts exhlblt!s att to the oontrgry,APT,et!ts sole optia►,may wiilateraNy replaoe aad subsHtute/or dNs axhi6k�sunrey o!bhe Profec,Y Site, ahow� non�xduslve easemerrts 1br inQ►ess� spress and uLilify lines and ca6les to se�vioe f� ProJect Sife and/or may un�letero/ty rep! and subsHtate Ior thls exhl6k oons6uctlon drawlr�s of the APT fecllities of fhe PruJect Sffe. . . 3. Setbsdc of!he APT FadlNies hnm N►e 6ourrdan�es of Owners perty and of tlie ProJect Site shaJf be the �stanoe�equired by the applicabJe povam�rrental sutho�itles. 4. Wfdth o/eny eooess roed or eesement pranfed to or used by APT, shs!!be!he wldth raquired by t1�e appJkable pov�emment�/ eulho�lfles,fncluod'rny polk�e ertd h►�deperbnents but In no ev�enf te than BReen Iraet(15�exoept H prohib(!ed by povemmental authoddes heving jun.sdktfon over fhe Owrrers Property,the P ' Sfte and/or the APT F�lftles. R:1Lega1lNiAIL MERGE DOCUMENTS1Basic Package Doc ents\NIIvI_Conditional SA Land Revl 042397.dce � 8 i l/19 � _ � � ;� , � SITE ID: A 2-G-082-G ' ' SITE NAME: City of Zephyfiills EXHIBIT"B"TO SI AGREEMENT Pege 2 f 2 SKETCN AND DESCR/PTlON OF THE PROJECT SITE: egal descript►on of property to be attached. � � � � � : � t � ; �w1r a�F na�r�iromr 'L.�. � � �� J _ . � i�i r°�jp 1 ' � �•,,er • �risr � r- � i f.. ' � � i i 't' � � � .. � � i � r � 1 f _ * � � °af`�_ � �1 � J — `.��;� � � �� L� J'�iLi % � � �! E � �` .t a w� � � �- s � a i � j �� irf �i � � .� / �ti � �i !.!� �..�• � ` j� , �—^�...� z �.. .,. S ��ao., -� . . J� �t. {{{ r �� f/Nr�t � �1 SfC�01t 'li �P �aS� �� a'Oit NOtBS: !. 71re ins6umant to whkh lhis exhlbft ls atted►ed andlnto which ment tl�ls exhlblt!s/ully Incaporated,may,et APTs sole opf/on,be modiBed end�Or amsnded uNiaterally by APT!o esteblish,clartfy r chertp�e Uie bcetion of dhe rwrrexdusive essement lior utility lirtes ertd cab/es by reoording en ir�strument sl�ned 6y APT ln tlre reao►ds oI tl►e County in whfdr the Owners 2roperty fs loceted, which insbument shsH set Ibrth Uie detefls of such modlfrcetlon a or emertdrnent 2. Notwftl►steRdirp anylhing in the lRS6ument which fhis exhlbit is atte to the oQnGr�ry,APT,et fts sole option,may unflatera!!y repface and a�bsiitute/or thls exhibit a survey of Ehe Pm%ect Sfle, showi non�exdusiw9 eesements for ingress, egress end u6lfty lines and cabfes to se►vk�e tlie Prr�Ject Slte and/or may unilatera!!y repla and substltute for ihis exblbit constn�on drewfngs of the APT Facilities of the Projed Site. � � � 3. Setbeck of the APT Fadlities lrom the boundedes of Owr�ers P rfy and of fhe Pivject Site shall be the distance�equirad by the apF1'icable gowsmmente/suthorftJes. 4. Wfdfh of eny aooess rvad or�asement pranted to or used by APT, sbel!be the width required by the epplicable gov�mmenta/ autl�orities,h�dudinp polioe ar�d Are departments but i+�no event le thsn(i!1`een teet(15)axoept if prohibited by gov�emmental authaities heving ju�isdlcffon ov+er the Owners Propeify,the Pm' Site end/or the APT PaciCdFes. R:1LegalIMAIL I�RGE DOCUIv�NTS�Basic Package Doc nts�MM Conditiona!SA Land Revl 042397.doc " 9 11/i 9 MM � � � i � ; :; . SITE ID: A-2-G-082-G ' � � SITE NAME: City of Zephyrhills EXHIBIT"C"TO SIT AGREEMENT I THIS INSTRUMENT PREPARED BY AND RETURN TO: Corparate Legal Review APT Tampa/Orlando, lnc. 5907-B Hampton Oaks Parkway Tampa, FL 33610 � MEMORANDUM OF SRE AGRE MENTILEASE FOR LAND �I � THIS MEMORANDUM OF SITE AGREEMENTIL SE FOR LAND ( "Memorandum") is made and entered into by and between CITY OF ZEPHYRHILLS, a unicipality of the State of Florida, with an address of 5335 Eighth Street as'Owne�', and APT Tampa/Orlando, nc., a Delaware corporation, with an address of 8410 � W. Bryn Mawr,Suite 1100, Chicago, IL 60631-3486, "APT. 1. PREMISES. Owner and APT have entered int a Site Agreement for Land dated as of . 1997 (together with any amend nts and modfications thereto, the'Slte AgreemenY), whereby Owner has leased and APT has hired those rtain premises Pasco County, Florida, consisting of, among other things, approximately 2,500 square feet of la d, as depicted and legally described on Exhlblt "A" attached hereto and hereby incorporated into this Memoran um and certain easements(the"Project Slte"). 2. TERM. The initial term of the Site Agree ent shall be a period of five (5) and a fraction years commencing as of the °Commencement Date," as defin herein below, and-terminating on the 31st day of December following the fifth (5th)annual anniversary of the Commencement Date unless otherwise terminated as provided in the Site Agreement("Initlal Term'). 3. RENEVIIAL OPTIONS. In addition to the I ibal Term and on and subject to the terms of the Site Agreement, the Site Agreement tertn may be automaticall extended for four (4) consecutive periods of five {5) years each. Each such extension shall be known hereina r as a"Renewal Term." Hereinafter, the Initial Term, together with any and all Renewal Terms, shall be known a the"Term°of the Site Agreement. 4. COMMENCEMENT. The "Commencement ate" is the date on which AP7 begins construction of the APT Facilities (as defined in the Site Agr ement). Accordingly, unless otherwise specifically stated here: . the Commence ent Date shall be the date of APT's filing of a Notice of Commencement in the public records of the county in whic the Project Site is located. R:�I.egalWiAIL MERGE DOCUMENTS�Basic Package Docum ts�MM_Conditional SA Land Revl 042397.doc 10 I 1/19 i .s- =% .� • ' ' .. , . , SITE ID: A-2-G-082-G SITE NAME: City of Zephyrhilis 5. LEASE INCORPORATED. All of the te s, conditions, provisions and covenants of the Site Agreement are hereby incorporated herein as if fully set f� h in this Memorandum. To the extent that any of the terms hereof are inconsistent with the terms of the Site Agr ment, the terms of the Site Agreement shall control. In the event that an inspection of or reference to the full t rms, conditions, provisions or covenants of the Site Agreement is desired or necessary, a request for such ins 'on should be made to the Owner at the address set forth above, stating the name and address of the person an /or entity reques�ng the inspection, and setting forth the reason for the inspection. The Owner may pertnit or re se such inspection in its sole and absolute discretion. IN WITNESS WHEREOF, Owner and APT have executed t is Memorandum as of the date and year set forth below their respecdve signatures. Signed,sealed and delivered O ER: in the presence of: WlMesses: CITY OF ZEPHYRHILLS,�municipalfty of the State of Florida 1. By: Print Name: Alan Brenia, City Council President 2. Dats: Print Name: 1. Attest: Print Name: Linda Boan, Cityr Clerk 2. Date: Print Name: NANT: Witnesses: APT Tampa/Orlando�Inc.�a Delaware corporation 1. By: Printed Name: Name: Tony R. McDowell Title: Director, Engineering and Operations 2, and Authorized Agent Printed Name: [Corporate Seal] Date: R:�I.ega1�M.4IL MERGE DOCUMENTS�Basic Package Docum tsVvlM Conditional SA Land Revl 042397.doc 11 11/19 , ' � .�______�L�._�__ . _... ----- F =� ,'i •• , , SITE ID: A 2-G-082-G SITE NAME:City of Zephyrhills STATE OF FLORIDA COUNTY OF The foregoing Memorandum of Agreement was a owledged before me on this day of 199_, by Alan Brenfa� as City Council President of th� ity of Zephyrhtlis, Florida. He is personaily known to me or has produced identification. My commission expires: � N tary Public-S'tate of Florida [Seaq C mmission Number. STATE OF FLORIDA COUNTY OF The foregoing Memorandum of AAreement was owfedged before me on this day of -� 199_, by Llnda Boan aa City Clerk of the City of Zeph rhiils. Florida. She is personally known to me or has , produced as�iden 'on. My commission expires: N ry Pubiic-State of Flor�a [Seal] mmission Number. STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me on this day of . 1997, by Tony R. McDowell, as Director� Engineering and Operations an Authorized Agent, of APT TampalOrlando, Inc., a Defaware corporation. He is personally known to me or ha produc�d as identifica�on. My commission expires: N tary Public-State of Fiorida [Seaq mmission Number. R:U.ega1�MAIL MERGE DOCUMENTS�Basic Package Docum nts�MM_Conditional SA Land Revl 042397.doc 12 11/19 � Y' 'r• ,1' ' . .� . � , . �- ..r , � , SITE ID: A-2-G-082-G SITE'VAME: City of zephyrhills Ex�i it A Page of 2 �rta�cr� ��o�w�o trxrc�r n+E sam+ r s a� � sowt�wFSr �/4��norr L ��samr. �sr Fi�st ca��hrn: Fea��+t9u�urc �t'oRr�o� or moit�,eo�n�au� m rr�,w�oR Pur es IPFL'�ED N Pl�1T BOWC 4. PAOE TQ9. OF 7lfE P(�!C�OF pi4SC0 COl,MY. F1GR�P1{; SAID P�SRL�L QF LWD BfIMG PMlDp1IARLf'aE9dPJY�D Ils Fntl.AUS` �A FIOf!!f QF�iPAA1C� OO�dffNCf A JFE NORl�iNFSI G�ilYER GF JfE 9QUiN f/Z OF Til£Sd/l1lNt5r I/S �F 5�7i0M?, 26 SDIlIR Jb1AR�i 21 F�IST. FAS�O COtJNJY. f'tDf�Ll A4'l�E RUJ�f N fS E �{I.OMB�f(E IYORfN LQ� OF SAlD StiUJt1 f%1 OF JiIE�ffJ1AlE5T 1 4 �S�Cn'�If 2 A pSWyCF OF 661_52 fEE7' JfiEJVCE RLN1 S 00'00'0� �/i OF 25 FFE�U�t POOff N!t'J1 f�S ll[,OIYC TfE S011fi! 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SITE ID: A 2-G-062-G SITE NAME:Cit�r of Zephyrt�ilis Exhi it A Page of 2 , � _ � • _�_.._._.___ w � : _�� , � � � �� i tia�ar a�rE �,�/ � � � i � - ��wr� �. � A��Ylf'E �oo�/ ✓ j j M�rlr�r ��1yiq i `� ,�' '.Ct i � � w i #... �� i�'tt�t' �,� � � i � � i � a � � � � . — ,� , ��--�-- � � ��. � ,1 , � , � : • � � ----�---- �� _�.� �� ,/ � � � � __ - �� ; � . -'�.. = a� � 1 � � �;� ; � � � . . � � � • � �� f�� ` � 4 � , ''f/ � '.'��.� 1 ,r— � /� �...� . .i� � )4" �•r.s ,L h � � �/ y.^'� r �/�� r'�r • i �� I �` • �i s � � !�r r i/� 1� �^'� Ssctionc z fbun��ja 8e Sose� � Sf aast ._.. ..�... .��.� R:U.ega11MAIL MERGE DOCUMENTS�Basic Package Docum nts1MM Conditional SA Land Revl 042397.doc ' 14 11/19 • ' _ � 1 ��,` 1 i 14 m m �� Date: July 6, 2014 �a` David Robertson Tower Engineering Professionals Crown Castle 3703 Junction Blvd 12725 Morris Road Extension, Suite 400 Raleigh, NC 27603 Alpharetta, GA 30004 (919) 661-6351 (678) 366-1273 crownC�tepqroup.net Subject: Structural Analysis Report Carrier Designation: Sprint PCS Co Locate Scenario 2.5B Carrier Site Nu ber: TA70XC110 Carrier Site Na e: N/A Crown Castle Designation: Crown Castle U Number: 826548 Crown Castle ite Name: Pasco County (VS) Crown Castle DE Job Number: 291283 , Crown Castle ork Order Number: 787449 Crown Castle pplication Number: 249995 Rev. 0 , Engineering Firm Designafion: TEP Project N mber: 48167.21337 Site Data: 38122 Henry D .,Zephyrhills, Pasco County, FL 33540 Latitude 28° 9 '52.90", Longitude-82° 11'9.42" 190 Foot-Self Support Tower Dear David Robertson, Tower Engineering Professionals is pleased to submi this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the - Crown Castle Structural 'Statement of Work' and the ter s of Crown Castle Purchase Order Number 664914, in accordance with application 249995, revision 0. The purpose of the analysis is to determine acceptabil ty of the tower stress level. Based on our analysis we have determined the tower stress level for the structure nd foundation, under the following load case, to be� LC5. Existing + Proposed Equipment Sufficient Capacity Note:See Table I and Table II for the proposed and existing loadi g,respectively The analysis has been performed in accordance with th 2010 Florida Buildinq Code based upon an ultimate 3- second wind speed of 137 mph converted to a nomin I 3-second gust wind speed of 106 mph per Section 1609 3.1 as required for use in the TIA-222-G Stan ard per Exception #5 of Section 1609 1 1 Exposure Category C and Risk Category II were used in this analy is. _ , _ All modifications and equipment proposed in this report hall be installed in accordance with the appurtenances listed in Tables 1 and 2 and the attached drawing for the determined available structural capacity to be effective. We at Tower Engineering Professionals appreciate th opportunity of providing our continuing professional services to you and Crown Castle. If you have any qu stions or need further assistance on this or any other projects please give us a call. � , j(�� ,�„C��: -�r/d 't(l��F Structural anal sis prepared by� Matthew C. Kirchner/ TS �� .,`��'�" n� �' y ,.��* .`„��El1'� �''�' �s''. 4,�, ,`.;' �'' C . i, �. Respectfully submitted by: �.;;:,� � �� .,y �vo. 75�102 � �= ,� � i � � �, � '� S��Tc OF � ' William H. Martin, P.E., S.E. '. Of� �;�� [ �;��,'`..,''�L O R y��.�j�`\`'��• /'f,>>��N A L ;\,�,\��. lill I t�� , . July 6, 2014 990-ft Se/f Support Tower Strucfura!Analysis CCI BU No 826548 TEP Project Number 48167.21337,Application 249995, Revis� n 0 Page 2 TABLE OF ONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Antenna an Cable Information Table 2- Existing Antenna and able Information Table 3- Design Antenna and able Information 3) ANALYSIS PROCEDURE � Table 4- Documents Provided 3.1) Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 5 - Section Capacity (Su mary) Table 6 -Tower Component St esses vs. Capacity 4.1) Recommendations 5)APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations Z..��"�4_�I�� ` �!/�"�'i 14�L4 `��,,��"%`�,�N'��/�:- . .� -�,�' T, ^ `�� , 1 IV� 7�IQ7 �� d i'� � S( 0 �� }, � r � „� ,� ST,�:TE OF t�= � � ��G�,t. �L o�sn P .�� d d n°°--_ �;�� '��,.fl�N�L �`�\\. `J'!lI�Il1l�� tnxTower Report-version 6.1.4.1 i , � July 6,2014 190-ft Self Support Tower Strucfural Ana/ysis CCI BU No 826548 TEP Project Number 48i67.21337,Application 249995, Revisio 0 Page 4 Tabie 2- Existing Antenna and Cable Information Center Number� � • .� °., ; Number .'Feed� ' Mounting � �Line Antenna � �• of Antenna.Model �� of.Feed: - Line Note Level(ft): Elevation Manufacturer , • �ft� Antennas , ,. - , _. , _ • Lines _ "Size(in) , � 9 � Cellmax � CMA-BDHH/6521/EO-6 .� ; Technologies w/Mount Pipe � 5 �_��-�-�9 Andrew �E �CC1920-VPUB E � 4 �w Andrew � ETW190VS12U6 � 194.0 � 190.0 � � Nokia FRIE 14 1-5/8 1 ; , �5 � Nokia ��FRIG � ' �;�� 3 — Nokia FXFB f � 1 Raycap �OVP_DC1-48-60-0-15D f 190.0 � 1 Tower Mounts Platform Mount[LP 715-1] 12 Andrew DBXNH-65656-R2M w/Mount Pipe � � ' �__�- 8 y Andrew ECC1920-VPUB � � E t 4 Andrew ETW190VS12U6 � 12 1_5�8 � 171.0 175�0 � 2 � Nokia � FRIE 7 7�g 1 � �4 � Nokia � FRIG 4 3/8 ' ��---� 3 ��-- Nokia ��-�FXFB �`��-_1�—� Raycap OVP_DC1-48-60-0-15D 171.0 �-- 1�--__ Tower Mounts Sector Mount[SM 104-3] � CAP-FRO-656 ' � 6 CSS W/Mount Pipe � 160.0 160.0 ��V~�3 '— CSS X7C-FRO-860 12 1-5/8 1 � w/Mount Pipe 1 Tower Mounts Sector Mount[SM 602-3] 6 Decibel 950G65RCZE-M c � w/Mount Pipe ': 6 1-5/8 2 �-��^3 — Ericsson RRUS A2 Module � 6 ( Ericsson RRUS-111900MHz �� APXVERRI8-C 3 RF elw v . 150.0 150.0 � � S C a e W/Mount Pipe � 3 � Ericsson 800MHz SMR Filter � � 9 RFS Celwave ACU-A20-N 3 1-3/16 1 � � 3 Ericsson � RRUS-11 800MHz � 1 Tower Mounts Sector Mount[SM 402-3] � 140.0 140.0 3 Commun ations HB-X-AW-23-33-OOT � 6 1-5/8 1 j � � 1 Tower Mounts Sector Mount[SM 402-3] Notes: 1) Existing equipment 2) Existing equipment;to be removed tnxTower Report-version 6.1.4.1 t � � - .,. ., . __ 4, � ..t ._.- �- . � _ _ - � ' t , July 6, 20>4 190-ft Self Support Towe�Structural Analysis CC!BU No 826548 TEP Project Number 48167.21337,Application 249995, Revision 0 Page 5 Table 3- Design Antenna and Cable Information Center Number � Number Feed Mounting Line of Antenna pnfenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size(in) (ft) ' 190.0 � 190.0 � 12 � CSA Wireless � PCS A-060-19 ; - � - � 175.0��175.OTT,��m�-12�� CSA Wireless E PCS A-060-19 �-� �� .._--.____________. _ 155.0 � 155.0 � 12 �� CSA Wireless � PCS A-060-19 � - ��- � 3) ANALYSIS PROCEDURE Table 4- Documents Provided Document ` Remarks Reference Source Geotechnical Report � Nodarse &Associates, Inc. � 3497292 � CCISites ' Tower Foundation Drawings Valmont Microflect 3497291 CCISites Tower Manufacturer Drawings .��~Valmont Microflect � 3675014 �CCISites � � Tower Reinforcement Drawings �Tower Engineering Professionals�� 3946359 CCISites Post-Modification Inspection Tower Engineering Professionals � 4460699 CCISites�� 3.1) Analysis Method tnxTower (version 6.1.4.1), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) The tower and foundation were built in accordance with the manufacturer's specifications. 2) The tower and foundation have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2, and"Appendix B—Base Level Drawing". 4) When applicable, transmission cables are considered as structural components for calculating wind loads as allowed by the standard. 5) All tower components are in sufficient condition to carry their full design capacity. 6) Serviceability with respect to antenna twist, tilt, roll, or lateral translation, is not checked and is left to the carrier or tower owner to ensure conformance. 7) All antenna mounts and mounting hardware are structurally sufficient to carry the full design capacity requirements of appurtenance wind area and weight as provided by the original manufacturer specifications. It is the carrier's responsibility to ensure compliance to the structural limitations of the existing and/or proposed antenna mounts. TEP did not perform a site visit to verify the size, condition or capacity of the antenna mounts and did not analyze antennas supporting mounts as part of this structural analysis report. 8) The following material grades were assumed: a) Legs:ASTM A53-B-46 b) Bracing:ASTM A36 This analysis may be affected if any assumptions are not valid or have been made in error. Tower Engineering Professionals should be notified to determine the effect on the structural integrity of the tower. tnxTower Report-version 6.1.4.1 � -- - 1�. ---- � -�-- . � July 6,2014 i90-ft Se/f Support Tower StrucfuralAnalysis CCI BU No 826548 TEP Project Number 48167.21337,Application 249995, Revisi 0 Page 6 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Section� Elevation(ft) Component Siie , Critical ° P��b� �Penow(Ib) ��° Pass/Fail No. Type Element • Capacity Ti 190-180 Leg Pipe 2.5 STD j 2 -14294.200 53865.898 26.5 Pass ` T2 180-160 Leg PIPE 3.5 STD a 20 -61097.500 96872.297 63.1 Pass ; T3 160-140 Leg Pipe 5 STD ' 50 -121180.000 157400.000 77.0 Pass T4 140-120 Leg Pipe 8 STD j 74 -190038.000 . 30771.000 57.5 Pass ' T5 120-113.333 Leg Pipe 8 STD ,'+ 98 -212672.000 30771.000 64.3 Pass <6 11106366� Leg Pipe 8 STD ! 110 -235567.000 30771.000 71.2 Pass T7 106.667-100 Leg Pipe 8 STD � 119 -256715.000 30771.000 77.6 Pass T8 100-80 Leg Pipe 10 STD(SCH 0) ° 128 -317710.000 61312.000 68.9 Pass T9 80-70 Leg Pipe 10 STD(SCH 0) � 146 -350805.000 61312.000 76.0 Pass T10 70-60 Leg Pipe 10 STD(SCH 0) 158 -383508.000 61312.000 83.1 Pass T11 60-40 Leg Pipe 12 STD 167 -449897.000 573746.000 78.4 Pass T T12 40-30 Leg Pipe 12 STD � 185 -482710.000 573746.000 84.1 Pass T13 30-20 Leg Pipe 12 STD � 197 -515124.000 73746.000 89.8 Pass , T14 20-0 Leg Pipe 12 XH � 206 -580543.000 756510.000 76.7 Pass Ti 190-180 Diagonal Li 3/4x1 3/4x3/1 � 9 -4329.020 6583.670 65.8 Pass T2 180-160 Diagonal L2x2x3/16 ; 28 -8914.820 9562.730 93.2 Pass < T3 160-140 Diagonal 2L21/2x2 1/2x3/16 /8 � 57 -12051.500 39132.000 64.8(b) �Pass T4 140-120 Diagonal L3x3x3/16 j 81 -13023.400 16272.000 g3.4(b) P�S Y-- T5 120-113.333 Diagonal L3x3x3/16 105 -13246.000 15534.400 85.3 Pass �---� i T6 113.333- Diagonal L3x3x3/16 � 114 -13108.900 14802.000 88.6 Pass 106.667 F ; T7 106.667-100 Diagonal 2L3x3x3/16x1/2 ; 123 -14670.600 45783.301 32'0 v Pass 46.6(b) � T8 100-80 Diagonal L3 1/2x3 1/2x1/4 i 135 -17069.100 20524.301 83.2 Pass T9 80-70 Diagonal L3 1/2x3 1/2x1/4 i 153 -16419.301 19094.000 86.0 Pass � T 0 70-60 Diagonal 2L3-1/2x3-1/2x1/4x /2 � 162 -18595.199 64448.398 28'9 Pass 39.3(b) ` Ti i 60-40 Diagonal L3 1/2x3 1/2x3/8 176 -19419.100 23249.900 83.5 Pass ` T12 40-30 Diagonal L3 1/2x3 1/2x3/8 194 -18516.199 21848.600 84 7 Pass T13 30-20 Diagonal 2L3 1/2x3 1/2x3/8x /2 � 203 -21524.199 78174.000 31.4(b) P�S T14 20-0 Diagonal L4x4x3/8 215 -21896.199 26444.199 82.8 Pass MTi � 190-180 Tap Girt L3 1/2x3 1/2x1/4 ; 6 -1531.490 22313.500 19.3(b) P�S ; T2 180-160 Tap Girt L3 1/2x3 1/2x1/4 t 23 26.247 50038.602 0.4(b) P�S � T3 160-140 Top Girt L3 1/2x3 1/2x3/8 � 52 -241.375 31241.301 2 0�b� Pass T4 140-120 Top Girt L3 1/2x3 1/2x3/8 � 78 -2348.750 22854.000 21 9�b� Pass T5 120-113.333 Top Girt L4x4x3/8 � 102 -1957.730 25883.301 ��8�b� Pass ' T8 100-80 Top Girt L4x4x3/8 4 132 -3867.220 19314.301 23.5(b) P�S i 9 80-70 Top Girt L5x5x5/16 � 150 -4027.330 25667.600 34 3(b) P�S , ` Ti i 60-40 Top Girt L5x5x5/16 � 171 -5489.750 20429.199 37 6'�b� Pass tnxTower Report-version 6.1.4.1 --- � �. ' --- �. . , 4 , � July 6, 2014 i90-ft Self Support Tower Structural Analysis CCI BU No 826548 TEP Project Number 481672i337,Application 249995, Revision 0 Page 7 Section Elevation.(ft) Component S�ZQ Critical P��b� �panaw(Ib) ��° Pass/Faii , No. Type Element , Capacity , ; T12 40-30 Top Girt L5x5x5/i 6 189 -5167 420 16908.100 30.6 P�S ' � 34.9(b) i---- T14 20-0 Top Girt L5x5x5/16 210 -5437.770 13973.700 38.9 Pass =�W- � Summary Leg(T13) 89.8 Pass � Diagonal g3.2 Pass (T2) � Top Girt 38.9 Pass (T14) Bolt 85.9 Pass Checks µ � W RATING= 93.2 � Pass � Table 6-Tower Component Stresses vs. Capacity Notes Component Elevation (ft) . %Capacity - Pass/Fail 1 � Anchor Rods � - � 40.3 � Pass 1 Base Foundation Soil Interaction - , 83.4 ��Pass 1 Base Foundation Structural - I 32.6 Pass Structure Rating (max from all components)- � � 93.2% Notes: 1) See additional documentation in°Appendix C-Additional Calculations"for calculations supporting the%capacity listed. 4.1) Recommendations 1) If the load differs from that described in Tables 1 and 2 of this report, "Appendix B—Base Level Drawing" or the provisions of this analysis are found to be invalid, another structural analysis should be performed. 2) The tower and its foundation have sufficient capacity to carry the existing and proposed loads. No modifications are required at this time. tnxTower Report-version 6.1.4.1 - � � _ — — � :� � � Ju/y 6,2014 190-ft Se/f Support Tower Structura/Ana/ysis CCI BU No 826548 TEP Project Number 48167.2i337,Application 249995, Revisio 0 Page 8 APPE DIX A TNXTOWE OUTPUT tnxTower Report-version 6.1.4.1 � � ' _..: , ._ � - � ,saon � f o - , N � Q � ,w.ofl DESIGNED APPURTENANCE LOADING ° TYPE ELEVATION TYPE ELEVATION C , (3)CM4-B�FfV6521/E6fiwMfntRPe 790 Scctrr/Nrt[SM70431 I771 (d� 13)CNA-B�HY6521/E0�6 W ML+4 R7� 190 %]GFR}Bfi0 W Mut FPa 160 C (3)CM4-BDF446521/EP6 W Mant RDe 190 X7GFR)B60 W Mv6 P'p0 1fi0 F j � l3)ECCI9TPVRB 190 X7GRD860 W NdaG R'Pa 160 n (3)ECC79ZPVPIA 190 __ (2)GP-RiJ�6 W MuR RPe 160 _ '7 (3)�192PVPL6 180 (2)GP-Rb656 W M4ut Plpe i t60 + � FfdE 190 (2)CAP-FF��6 W Abutflpe 160 . RSE 190 S¢LrAWgISM602� 160 I . F7ffB 190 APXVEFSiI&CWMuEPipe 150 160_Ofl F%FH 180 AP%VEWiI&CWAb17PiPe 1W � F)ff8 190 AP%VEfSiIBC W NhN Pipe 150 ` (3)FPoG 180 FSAS11800Mtr 750 \ (2)FF➢G 19D fdi6�17 BOOMtr 1 W o � OVP DCi�n8�6ao-15D 190 Rfais-11 moM4 150 ' p � ,� (31E1W190V5121B 190 (3IACLLA7DN (150 _ � ElVJ190VS1RB 190 l3)AQFA�N ;150 a T r2 Pipe Mul 790 (3)AQFA24N .150 ( N m � Tx2PpeMu6 180 ...__�OM45MiFlkr 150 � � .._...__.. ..'__._ �_.._' _ —".___..._..__ � � Tz7PipeMaaE 190 BOOM45MiFltr 150 140.0fl PIAImnMaN[LP71S1� 180 &IOM45FHFIpr 150 � I 8'ladi 19D TTTI654P-1%RWMvt7ipe 1W ,�, ' (alDBXN+Kb'�FOAwAkiwPCpe 171 TTT165AP-7Wiw�AW¢RPe 75a � (4)D6%N465f5&FiNA W MWt Plpe 171 7TTT65AP-t%R W Mut Pope 1 W (a�oaxr++ss�ar�w�Raa m rawaies �so .. (s)ccc�sa�va�s m wasaiea t�so 'g (3)ECC19Z4VPLB m raa�aiea {iso � (2)ECC79ffiVPIA 171 Fb11-ROi 150 (4)FFUG 171 Fd41-Nii 150 Q R � , F7ffB 171 FDU-Fi01 150 F7ff8 177 Setb�+Lut[SM402.9] 150 ` y `3 17D.0 X �g 171 IBX-AW-2i3300T 1G0 � a a 1 ' (2)FFaE 171 FB%-AW-7333-00T 140 C � • QJP�C7-086P41W '—_ 171 F6%-AW-ZL33-0OT 140 7133fl � (41E7W790V51216 171 StcbhLr6ISMd02+'i� 140 F � ' � SYMBOL LIST � . ---- -- q ia_�n - MARK .---- S� MARK --- S� --- __.__...--— -.--.. ..__ __ ___......_. � � v I " � A L13�4x13�4YY16 C 7L1120.1fdcV4x1/2 °a � P m ri �" � 1 ° . _ �1BA2 D 7131l9Gi 12d�(12 100.0 ft , MATERIAL STRENGTH y GRADE F Fu GRADE F Fu � Q ws3-e-0s asrs u�id a3s ssim seim � a , F � TOWER DESIGN NOTES ° � 1.Tower is located in Pasco County,Florida � 2.Tower designed for E�osure C to the TIA-222-G Standard. � � � , 3.Tower designed for a 106 mph basic wind'm axordance wilh the TIA-222-G Standard. 4. Deflections are based upon a 60 mph wind. o � , � ��fi 5.Tower Struclure Class II. 6.Topographic Category 1 with Crest Height of 0.00 tt F 6 � �° � - 7.TOWERRATING:932% �oon - ° z � ' "s . w.on � _ � � a ' a � � ' . � ao.o n F ' � ' act r�acnoNs � ao.on • q/�'FACTORED _ z � ' , � M4X CORNER REAC710NSATBASE• DOWN.•5975901b 20 0 fl " - SHEAR:597511b � uPUFr•-si»asm SHEAR:538T3I6 '�' a a ' AXIAL ' � , 7871I62 SHEAR / I \ II�MEfJr ' • , 966H�/6��{ ` 1QS16717lbR o.o n TORIXIE 11�316-It $ REACTIO1kS-f06nph W1N0 � L � ? I � �'e� - � � 3 6 � � � � - - 3 Tower Engineering Professionals,Inc. a0i Pasco Coun S eU 826548 �' 326 Tryon Rd. �°�`b�No.asts�2t3s� Ralelgh,NC 27603 °irE Crown Castle°a`"'�'�mkirchner°�'� r e,g�arw��,im. Phone:(919)661-6357 Cod°'TIA-222-G °�07/05�74 ��NT FAX 979 661-6350 �'�'' ��'b'E-t . , � - - - � � '; �T��p Job Page 1 Pasco Co nty(VS) (BU 826548) 1 of 25 Tower Engineering Project Date Professionals,Inc. TEP o. 48167.21337 18:56:26 07/05/14 326 Tryon Rd. Raleigh,NC27603 Client Designed by Phone:(919)661-6357 rown Castle FAX:(919)661-6350 mkirchner Tower I ut Data The main tower is a 3x free standing tower with an overall heigh of 190.00 ft above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ound line. The face width of the tower is 8.000 ft at the top and 21.333 ft at the base. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Pasco County,Florida. Basic wind speed of 106 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0.00 ft. Deflections calculated using a wind speed of 60 m h. Pressures are calculated at each section. Stress ratio used in tower member design is 1. Local bending stresses due to climbing loads,feed ine supports,and appurtenance mounts are not considered. O t1011S Consider Moments-Legs Distribute Leg Loads As niform Treat Feedline Bundles As Cylinder Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments-Diagonals � Assume Rigid Index Plate � Calculate Redundant Bracing Forces Use Moment Magnification � Use Clear Spans For Win Area Ignore Redundant Members in FEA � Use Code Stress Ratios � Use Clear Spans For KIJr SR Leg Bolts Resist Compression � Use Code Safety Factors-Guys Retension Guys To Initial ension � All Leg Panels Have Same Allowable Escalate Ice � Bypass Mast Stability Ch ks Offset Girt At Foundation Always Use Max Kz � Use Azimuth Dish Coeffi 'ents � Consider Feedline Torque Use Special Wind Profile � Project Wind Area of App rt. � Include Angle Block Shear Check _.._ _. _ _, . _._�.�. _ .. Indude Bolts In Member Capacity Autocalc Torque Arm Ar s 3 � Poles : ; __�.._._._.----__.____.__.._.x_..._..__._. Leg Bolts Are At Top Of Section SR Members Have Cut E s Include Shear-Torsion Interacaon � Secondary Horizontal Braces Leg � Sort Capacity Reports By omponent Always Use Sub-Critical Flow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inne Bracing Use Top Mounted Sockets Add IBC.6D+W Combination Use TIA-222-G Tension S lice Capacity Exemption • , , ` _ � , , ' � �T��p Job Page 1 Pasco County(VS) (BU 826548) 2 of 25 Tower Engineering Project Date Professionals,Inc. TEP No. 48167.21337 18:56:26 07/05/14 326 Tryon Rd. Raleigh,NC27603 Client Designed by Phone:(919)661-635I Crown Castle FAX. (919)661-6350 mkirchner Wind 180 � Leg A Wind 90 ,� -� a4� yO@ � � Leg C Z �eg B Face C Wind Normal Trianaular To wer Tower Section Geometry Tower Tower Assembly Description Sectian Number Section Sectian E[evatian Database Width of Length Sections � � � Tl 190.00-180.00 8.000 1 10.00 T2 180.00-160.00 8.000 1 20.00 T3 160.00-140.00 8.000 1 20.00 T4 140.00-120.00 9.667 1 20.00 TS 120.00-113.33 11.333 1 6.67 T6 113.33-106.67 11.889 1 6.67 T7 106.67-100.00 12.444 1 6.67 T8 100.00-80.00 13.000 1 20.00 T9 80.00-70.00 14.667 1 10.00 T10 70.00-60.00 15.500 1 10.00 Tl l 60.00�0.00 16333 1 20.00 T12 40.00-30.00 18.000 1 10.00 T13 30.00-20.00 18.833 1 10.00 T14 20.00-0.00 19.667 1 20.00 Tower Section Geometry (cont'd) Tower Tower Diagonal Bracing Has Has Top Girt Bortom Girt Section Elevation Spacing Type KBrace Horizontals Offset Offset End ft ft Panels in i�t Tl 190.00-180.00 5.000 X Brace No No 0.000 0.000 -_ � - � f ' :\ s �� Job Page Pasco Co nty (VS) (BU 826548) 3 of 25 Tower Engineering Project �ate Professionals,Inc. TEP o. 48167.21337 18:56:26 07/05/14 326 Tryon Rd. Raleigh,NC27603 Client Designedby Phone:(919)661-6357 rown Castle FAX. (919)661-6350 mkirchner Tower Tower Diagonal Bracing as Has Top Girt Bottom Girt Section Elevation Spacing Type K race HoriZOntals OJj§et Offset nd ft ft P nels in in T2 180.00-160.00 5.000 X Brace o No 0.000 0.000 T3 160.00-140.00 6.667 X Brace o No 0.000 0.000 T4 140.00-120.00 6.667 X Brace o No 0.000 0.000 TS 120.00-113.33 6.667 X Brace o No 0.000 0.000 T6 11333-106.67 6.667 X Brace o No 0.000 0.000 T7 106.67-100.00 6.667 X Brace o No 0.000 0.000 T8 100.00-80.00 10.000 X Brace o No 0.000 0.000 T9 80.00-70.00 10.000 X Brace o No 0.000 0.000 T10 70.00-60.00 10.000 X Brace o No 0.000 0.000 Tl l 60.00�0.00 10.000 X Brace o No 0.000 0.000 T12 40.00-30.00 10.000 XBrace o No 0.000 0.000 T13 30.00-20.00 10.000 X Brace o No 0.000 0.000 T14 20.00-0.00 10.000 XBrace o No 0.000 0.000 Tower Section eometr (cont'd Totiver Leg Leg Leg Diagonal Diagonal Diagonal E[evation Type Size Grade Type Size Grade h Tl 190.00-180.00 Pipe Pipe 2.5 STD A53-B-46 Equal Angle Ll 3/4x1 3/4x3/16 A36 (46 ksi) (36 ksi) T2 180.00-160.00 Pipe PIPE 3.5 STD A53-B�6 Equal Angle L2�x3/16 A36 (46 ksi) (36 ksi) T3 160.00-140.00 Pipe Pipe 5 STD A53-B-46 Double Equal 2L2 1/2x2 1/2x3/16x3/8 A36 (46 ksi) Angle (36 ksi) T4 140.00-120.00 Pipe Pipe 8 STD A53-B-46 Equal Angle L3x3x3/16 A36 (46 ksi) (36 ksi) TS 120.00-11333 Pipe Pipe 8 STD A53-B�6 Equal Angle L3�c3x3/16 A36 (46 ksi) (36 ksi) T6 11333-106.67 Pipe Pipe 8 STD A53-B-06 Equal Angle L3x3x3/16 A36 (46 ksi) (36 ksi) T7 106.67-100.00 Pipe Pipe 8 STD A53-B-46 Double Equal 2L3x3�c3/16x1/2 A36 (46 ksi) Angle (36 ksi) T8 100.00-80.00 Pipe Pipe 10 STD(SCH40) A53-B�6 Equal Angle L3 1/2x3 1/2x1/4 A36 (46 ksi) (36 ksi) T9 80.00-70.00 Pipe Pipe 10 STD(SCH40) A53-B�6 Equal Angle L3 1/2x3 1/2x1/4 A36 (46 ksi) (36 ksi) T10 70.00-60.00 Pipe Pipe 10 STD(SCH40) A53-B�6 Double Equal 2L3-1/2x3-1/2x1/4x1/2 A36 (46 ksi) Angle (36 ksi) Tl l 60.00�0.00 Pipe Pipe 12 STD A53-B�6 Equal Angle L3 1/2x3 1/2x3/8 A36 (46 ksi) (36 ksi) T12 40.00-30.00 Pipe Pipe 12 STD A53-B�6 Equal Angle L3 1/2x3 1/2x3/8 A36 (46 ksi) (36 ksi) T13 30.00-20.00 Pipe Pipe 12 STD A53-B� Double Equal 2L3 1/2x3 1/2x3/8x1/2 A36 (46 ksi) Angle (36 ksi) T14 20.00-0.00 Pipe Pipe 12 XH A53-B-4 Equal Angle I.4x4x3/8 A36 (46 ksi) (36 ksi) Tower Section eometry (cont'd) , . � � - � - - - ` � f �T�� Job Page Pasco County (VS) (BU 826548) 4 of 25 Tower E�zgi�teering Project Date Professionals,Inc. TEP No. 48167.21337 18:56:26 07/05/14 326 Tryon Rd. Raleigh,NC27603 Client Designedby Phone:(919)661-6351 Crown Castle FAX. (9I9)661-6350 mkirchner Tower Top Girt Top Girt Top Girt Bottam Girt Bottom Girt Bottam Girt Elevation Type Size Grade Type Size Grade � Tl 190.00-180.00 Equal Angle L3 1/2x3 1/2x1/4 A36 Solid Round A36 � (36 ksi) (36 ksi) T2 180.00-160.00 Equal Angle L3 1/2�c3 1/2x1/4 A36 Solid Round A36 (36 ksi) (36 ksi) T3 160.00-140.00 Equal Angle L3 I/2x3 1/2x3/8 A36 Solid Round A36 (36 ksi) (36 ksi) T4 140.00-120.00 Equal Angle L3 1/2x3 1/2x3/8 A36 Solid Round A36 (36 ksi) (36 ksi) TS 120.00-113.33 Equal Angle L4x4�c3/8 A36 Solid Round A36 (36 ksi) (36 ksi) T8 100.00-80.00 Equal Angle L4x4x3/8 A36 Solid Round A36 (36 ksi) (36 ksi) T9 80.00-70.00 Equal Angle LS�c5�c5/16 A36 Solid Round A36 (36 ksi) (36 ksi) Tl l 60.00�0.00 Equal Angle LSx5x5/16 A36 Solid Round A36 (36 ksi) (36 ksi) T12 40.00-30.00 Equal Angle LSx5x5/16 A36 Solid Round A36 (36 ksi) (36 ksi) T14 20.00-0.00 Equal Angle IS�c5x5/16 A36 Solid Round A36 (36 ksi) (36 ksi) , Tower Section Geometry (cont'd) Tower Cusset Gusset GussetGrade Adjust.Factor Adjust. WeightMult. DoubleAngle DoubleAngle E[evatiort Area Thickness Af Factor Stitch Bolt Stitch Bolt (perface) A, Spacing Spacing Diugonals Horizontals ft ,ftZ in in in Tl 0.00 0.375 A36 1.03 1 1.05 0.000 0.000 190.00-180.00 (36 ksi) T2 0.00 0.375 A36 1.03 1 1.05 0.000 0.000 180.00-160.00 (36 ksi) T3 0.00 0375 A36 1.03 1 1.05 22.000 0.000 160.00-140.00 (36 ksi) T4 0.00 0.500 A36 1.03 1 1.05 0.000 0.000 140.00-120.00 (36 ksi) TS 0.00 0.500 A36 1.03 1 1.05 0.000 0.000 120.00-11333 (36 ksi) T6 0.00 0.500 A36 1.03 1 1.05 0.000 0.000 11333-106.67 (36 ksi) T7 0.00 0.500 A36 1.03 1 1.05 27.000 0.000 106.67-100.00 (36 ksi) T8 0.00 0.500 A36 1.03 1 1.05 0.000 0.000 100.00-80.00 (36 ksi) T9 80.00-70.00 0.00 0.500 A36 1.03 1 1.05 0.000 0.000 (36 ksi) T10 0.00 0.500 A36 1.03 I 1.05 36.000 0.000 70.00-60.00 (36 ksi) Tll 0.00 0.500 A36 1.03 1 1.05 0.000 0.000 60.00-40.00 (36 ksi) � T12 0.00 0.500 A36 1.03 1 1.05 0.000 0.000 40.00-30.00 (36 ksi) T13 0.00 0.500 A36 1.03 1 1.05 41.000 0.000 30.00-20.00 (36 ksi) T14 20.00-0.00 0.00 0.500 A36 1.03 1 1.05 0.000 0.000 (36 ksi) � -- -- - � � J � • � 1 �T�� Job Page 1 Pasco Co nty (VS) (BU 826548) 5 of 25 Tower Engineering Project Date Professionals,Inc. TEP o. 48167.21337 18:56:26 07/05/14 326 Tryan Rd. Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 rown Castle FAX. (919)661-6350 mkirchner Tower Section eometr cont'd K Factorsl Tower Calc Calc Legs X K Single Girts Horiz. Sec. Inner E[evation K K Brace Brace Diags Horiz Brace Single Solid Diags Diags Angles Rounds X X X X X X X ft Y Y Y Y Y Y Y Tl Yes No 1 1 1 1 1 1 1 I 190.00-180.00 1 1 1 1 1 1 1 T2 Yes No 1 1 1 1 1 1 1 1 180.00-160.00 1 1 1 1 1 1 1 T3 No No 1 1 1 1 1 1 1 1 160.00-140.00 1 1 1 1 1 1 1 T4 Yes No I 1 1 1 1 1 1 1 140.00-120.00 1 1 1 1 1 1 1 TS Yes No 1 1 1 1 1 1 1 1 120.00-113.33 1 I 1 1 1 1 1 T6 Yes No 1 1 1 1 1 1 1 1 11333-106.67 1 1 1 1 1 1 1 T7 No No 1 1 1 1 1 1 1 1 106.67-100.00 1 1 1 1 1 1 1 T8 Yes No 1 1 1 1 1 1 1 1 100.00-80.00 1 1 1 1 I 1 1 T9 Yes No 1 1 1 1 1 1 1 1 80.00-70.00 1 1 1 1 1 1 1 T10 No No 1 1 1 1 1 1 1 1 70.00-60.00 1 1 1 1 1 1 1 T11 Yes No 1 1 1 1 1 1 1 1 60.00�0.00 1 1 1 1 1 1 1 T12 Yes No 1 1 1 1 1 1 1 1 40.00-30.00 1 1 1 1 1 1 1 Tl3 No No 1 1 1 1 1 1 1 1 30.00-20.00 1 1 1 1 1 1 1 T14 Yes No 1 1 1 1 1 1 1 1 20.00-0.00 1 1 1 1 1 1 1 �Note:Kfactors are applied to member segment[engths.K braces wit)tout inne supporting members will have the Kfactor in the out-of-plane direction applied to the overall length. Tower Section eometr cont'd Tower Leg Diagonal Top Girt Bo tom Girt Mid Girr Lang Horizontal Short Horizontal Elevation h Net Width U Net Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Widt Width Widrh Width in in in Dedu t Deduct Deduct Deduct in in in in Tl 0.000 1 0.000 0.75 0.000 0.75 0.00 0.75 0.000 0.75 0.000 0.75 0.000 0.75 190.00-180.00 T2 0.000 1 0.000 0.75 0.000 0.75 0.00 0.75 0.000 0.75 0.000 0.75 0.000 0.75 180.00-160.00 T3 0.000 1 0.000 0.75 0.000 0.75 0.00 0.75 0.000 0.75 0.000 0.75 0.000 0.75 160.00-140.00 T4 0.000 1 0.000 0.75 0.000 0.75 0.00 0.75 0.000 0.75 0.000 0.75 0.000 0.75 140.00-120.00 - - � - �. �_ - — ' J I �T��p Job Page 1 Pasco County(VS) (BU 826548) 6 of 25 . Pro'ect Tower Engineenng 1 Date Professionals,Inc. TEP No. 48167.21337 18:56:26 07/05/14 326 Tryon Rd. Raleigh,NC27603 Client Designed by Phone:(919)66I-6351 Crown Castle mkirchner FAX:(919)661-6350 Tower Leg Diagonal Top Cirt Bottom Girt Mid Girt L.ong Horizontal Short Horizontal Elevation h Net Width U Net Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deducr Deduct Deduct in in in in TS 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 � 0.000 0.75 0.000 0.75 0.000 0.75 120.00-113.33 T6 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 ( 0.000 0.75 0.000 0.75 0.000 0.75 113.33-106.67 1'7 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 106.67-100.00 T8 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 100.00-80.00 I T9 80.00-70.04 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 � 0.000 0.75 0.000 0.75 0.000 0.75 T10 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 70.00-60.00 Tll 0.000 I 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 60.00�0.00 T12 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 40.00-30.00 T13 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 30.00-20.00 T1420.00-0.00 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 { 0.000 0.75 0.000 0.75 0.000 0.75 Tower Section Geometry (cont'd) Tnwer Leg Leg Diagonal Top Girt Bonom Cin Mrd Girt Lang Horizontal Short Horizontal Elevation Connection ft Type Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Balt Size Na. Bolt Size No. Bolt Size No. in in in in in in in Tl Flange 0.750 4 0.500 2 0.500 1 0.625 0 0.625 0 0.625 0 0.625 0 190.00-180.00 A325N A325N A325N A325N A325N A325N A325N T2 F7ange 0.875 4 0.500 2 0.500 1 0.625 0 0.625 0 0.625 0 0.625 0 180.00-160.00 A325N A325N A325N A325N A325N A325N A325N T3 Flange 1.000 6 0.750 1 0.750 1 0.000 0 0.625 0 0.625 0 0.625 0 160.00-140.00 A325N A325X A325N A325N A325N A325N A325N T4 Flange 1.500 4 0.625 2 0.625 1 0.625 0 0.625 0 0.625 0 0.625 0 140.00-120.00 A325N A325N A325N A325N A325N A325N A325N TS Flange 1.500 0 0.625 2 0.625 1 0.000 0 0.625 0 0.625 0 0.625 0 120.00-11333 A325N A325N A325N A325N A325N A325N A325N T6 Flange 1.500 0 0.625 2 0.625 0 0.000 0 0.625 0 0.625 0 0.625 0 11333-106.67 A325N A325N A325N A325N A325N A325N A325N T7 F7ange 1.500 6 0.625 2 0.625 0 0.625 0 0.625 0 0.625 0 0.625 0 106.67-100.00 A325N A325X A325N A325N A325N A325N A325N T8 Flange 1.500 6 0.750 2 0.750 1 0.625 0 0.625 0 0.625 0 0.625 0 100.00-80.00 A325N A325N A325N A325N A325N A325N A325N T9 80.00-70.00 Flange 1.500 0 0.625 2 0.625 1 0.000 0 0.625 0 0.625 0 0.625 0 A325N A325N A325N A325N A325N A325N A325N T10 Flange 1.500 6 0.625 2 0.625 0 0.625 0 0.625 0 0.625 0 0.625 0 70.00-60.00 A325N A325X A325N A325N A325N A325N A325N Tll Flange 1.500 6 0.750 2 0.750 1 0.625 0 0.625 0 0.625 0 0.625 0 60.00�0.00 A325N A325N A325N A325N A325N A325N A325N T12 Flange 1.500 0 0.750 2 0.750 1 0.000 0 0.625 0 0.625 0 0.625 0 40.00-30.00 A325N A325N A325N A325N A325N A325N A325N T13 Flange 1.500 6 0.750 2 0.625 0 0.625 0 0.625 0 0.625 0 0.625 0 30.00-20.00 A325N A325X A325N A325N A325N A325N A325N - _ �-- -- = -- � 1 . �T�� Job Page 1 Pasco Co nty (VS) (BU 826548) 7 of 25 Tower Engineering Project Date Professionals,Inc. TEP o. 48167.21337 18:56:26 07/05/14 , 326 Tryon Rd. , Raleigh,NC27603 Client Designed by Phone:(919)66I-6351 rown Castle FAX:(919)661-6350 mkirchner Tower Leg Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation Connection .� TYPQ Bolt Size No. Bolt Size No. Bolt Size No Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. in in in in in in in T1420.00-0.00 F7ange 0.000 0 0.750 2 0.750 1 0.625 0 0.625 0 0.625 0 0.625 0 A36 A325N A325N A325N A325N A325N A325N Feed Line/Linear Appurtenan es - Entered As Round Or Flat Description Face Allow Camponent Placement Face Lateral # # Clear Width or Perimeter Weight or Shield Type OJjset Offset Per Spacing Diameter Leg ft in (Frac FW) Row in in in klf ***Face A *** TSZ 999 A No Ar(CaAa) 150.00-0.00 0.000 0.45 3 2 0.500 1.190 0.001 067/xxxM-8A WG(1-3/16'� FIBER ONLY A No Ar(CaAa) 150.00-0.00 0.000 0.43 1 1 0.500 0.867 0.000 CABLE 48(7/8") Feedline A No Af(CaAa) 150.00-0.00 0.000 0.45 1 1 3.000 3.000 0.008 Ladder(A� *** LCF158-SOJL( A No Ar(CaAa) 160.00-0.00 0.000 -0.3 12 12 0.500 1.980 0.001 1 5/8") Feedline A No Af(CaAa) 160.00-0.00 0.000 -0.3 1 1 3.000 3.000 0.008 Ladder(A� *** *** ***Face B *** LDF7-SOA(1- B No Ar(CaAa) 171.00-0.00 0.000 -03 12 12 0.500 1.980 0.001 5/8") LDFS-SOA(7/ B No Ar(CaAa) 171.00-0.00 2.500 -0.27 7 7 0.500 1.090 0.000 8'� 9114(3/8") B No Ar(CaAa) 171.00-0.00 2.500 -032 4 4 0.500 0.750 0.000 Feedline B No Af(CaAa) 171.00-0.00 0.000 -03 1 1 3.000 3.000 0.008 Ladder(A� *** ***Face C **� LDF7-SOA(1- C No Ar(CaAa) 140.00-0.00 0.000 0.45 6 6 0.500 1.980 0.001 5/8") Feedline C No Af(CaAa) 140.00-0.00 0.000 0.45 1 1 3.000 3.000 0.008 Ladder(A� *** LDF7-SOA(1- C No Ar(CaAa) 190.00-0.00 0.000 0 14 13 0.500 1.980 0.001 5/8") Feedline C No Af(CaAa) 190.00-0.00 0.000 0 1 1 3.000 3.000 0.008 Ladder(Afl ' *** Safety Line B No Ar(CaAa) 190.00-0.00 -8.000 0.45 1 1 0375 0.375 0.000 3/8 Thin F7at Bar B No Af(CaAa) 190.00-0.00 -8.000 0.45 1 1 2.000 2.000 0.004 Climbing Ladder *** **� _ , f. _ -. .. l"- �. . � - � � � I Job Page T r � o�� Pasco County(VS) (BU 826548) 8 of 25 Tower Engineering Project Date Professionals,Inc. TEP No. 48167.21337 18:56:26 07/05/14 326 Tryon Rd. Raleigh,NC27603 Client Designedby , Phone:(919)661-6351 Crown Castle ' FAX:(919)661-6350 mkirchner Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component Placement Total C,;AA Weight or Shield Type Number *** �8 .ft .f�ll� kf *** �** *** Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF C,�A� C,�AA Weight Section Elevation In Face Out Face ft ,ftZ ,ftZ ftZ frz !b Tl 190.00-180.00 A 0.000 0.000 0.000 0.000 0.000 B 0.000 0.000 3.708 0.000 42.200 C 0.000 0.000 32.720 0.000 198.800 T2 180.00-160.00 A 0.000 0.000 0.000 0.000 0.000 B 0.000 0.000 50.746 0.000 311.682 C 0.000 0.000 65.440 0.000 397.600 T3 160.00-140.00 A 0.000 0.000 66.957 0.000 411.400 B 0.000 0.000 86.197 0.000 497.640 C 0.000 0.000 65.440 0.000 397.600 T4 140.00-120.00 A 0.000 0.000 76394 0.000 530.000 B 0.000 0.000 86.197 0.000 497.640 C 0.000 0.000 99.200 0.000 664.000 TS 120.00-11333 A 0.000 0.000 25.465 0.000 176.667 B 0.000 0.000 28.732 0.000 165.880 C 0.000 0.000 33.067 0.000 221333 T6 113.33-106.67 A 0.000 0.000 25.465 0.000 176.667 B 0.000 0.000 28.732 0.000 165.880 C 0.000 0.000 33.067 0.000 221333 T7 106.67-100.00 A 0.000 0.000 25.465 0.000 176.667 B 0.000 0.000 28.732 0.000 165.880 C 0.000 0.000 33.067 0.000 221333 T8 100.00-80.00 A 0.000 0.000 76394 0.000 530.000 B 0.000 0.000 86.197 0.000 497.640 C 0.000 0.000 99.200 0.000 664.000 T9 80.00-70.00 A 0.000 0.000 38.197 0.000 265.000 B 0.000 0.000 43.098 0.000 248.820 C 0.000 0.000 49.600 0.000 332.000 T10 70.00-60.00 A 0.000 0.000 38.197 0.000 265.000 B 0.000 0.000 43.098 0.000 248.820 C 0.000 0.000 49.600 0.000 332.000 Tll 60.00�0.00 A 0.000 0.000 76394 0.000 530.000 B 0.000 0.000 86.197 0.000 497.640 C 0.000 0.000 99.200 0.000 664.000 T12 40.00-30.00 A 0.000 0.000 38.197 0.000 265.000 B 0.000 0.000 43.098 0.000 248.820 C 0.000 0.000 49.600 0.000 332.000 T13 30.00-20.00 A 0.000 0.000 38.197 0.000 265.000 B 0.000 0.000 43.098 0.000 248.820 C 0.000 0.000 49.600 0.000 332.000 T14 20.00-0.00 A 0.000 0.000 76.394 0.000 530.000 . B 0.000 0.000 86.197 0.000 497.640 � � / � A Job Page �T�� Pasco Co nty (VS) (BU 826548) 9 of 25 Tower Engineering Project Date Professionals,Inc. TEP No. 48167.21337 18:56:26 07/05/14 326 Tryon Rd. Raleigh,NC27603 Client Designed by Phone:(919)661-6351 rown Castle FAX:(919)661-6350 mkirchner Tower Tower Face AR AF C � C,�AA Weight ' Sectio�: Elevation In F ce Out Face Ib C 0.000 0.000 99. 00 0.000 664.000 Feed Line Center of Pressure Section Elevation CPX CPZ CPX CPZ Ice Ice ft in in in in Tl 190.00-180.00 0.673 5.172 1.075 5.937 T2 180.00-160.00 1.265 0.760 1.609 1.048 T3 160.00-140.00 -1.197 -0.890 -1.232 -0.951 T4 140.00-120.00 -2.658 -0358 -2.989 -0392 TS 120.00-113.33 -2.832 -0390 -3182 -0.428 T6 11333-106.67 -3.084 -0.428 -3 463 -0.471 T7 106.67-100.00 -3214 -0.450 -3.608 -0.495 T8 100.00-80.00 -3.366 -0.478 -3.776 -0.527 T9 80.00-70.00 -3.552 -0.512 -3.982 -0.565 T10 70.00-60.00 -3.902 -0.567 �.372 -0.626 Tl l 60.00�0.00 -3.993 -0.586 �472 -0.648 T12 40.00-30.00 -4147 -0.614 �.642 -0.679 T13 30.00-20.00 �.547 -0.676 -5.089 -0.749 T14 20.00-0.00 �.623 -0.693 -5.172 -0.768 Shieldin Factor Ka Tower Feed Line Description Feed Line I� I� Section Record No. Segment Elev o Ice Ice Tl 24 LDF7-SOA(1-5/8") 180.00- 0.6000 0.6000 190.00 Tl 25 Feedline Ladder(A� 180.00- 0.6000 0.6000 190.00 T1 27 Safety Line 3/8 180.00- 0.6000 0.6000 190.00 Tl 28 Thin Flat Bar Climbing 180.00- 0.6000 0.6000 Ladder 190.00 T2 13 LDF7-SOA(1-5/8") 160.00- 0.6000 0.6000 171.00 T2 14 LDFS-SOA(7/8") 160.00- 0.6000 0.6000 171.00 T2 16 9114(3/8") 160.00- 0.6000 0.6000 171.00 T2 18 Feedline Ladder(A� 160.00- 0.6000 0.6000 171.00 T2 24 LDF7-SOA(1-5/8") 160.00- 0.6000 0.6000 180.00 T2 25 Feedline Ladder(A� 160.00- 0.6000 0.6000 180.00 ' T2 27 Safety Line 3/8 160.00- 0.6000 0.6000 180.00 T2 28 Thin Flat Baz Climbing 160.00- 0.6000 0.6000 Ladder 180.00 T3 2 TSZ 999 140.00- 0.6000 0.6000 067/xxxM-8AWG(1-3/16") 150.00 4 � i � " i 1..-- -- . i- �- . ' I � I � J Job Page ��p Pasco County(VS) (BU 826548) 10 of 25 Tower Engineering Project Date Professionals,Inc. TEP No. 48167.21337 18:56:26 07/05/14 326 Tryon Rd. Raleigh,NC27603 Client Designedby Phone. (919)661-6351 Crown Castle FAX. (919)661-6350 mkirchner Tower Feed Line Descriptiat Feed Line K I� Section Record No. Se ment Elev. No Ice Ice T3 3 FIBER ONLY CABLE 140.00- 0.6000 0.6000 48(7/8") 150.00 T3 5 Feedline Ladder(A� 140.00- 0.6000 0.6000 150.00 T3 7 LCF158-SOJL(1 5/8") 140.00- 0.6000 0.6000 160.00 T3 8 Feedline Ladder(A� 140.00- 0.6000 0.6000 160.00 T3 13 LDF7-SOA(1-5/8") 140.00- 0.6000 0.6000 , 160.00 T3 14 LDFS-SOA(7/8") 140.00- 0.6000 0.6000 160.00 T3 16 9114(3/8") 140.00- 0.6000 0.6000 160.00 T3 18 Feedline Ladder(A� 140.00- 0.6000 0.6000 160.00 T3 24 LDF7-SOA(1-5/8") 140.00- 0.6000 0.6000 160.00 T3 25 Feedline Ladder(A� 140.00- 0.6000 0.6000 160.00 T3 27 Safety Line 3/8 140.00- 0.6000 0.6000 160.00 T3 28 Thin Flat Baz Climbing 140.00- 0.6000 0.6000 Ladder 160.00 T4 2 TSZ 999 120.00- 0.6000 0.6000 067hcxxM-BAWG(1-3/16") 140.00 T4 3 FIBER ONLY CABLE 120.00- 0.6000 0.6000 48(7/8") 140.00 T4 5 Feedline Ladder(A� 120.00- 0.6000 0.6000 140.00 T4 7 LCF158-SOJL(1 5/8") 120.00- 0.6000 0.6000 140.00 T4 8 Feedline Ladder(A� 120.00- 0.6000 0.6000 140.00 T4 13 LDF7-SOA(1-5/8") 120.00- 0.6000 0.6000 140.00 T4 14 LDFS-SOA(7/8") 120.00- 0.6000 0.6000 140.00 T4 16 9114(3/8") 120.00- 0.6000 0.6000 140.00 T4 18 Feedline Ladder(A� 120.00- 0.6000 0.6000 140.00 T4 21 LDF7-SOA(1-5/8") 120.00- 0.6000 0.6000 140.00 T4 22 Feedline Ladder(A� 120.00- 0.6000 0.6000 140.00 T4 24 LDF7-SOA(1-5/8") 120.00- 0.6000 0.6000 140.00 T4 25 Feedline Ladder(A� 120.00- 0.6000 0.6000 140.00 T4 27 Safety Line 3/8 120.00- 0.6000 0.6000 140.00 T4 28 Thin Flat Bar Climbing 120.00- 0.6000 0.6000 Ladder 140.00 TS 2 TSZ 999 113.33- 0.6000 0.6000 067/x�cxM-8AWG(1-3/16") 120.00 TS 3 FIBER ONLY CABLE I 13.33- 0.6000 0.6000 48(7/8") 120.00 TS 5 Feedline Ladder(A� 113.33- 0.6000 0.6000 120.00 TS 7 LCF158-SOJL(1 5/8") 113.33- 0.6000 0.6000 120.00 � - � � -- ' � � �T�� Job Page 1 Pasco Co nty(VS) (BU 826548) 11 of 25 Tower Engineering Project Date Professionals,Inc. TEP No. 48167.21337 18:56:26 07/05/14 326 Tryan Rd. Raleigh,NC27603 Ciient Designed by Phone:(919J 661-6351 rown Castle FAX:(919)661-6350 mkirchner Tower Feed Line Description Feed Line K K Section Record No. Se ment Elev. /ce Ice TS 8 Feedline Ladder(A� 11333- 0.6000 0.6000 120.00 TS 13 LDF7-SOA(1-5/8") 113.33- 0.6000 0.6000 120.00 TS 14 LDFS-SOA(7/8") 113.33- 0.6000 0.6000 120.00 TS 16 9114(3/8") 11333- 0.6000 0.6000 120.00 TS 18 Feedline Ladder(A� 11333- 0.6000 0.6000 120.00 TS 21 LDF7-SOA(I-5/8") 11333- 0.6000 0.6000 120.00 TS 22 Feedline Ladder(A� 113.33- 0.6000 0.6000 120.00 TS 24 LDF7-SOA(1-5/8") 11333- 0.6000 0.6000 120.00 TS 25 Feedline Ladder(A� I 13.33- 0.6000 0.6000 120.00 TS 27 Safety Line 3/8 113.33- 0.6000 0.6000 120.00 TS 28 Thin F1at Baz Climbing 113.33- 0.6000 0.6000 Ladder 120.00 T6 2 TSZ 999 106.67- 0.6000 0.6000 067/xx�cM-8AWG(1-3/16") 11333 T6 3 FIBER ONLY CABLE ]06.67- 0.6000 0.6000 48(7/8") 11333 T6 5 Feedline Ladder(Afl 106.67- 0.6000 0.6000 11333 T6 7 LCF158-SOJI.(1 5/8") 106.67- 0.6000 0.6000 113.33 T6 8 Feedline Ladder(A� 106.67- 0.6000 0.6000 113.33 T6 13 LDF7-SOA(1-5/8") 106.67- 0.6000 0.6000 113.33 T6 14 LDFS-SOA(7/8") 106.67- 0.6000 0.6000 113.33 T6 16 9114(3/8") 106.67- 0.6000 0.6000 113.33 T6 18 Feedline Ladder(A� 106.67- 0.6000 0.6000 113.33 T6 21 LDF7-SOA(1-5/8") 106.67- 0.6000 0.6000 11333 T6 22 Feedline Ladder(A� 106.67- 0.6000 0.6000 113.33 T6 24 LDF7-SOA(1-5/8") 106.67- 0.6000 0.6000 11333 T6 25 Feedline Ladder(Afl 106.67- 0.6000 0.6000 113.33 T6 27 Safety Line 3/8 106.67- 0.6000 0.6000 113.33 T6 28 Thin F1at Bar Climbing 106.67- 0.6000 0.6000 Ladder 113.33 T7 2 TSZ 999 100.00- 0.6000 0.6000 067/xxxM-8AWG(1-3/16") 106.67 T7 3 FIBER ONLY CABLE 100.00- 0.6000 0.6000 48(7/8") 106.67 T7 5 Feedline Ladder(A� 100.00- 0.6000 0.6000 106.67 T7 7 LCF158-SOJL(1 5/8") 100.00- 0.6000 0.6000 106.67 T7 8 Feedline Ladder(A� 100.00- 0.6000 0.6000 ' 106.67 �--° - - � _.. - _ � � � ' ' 1 �T � Job Page 10�� Pasco Count VS BU 826548 12 of 25 Y� ) � ) Tower Engineering Project Date Professionals,Inc. TEP No. 48167.21337 18:56:26 07/05/14 326 Tryon Rd. Raleigl:,NC27603 Client Designed by Phaie.(919)661-635I Crown Castle mkirchner FAX. (919)661-6350 , Tower Feed Line Description Feed Line K K Section Record Na. Se ment Elev. No Ice Ice T7 13 LDF"7-SOA(1-5l8") 100.00- 0.6000 0.6000 106.67 T7 14 LDFS-SOA(7/8") 100.00- 0.6000 0.6000 106.67 T7 16 9114(3/8") 100.00- 0.6000 0.6000 106.67 T7 18 Feedline Ladder(A fl 100.00- 0.6000 0.6000 106.67 T7 21 LDF7-SOA(1-5/8") 100.00- 0.6000 0.6000 106.67 T7 22 Feedline Ladder(A� 100.00- 0.6000 0.6000 106.67 T7 24 LDF7-SOA(1-5/8") 100.00- 0.6000 0.6000 106.67 T7 25 Feedline Ladder(A� 100.00- 0.6000 0.6000 106.67 T7 27 Safety Line 3/8 100.00- 0.6000 0.6000 106.67 T7 28 Thin F1at Bar Climbing 100.00- 0.6000 0.6000 Ladder 106.67 T8 2 TSZ 999 80.00-100.00 0.6000 0.6000 067/�cxM-8 AWG(1-3/16") T8 3 FIBER ONLY CABLE 80.00-100.00 0.6000 0.6000 48(7/8") T8 5 Feedline Ladder(Afl 80.00-100.00 0.6000 0.6000 T8 7 LCF158-SOJL(1 S/8") 80.00-100.00 0.6000 0.6000 T8 8 Feedline Ladder(A� 80.00-100.00 0.6000 0.6000 T8 13 LDF7-SOA(1-5/8") 80.00-100.00 0.6000 0.6000 T8 14 LDFS-SOA(7/8") 80.00-100.00 0.6000 0.6000 T8 16 9114(3/8") 80.00-100.00 0.6000 0.6000 T8 18 Feedline Ladder(Afl 80.00-100.00 0.6000 0.6000 T8 21 LDF7-SOA(1-5/8") 80.00-100.00 0.6000 0.6000 T8 22 Feedline Ladder(Afl 80.00-100.00 0.6000 0.6000 T8 24 LDF7-SOA(1-5/8") 80.00-100.00 0.6000 0.6000 T8 25 Feedline Ladder(Afl 80.00-100.00 0.6000 0.6000 T8 27 Safety Line 3/8 80.00-100.00 0.6000 0.6000 T8 28 Thin Flat Bu Climbing 80.00-100.00 0.6000 0.6000 Ladder T9 2 TSZ 999 70.00-80.00 0.6000 0.6000 067/xxxM-8AWG(1-3/16") T9 3 FTBER ONLY CABLE 70.00-80.00 0.6000 0.6000 48(7/8") T9 5 Feedline Ladder(A� 70.00-80.00 0.6000 0.6000 T9 7 LCF158-SOJL(1 5/8") 70.00-80.00 0.6000 0.6000 T9 8 Feedline Ladder(A� 70.00-80.00 0.6000 0.6000 T9 13 LDF7-SOA(1-5l8") 70.00-80.00 0.6000 0.6000 T9 14 LDFS-SOA(7/8") 70.00-80.00 0.6000 0.6000 T9 16 9114(3!8") 70.00-80.00 0.6000 0.6000 T9 18 Feedline Ladder(A� 70.00-80.00 0.6000 0.6000 T9 21 LDF7-SOA(1-5/8") 70.00-80.00 0.6000 0.6000 T9 22 Feedline Ladder(A� 70.00-80.00 0.6000 0.6000 T9 24 LDF7-SOA(1-5/8") 70.00-80.00 0.6000 0.6000 T9 25 Feedline Ladder(Afl 70.00-80.00 0.6000 0.6000 T9 27 Safety Line 3/8 70.00-80.00 0.6000 0.6000 ' T9 28 Thin Flat Baz Climbing 70.00-80.00 0.600� 0.6000 � Ladder T10 2 TSZ 999 60.00-70.00 0.6000 0.6000 067/x�cM-8 AW G(1-3/16") TIO 3 FTBER ONLY CABLE 60.00-70.00 0.6000 0.6000 48(7/8") T10 5 Feedline Ladder(A� 60.00-70.00 0.6000 0.6000 T10 7 LCF158-SOJL(1 5/8") 60.00-70.00 0.6000 0.6000 � � ' -- � --- � ' I � + ��p Job Page Pasco Co nty(VS) (BU 826548) 13 of 25 Tower Engineering Project Date Professionals,Inc. TEP No. 48167.21337 18:56:26 07/05/14 326 Tryon Rd. � Raleigh,NC27603 Client Designed by Phorie:(919)661-6351 rown Castle FAX.•(919)661-6350 mkirchner Tower Feed Line Description Feed Line K K , Section Record No. Se ment Elev. /ce /ce T10 8 Feedline Ladder(A� 60.00-70.00 0.6000 0.6000 T10 13 LDF7-SOA(1-5/8") 60.00-70.00 0.6000 0.6000 T 10 14 LDFS-SOA(7/8") 60.00-70.00 0.6000 0.6000 T10 16 9114(3/8") 60.00-70.00 0.6000 0.6000 T10 18 Feedline Ladder(A� 60.00-70.00 0.6000 0.6000 T10 21 LDF7-SOA(1-5/8") 60.00-70.00 0.6000 0.6000 T10 22 Feedline I.adder(A� 60.00-70.00 0.6000 0.6000 T10 24 LDF7-SOA(1-5/8") 60.00-70.00 0.6000 0.6000 T10 25 FeedlineI.adder(A� 60.00-70.00 0.6000 0.6000 T10 27 Safety Line 3/8 60.00-70.00 0.6000 0.6000 T10 28 Thin Flat Bar Climbing 60.00-70.00 0.6000 0.6000 Ladder T 11 2 TSZ 999 40.00-60.00 0.6000 0.6000 067/xxxM-8AWG(1-3/16") T11 3 FTBER ONLY CABLE 40.00-60.00 0.6000 0.6000 48(7/8") Tl l 5 Feedline Ladder(A� 40.00-60.00 0.6000 0.6000 T11 7 LCF158-SOJL(1 5/8") 40.00-60.00 0.6000 0.6000 Tl l 8 Feedline Ladder(A� 40.00-60.00 0.6000 0.6000 Tll 13 LDF7-SOA(1-5/8") 40.00-60.00 0.6000 0.6000 Tl l 14 LDFS-SOA(7/8") 40.00-60.00 0.6000 0.6000 Tl l 16 9114(3/8") 40.00-60.00 0.6000 0.6000 T 11 18 Feedline Ladder(A� 40.00-60.00 0.6000 0.6000 T11 21 LDF7-SOA(1-5/8") 40.00-60.00 0.6000 0.6000 Tl I 22 Feedline Ladder(A� 40.00-60.00 0.6000 0.6000 ' Tll 24 LDFI-SOA(1-5/8") 40.00-60.00 0.6000 0.6000 Tl l 25 Feedline Ladder(A� 40.00-60.00 0.6000 0.6000 ' Tl l 27 Safety Line 3/8 40.00-60.00 0.6000 0.6000 Tl l 28 Thin F7at Bar Climbing 40.00-60.00 0.6000 0.6000 I.adder ' T12 2 TSZ 999 30.00-40.00 0.6000 0.6000 067/xxxM-8AWG(1-3/16") T12 3 FIBER ONLY CABLE 30.00-40.00 0.6000 0.6000 48(7/8") T12 5 Feedline Ladder(Afl 30.00-40.00 0.6000 0.6000 T12 7 LCF158-SOJL(15/8") 30.00-40.00 0.6000 0.6000 T12 8 Feedline Ladder(A� 30.00-40.00 0.6000 0.6000 T12 13 LDF7-SOA(1-5/8") 30.00-40.00 0.6000 0.6000 � T12 14 LDFS-SOA(7/8") 30.00-40.00 0.6000 0.6000 T 12 16 9114(3/8") 30.00-40.00 0.6000 0.6000 T 12 18 Feedline Ladder(A� 30.00-40.00 0.6000 0.6000 T12 21 LDF7-SOA(1-5/8") 30.00-40.00 0.6000 0.6000 T12 22 Feedline Ladder(A� 30.00-40.00 0.6000 0.6000 T12 24 LDF7-SOA(1-5/8") 30.00-40.00 0.6000 0.6000 � T12 25 Feedline Ladder(A� 30.00-40.00 0.6000 0.6000 T12 27 Safety Line 3/8 30.00-40.00 0.6000 0.6000 T12 28 Thin Flat Bar Climbing 30.00-40.00 0.6000 0.6000 Ladder T13 2 TSZ 999 20.00-30.00 0.6000 0.6000 067/xxxM-8AWG(1-3/16") T13 3 FIBER ONLY CABLE 20.00-30.00 0.6000 0.6000 48(7/8") T13 5 Feedline Ladder(Afl 20.00-30.00 0.6000 0.6000 T13 7 LCFI58-507L(1 5/8") 20.00-30.00 0.6000 0.6000 T13 8 Feedline Ladder(A� 20.00-30.00 0.6000 0.6000 T13 13 LDF7-SOA(1-5/8") 20.00-30.00 0.6000 0.6000 T13 14 LDFS-SOA(7/8") 20.00-30.00 0.6000 0.6000 T 13 16 9114(3/8") 20.00-30.00 0.6000 0.6000 T13 18 Feedline Ladder(A� 20.00-30.00 0.6000 0.6000 ' T13 21 LDF7-50A(1-5/8") 20.00-30.00 0.6000 0.6000 � T13 22 Feedline Ladder(A� 20.00-30.00 0.6000 0.6000 T13 24 LDF7-SOA(1-5l8") 20.00-30.00 0.6000 0.6000 �. - 1= -_ _ _ 1. _ 1: , , � � �� Job Page Pasco County(VS) (BU 826548) 14 of 25 Tower Engineering Project Date Professionals,Inc. TEP No. 48167.21337 18:56:26 07/05/14 326 Tryan Rd. Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle mkirchner FAX. (919)661-6350 Tower Feed Line Description Feed Line K K Section Record No. Se ment Elev No/ce Ice T13 25 Feedline Ladder(A� 20.00-30.00 0.6000 0.6000 TI3 27 Safety Line 3/8 20.00-30.00 0.6000 0.6000 T13 28 Thin F7at Baz Climbing 20.00-30.00 0.6000 0.6000 Ladder T14 2 TSZ 999 0.00-20.00 0.6000 0.6000 , 067/x�ocM-8AWG(1-3/16") T14 3 FIBER ONLY CABLE 0.00-20.00 0.6000 0.6000 48(7/8") T14 5 Feedline Ladder(A� 0.00-20.00 0.6000 0.6000 T14 7 LCFI58-SOJL(1 5/8") 0.00-20.00 0.6000 0.6000 T14 8 Feedline I.adder(A� 0.00-20.00 0.6000 0.6000 T14 13 LDF7-SOA(1-5l8") 0.00-20.00 0.6000 0.6000 T14 14 LDFS-SOA(7/8") 0.00-20.00 0.6000 0.6000 ' T14 16 9114(3/8") 0.00-20.00 0.6000 0.6000 T 14 18 Feedline Ladder(A� 0.00-20.00 0.6000 0.6000 T14 21 LDF7-SOA(1-5/8") 0.00-20.00 0.6000 0.6000 T 14 22 Feedline Ladder(A� 0.00-20.00 0.6000 0.6000 T14 24 LDF"7-SOA(I-5/8") 0.00-20.00 0.6000 0.6000 T14 25 Feedline Ladder(A� 0.00-20.00 0.6000 0.6000 T14 27 Safety Line 3/8 0.00-20.00 0.6000 0.6000 T14 28 Thin Flat Baz Climbing 0.00-20.00 0.6000 0.6000 I.adder Discrete Tower Loads Description Face Ofjset Offsets: Azimuth Placement C,�AA C,k4A Weight or Type Horz Adjushnent Front Side Leg Lateral VeK ft ° ft ,ftz ftz lb It h (3)CMA-BDHH/6521/EO-6 A From 4.00 0.000 190.00 No Ice 12.54 6.53 109.740 w/Mount Pipe Centroid-Fa 1.000 ce 4.000 (3)CMA-BDHH/6521/EO-6 B From 4.00 0.000 190.00 No Ice 12.54 6.53 109 740 w/Mount Pipe Centroid-Fa 1.000 ce 4.000 (3)CMA-BDHH/6521/EO-6 C From 4.00 0.000 190.00 No Ice 12.54 6.53 109 740 w/Mount Pipe Centroid-Fa -2.500 ce 4.000 (3)ECC1920-VPUB A From 4.00 0.000 190.00 No Ice 0.54 0.19 7.900 Centroid-Fa 1.000 ce 4.000 (3)ECC1920-VPUB B From 4.00 0.000 190.00 No Ice 0.54 0.19 7.900 Centroid-Fa 1.000 ce 4.000 (3)ECC1920-VPUB C From 4.00 0.000 190.00 No Ice 0.54 0.19 7.900 Centroid-Fa 1.000 ce 4.000 FRIE A From 4.00 0.000 190.00 No Ice 0.98 1.11 55.100 Centroid-Fa -7.500 ce 4.000 FRIE B From 4.00 0.000 190.00 No Ice 0.98 1.11 55.100 Centroid-Fa 7.500 I I r- - - - - � - -- � :� � � : �T�� Job Page 1 Pasco Co nty(VS) (BU 826548) 15 of 25 Tower Engineering Project Date Professionals,Inc. TEP No. 48167.21337 18:56:26 07/05/14 326 Tryon Rd. Raleigh,NC 27603 Ciient Desi ned b Phone:(919)66]-635] rown Castle 9 y FAX.•(919)661-6350 mkirchner Description Face Offset Offsets: Azimuth Placement CnAn CnAn Weight or Type Horz Adjustment Front Side Leg lateral Vert ft ° ft ftz frz lb � � ce 4.000 FXFB A From 4.00 0.000 190.00 No Ice 0.99 1.12 55.120 Centroid-Fa -7.500 ce 4.000 FXFB B From 4.00 0.000 190.00 No Ice 0.99 1 12 55.120 Centroid-Fa -7.500 ce 4.000 FXFB C From 4.00 0.000 190.00 No Ice 0.99 1.12 55.120 Centroid-Fa -7.500 ce 4.000 (3)FRIG A From 4.00 0.000 190.00 No Ice 2.79 1.10 57.320 Centroid-Fa 4.500 ce 4.000 (2)FRIG C From 4.00 0.000 190.00 No Ice 2.79 1.10 57.320 Centroid-Fa 0.000 ce 4.000 OVP_DC1�8-60-0-15D A From 4.00 0.000 190.00 NoIce 0.40 031 5.000 Centroid-Fa 7.500 ce 4.000 (3)ETW190VS12UB B From 4.00 0.000 190.00 NoIce 0.66 037 14.600 Centroid-Fa 1.000 ce 4.000 ETW190VS12UB C From 4.00 0.000 190.00 NoIce 0.66 037 14.600 Centroid-Fa -7.500 - ce 4.000 7'x 2"Pipe Mount A From 4.00 0.000 190.00 No Ice 1.66 1.66 26.000 Centroid-Fa -3.000 ce 2.000 7'x 2"Pipe Mount B From 4.00 0.000 190.00 No Ice 1.66 1.66 26.000 Centroid-Fa -3.000 ce 2.000 7'x 2"Pipe Mount C From 4.00 0.000 190.00 No Ice 1.66 1.66 26.000 Centroid-Fa 7.500 ce 2.000 Platform Mount[LP 715-1] C None 0.000 190.00 No Ice 44.21 44.21 1775.000 8'Ladder B From 2.00 0.000 190.00 No Ice 1.53 5.33 97.205 Cenuoid-Fa 0.000 ce -4.000 �** (4)DBXNH-6565B-R2M w/ A From Leg 4.00 -60.000 171.00 No Ice 8.73 7.16 79.976 Mount Pipe 0.000 4.000 (4)DBXNH-6565B-R2M w/ B From Leg 4.00 -60.000 171.00 No Ice 8.73 7.16 79.976 Mount Pipe 0.000 4.000 (4)DBXNIi-6565B-R2M w/ C From Leg 4.00 -60.000 171.00 No Ice 8.73 7.16 79.976 Mount Pipe 0.000 4.000 (3)ECC1920-VPUB A From Leg 4.00 -60.000 171.00 No Ice 0.54 0.19 7.900 -2.000 4.000 (3)ECC1920-VPUB B From Leg 4.00 -60.000 171.00 No Ice 0.54 0.19 7.900 -1.000 4.000 (2)ECC 1920-VPUB C From Leg 4.00 -60.000 171.00 No Ice 0.54 0.19 7.900 -2.000 4.000 � 1 . � - - - � - - . � � � ' t �� Job Page Pasco County(VS) (BU 826548) 16 of 25 Tower Engineering Project Date Professionals,li:c. TEP No. 48167.21337 18:56:26 07/05/14 326 Tryon Rd. Raleigh,NC 27603 Client Designed by Phone.(919)66]-6351 Crown Castle FAX. (919)661-6350 mkirchner Description Face Offset Offsets: Azimiuh Placement CnAn C,iAn Weight or Type Horz Adjushnent Front Side Leg Lateral Vert ft ° fr ,ftz ,ft� Ib � � (4)FRIG A From Leg 4.00 -60.000 171.00 No Ice 2.79 1.10 57.320 0.000 4.000 FXFB A From Leg 4.00 -60.000 171.00 No Ice 0.99 1.12 55.120 6.000 4.000 FXFB B From Leg 4.00 -60.000 171.00 No Ice 0.99 1.12 55.120 2.000 4.000 FXFB C From Leg 4.00 -60.000 171.00 No Ice 0.99 1.12 55.120 -2.000 4.000 (2)FRIE B From Leg 4.00 -60.000 171.00 No Ice 0.98 1.1 I 55.100 -a.000 4.000 OVP_DC1�8-60-0-15D B FromLeg 4.00 -60.000 171.00 NoIce 0.40 031 5.000 -2.000 4.000 (4)ETWI90VS12UB C From Leg 4.00 -60.000 171.00 No Ice 0.66 0.37 14.600 0.000 4.000 Sector Mount[SM 104-3] C None 0.000 171.00 No Ice 30.02 30.02 953.000 �x.�*� X7C-FRO-860 w/Mount A From Leg 4.00 -60.000 160.00 No Ice 13.91 10.94 95.510 Pipe 0.000 0.000 X7C-FRO-860 w/Mount B From Leg 4.00 0.000 160.00 No Ice 13.91 10.94 95.510 Pipe 0.000 0.000 X7C-FRO-860 w/Mount C From Leg 4.00 f10.000 160.00 No Ice 13.91 10.94 95.510 Pipe 0.000 0.000 (2)CAP-FRO-656 w/Mount A From Leg 4.00 -60.000 160.00 No Ice 5.09 5.01 39.668 Pipe 0.000 0.000 (2)CAP-FRO-656 w/Mount B From Leg 4.00 0.000 160.00 No Ice 5.09 5.01 39.668 Pipe 0.000 0.000 (2)CAP-FRO-656 w/Maunt C From Leg 4.00 �0.000 160.00 No Ice 5.09 5.01 39.668 Pipe 0.000 0.000 Sector Mount(SM 602-3] C None 0.000 160.00 No Ice 33.11 33.11 1540.500 �x**�� APXVERRI8-C w/Mount A From Leg 2.00 0.000 150.00 No Ice 8.50 6.95 75.550 Pipe 0.000 0.000 APXVERRI8-C w/Mount B From Leg 2.00 0.000 150.00 No Ice 8.50 6.95 75.550 Pipe 0.000 0.000 APXVERRI 8-C w/Mount C From Leg 2.00 0.000 150.00 No Ice 8.50 6.95 75.550 Pipe 0.000 0.000 RRUS-I 1 800MHz A From Leg 2.00 0.000 150.00 No Ice 2.94 1.52 54.000 0.000 0.000 RRUS-11 800MHz B From Leg 2.00 0.000 150.00 No Ice 2.94 1.52 54.000 0.000 - - � - _ I � * Page ��T�� Job Pasco Co nty (VS) (BU 826548) 17 of 25 Tower Engineering Project Date Professionals,Inc. TEP No. 48167.21337 18:56:26 07/05/14 326 Tryon Rd. Raleigh,NC27603 Client Designed by Phone:(919)661-6351 rown Castle FAX.•(919)661-6350 mkirchner Description Face Offset Offsets: Azimuth Placement C,�Aa C,tAA Weight or Type Horz Adjushnent Front Side Leg I�teral Vert n ° h .f� .fi tb h h o.000 RRUS-11 800MHz C From Leg 2.00 0.000 150.00 No Ice 2.94 1.52 54.000 0.000 0.000 (3)ACU-A20-N A From Leg 2.00 0.000 150.00 No Ice 0.08 0.14 1.040 0.000 0.000 � (3)ACU-A20-N B From Leg 2.00 0.000 I50.00 No Ice 0.08 0.14 1.040 0.000 0.000 (3)ACU-A20-N C From Leg 2.00 0.000 150.00 No Ice 0.08 0.14 1.040 0.000 0.000 800MHz SMR Filter A From Leg 2.00 0.000 I50.00 No Ice 0.76 0.25 8.820 0.000 0.000 800MHz SMR Filter B From Leg 2.00 0.000 150.00 No Ice 0.76 0.25 8.820 0.000 0.000 800MHz SMR Filter C From Leg 2.00 0.000 150.00 No Ice 0.76 0.25 8.820 0.000 0.000 TITT65AP-1XR w/Mount A From Leg 2.00 0.000 150.00 No Ice 7.87 5.50 79.730 Pipe 6.000 0.000 TTTI'65AP-1 XR w/Mount B From Leg 2.00 0.000 150.00 No Ice 7.87 5.50 79.730 Pipe 6.000 0.000 'I°ITC65AP-1XR w/Mount C From Leg 2.00 0.000 150.00 No Ice 7.87 5.50 79.730 Pipe 6.000 0.000 ' RRUS 31 B25 A From Leg 2.00 0.000 150.00 No Ice 1.89 1.49 56.100 0.000 0.000 RRUS 31 B25 B From Leg 2.00 0.000 150.00 No Ice 1.89 1.49 56.100 0.000 0.000 RRUS 31 B25 C From Leg 2.00 0.000 150.00 No Ice 1.89 1 49 56.100 0.000 0.000 FZHJ-RRH A From Leg 2.00 0.000 150.00 No Ice 1 47 1.18 55.200 6.000 0.000 FZHJ-RRH B From Leg 2.00 0.000 150.00 No Ice 1 47 1.18 55.200 6.000 0.000 FLH7-RRH C From Leg 2.00 0.000 150.00 No Ice 1.47 1.18 55.200 6.000 0.000 Sector Mount[SM 402-3] C None 0.000 150.00 No Ice 18.91 18.91 850.680 ***** HB-X-AW-23-33-OOT A From Leg 2.00 -60.000 140.00 No Ice 4.87 4.87 44.100 6.000 0.000 HB-X-AW-23-33-OOT B From Leg 2.00 -60.000 140.00 No Ice 4.87 4.87 44.100 6.000 0.000 . , - . � �: t ' ' .! Job Page ��011��Y Pasco County(VS) (BU 826548) 18 of 25 Tower Engineering Project Date Professionals,Inc. TEP No. 48167.21337 18:56:26 07/05/14 326 Tryon Rd. Raleigh,NC27603 Client Phone. (919)661-6351 Deslgned by � FAX. (919)661-6350 Crown Castle mkirchner Description Face Offset Offsets: Azimuth Placement C,IAA C,u4n Weight or Type Horz Adjustment Front Side Leg Lateral l�ert ft ° ft ftz ftz Ib � f� HB-X-AW-23-33-0OT C From Leg 2.00 -60.000 140.00 No Ice 4.87 4.87 44.100 6.000 0.000 Sector Mount[SM 402-3] C None 0.000 140.00 No Ice 18.91 18.91 850.680 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg-No Ice 3 0.9 Dead+1.6 Wind 0 deg-No Ice 4 1.2 Dead+1.6 Wind 30 deg-No Ice 5 0.9 Dead+1.6 Wind 30 deg-No Ice 6 1.2 Dead+1.6 Wind 60 deg-No Ice 7 0.9 Dead+1.6 Wind 60 deg-No Ice 8 1.2 Dead+1.6 Wind 90 deg-No Ice 9 0.9 Dead+1.6 Wind 90 deg-No Ice 10 1.2 Dead+1.6 Wind 120 deg-No Ice 11 0.9 Dead+1.6 Wind 120 deg-No Ice 12 1.2 Dead+1.6 Wind 150 deg-No Ice 13 0.9 Dead+1.6 Wind 150 deg-No Ice 14 1.2 Dead+1.6 Wind 180 deg-No Ice 15 0.9 Dead+1.6 Wind 180 deg-No Ice 16 1.2 Dead+1.6 Wind 210 deg-No Ice 17 0.9 Dead+1.6 Wind 210 deg-No Ice 18 1.2 Dead+1.6 Wind 240 deg-No Ice 19 0.9 Dead+1.6 Wind 240 deg-No Ice 20 1.2 Dead+1.6 Wind 270 deg-No Ice 21 0.9 Dead+1.6 Wind 270 deg-No Ice 22 1.2 Dead+1.6 Wind 300 deg-No Ice 23 0.9 Dead+1.6 Wind 300 deg-No Ice 24 1.2 Dead+1.6 Wind 330 deg-No Ice 25 0.9 Dead+1.6 Wind 330 deg-No Ice 26 Dead+Wind 0 deg-Service 27 Dead+Wind 30 deg-Service 28 Dead+Wind 60 deg-Service 29 Dead+Wind 90 deg-Service 30 Dead+Wind 120 deg-Service 31 Dead+Wind 150 deg-Service 32 Dead+Wind 180 deg-Service 33 Dead+Wind 210 deg-Service 34 Dead+Wind 240 deg-Service 35 Dead+Wind 270 deg-Service 36 Dead+Wind 300 deg-Service 37 Dead+Wind 330 deg-Service Maximum Tower Deflections - Service Wind � - - .� i I � � �uT�� Job Page 6��1 Pasco Co nty(VS) (BU 826548) 19 of 25 Tower Engineering Project Date Professionals,Inc. TEP No. 48167.21337 18:56:26 07/05/14 326 Tryon Rd. Raleigh,NC27603 Client Desi ned b Phone:(919)661-6351 rown Castle g Y FAX:(919)661-6350 mkirchner Secrioi: Elevation Hor�. Gov. Tilt Twist No. Deflection Load fr in Comb. ° ° T I 190-180 4.737 37 .227 0.018 T2 180-160 4.256 37 .222 0.015 T3 160-140 3.330 37 .199 0.008 T4 140-120 2.542 37 .166 0.006 TS 120-113.333 1.854 37 .143 0.003 T6 I 13333-106.667 1.646 37 .133 0.003 T7 106.667-100 1 451 37 .124 0.002 ' T8 100-80 1.278 37 .113 0.002 T9 80-70 0.818 37 .090 0.001 T 10 70-60 0.623 37 .078 0.001 , T 11 60-40 0.467 37 .065 0.001 T12 40-30 0.216 37 .042 0.001 T 13 30-20 0.124 37 .030 0.001 � T 14 20-0 0.067 37 .018 0.000 Critical Deflections and Radi s of Curvature - Service Wind Elevation Appurtenance Cov. Deflec ion Tilt Twist Radius of Load Curvature ft Comb, in ° ° ft 190.00 (3)CMA-BDHH/6521/EO-6 w/ 37 4.73 0227 0.018 459657 Mount Pipe 171.00 (4)DBXNH-b565B-R2M w/Mount 37 3.82 0214 0.012 50390 Pipe 160.00 X7C-FRO-860 w/Mount Pipe 37 3.33 0.199 0.008 27441 150.00 APXVERRI8-C w/Mount Pipe 37 2.92 0.182 0.007 35835 140.00 HB-X-AW-23-33-0OT 37 2.5 0.166 0.006 55376 Maximum Tower Def ections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Camb. ° ° Tl 190-180 23.589 24 1.131 0.092 T2 180-160 21.186 24 1 109 0.075 T3 160-140 16.573 24 .991 0.041 T4 140-120 12.648 24 0.826 0.029 TS 120-113.333 9.226 24 0.709 0.016 T6 113333-106.667 8.189 24 0.664 0.013 T7 106.667-100 7.219 24 0.616 0.011 T8 100-80 6.357 24 0.564 0.010 T9 80-70 4.073 24 0.449 0.007 T10 70-60 3.102 24 0.386 0.006 Tl l 60-40 2.325 24 0321 0.005 T12 40-30 1.077 24 0.209 0.003 T13 30-20 0.620 24 0.151 0.003 T14 20-0 0.333 24 0.092 0.002 . __ � . - - -- - 1� , < , � Job Page ��p Pasco County(VS) (BU 826548) 20 of 25 Tower Engineeri�ag Project Date Professionals,I�:c. TEP No. 48167.21337 18:56:26 07/05/14 326 Tryon Rd. Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX. (919)661-6350 mkirchner Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov Deflection Tilt Twist Radius of I.oad Curvature ft Comb. in ° ° ft 190.00 (3)CMA-BDHH/6521/EO-6 w/ 24 23.589 1.131 0.092 102459 Mount Pipe 171.00 (4)DBXNH-6565B-R2M w/Mount 24 19.050 1.068 0.058 10380 Pipe 160.00 X7C-FRO-860 w/Mount Pipe 24 16.573 0.991 0.041 5572 150.00 APXVERRI8-C w/Mount Pipe 24 14.528 0.906 0.034 7258 140.00 HB-X-AW-23-33-0OT 24 12.648 0.826 0.029 11167 Bolt Design Data Section Elevation Component Bolt BoltSize Number Maximum Allowable Ratio Allawab[e Criteria No. Type Grade Of Load per Laad Load Ratio ft in Bolts Bo[t �b Allow4ble [6 Tl 190 Leg A325N 0.750 4 2734 780 29820.600 0.092 1 Bolt Tension Diagonal A325N 0.500 2 2157.870 4995.700 0.432 1 MemberBlock Shear Top Girt A325N 0.500 1 1531 490 7952.160 0.193 1 Bolt Shear T2 180 I.eg A325N 0.875 4 13329 400 40589.102 0.328 1 Bolt Tension Diagonal A325N 0.500 2 4425.490 5505.470 0.804 1 MemberBlock Shear Top Girt A325N 0.500 1 28.724 7952.160 0.004 1 Bolt Shear T3 160 Leg A325N 1.000 6 17893.199 53014398 0338 1 Bolt Tension Diagonal A325X 0.750 I 11632.100 17943.801 0.648 1 MemberBlock Shear Top Girt A325N 0.750 1 365.012 17892.400 0.020 1 Bolt Sheaz T4 140 Leg A325N 1.500 4 42631.898 119282.000 0.357 1 Bolt Tension Diagonal A325N 0.625 2 6420.930 7697 460 0.834 1 Member Block Shear Top Gut A325N 0.625 1 2720.020 12425.200 0.219 1 Bolt Sheaz TS 120 Diagonal A325N 0.625 2 6525.890 7697 460 0.848 1 Member Block Shear Top Girt A325N 0.625 1 2209.620 12425.200 0.178 1 Bolt Shear T6 113333 Diagonal A325N 0.625 2 6610.500 7697460 0.859 1 MemberBlock Shear T7 106.667 Leg A325N 1.500 6 38640.699 119282.060 0324 1 Bolt Tension Diagonal A325X 0.625 2 7177 400 15394.900 0.466 1 Member Block Shear T8 100 I.eg A325N 1.500 6 47802.898 119282.000 0.401 1 Bolt Tension Diagona] A325N 0.750 2 8453390 12506.300 0.676 1 MemberBlock Shear Top Girt A325N 0.750 I 4205.470 17892.400 0.235 1 Bolt Shear T9 80 Diagonal A325N 0.625 2 8094.920 11622.700 0.696 1 MemberBlock Shear Top Girt A325N 0.625 1 4267.900 12425.200 0.343 1 Bolt Shear T10 70 I.eg A325N 1.500 6 57628.898 119282.000 0.483 1 Bolt Tension Diagonal A325X 0.625 2 9137.630 23245301 0.393 1 MemberBlock Shear Tl l 60 Leg A325N 1.500 6 67349.000 119282.000 0.565 1 Bolt Tension Diagonal A325N 0.750 2 9709.530 17892.400 0.543 1 Bolt Shear Top Girt A325N 0.750 1 5846.800 15768.800 0371 1 Member Bearing T12 40 Diagona] A325N 0.750 2 9258.100 17892.400 0.517 1 Bolt Shear Top Girt A325N 0.750 1 5506.320 15768.800 0.349 1 Member Bearing -� � , � � ; �T�� Job Page 1 Pasco Co nty(VS) (BU 826548) 21 of 25 Tower Engineering Project Date Professionals,Inc. TEP o. 48167.21337 18:56:26 07/05/14 326 Tryan Rd. Raleigh,NC 27603 Client Designed by Phone. (919)661-6351 rown Castle FAX. (919)661-6350 mkirchner Sectiat Elevation Camponent Bolt BoltSize Number aximum Allowable Ratia Allawable Criteria No. Type Grade Of ad per Load Load Ratio ft in Bolts Bolt lb Allowab[e !b T13 30 I,eg A325N 1.500 6 7 816.602 119282.000 0.644 1 Bolt Tension Diagonal A325X 0.750 2 1 524.000 33495.000 0.314 1 Gusset Bearing T14 20 Diagonal A325N 0.750 2 1 948.100 17892.400 0.612 1 Bolt Shear Top Girt A325N 0.750 1 5 01.790 15768.800 0.374 1 Member Bearing Com ress"on Checks Leg Desi n Dat (Com ression) SecJion Elevation Size L L„ KUr A P„ �P„ Ratio No. P„ ft fr ft inz Ib !b p� T1 190-180 Pipe 2.5 STD 10.00 5.00 63.3 1.704 -14294.200 53865.898 0.265� K=1.00 T2 180-160 PIPE 3.5 STD 20.00 5.00 44.9 2.680 -61097.500 96872.297 0.631' K=1.00 T3 160-140 Pipe 5 ST'D 20.02 6.67 42.7 4.297 -121180.000 157400.000 0.770' K=1.00 T4 140-120 Pipe 8 STD 20.02 6.67 273 8399 -190038.000 330771.000 0.575' K=1.00 TS 120-113.333 Rpe 8 STD 6.67 6.67 27.3 8.399 -212672.000 330771.000 0.643' K=1.00 T6 113.333- Pipe 8 STD 6.67 6.67 27.3 8399 -235567.000 330771.000 0.712' 106.667 K=1.00 T7 106.667-100 Pipe 8 STD 6.67 6.67 273 8.399 -256715.000 330771.000 0.776 i � K=1.00 T8 100-80 Pipe 10 STD(SCH40) 20.02 10.01 32.5 11.966 -317710.000 461312.000 0.689' K=1.00 T9 80-70 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.966 -350805.000 461312.000 0.760' K=1.00 T 10 70-60 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.966 -383508.000 461312.000 0.831� K=1.00 T11 60-40 Pipe 12 STD 20.02 10.01 27.4 14.579 �49897.000 573746.000 0.784' K=1.00 T 12 40-30 Pipe 12 STD 10.01 10.01 27.4 14.579 -482710.000 573746.000 0.841 ' K=1.00 T13 30-20 Pipe 12 STD 10.01 10.01 27.4 14.579 -515124.000 573746.000 0.898' K=1.00 T 14 20-0 Pipe 12 XH 2O.02 10.01 27.7 19.242 -580543.000 756510.000 0.767' K=1.00 I P„ l�P„COritCO1S Diagonal Design D ta (Compression) - -- :i. :` � ._. - _ 'a , �_ - - ��-- -- ! � � � Pa e ��T��p Job Pasco County (VS) (BU 826548) g 22 of 25 ' Tower Engineering Project Date ' Professionals,b:c. TEP No. 48167.21337 18:56:26 07/05/14 326 Tryon Rd. Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 mkirchner Section Elevation Size L L„ Kl/r A P„ �P Ratio No. P„ ft ft ft inz Ib Ib �p Tl 190-180 L13/4x13/4x3/16 9.43 4.41 146.0 0.621 �329.020 6583.670 0.658' K=0.95 T2 180-160 L2x2x3/16 9 43 435 129.6 0.715 -8914.820 9562.730 0.932' K=0.98 T3 160-140 2L21/2x21/2x3/16x3/8 11.52 5.64 87.1 1.800 -12051.500 39132.000 0.308' K=1.00 T4 140-120 L3x3x3/16 12.91 6.00 120.7 1.090 -13023.400 16272.000 0.800' K=1.00 TS 120-1 13333 L3x3x3/16 1339 6.24 124.4 1.090 -13246.000 15534.400 0.853' K=0.99 T6 113333- L3x3x3/16 13.87 6.49 128.1 1.090 -13108.900 14802.000 0.886' 106.667 K=0.98 T7 106.667-100 2L3x3x3/16x1/2 14.36 6.93 88.6 2.1,80 -14670.600 45783301 0.320' K=1.00 T8 100-80 L3 1/2x3 1/2x1/4 17 41 8.18 136.4 1.690 -17069.100 20524301 0.832' K=0.96 T9 80-70 L31/2x31/2x1/4 18.10 8.56 141.4 1.690 -16419.301 19094.000 0.860' K=0.96 T10 70-60 2L3-1/2x3-1/2x1/4x1/2 18.80 9.11 100.2 3.375 -18595.199 64448398 0.289' K=1.00 Tll 60-40 L31/2x31/2x3/8 20.23 9.51 155.2 2.480 -19419.100 23249.900 0.835' K=0.93 T12 40-30 L31/2x31/2x3/8 20.96 9.88 160.1 2.480 -18516.199 21848.600 0.847' K=0.93 T13 30-20 2L31/2x31l2�c3/8x1/2 21.69 10.48 117.1 4.969 -21524.199 78174.000 0.275' K=1.00 T14 20-0 I.4x4�c3/8 23.19 11.01 156.3 2.860 -21896.199 26444199 0.828' K=0.93 1 P„ �$P„COritrOIS To Girt Design Data (Com ression) ' Section Elevation Size L L„ KUr A P„ �p Ratio No. P� ,f't ft ft in� lb lb �P Tl 190-180 L31/2x31/2x1/4 8.00 7.55 130.6 1.690 -1531.490 22313.500 0.069' K=1.00 T3 160-140 L3 1/2x3 1/2x3/8 8.00 7.67 133.9 2.480 -241.375 31241.301 0.008' K=1.00 T4 140-120 L3 1/2x3 1/2x3/8 9.67 8.96 156.6 2.480 -2348.750 22854.000 0.103� K=1.00 TS 120-113333 L4x4x3/8 11.33 1038 158.0 2.860 -1957 730 25883.301 0.076� K=1.00 T8 100-80 L4x4x3/8 13.00 12.01 182.9 2.860 -3867.220 19314.301 0.200' K=1.00 T9 80-70 LSx5x5/16 14.67 13.53 1633 3.030 -4027.330 25667.600 0.157' K=1.00 Tll 60-40 LSx5x5/16 1633 15.16 183.0 3.030 -5489.750 20429199 0.269' K=1.00 T12 40-30 LSx5x5/16 18.00 16.67 201.2 3.030 -5167.420 16908.100 0.306' K=1.00 KL,/R>200(C)-189 T14 20-0 LSx5x5/16 19.67 18.33 2213 3.030 -5437 770 13973.700 0389' K=1.00 KL/R>200(C)-210 -- - i� _ -- .1�. ---- ' �' � , , �T��p Job Page 1 Pasco Co nty (VS) (BU 826548) 23 of 25 Tower Engineering Project Date Professionals,Inc. TEP No. 48167.21337 18:56:26 07/05/14 326 Tryon Rd. Raleigh,NC27603 Client Desi ned b Phone:(919)661-6351 rown Castle 9 Y FAX.•(919)661-6350 mkirchner Section Elevation Size L L„ Kl/r A P„ �P„ Ratia No. P„ ft ft ft in� Ib 16 p ' P� /QP�controls Tensio Checks Leg Design ata (Tension) Section Elevatian Size L L„ Kl/r A P„ �P„ Ratio No. P„ ft ft ft in� Ib [b �p Tl 190-180 Pipe 2.5 STD 10.00 5.00 633 1 704 10939.100 70547.703 0.155' T2 180-160 PIPE 3.5 STD 20.00 5.00 44.9 2.680 53317.398 I 10933.000 0.481' T3 160-140 Pipe 5 STD 20.02 6.67 42.7 4.297 107359.000 177914.000 0.603' T4 140-120 Pipe 8 STD 20.02 6.67 273 8.399 170528.000 347729.000 0.490' I TS 120-113333 Pipe 8 STD 6.67 6.67 273 8399 191280.000 347729.000 0.550' T6 113.333- Pipe 8 STD 6.67 6.67 273 8399 212200.000 347729.000 0.610' 106.667 T7 106.667-100 Pipe 8 STD 6.67 6.67 273 8.399 231844.000 347729.000 0.667' , T8 100-80 Pipe 10 STD(SCH40) 20.02 10.01 32.5 11.966 286818.000 495377.000 0.579� T9 80-70 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.966 316486.000 495377.000 0.639' � T10 70-60 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.966 345773.000 495377.000 0.698' Tl l 60-40 Pipe 12 STD 20.02 10.01 27 4 14.579 404094.000 603569.000 0.670' T12 40-30 Pipe12STD 10.01 10.01 27.4 14.579 432722.000 603569.000 0.717' T13 30-20 Pipe 12 STD 10.01 10.01 27 4 14.579 460900.000 603569.000 0.764' T14 20-0 Pipe 12 XH 2O.02 10.01 27 7 19.242 516547.000 796629.000 0.648' � P„ I�P„COriti'OIS Diagonal Desi n Data (Tension) Sectiors Elevation Size L L„ KUr A P �P„ RaJin No. p„ ft fr ft inz !b 16 �p T1 190-180 L13l4x13/4x3/16 9.43 441 1023 0.378 4315740 16439.900 0.263' T2 180-160 L2x2x3/16 9.43 4.35 87.9 0.448 8850.970 19503.600 0.454' T3 160-140 2L21/2x2 1/2x3/16x3/8 11.52 5.64 87 1 1.104 11632.100 48019.898 0.242� T4 140-120 L3x3x3/16 12.91 6.00 79.2 0.712 12841.900 30973.400 0.415' TS 120-1 13333 L3x3x3/16 1339 6.24 82.3 0.712 13051.800 30973.400 0.421' T6 113.333- L3x3x3/16 13.87 6.49 85.4 0.712 13221.000 30973.400 0.427' 106.667 T7 106.667-100 2L3x3x3/16x1/2 14.36 6.93 88.6 1.424 14354.800 61936.500 0.232' T8 100-80 L3 1/2x3 1/2x1/4 17 41 8.18 92.6 1.103 16906.801 47999.500 0.352' T9 80-70 L3 1/2x3 1/2x1/4 18.10 8.56 96.4 1.127 16189.800 49019.102 0.330' T10 70-60 2L3-1/2x3-1/2x1/4x1/2 18.80 9.11 100.2 2.250 18275.301 97875.000 0.187' Tll 60-40 L31/2x31/2x3/8 20.23 9.51 1093 1.614 19201.100 70204.898 0.273' T12 40-30 L31/2x31/2x3/8 20.96 9.88 113.4 1.614 18204.801 70204.898 0.259' T13 30-20 2L31/2x31/2x3/8x1/2 21.69 10.48 117.1 3.234 21048.100 140695.000 0.150' T14 20-0 L4x4x3/8 23.19 11.01 109.6 1.899 21563.699 82602.398 0.261' l - �- -- 1� � - - � � , � � a �� Job Page Pasco County (VS) (BU 826548) 24 of 25 Tower Engineering Project Date Professionals,Inc. TEP No. 48167.21337 18:56:26 07/05/14 326 Tryon Rd. Raleigh,NC27603 Client Phone:(919)661-6351 Designed by FAX:(919)661-6350 Crown Castle mkirchner I Pu /$P�controls Top Girt Design Data (Tension) Section Elevation Size L L„ Kl/r A P„ �p Ratio No. P„ ft ft ft inZ lb Ib $�� T1 190-180 L31/2x31/2x1/4 8.00 7.55 85.4 I.150 1508.370 50038.602 0.030' T2 180-160 L31/2x31/2x1/4 8.00 7.55 85.4 1.150 28.724 50038.602 0.001' T3 160-140 L31/2x31/2x3/8 8.00 7.67 86.0 1.614 365.012 70204.898 0.005' T4 140-120 L31/2x31/2x3/8 9.67 8.96 103.2 1.649 2720.020 71734.203 0.038' TS 120-113333 L4x4x3/8 11.33 10.38 103.6 1.934 2209.620 84131703 0.026' T8 100-80 IAx4x3/8 13.00 12.01 119.8 1.899 4205.470 82602398 0.051 ' T9 80-70 LSx5x5l16 14.67 13.53 105.2 2.097 4267.900 91207.297 0.047' Tll, 60-40 LSx5x5/16 16.33 15.16 118.0 2.067 5846.800 89932.898 0.065' T12 40-30 LSx5x5/16 18.00 16.67 129.5 2.067 5506320 89932.898 0.061 ' T14 20-0 LSx5x5/16 19.67 18.33 142.2 2.067 5901.790 89932.898 0.066' 'P u /$P�controls Section Capacity Table section Elevation Component Size Critical P ¢Pa��a„, % Pass No. .h Type Element Ib !b Capaciry Fail TI 190-180 L.eg Pipe2.5ST'D 2 -14294.200 53865.898 26.5 Pass T2 180-160 Leg PIPE 3.5 STD 20 -61097.500 96872.297 63.1 Pass T3 160-140 Leg Pipe 5 STD 50 -121180.000 157400.000 77.0 Pass T4 140-120 Leg Pipe 8 STD 74 -190038.000 330771.000 57.5 Pass TS 120-113.333 Leg Pipe 8 STD 98 -212672.000 330771.000 64.3 Pass T6 113333- I.eg Pipe 8 STD 110 -235567.000 330771.000 71.2 Pass 106.667 T7 106.667-100 I.eg Pipe 8 STD 119 -256715.000 330771.000 77.6 Pass T8 100-80 Leg Pipe 10 STD(SCH40) 128 -317710.000 461312.000 68.9 Pass T9 80-70 Leg Pipe 10 STD(SCH40) 146 -350805.000 461312.000 76.0 Pass T10 70-60 Leg Pipe 10 STD(SCH40) 158 -383508.000 461312.000 83.1 Pass Tl l 60-40 Leg Pipe 12 STD 167 �49897.000 573746.000 78.4 Pass T12 40-30 Leg Pipe 12 STD 185 �82710.000 573746.000 84.1 Pass T 13 30-20 Leg Pipe 12 STD 197 -515124.000 573746.000 89.8 Pass T 14 20-0 Leg Pipe 12 XH 206 -580543.000 756510.000 76.7 Pass Tl 190-180 Diagona] Ll 3/4x1 3/4x3/16 9 �329.020 6583.670 65.8 Pass T2 180-160 Diagonal L2�c2x3/16 28 -8914.820 9562.730 93.2 Pass T3 160-140 Diagonal 2L2 1/2�c2,1/2x3/16x3/8 57 -12051.500 39132.000 30.8 Pass 64.8(b) T4 140-120 Diagonal L3x3x3/16 81 -13023.400 16272.000 80.0 Pass 83.4(b) TS 120-113.333 Diagonal L3x3x3/16 105 -13246.000 15534.400 85.3 Pass T6 113333- Diagonal L3x3x3/16 114 -13108.900 14802.000 88.6 Pass 106.667 T7 106.667-100 Diagonal 2L3�c3x3/16x1/2 123 -14670.600 45783.301 32.0 Pass 46.6(b) T8 100-80 Diagonal L3 1/2x3 1/2x1/4 135 -17069 100 20524.301 83.2 Pass T9 80-70 Diagonal L31/2x31/2x1/4 153 -16419.301 19094.000 86.0 Pass T10 70-60 Diagonal 2L3-1/2x3-1/2x1/4x1/2 162 -18595199 64448.398 28.9 Pass 393(b) Tll 60-40 Diagonal L31/2x31/2x3/8 176 -19419100 23249.900 83.5 Pass � � � : � • ; �� Job Page Pasco Co nty(VS) (BU 826548) 25 of 25 Tower Engineering Project Date Professionals,Inc. TEP No. 48167.21337 18:56:26 07/05/14 326 Tryon Rd. Raleigh,NC27603 Client Designed by Phone. (919)661-6351 rown Castle mkirchner FAX:(919)661-6350 Section Elevation Co�nponent Size Critical P ¢Pa��o„. % Pass No. .� Type Element [b lb Capacity Fail T12 40-30 Diagonal L3 1/2x3 1/2x3/8 194 -18516.199 21848.600 84.7 Pass T13 30-20 Diagonal 2L31/2x31/2x3/8x1/2 203 -21524.199 78174.000 27.5 Pass 31.4(b) T14 20-0 Diagonal L4x4x3/8 215 -21896.199 26444.199 82.8 Pass TI 190-180 Top Girt L3 1/2x3 1/2x1/4 6 -1531.490 22313.500 6.9 Pass 19.3(b) T2 180-160 Top Girt L3 1/2x3 1/2x1/4 23 26.247 50038.602 0.2 Pass 0.4(b) T3 160-140 Top Girt L3 1/2x3 1/2�c3/8 52 -241.375 31241.301 0.8 Pass 2.0(b) T4 140-120 Top Girt L3 1/2x3 1/2x3/8 78 -2348.750 22854.000 103 Pass 21.9(b) TS 120-113.333 Top Girt IAx4x3/8 102 -1957.730 25883.301 7.6 Pass ' i�.a ro) T8 100-80 Top Girt I.4x4x3/8 132 -3867.220 19314301 20.0 Pass 23.5(b) T9 80-70 Top Girt LS�c5x5/16 150 -4027.330 25667.600 15.7 Pass 34.3(b) Tl l 60-40 Top Girt ISx5x5/16 171 -5489.750 20429.199 26.9 Pass 37.1(b) ' T12 40-30 Top Girt LSx5x5/16 189 -5167.420 16908.100 30.6 Pass 34.9(b) T14 20-0 Top Girt LSx5x5/16 210 -5437.770 13973 700 38.9 Pass Summary L.eg(T13) 89.8 Pass Diagonal 93.2 Pass ('I'2) Top Girt 38.9 Pass (T14) ' Bolt Checks 85.9 Pass RATING= 93.2 Pass Program Version 6.1.4.1-12/17/2013 File:C:/Users/mkirchner/Desktop148 167 2 1337 Pasco County(VS)/826548_LCS.eri I 1 _. _- --- _ � __ _-- -- . _. � . � - � • � J July 6,2014 ' 190-ft Self Support Tower Structural Analysis CCl BU No 826548 TEP Project Number 48i67.21337,Application 249995, Revision 0 Page 9 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 6.1.4.1 � - - : , . - - � i.y �` _ r � � ,r� (PROPOSED) � (INST,N.LED) 130 FT IEYEL � (INSTALLED) (3) 1-3/16'TO 150 FT LEVEL (iz) t-s/e'ro �so Fr tEVa (sjsi-sja•�roB so�� .,_ LEG C LEC A •�� •��• o��•�• � � • � ��.. �INSTALLED) • �� (INSTALL.ED) 6) 1-5/B'TO 140 FT LEVEL • � (4) 3/8"TO 171 FT LEVEL � (7) 7/8"TO 171 FT LEVEL � • • t�2) i-s/s°ro �» Fr� � � � � � • � � � • ,. •- •� pNSrau.FO) �� , (14) 1-5/8'TO 190 FT LEVEL �• �• � �• � LEQ 8 BUSINESS UNR: 826548 TOWER 10:C_BhSEIEVEL �' � � � a July 6,20 i4 190-ft Self Support Tower Structural Analysis CCI BU No 826548 TEP Project Number 48167.21337,Application 249995, Revision 0 Page 10 APPEfdDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 6.1.4.1 � -- � -- �. = � � .• Anchor Rod Check for Self Supporti g Towers � C �WN TIA-222-G,Section 4.9.9 Rev.6.1 "�� C'�I � � J L Site Data Reactions BU#: 826548 Eta Factor, 0.55, Detail T e Site Name: Pasco Count VS U lift, Pu: 531:189 ki s A #: 249995 Rev.O ' Shear, Vu: 53.873 ki s Anchor Rod Data a�: in Qty: 6 MU=0.65*la�*V„ ft-kips Diam: 2.25 in Rod Material: Other Stren th Fu : 100 ksi Anchor Rod Results: Yield F : 75 ksi Max Rod(Cu+Vu/r�): 104.9 Kips Design Axial, �'Fu'Anet: 260.0 Kips * Rod Circle: in Anchor Rod Stress Ratio: 40.3% 'e: in '#of Rods 1 or 2 If Applicable; Mu= Pu x e: ft-ki s nchor Rod Results with Bendin Considered: 'On/y enter rod circle, offser(e)and number When the clear distance from the top of concrete to the bottom of anchor rods at the extreme fiber to of level nut excceeds 1.0 times the diameter of the anchor rod, consider if eccentric load due to leg the fol/owing interaction equation shall also be satisfied(see reinforcement exist Figure 4-4 of Rev. G): �Vu�$Rnv)2+I�Pu��Rnt)+�Mu��Rnm)�2<=1 A?�� 1A a,.�,,�� Rnv=�'�`0.45*Fub*Ab= kips j ��} B F3 �Rnt=�*Fu*Anet= kIPS ' �R�m=�*Fy*Z= ft-kipS Ica.irm�r t � tar�sce-�- 1� � i s�c�iera r�-�. SECTlb�; �-3 iDetail Type(a) Detail�ype(b� � �Z=0�H4 i��O.�� i � � �o' �o a ; C� �p �� ... �n,_ p � ��' � j _}�� ^tvtii ShA:F � .�.az,f Groui i`.o'!:r_!u—� -� ' CacR:6�-� �. ' f � ['°°''` "..'� ' �_' �{ � --•� L_....._.._.....�.._.• i � SEC�°IC.'N C-C ScCT[4h D-�3 iDetarl Type(c) f�e#ail Ty�� {dj Maximum Acceptable Ratio: 105 % "1`(�.?.55 (S<_e Nc:e 1 Celan•) �'s b�d Governing Stress Ratio: 40.3% Pass Figure 4-4 of TIA-222-G SST Anchor Rod Check For ev G-Rev 6.1 091912 � . _.. '_. --- 1 - �- • - • � `� . � � -o i� i it� �V �41 �'�q�y 'o E PASS PASS Pasco County(VS)(BU 826548) �/ P��so'"� Results Summary: LCi LC2 TEP�i: 48167.21337 Soillnteraction: 83.4% 65.2% Analysis: MCK 7/6/2014 Drilled Caisson Tool-Input Foundation Structural: 17.3% 32.6% Gheck: DTS 7/6/2014 Code Revisions:i TIA-222-G�AGI 31$-t�8 TowerType:; Self 5uppart� LCS LC2 Shaft Information Momenta kip-ft Diameter:, 6.CID 'ft Axial(download):�� 597.59 ?kip Projectian: Q.S� �ft Shear:� 59.75 53.87 :kip Caisson Length:= G2.50 +ft Axial(uplift): .�Mµ�. 531.14..,kip f'c:,. ...4.000 � ;ksi mm �� Maxec: 0.003� �in/in AxialSafetyFactors 4,aIL•_ � 0.t3 psf{Net� eearing:� 2.Q �P� __ _ S.F.:L._.. �_2.0 ! � Cage 1 Reinforcement Tie Bar Size:, , 4 _�(fy=60.OksiJ Ciear Cover to Tie:i 3.00 �in(Cage�=63.87inJ TieBarSpacing: 16.Q0 �in Vertical BarSize:; 9 � VerticalBarQuantity:� 26 �(p=0.639%) fy:i 50A. �ksi E:# 29,Ot7E} �ksi Design Paremeters Soil Depth(ft) Eff.Unit Weight Cohesion Fridion Angle� All.Skin Friction(ps� SoilType Layer from to (P� (PS�) (°) Download Uplift 1 Clay 0.00 3.00 110.0 0 0 0 2 Sand 3.00 12.00 110.0 3a.0 25(3 175 3 Sand 12.00 30.00 i15.0 � 25.0 750 525 4 Silt 30.00 ao.an 110.0 500 ID.� SO(30 75D 5 Silt A0.00 42.00 110.0 500 10.0 1�Q0 750 (AssumedJ / / %% / / / /// // / / /%� / /� / / / / / /%//% / // %/ %% %/ // %%/ %%% %�/ ///�/%%%//%%%/%/%%//%%% % // %%%% Notes: 1)Neglect lateral soil strength to a depth of: i)1/2Pier�=6.00ft/2=3.00ft ii)�.....n.....�._ _i i,�:.,iw�_ ��s. lil)r__,.__�,o ,._a_.:,.___,..,,. 2J Neglect axial soil strength to a depth of:3.00k 3)Groundwater=N/A , .� . i � `�� , ��y Pasco Coun ty(VS)(BU 826548) a� towEa � °"°`E'6O�""'�� TEP#: 48167.21337 Analysis: MCK 7/6/2014 Soillnteraction:LCl Check: DTS 7/6/2014 , Shear Diagram (k) Moment Diagram (k-ft) • -100.._------.._5.0...---._...._.�}-...,._...._...._ ��_-.._.._.._.__...�fl0 - —ZpQ_...---..__._��'—...._...fi00--'80D_.._-1000 — -----------�- -- �-------- -- -3 ��__�...._.._...--�- -_ -5 - - ------..__..__.. .._---6--�-----° ---- -6 . _-- ---_��_..� . -7 -8 - ---...._-- -- -- -9 ---- -- . »..-- -10 }q -il -12 --'� -13 - ---._...._._... '4 -14 -15 -16 �7 -17 ---=�8------ — -18 -19 2a -20 '4 -21 --- - ----- -22 -23 -�4 -24 ---- --�5- - -25 . �___. -------�-�--..._.. .._....._—��...... ..,.. .._ _.._.�.. .._...��.�--- -26 --�: -27 --�8 -28 ----29- ----- -29 - _.....�...—.— -30 —� 31 - --� -32 - --- --------...,3}-..___... _....�.._._._� -33 _....-- -- ---- —34 -34 -35 _36 .� __..�-----.______.... -37 8 -38 39 -40 --- -41 -42 -43 -44 ---....__.. ---------45--—....-------..._.. .._.._..— -45 Max Unfactored Moment: 826.8 ip-ft @ 20.27 below grade Additional Fador of Safety: 17.88 Capacity= 7_5% ASS - - - - � - - � - - � e � � i� R� E&1 l�\ � Pasco County(VS)(BU 826548) �s�a� TEP#: 48167.21337 Analysis: MCK 7/6/2014 Soil Interection:LC2 Check: DTS 7/6/2014 Shear Diagram (k) Moment Diagram (k-ft) , o . -80—._60.._.._._...._4Q--..._=2Q. ._}. �_.. ----z�__ ��_ __fp -1 �....--- ----200'--�---400--------5�0--.. ._..__.800 --------- _�_!. _.... _ _� .... ..----- ---.. ..—�_—.._.__....�.. .._...._._...----.. ..----- -3 : — -3 4-� — -4 - ----- �-� - — -5 - -...--- -- ----_._,..-----------------6�.-------.. ---... -- -6 ._.._..----------.. .._...------.._._.. -------.._-_-____--....---...----. ..__�.�_ 7 i — -7 - � -8 -9 �o ' -so �� : _ — -ii - -iz �i3-` -13 - -14 ': -14 - -15 ---� � -16 17 ' -17 — - -..._.i8'----------....- -18 ..._. _...._.._.. _....---------- -`--- '9�- -19 2fl--� -20 — 2 � -- -21 - - --- �.. ........-- ------- -22 ---- 23 � -23 — —24 . -24 - --- ------25-� ------..._------ -ZS ------�. �....---------._. ---.. .._�6.. �..----..__.. __....__.. ..--- -26 .. _..---_.�_..._.. .— ---..__.._..-----------...._.. 2� : -27 28 ' -28 --- 29...�..��.. -------�_-- _2g .. �....--- - ------....-- 3{l : -30 'i � -31 '2 - ----- -32 - --- _....-- —...---- 33-�--------- -33 ---._...._..---....---..._ ..------- ---...._. .._.._.. 4 ; -34 35 � -35 � ---36 ; -36 � : -37 38 ; -38 ; -39 -40 � -40 - - -41 -42 --Y3 ; -43 "4 ; -44 -----45_ —.. _...------ -45 -._._....---_ _---- -------...._...------.. ..-- Max Unfactored Moment: 745.5 kip-ft @ 20.27 ft below grade Additional Fador of Safety: 19.83 Capacity= 6.7% PASS � -- � -- � j � .� � � i� �\l �\y� '61p�q Pasco County(VS)(BU 826548) �P""�E�� TEP#: 48167.21337 Analysis: MCK 7/6/2014 Soil Interaction:Uplift/Download Capacity Check: DTS 7/6/2014 Ultimate Skin Concrete Layer Area Friction(k) �Fs �Fs Concrete Wt (ftZ) Down Down Wt� Replaced from to load �P��ft load Uplift (kips) (kips) 0.00 3.00 56.55 0.00 0.00 0.00 0.00 14.84 5.51 3.00 12.00 169.65 84.82 59.38 63.62 44.53 38.17 10.18 12.00 30.00 339.29 508.94 356.26 381.70 267.19 76.34 17.81 30.00 40.00 188.50 376.99 282.74 282.74 212.06 42.41 11.31 40.00 42.00 37.70 75.40 56.55 56.55 42.41 8.48 2.26 / / j // / j � �� / / / / / �. / / /�/ � � . � / / / LC1 LC2 Pu= 654.1 56.5 kip �Pn= 784.6 784.6 kip Uu= 0.0 369.0 kip �Un= 566.2 566.2 kip Download Capacity= 83.4% �7.2% UpliftCapacity= 0.0% 65.2% PASS PA55 � -- �- --- � � - -- - � - . • • � � s ;� i � w tl a� r o w E q Pasco County(VS)(BU 826548) �� s`�"'"G TEP il: 48167.21337 o� Analysis: MCK 7/6/2014 Reinforcement Capacity Check: DTS 7/6/2014 � • � 2.5 � • • • • 1.5 • • � 0.5 � --—�...�....__.__.�_.�.,..�.._........._...�__.._.._,_—.----........_--r-----,—�,.._.—�.—�--•— - .5 -2.5 -1.5 -0.5 0.5 1.5 2.5 3 5 -0.5 • • • • -1.5 • • • • • -2.5 • � � LC1 LC2 Vu= 76.1 68.6 kip Vc= 552.8 380.6 kip fy,tie= 60.p , Vs= 101.6 101.6 kip �Vn= 490.8 361.6 kip Capacity= 15:5% 19:09�0_ PASS PASS LC1 LC2 Mu= 826.8 745.5 kip-ft �Mn= 4770.4 2286.3 kip-ft Capacity= 17.3% 32.6%� PA55 PA55 � ,._ � - _._ � .- � I