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Home My WebLink About14-15768 CITY OF ZE HYRHILLS - � 5335-8T SfREET (sis)�s -oozo 15768 e -- BUILDIN PERMIT PERMIT INFORMATION - LOCATION INFORMATION � Permit Number: 15768 Address: 38122 HENRY DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: ADD/ALT COMMERCIAL Township: Range: Book: � Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-0080-OOA00-0070 Improv. Cost: 20,000.00 OWNER INFORMATION Date Issued: 12/04/2014 Name: CITY OF ZEPHYRHILLS _ Total Fees: 202.50 Address: 38122 HENRY DR Amount Paid: 202.50 ZEPHYRHILLS, FL. 33542 Date Paid: 12/04/2014 Phone: Work Desc: T MOBILE 3 ANTENNAS /3 RRU TO PLUG INTO EXISTING ANTENNAS CONTRACTOR S - APPLICATION FEES - ATLAS SOLUTIONS C BUILDING FEE 202.50 � , v �� 1 �_ �S,� r � S.� , �� - Ins ections e uired � � - - - FOOTER 2ND RO H PLUMB M C SULAT N CEILING_��.a FOOTER BOND DUCTS INSULATED S WER MISC. ROUGH ELECTRIC LINTEL MI C MISC. �� 1ST ROUGH PLUMB PRE-METER IN ULATION WALL MISC. '� DUCTS INSTALLED WATER MI C DRIVEWAY PRE-SLAB SHEATHING MI C. MISC. CONSTRUCTION POLE FRAME M C. MISC. REINSPECTION FEES: Reinspection fees will comply wi h Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following re ons: a)wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job 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 properly 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 properly. If you intend to ob in financing,consult with your lender or an attorney before recording your n tice of commencement." Complete Plans,Specifications Must Accompany Appli tion. All work shall be pertormed in accordance with City Codes and Ordinances. O OCCUPANCY BEFO C.O. W�� CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS ITHOUT APPROVED INSPECTION CALL FOR INSPECTION — HOUR NOTICE REQUIRED PROTECT CARD ROM WEATHER J �1,�� Li .CITY OF ZEPHYRHILLS, FLOI2IDA 5335 8TH STREET CONTRACTORS COMPLETION NAME: ATLAS SOLUTIONS DATE: February 26, 2015 ADDRESS 38122 HENRY DR PARCEL I.D. 02-26-21-0080-OOA00-0070 SUBDIVISION : City of Zephyrhills TYPE OF BUILDING : T MOBILE � ANTENNAS / 3 RRU TO PLUG INTO EXISTING ANTENNAS PERMIT'(s) 15768 � REMARKS : FINAL DATE: FEBRUARY 25, 2015 BILL BURGESS BUILDING OFFICIAL/ JEB �� '' C ROW N Crown Castle v CASTLE 4511 North Himes Avenue,Suite 210 Tampa,FL 33614 November 25,2014 City of Zephyrhills Building Department 5335 8�'St Zephyrhills,FL 33542 RE: Parcel#02-26-21-0080-OOA00-0070 Site Address:38122 Henry Dr,Zephyrhills T-Mobile#A2G0082A Crown BU#826548 Change of Contractor Request To Whom It May Concern, CCTMO,as owner,hereby requests that Richazd Lee Cullum,CGC062 25,be released as the general contractor of record for the above referenced permit. To the best of my knowledge,no work has been pe ormed on the site to date. Please allow Atlas Solutions Inc.,John D Mann,CGC060425 to assum all obligations under the permit and release all plans,permits and documents to them for completion of the work. Below are the points o contact for coordinating this change of contractor: Contractor Contact: i Atlas Solutions,Inc.(941)812-1764;Mike Redden E-mail:mikeredde atlassolutionsinc.net Crown/CCTMO Contact Kevin DePatie,Crown Castle Project Manager,Mobile(941)928-6813 E-mail:Kevin.DePatie(a�crowncastle.com Thank you very much for your assistance. State o F'lorida Sincerely, Coun of Hillsborough � The fo egoing instrument was acknowledged before me this Z� Kevin DePatie day of ovember,2oi4 by Kevin DePatie,Project Manager of Crown Project Manager Castle SA,Inc.,on behalf of the corporation. He is personally Crown Castle,Inc. known to me. ��'y?ii'(-� /� Signat re of Notary Donna R Moore Printe Name of Notary ,.�"::'%'�'�. DONNA R MOORE _,,�o�. .��; Commission S FF 123162 The Foundation for a Wireless World. :; P:; My Commission Expires CrownCa tle.com ''':;,;e��„ia May 14, 2018 826548/A2G0082A 813-780-0020 City of Zephyrhills P rmit Application Fax-813-780-0021 Building Dep Ament s" D;�e Received Phone ConWct for Pe itting 813 34z 3 8 52 /Owners Name CCTMO LLC(Crown Castle) Owner Phane Number 813-3 4 2-3 8 52 Owners Address 4511 N.Himes Avenue,Suite 210,Tampa,FL 33614 p�er Phone Number Fee Simple Titleholder Name City of Zephyrhills Owner Phone Number Fee Simple TitleholderAddress 5335.8th Street,Zephyrhills,FL 33542 4312 JOB ADDRESS 38122 Henry Drive.Zephyrhills,FL 33540 LOT# � SUBDIVISION Tyson PARCEL ID1F Z-Z6-21-0080-OOA00-0070 (OBTAINED FROM PROPERTY TA%NOTICE) WORK PROPOSED B NEW CoNSTR e ADD/ALT SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM X OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME STEEL Q DESCRIPTION OF WORK T-Mobile to replace(3)Antennas and ad (3)RRU's to existing tower(No Ground Work) BUILDING SIZE SQ FOOTAGE� HEIGHT � �BUILDING $ �� VALUATION OF T AL CONSTRUCTION QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ QMECHANICAL $ VALUATION OF M CHANICAL INSTALLATION QGAS Q ROOFING Q SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE EA QYES NO Atlas Solutions Inc./John D Mann BUILDER COMPAN ' SIGNATURE REGISTERE Y/ N FEE CURREt� Y/N Address z077 58th Avenue(;ircle East.Bradenton,FL 34203 License# CGC060425 ELECTRICIAN COMPAN SIGNATURE REGISTE Y/ N FEE CURRFI�' Y/N Address License# PLUMBER COMPAN SIGNATURE REGISTE o Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPA SIGNATURE REGISTE o Y/ N FEE CURREN Y/N Address License# OTHER COMPA SIGNATURE REGISTE o Y/ N FEE CURRFI� Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of En y Fortns;R-O-W Permit for new consWction, , Minimum ten(10)working days after submittal date. Require onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facili6es 8 1 dumpster;Site Work Permit for subdivi ions/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a L'rfe Safety age;(1)set of Energy Fortns.R-O-W Permit for new consWction. 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 projeds.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construdion. Directions: Fill out application completely Owne�&Contractor sign badc of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades ver$7500) " Agent(for the contrector)or Power of Attomey(for the owner)would be so one with notarized lelter from owner authorizing same OVER THE COUNTER PERMITTiNG (Front of ApplicaGon Only) Reroofs if shingles Sewers Senrice Upgrades A/C Fences(PIoU urvey/Footage) Driveways-Not over Counter if on public roadwdys..needs ROW 826548/A2G0082A I I I II I I I I I I I I I I II III II II I I I III II IIIII I III I I IIII II I I I IIII IIII ��_. 2014190889 • .� . Pertnit No. P rcel ID No 02-26-21-0080-OOA00-0070 NOTICE OF COM ENCEMENT ''' �� N f/1� State of Florida C unty of Pasco i m r. � �m.. THE UNDERSIGNED hereby gives notice that improvement will be made to rtain real property,and in accordance with Chapter 713,Florida Statutes, � � ' F"' the following infortnaGon is provided in this Notice of Commencement: I �� 1 Descri tion pf Pro erty: Parcel Identification No.TYSON SUB P8 4 PG 109 POR TR A DESC AS COM NE COR OF S 1/2 OF SW 1/4 TH 588DG I � � � SOMI�V15'WS%96.6FfTHS19.lOFT StreetAddress: 38122 Hen Drive Ze h rhills FL 33542 ' � I � 2. General Description of Improvement Replacing(3)antennas,and dding 3 RRUs � � . �..� --1� ; o .. � 3. Owner Information or Lessee infortnation if the Lessee contraded fo the improvement � �O� i� . CCTMO LLC Crown Castle forT-Mobile � n�� Name .- 4511 N.Himes Avenue,Suite 210 Tampa FL � f0 O , Address City State i � � Interest in Property: Leasehold Name of Fee Simple Titleholder. Cit f Ze h rhills � (If d'rf(erent ftom Owner listed abo e) 5335 8th Street Z�hyrhills FL ; Address City State 4. Contractor N A��as Solutions Inc. 2071 58tha�venue Circle East Bmdenton FL Address City State Contractors Telephone No.. 813-342-3552 �• i N D 5. Surery� N A ! O � r'- Name ' �� D I W� cn Address City State � 7� �' � A� Amount of Bond: $ Telephone No.• ir� m I�i�/�� 6. Lender. N/A i �+_ Name �� m o Address City State I�/�� Lenders Telephone No. i\i/3 a i N c� 7 Persons within the State of Florida designated by the owner u on whom notices or other documents may be served as provided by � �r+ o Section 713.13(1)(a)(7),Florida Statutes: � � N A I O m Name ��"'� '� � ,�f+ m Address City State r� o Telephone Number of Designated Person: I�+■ � -� � 8. In addition to himself,the owner designates N/A of_ ; o to receive a copy of the Lienors Notice as provided in SecUon 713.13(1)(b),Florida Statutes. j m � Telephone Number of Person or Entity Designated by Owner: 9. E�ira6on date of Notice of Commencement(the expiraGon date ay not be before the compleGon of consWcGon and final payment to the contractor,but will be one year from the date of recording unless a ifferent date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OW ER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAP R 713, PART 1, SECTION 773.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING 1WICE FOR IMPROVEMENTS YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FI ST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCI G WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Under penalty of perjury,I deGare that I have read the foregoing n tice of commencement and that the fads stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA I COUNTY OF PASCO Sign ure of Owner or Lessee,or Owners or Lessee's Aulhorized Offic r/Diredor r Mana Sign orysTiUe/Office The foregoing instrument was acknowledged before me this�day of �il�20 14,by ��V�h .S.�C�0�71� as (type of authoriry,e.g.,officer,Wstee,attomey in fad)for Crown Castle (namg.pf party o�w;b`half of wh�insVument was executed). (t \ ..�. __ /J Personally Known�OR Produced Identifica6on❑ Nota Signature t.t1u/vvY;� ��f Type of Identification Produced Nam (Print) �n�. � F'�o D�e ,�puny, ,,�,.*�"�l�n-. DONNA R MOORE g, �_ Commission# FF 123162 :°�''/o""P,� My Commission Expires May 14, 2018 wpdata/bcs/no6cecommencement�c053048 � � 4 • � ��,�� <. �:� r��C� � ` '+�, ' 'j;; 2! � _ City of Ze hyrhills BUILDING PLAN IEW COMMENTS Contractor/Homeowner: �6'I �4 �.S''�:/i�, Date Received: 0 Z 7 ` ' site: �3�J/ ?�Z ��ro' - Permit Type: �X�- ' ��C�� Approved w/no comments: Approved w/the below omments: ❑ Denied w/the below comments: ❑ This comment sheet shall b kept with the permit and/or p ans. � , � , - � Kalvin Swi r Pl aminer ate Contractor and/or Homeowner ' (Required when comments are present) �, e��-�saoozo City of Zephyrhills P rmit Application F�-s��-�eaooz� 826548/A2G0082A Building Dep rtment �{ Date.Received O.-Z7�� Phone Contact for Pe itting 813 34Z — 3 8 52 Owners Name ��TMO LLC(Crown Castle) Owner Phone Number 813-3 42-3 S 52 Owner's Address 4511 N.Himes Avenue,Suite 210,Tampa,FL 33614 pWner Phone Number Fee Simple Titleholder Name City of Zephyrhills Owner Phone Number Fee Simpte TideholderAddress 5335 8th Street,Zephyrhills,FL 33542 4312 JOB ADDRESS 38122 Henry Drive.Zephyrhills,FL 33540 LOT# � SUBDIVISION Tyson PARCEL IDq 2-26-21-0080-OOA00-0070 (OBTAINED FROM PROPERTY TAII 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 DESCRIPTION OF WORK T-Mobile los�fecw(3)Antennas and ad (3)RRU's to existing tower(No Ground Work) BUILDING SIZE SQ FOOTAGE� HEIGHT � �BUILDING $ 20,000 VALUATION OF T TAL CONSTRUCTION QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ `�, �/}� Fr „"�_-- QMECHANICAL $ VALUATION OF M CHANICAL INSTALLATION �� C1 U QGAS Q ROOFING Q SPECIALTY OTHER � �� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO O � � BUILDER � � OMPAN Crown Castle USA Inc/Richard Lee Cuilum ' SIGNATURE / '� REGISTER Y/ N FEE CURREt� Y/N Address 4511 N.Himes Ave.Ste 210 Tampa,FL 33614 License# CGC062125 ELECTRICIAN COMPA SIGNATURE REGISTER D Y/ N FEE CURREA Y/N Address License# PLUMBER COMPA SIGNATURE REGISTER D Y/ N FEE CURRFI� Y/N Address License# MECHANICAL COMPA Y SIGNATURE REGISTER D Y/ N FEE CURREA Y I N Address License# OTHER COMPA Y SIGNATURE REGISTER D Y/ N FEE CURRE� Y J N Address License# 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of En rgy Fortns;R-O-W Pertnit for new construction, Minimum ten(10)working days after submittal date. Require onsite,ConsWcGon Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster;Site Work Pertnit for subdivi ions/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety age;(t)set of Energy Fortns.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Require onsite,Construction Plans,Stormvrater Plans w/Silt Fence instailed, Sanitary Facilities 8 1 dumpster Site Work Pertnit for all new projects.All commeraal requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW consVuction. Directions: Fill out application completely. Owner&Contrador sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC upgredes ver 57500) " Agent(for the contractor)or Power of Attomey(for[he owner)would be so eone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plo urvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW � , r 826548 NOTICE OF DEED RESTRICTIONS: The undersigned unders ands that this permit may be subject to"deed"restrictions" vhich may be more restrictive than County regulations. The u dersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RES ONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be lice sed in accordance with state and local regulations. If the ' contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended contractor are unc rtain 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 ontractors, he is advised to have the contractor(s) sign ' portions of the"contractor BIocK'of this application for which hey will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly li ensed 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, a specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of permitting. It is further understood that Transportation Impac Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. I 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 WateNSewer Impact fees are due,they must be paid prior to permit issuance in acc rdance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a co y of the "Florida Construction Lien Law—Homeowners Protection Guide"prepared by the Florida Department of Agri ulture and Consumer Affairs. If the applicant is someone other than the"owne�",I certify that I have obtained a copy of e 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 onstruction,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 pertormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, an land development regulations in the jurisdiction. I also certify that I understand that the regulations of other govermm �t agencies may appiy 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-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management Distri t-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalis,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 t adjacent properties,the owner may be cited for violating the conditions of the building permit issued unde 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 PROPE TY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECO DING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S. 1 .03) OWNER OR AGE CON RACTOR (0�ubsc'be and swo (or affirmed) re m this S 'b n o o(or affirmed)befo e this by � � `�` Te�r�[c.�I o Who i are personally known to me or has/have produced Who'/are p rsonall o me or has/Fiave produced as identlfication. as identification. e�� l�.biw Notary Public W� Notary Public Commission No. �V � O'�� Com is' o. � � O T r� � Name of Notary typed,printed or stamped Nam of Notary typed,printed or stamped o.�pPY PUB� ROBIN J.LAW �°�;R'P;B��o ROBIN J.LAW 2 ;•'••, n * * MY COMMISSION#FF 026196 * * MY COMMISSION#FF 026196 EXPIRES:October 11,2017 N Q, EXPIRES:October 11,2017 N�qrFaFF�pP`�� BondedThruBudgetNotaryServices j'9TFOfF�pQ-\o 8andetlThNBudgetNotaryServfces � ° .,. , � .� . . ,. '�, Y- _;� ` , '' ��. , . OR 8K 4.099 P6 123� � ' '' ' �" --� 5 of 7 SlTE ID: A-2-G082-G SITE NAME:Ciry of Zephyrhills �� AMENDMENT N0.1 TO ITE AGREEMENT FOH LAND This Amendme�t No.1 To Site Agreement F r Land (°Amendment°) is entered into as of the date last signed by all parties he�eto, and mod'fiies and amen s that Site Agreement for Land dated Novembe�24, 1997 - and fully-executed on 12/10/97 (°Site Agreement"j, b and between the City of Zephyrhilis (°Owne�'). and APT Tampa/O�lando. inc..a Defaware corporation("APT'). NOW, THEREFORE, in consideration of the utual covenants contained herein and for other gaod and valuable consideration,ihe receipt and sufficie�cy of ich is hereby acknowiedged and agreed,the parties hereto � agree as follows: 1. Exhibit B to the Site Agreement is her by amended and restated as follows: The attached Exhibit B(pages 1 an�i )shail now replace the existing Exhibit B. Except as expressly set forth above, ail pro ions of the Site Agreement remain unchanged and in full force and effect. In case of any inconsistencies etween the temis and conditions contained in the Site Agreement and the tem-.s and conditions co�tained erein, the tertns and conditions herein shall control, and unless otherwise defined herein,have the same mean ng as in the Site Agreement. ' 1N WITNESS WHEREOF, each of the partie have executed this Amendment as of the date be(ow their respective signatures. WNER �t s: Clty of Zephyrhi/!s - ' . By: Print Name: .!—G Print Name:C�aa.atst. �.� 2-�� , n ,�� Print Title: �ou.NC'« �P,e,�-s,,k-�.�-r t�' Date: a-►s-qq Print Name:�o��/F �lJ��L�5'N.t��1� A Attest: � c�, �(J'.� Print Name: ,�)unA r�. � Pflnt Tltle: L'r rv C c�zK Date: �-rs y4 APT WiMesses• APT Tam rlando,lnc, 7. , By: Print Name: ��<<r��— Print Name: �,} r .-� Lrh � � 2. �. Print Title: 61�"u✓�'f l'a[r.'�r^'ti y �w.fy+; Print name: t.1tiC�otAS C_ �I�oUE� _ Oate: !�f/`�f� �c. C��1�s c��.�.. � 5�5 �`'� � 1:\ r u 1 n ' i ' nlLe a�FINAL TEMPLAT g o ps E g�neeringWetwork Operations�MfA Oper�Site Acqu st g EWmendment No.t.doc �t,�,h�¢�;�t1s,�-1 - ��o i . .�� . . • ' ` ' Site Na.A 2-G-082�ir �� B�4�''99 P6 1 c'�'33 � Site Namc:City of Zcphyr Hit(s 6 a f 7 REViS D EXHIBIT�I3" ag,e 1 af 2 ^ � . .�_._.__._...._-- -.__._._ � � t ..�.. . - ~ s.er�a�r�•w.Y+.i�1 _— `� �rw ••w r .�. . \ �� I� i �.IfRl�8(M� /^` ��.��_..::rC•r.:.'1 y �,.��—....--1 j .....r ` , 'RSAfMCf IA�E/B 4 C�1'�♦ {t£ � N f3'�` M.�11�Q �.,,�/ wsw�r MI w�F�.Fw�� yw�N� � � ~K � ' ��r � { ��NZ Kr H•�� 1 rw r Q ��"'.a ; �� N"��wG�� #�rw . 1 wr : � o��U� � r " '''� � Q� � '= `' .. � � �„R�r � �� ` �� i �� s 'a'r�i .rt«f �i'� £ � �� w � j �tKtiVf14 l�Lt' � . � r tlifl JM� �t�� :�� i� ° — «., � L � i .�.. .w.... �wp ��} 1�f Y�� .��.+�.� �� A . � � �1 '�...� .rs.� �� s i• ,,,,,'' i � ��,�,raw-Cq.usK w.:�r '� � r-'/ avusGfhK� ��'.r.. \ �':.r uwrt��` �r � � ! u��K 1� . � �„ � S�R70'/3'M t0011_) '�':;(�..w,y S tI't7br'• Hs.�oYh Seclion 2: Tovmsh{p 26 Sottth. Range 21 Eust ��! � iN!" 1 , ..____._ _------_.__.._.__ .. . , ,. . . - _ . � � , • .__. � OR BK 4099 PG 1�34 7af7 REVISED EX IBIT "B" � Page 2 of 2 LEGAL DESCRIPTION OF PROPERTY: PROJECT AREA ' A PARCEL OF LAND LYING iN 'I'NE SOUT 1/2 OF THE SOUTHWEST 1/4 OF SECTION 2. TOWNSHIP 26 SOUTH. RAN�E 21 EAS . PASCO COUN7Y, FLORIDA. ALSO BEING A PORTION OF NSON SUH�MSION, ACC RDING TO THE MAP OR PLAI" AS • RECORDED IN PLAT BOOK 4, PAGE 109. OF THE PUBLIC RECOROS OF PASCO COUMY� FLORIOA; SAID PARCEL OF LANO BEING ORE PARTICULARLY DESCRIBED AS FOI.LOWS; FOR A POINT OF REFERENCE� COMMENC AT THE NORTHEAST CORNER OF 7HE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTI N 2, TOWt�SHlP 26 SOUTN. RANGE 21 EAST� PASCO COUNTY. FLORIOA; THENCE S.88' '15"W.. ALONG 1"HE NORTH L1NE OF SAID SOUTH 1/2 OF THE SOUTHWEST 1/4 0 SAID SECTION �2. A D{STANCE OF 1796.6 FEET; THENCE S.00'00'00`E.. A DISTANC OF 19.1 FEET TO A POINT WHICH LIES ALONG SAID SOUTH R[GHT—.OF—WAY IINE; 'fHENCE S.89'18'10"W., ALONG SAID SOUTH RIGHT—OF—WAY LINE. 103.74 FEET TO A POINT OF BEGINNING;-THENCE S.01'44'49"W., 80.t FEET; THENCE S.53'43'42"W.. 21.6 FEET; THENCE N.88'15'11"W.. 76.3 FEE�'; THENCE N.00'00�44"W.. 89.3 FEET TO A POINT ALONG SAID SOUTH RIGHT—OF—WAY LINE; THENCE N.89'18'10"E.. ALONG SAIO SO H RIGHT—OF—WAY LlNE, 96.2 �EET TO THE POINT OF BEGINNING. SAID PROJECT AREA CONTAfNING 8539 S UARE FEET, MORE OR LESS. TOGEfHER WITH A NON—EXCLUSNE UTI EASEMENT LYING� SEVEN AND ONE—HALF FEEf TO THE RIGHT ANO SEVEN ONE—H LF FEET TO THE LEh7 OF A CENTERLINE BEING MORE PARTICULARLY DESCRISED 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 COUNTY, FLORIOA; THENCE S.88' 0'15"W.� AIONG THE NORTH LINE OF SAlD SOUTH 1/2 OF THE SOUTHWEST 1/4 O SAID SECTION 2. A OISTANCE OF 1796.6 FEET; THENCE S.00'00'00"E.. A DISTANC OF 19.1 FEET TO A POINT WHICH L1ES ALONG SA10 SOUTH RIGNT—OF—WAY IINE THENCE S.89'18'10"W.. ALONG SAID SOUTH RIGHT—OF—WAY LINE. 103.74 FEET; THE CE S.O1'44'49"W.. 80.1 FEET: THENCE THENCE S.53'43'42"W., 21.6 FEET; THEN E N.88'15'11"W.. 25.6 FEE� TO A POINT OF BEGtNNING; THENCE S.39'S8'06"W., 5 .35 FEET ?0 THE POINT OF TERMINATION. THE SIDELJNES OF EASEMENT TO BE SH RTENED OR PROLONGED TO MEE7' AT ANGLE POINTS ANO/OR BOUNDARY LINES. SAIO UTILITY EASEMENT CONTAINS 785 S UARE FEET, MORE OR LESS. � - - � ._. � . . � � �a�,�� M . P- � ' 9' , � � AGREE NT � This Agreement("Agnement")is entered in by and between The CTTY OF ZEPHYRHILLS,a municipality of the State of Florida,whose address is S 35 Eighth Strcet,Zephryhills,FL 33540-4312 (the "Owner")and APT Tempe/Orlando, ine., its successo and assigns ("APT'"),providing for the granting and leasing of ccrtain propaty interests on the follo ' tertns and conditions: 1. APT shall have �e rigf►t to udliu on the Owner's property located az T. Zephyrhills, Florida in the Co�mty of Pasco, and more particularly d 'bed on Exh�'bit"A" aaached hcreto ("Owner's Property") together with a non-exclusive right f access w Owner's Prnpeity as well as Owner's consent and permission for APT to connect suc electricity, telephone and other utilities as may be necessary for the purpose of testing a temporary unicatioas faciliry(the"Temporary Facility"). Such Temporary Facility shall be described on ibit"B"attached hereto. 2. T6is Agreement shall commence on the earli of thirty (30) days following execution of this Agreement by both parties or the day APT be ' operation of the Temporary Facility on Owner's PropcKy ("Cammencement Datd� and shall co tinue month to month thereafter until such time as Owner constructs a permancnt tower on the Own 's Property 6� Ht�-` To ��,�� Co�O S, 3. Owner and APT agree that Owner aad APT in the process of negotiating a permanerrt Site � Agreement for the lease of certain property 1 at 6217 8'h Street, Zephyrhills, Florida for the purpose of installing,removing,maiataining end �erating a communications facility,including a 197 foot self supporting tower. Upon execution f a permanent Site Agreement end compledon of consWction of the tower,this Agreement shall ' ate and the nlationship shall be governed by the permanent Site Agreement. 4. APT shall pay Owner the swn of per month, plus applicable sales tax,for the rights enumerated in ' Agrecmen� Such sum shall be payable monthly, in advance,beginning on the Commencement and on the first day of each month thereafter. If the Commeacement Date is on a day other the Srst day of the month, then such sum shall be prorated for the remainder of said month. 5. The following covenants and agc+eements are co ditions of this Agnement and are aclmowledged and agreed to by APT and Owner: A. APT agrees to repair at its sole cost and e any damage to Owner's Property caused by APT in connectioa with th� locstion, operati mainbenance of, and removal of the Temporary Facility, promptiy but ia no event later t thirty (30) days after receipt of written notice of damage by Owner. B. Owner nserves the right and privilege to Owner's Property affected by this Agreement for noimal purposes provided such use will ot interfere with the use or occupation of Owner's Properly by APT or APT's operations ereon, and provided also that �xcept in cases of emergency Owaa shall not have access the Temporary Facility unless accompanied by APT personnel. C. Owner agrees to cooperate with APT in i efforts w connect the Temporary Facility to electric, telephone, or other necessary u61ity servi at APT's sole cost and expense. Payment for said services to the Temporary Facility shall be PT's sole responsibility. . . • ; -- � D. 'fhis Agreement may be signed in counterparts y the parties hereto. E. RADON GAS:Radon is a nahually occurring radioacdve gas that,whcn is has accumulated in a � building in sufficient quantities,may present eahh risks to pe�sons who are exposed to it over time. Levels of radon thet excad fedcral an state guidelines have been found in buildings in Florida. Add�tional information regard'mg rad n testing may be obtained from your county public 6ealth authority. F. APT shall pay all personal property taxes ass against the APT Facilities aad ad valorem taxes assessed sgainst the Project Site�commencing in calendar year 1998 and continuing thereafter for the Initiel Term of the Lease and any rtnewals thereof. 6. UTILI77ES Paymea�t for electric service and for ephone or other communication services to the APT Facilities shall be APTs responsbility. Ouvner to cooperate with APT in its efforts W connect the APT Facilities to existing udlity service at APT`s . IN WITNESS WHEREOF,t6e parties hcreto bind thcroselves to this Agireement on the date and year above last written below. Owner Witneseea: City otZephyrhllb . � 1. ��. � �`-' � PrintN e: S�U F.r��na BY� ' � N e:Alan B ' 2. Title:City Co il President tN e: �� /�i�7�I�?Lva�►�N , , .ltlest: Address of er. Print Name: inda�oan Print Title:City Cleric 5335 Eighth Street [Corporate Seal] Zephyrhills,FL 33540 Date: -�- -r'1 Telephone No.: Facsimile No: Federal ID No.: � , � • ' ' - ,� , � .,� APT Wi ea; APT Tampa/Orlando,In�. � 1. Print a . ��„�n r"j By: Name:Ton cDowell 2, ' Tide:Dinctor of Engineering and Priat Name: �� Operations and Authorized Agent for '�' APT Tampa/Orlando,Inc. STATE OF FLO A COUNTY OF '(.!� The foregoin Agreement was aclrnowl g ,before me on the��day of 1997 by �• �A as c� of The City of Zephyrhills,a municipality of the Scate of Florida.AelSi�e is personally known to me or has produced as identification. _ commission exp' s: . -��'^' _ S' � Notery blic-State of Florida N ��• I,N�A�� Commission Number: L� CS'�� [$Cel] =r. . lAV�16�7000 eo�tN�u11�M�IMt1�.� STATE OF FLO COUNTY OF I� The foregoing Agreement was aclmowledg before me on the�day of 1997 by Tony McDowell, as Director of Engin g and Opeiarioas and Authorized gent of APT Tampa/Orlando, Inc., a Delaware corporation. e is onally la►own to me or 6as produced as identification. My wmmission expins: No Pu lic-State of Florida Comm ' n Number: [Seal] °A`"" ST MY Comm y1�I2001 9anded 9Y Se+�lce ka l�10• 7810 ��[)OVNrI.D. � ti , , , . ' � •i � � .... . ., ; ' 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�i�rir►,(iw , 1997, by and between CITY OF ZEPHYRHILLS, a municipality of e State af Florida,whose address is 5335 Eighth Sheet, Zephryhills, FL 33540-4312 ("Owner") and APT Tampa/ rlando, Inc., a Delaware corporation, whose address is 8410 W. Bryn Mawr, Suite 1100, Chicago, IL 6d631-3486("APT'), provides for the granting and leasing of certain properiy interests on the following tertns: 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 ed and granted by Owner (individualty and collectively, the"Project Site")shall include the following: [X] Real property comprised of approximatel 2,500 square feet of land("Premises'); [X] Non-exclusive easements required to ru , maintain and operate util'ity lines and cab(es on and to the Premises;and [X] Non-exclusive easement across Owne Property (hereinafter defined) for access, ingress and egress to the Premises • IN OR UPON THE Owners reai property(°the ner's Properiy"), 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 i this Agreement. The Project Site is depicted and legaily descrit�ed on said Exhibit "B", attached hereto. Ail i rovements made to the Project Site pursuant to this Agreevnent shall be known hereafter as the"APT Faciliti °. 2. TERM. The term of this Agreement shali be fiv (5) and a fraction years, with the first year commencing on the date APT begins construction of the APT Facilitie ("Commencement Date")and terminating on the 31"day of December following the flfth annual anniversary o the Commencement Date (the "Initial Term"), unless otherwise terminated as provided in Paragraph 9. APT hall have the right to extend the term of this Agreement for four(4�successive five(5)year periods(the"Rene I Terms") on the same terms�and conditions as set forth herein. This Agreement shall automatically be extend for each successive Renewal Term on such same tertns and conditions, unless APT no6fies Owner in writing of its 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 pay ents of on the first day of January, April, July and October, tog ther with any applicable sales tax. If the obligation to pay Rent commences or ends on a day other than the first d y of the quarter, then Rent shall be pro�ated on the basis of a ninety(90)day quarter and shall be delivered within 20 business days from the Commencement Date. B. For any Renewal Tertn, APT shall pay ent in the amount of Rent to be paid during the previous term (whether the Initial Term or a Renewal Term), inc ased by an amount equal to a percentage of the Rent to be paid during such previous term, which percentage i crease shall be computed and established for the enti�e current Renewal Term at the beginning of each such enewal Tenn by multiplying the numbe� of years in the previous term(whether the Initial Term or Renewal Te )times C. Rent shall be paid electronically via lectronic wire transfer, direct deposit or other paperfess means into a bank account to be designated by Owne . Owner may from time to time, designate another bank account for the deposit of Rent provided the request i made in writing and received by APT at least sixty (60) days in advance of any Rent payment date. R:1Lega1�MAIL MERGE DOCUMENTS�Basic Package Do mentslMM_Conditional SA Land Revl 042397.doc 1 11/19 � �-�-._.__ ....,._._--- - . , ., ., • . . , • �'� . , _... , , ._ : : SITE ID: A-2-G-082-G ' SITE NAME:City of Zephyrhills • 4: USE. The Project Site may bP used for the pu ose of installing, removing, �eplacing, maintaining and operating a communicatlons facitity, including but not li ited to, a 197 foot self supporting towe�, generally in, under, on and above the Project Site as shown on F�c ibit "B", subject to such modifications and alterations as required by APT (�rollectively, the "Gomrriunications Fa 'lity", which Communications Facility. without limitation, shall constitute a po�tion of the APT Facili�es), provided at APT shall not be cequired to accupy the P�oject Site. Owner shail provide APT with twenty-four(24)hou�,sev n(7)day a week,year,around access to the Project Site. APT shall pay aN personal property taxes assessed ag inst the APT Faalities and ad valorem taxes assessed agai�st the P�oject Site, commenang in cale�dar year 998 and oontinuing thereafter for the Initial Term of the � �ease and any renewals thereof. Owne� shail timely y all real propeity faxes and assessments against the Owners Property, but not the �roject Site. APT shall not allow any construction or materialmen's lie�s to be placed on the Project Sfte or Owners Property as a resu t of its worlc on the Project Site. APT, its agents and oontractors, a�e hereby g nted the right, at APTs sole cost and expense, to enter upon the Owner's Property and conduct such studies s APT deems necessary to determine the Project Site's suitabi(ity for APTs inte�ded use. These studies may in ude surveys, soif tests.environmental evaluations, radio wave propagation measurements, field strength tests and such other analyses and studies as APT deems necessary or desirable. Ow�er shail cooperate with T and execute ail documents required to pertnit APTs intended use of the Project Site in compliance with zoni g, land use, buiiding and any other applicable regulations, whether local, state or federal in nature. Owner hereb appoinfs APT as its agent and attcmey-in-fact for the limited purpose of maki�g such filings and taking such a 'ons as a�e necessary to obtain any desired zoning,land use approvals, building pennits and/or any other applica !e permits and approvals. 5. UTIUTIES. Payment for elecaic service and f r telephone or other oommunication services to the APT Facili6es shal{ be APTs responsibility. Owner agrees to cooperate with APT in its efforts to connect the APT Facilities to existing util'�r service at APTs expense_ 6. REMOVAL OF APT FACIUTIES. All persona property and trade fixtures of APT shal{ be removed by APT upon the tertnination of this Ag�eemenL Within thi (30) days of the expiradon or eariier teRnination of this Agreement, APT shall retum the Project Site to the co dition existing at the time of this AgreemenYs execution, �easonable wea�and tear a�d loss by casualty, conde nation and other causes beyond APTs control excepted. Notwithstanding the foregoing, upon expiration or ea�fie tertnination of this Agreement,APT shall not�be required to remove any foundation more than two(2)feet below rade level. 7. 1NSURANCE. APT shall maintain commercial eneral liability insurance insuring APT against liability for bodily injury, death or damage to personal property ari ing out of use of the Project Site by APT, with combined single limits of Owner shall maintain oommercial general liability insurance insuring Owner against liability far bodily inju , death or damage to personal property arising out of its ownership, use and management of the Project Site a d Owne�s Property by Owner and Owners agents, with combined single {imits of . Any policy required to be obtained by a�y party hereto pursuant to this Paragraph shall co�tai a waiver of subrogation in favor of the other pa�ty hereto, to the extent required under Paragraph 10, lndemnity. 8. CONDITION OF PROPERTY. Owne�represe ts that the Owners Properfy and all improvements thereto, a�e in campliance with all buildi�g, lifelsafety, a�d othe� laws, ordinances, rules and regulations of any govemmental o�quasi-govemment authority. 9. TERM/NAT/ON. This Agreement may be t inated by APT at any time, in its sole discretion, by giving written notice thereof to Owner not less than 30 days pri r to the Commencement Date. Furthe�,this Agreement may be terminated by AP� immediately, at any time, upon iving written notice to Owne�, if: (a) APT cannot obtain all govemmental ce�tificates, permits, licenses or otfier approvals (collectively, "Approval") required and/or any easements required from any third party; or(b)any App oval is canceled, tesminated,expires or tapses; or(c)Owner fails to deliver any non�isturbance agreement or suborcl na6on agreement required by APT;cr(d)Owner breaches a representation or warranty co�tained in this Agreement; or(e) Owner fails to have proper ownership of the Owners Property and/or the Project Site and/or authority to ente into this Agreement; or(�APT detertnines that the Owners R:�L,ega11MAIL MERGE DOCUMENTS�Basic Packase D uments�iviM Conditional SA Land Rev! 042397.doc � 2 11/21 J � . . t, • 1 � � '1 i +i �� SITE ID: A-2-G-082-G � ' SITE NAME:City of Zephyrhilis Property contains substances of the type described in Secti n 11 of this Agreement, or(g)APT determines that the Project Site is not appropriate for its operations for economi , environmental or technological reasons, or(h) Ovmer fails bo provide to APT complete and correct oopies of any g und lease or other document pursuant to which Owner holds title to the Owne�s Property. Such termination shall t constitute a waiver of APTs rights under Paragraph 15 of this Agreement 10. INDEMN/Tl! Owner and APT each indemnify th other against, and hold the other harmless from any and all costs (including reasonable attomey's fees and xpenses) and claims, ac�tions, damages, obligations, liabil'�ties and liens which arise out of(a)the b�ach of thi Agreement by the indemn'ifying party; and (b) the use and/or occupancy of the Project Site, or the balance of Owners Property, by such indemnifying party. This indemn'ity shall not apply to any claims, acGons, dama es, obligatlons, liab(IiUes and liens arising from any negligent or intentional misconduct of the indemnified party and shall survive the termination of this Agreement 11. HAZARDOUS SUBSTANCES. Owner represe ts that Owner has no knowledge of any substance, chemical, or waste on the Owners Property that is identl as hazardous, toxic or dangerous in any applicable f�ederal, state or local law, ordinance, rule or regulati ("Hazardous Substances"). Owner shall hoid APT harmless from and indemnify APT against any damage loss, expense, response costs, or liability, including consultants' fees and any legal and court costs and a meys' fees resuldng from the presence of Hazardous Substances on, under or around the Owners Property or esulting from Hazardous Substances being generated, stored, disposed of, or transported to, on, under, or a und the Owne�'s Property as long as the Hazardous Substances were not generated, stored, disposed of, r transported by APT or its employees, agents or contractors.The temns of this paragraph shail survive the xpiration ar ea�lier tertnination of this Agreemen� 12. CASUALTY/CONDEMNATION. If any portion of e Oumers Property, Project Site or the APT Facii'�ties is damaged by any casualty and such damage adversely a APTs use of the Project Site or the APT Facilities, or if a condemning authority takes any portion of the Owners Property and such taking adversely affects APTs use of the Project Site or the APT Facilities, this Ag�eement sha I tertninate as of the date of the casualhr or the date on which title vests in the condemning autfioriiy,as the case y be if APT gives Hrritten notice of the same within thirty (30)days after APT receives notice of such casualty or ta 'ng. The parties shall be entitled to make claims in any condemnation proceeding for value of their respective int ts in the P�oject Site(which for APT may include,where applir,�ble, the value of the APT Facil'ities, moving expen , prepaid rent, and business dislocation and relocation damages). Sale of all or part of the Project Site to a pu aser with the power of eminent domain in the face of the exercise of the power shall be treated as a taking by conde nation. 13. WAIVER OF OWNER'S LlEN. To the extent rmitted by law, Owner hereby waives any and all lien rights it has or may have, statutory or otherwise, conce ing the APT Facilides 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. QUIET ENJOYMENT. APT, upon payment of th Rent, shall peaceably and quietly have, hold and enjoy the Project Site. If, as of the date of execution of this greement or hereafter, there is any mortgage, or other encumbrance affecting Owners Property, then Owner a rees to obtain from the holder of such encumbrance a Subordina�on, Non-Disturbance and Attomment Agree ent 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 q ality of the communication services being rendered by APT from the Project Site. Except in cases of emergen , Owner shall not have access to the Project Site unless accompanied by APT personnel. 15. DEFAULT. Except as expressty limited herein, Owner and APT shall each have such�remedies for the default of the other party hereto as may be provided at aw 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 Own r and subject to all applicable cure periods provided to Owner in this Agreement ( and if no such notice and ure period is provided, following thirty (30) days written R:U.ega1�MAIL MERGE DOCUMENTS�Basic Package Doc entsU�iM Conditional SA Land Revl 042397.doc 3 1 I/19 � , • , � ' ` �� — — , : � SITE ID: A-2-G=082-G ' ' SITE NAME:Cit�l of Zephyrhills 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 defauit 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 Own under this Agreemen� 16. MISCELLANEOUS. A Owner represenffi and warrants that Owne has full authority to enter into and sign this Agreement and has good and marketable title to the Ow�ers Properly. B. APT represents and warrants that ft is d ly aut�orized bo do business in Florida and that the undersigned signatory far APT is fully authorized by APT to e ter intio this Agreement on behalf of APT. C. This Agreement supersedes all prior dis ssions, nego�ations and agreements beiween the parties herebo and contains all agreements and unders ndings between the Owner and APT regarding the subject matter of this qqreement This Agreement may nly be amended by a writing signed by both parties. Exhibits"A"through"C"are hereby incorporated into this A reement by reference. � D. This Agreement may be signed in counte arts by the parties hereto. E. The terms and conditions of this Ag ment shall extend to and bind the heirs, personal representatives,suxessors and assigns of Owner and AP . F. The prevailing party in any action or pr ing to enforce the terms of this Agreement shall be entitled to receive its reasonable attomeys'fees and othe reasonable enforoement costs and expenses from the non-prevailing party. G. Simultaneously herewith or on or before the Commencement Date, Owner shall execute and acknowledge and deliver to APT for recording a memora dum of this Agreement("Memorandum") in the form of Exhibit "C". Owner hereby grants APT permission to insert the effective date of this Agreement into the Memorandum after execution of the Memorandum. H. APT may assign this Agreement or subl t the Project Site (in whole or in part) at any time and from time to time without Owners consent. 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 U ited States Mail, postage prepaid, certified or registered with retum receipt requested or by any nationaliy-recog ized ovemight courier service to the address set forth beneath the signature of each party below. Any such no ce shall be deemed given when deposited in the United States Mail or delivered to such courier service. J. This Agreement shall be construed in a rdance with the laws of the State of Florida. K. Each party agrees to fumish to the other, within ten (10) days after request, such truthful estoppel information as the other may reasonably request. L. Owner and APT each represent that the have not been represented by a real estate broker or ' other agent in this transaction. Each party shall indemn and hold the other party harmless from any claims for commission,fee or other payment by such broker or any ther agent claiming to have represented a party herein. M. Tower shall be free of all material and m chanics liens. N. The parties hereto warrant and represe t, each to the other, that the matters of fact contained herein are true and accurate. R:U.ega11MAIL MERGE DOCUMENTS�Basic Package Docu entsV�iM_Conditional SA Land Revl 042397.doc 4 11/19 'I , �. , ' � 7 •� � " �. SITE ID: A-2-G-082-G ' ' SITE NAME: Cily of Zephyrhills O. RADON GAS: Radon is a naturaliy occu ng radioactive gas thak when it has accumulated in a building in sufficient quanfities, may present health risks persons who are exposed to it over time. Levels af radon that exceed federal and state guidelines have be found in bulldings in Florida. Addfional inf�ormation regarding radon and radon tes6ng may be obtained from y ur oounty public heaith un�. P. APT has the right but not the obiigation m time to �me to pay any taxes, judgments, liens, '�assessments and/or any other charges outstanding whic are levied upon Owner or the Owner's Property and whlch are or in�e fuWre could become liens upon the ner's Property, in whote or in any part(individually and collectively, "Liens'). In the event that APT satisfies or s any such Liens, in whole or in part, APT shall have the right but no duty to set off aad offset any and al1 amou ts so paid againat Rent and any other sums payable or to bec:ome payable_pursuant to the terms of this Agreemen ("Rerrt and Other Charges'). If APT elects ta set oif or ofFset the amounts paid by APT against Rent and Oth r Chargea, immediately upon demand, Owner shall reimburse APT for ail sums paid by APT which exc�ed uch Rent and Other Charges. In the event that APT elects not to set off or offset the amounts paid by AP against Rent and Other Charges, immediately upcn demand.Owner shaif reimburss APT for all amounts paid APT. APTs rights to satisty or pay Ifens(in whole or in part)and then to set off and oftset as described in this ubparagraph include the right of APT to pay and set off and offset any and all attomay's fees incuRed by APT in nneation with mawng such payments and/or obtaining such full or partial satisfac�ons. Q. Co-location As�reemsnts. APT shalt permitted to enter into agreements with third parties whe�in such third parties are permitted to oo-locabe on t Communications Facility (a"Co-toca�on AgreemenY). The following shall app{y with respect to any Co-locablon reement entered inbo 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 all amounts collected as rent•under the terms of such Co-location Agreemen� The e amourrts shall be due and payable to Owner within iwenty {20) days after such amou are coltected by APT. Failure to make any such payment to Owner shall be considere a default under this agreement and shall entitle Owner to the same rights as in the event of default in the payment of Rent 2. No Co-loca�on Agreement signed b AP7 shall extend beyond the Term of this Agreernent without the Owne�s pricr written nsent, which shall not be unreasonably withheld or delayed. If APT elects to extend thi Agreement for one or more Renewai Terms, then, no Calocativn �greement executed by APT shafl extend bByond such Tertn, as extended. In the event that APT terminates this Agreement prior to the end of either such period as permitted under the temns of Parag ph 9, APT shall immediately assign any and all surviving Co-location Agreements to Owner, ich assignment shall be effective as of the tennina6on date of this Agreement R:V.ega11MAIL MERGE DOCUMENT'S1Basic Package Doc ents�IViM Conditional SA Land Revt 042397.doc S 11/19 .' �I . , ,� i -.... +. � SITE ID: A 2-G-082-G ' ' SITE NAME: City of Zephyrhills IN WITNESS WHEREOF,the parties hereto bind emselves to this Agreement on this �`f�day of_ �G�r 1997. OWN R W/tnesaes: CITY OF ZEPHYRHILLS,a municipality of ths � State of FI da t. s7�vt� � By: P�int � •T i�� Alan B ,City Councit President � 3ocial Sscurity o: - rint N e• d S . J!/r.w/� Date: ��a�' �7 / !, � Attes . ;•✓ .��-"� Print Name: S �"w Lin a Boan, City Clerk Social Security No: Z '/ rint Na : wn�s • I'�'� :V�i Dats: /l-a 't-�1� Addross of Ownsr. 5335 Eighth Street Zephryhills, FL 33540-4312 Telephone No.: Facsimile No.: A WlMesses: APT TAMPA/ORLANDO,INC. 1. ' _ � By: ' Print Name: T R. McDowell -. lts: DlrecMr Engineering and Operations 2. 1�QQ C. �. and Authorized Agent Print Name: :S ,i►�.�ac�1� C. v Co�E�. [Corporate Seai] Addreaa of APT: Real Estate Department Date: loZ.•/ D . �7 American Portable Telecom, Inc. PO Box 31793 Chicago, IL 60631-0793 w�rh Copy ro: APT Tampa/O�iando, Inc. Real Estate Manager 5907-B Hampton Oaks Parlcway Tampa, FL 336i0 R:1Legal�MAIL MERGE DOCUMENTS1Basic Package Doc entsVvlM_Condirional SA Land Revl 042397.doc 6 11/19 •a. I � , .._._.---- _._. ..._ ._____.___.____._.._------ I � , � . � . ' - • , ,. , ..r . •� — ' SITE lD: A 2-G-082-G � SITE NAME:City of Zepfiyrhills EXHIBIT"A"TO SI AGREEMENT LEGAL DESCRIPTION OF THE OWNER'S PROPERTY: ps�uaosx�l ' �Af Jt�AIORINN�'S►CQt1�1�OF 7NE S�0lJJf� J/2 OF[IE SOUhi1ME3T 1/4 ' Of 5�110l�!�, TnW+fSfiP 2B SGUJf� 2� f�IST. 1N A15C0 OOUNtY. A+Gft� RhW N 8550'fS E 687.52 fEfT AL�iC IYOR�H fJ�E OF J�90U�1'! f�`l aF 711E SW�iAYESr �/4�SfCR�f.4. S�!!1N 25 fFtT IaR 4 POM(f OF � Tl�fElJIU�M 8�30'1�2QD F�T i!�StitJTil 10(IXff-OF-Y41Y i1fE� f�]VR!'D(dIV� $�fh'L�317UIH?00 fEtT. S BSSD'f5' W, 200 fEET. 7tE71UCF Jt'�lIN ZQO fEkT Td iiE?OfNF BF7�fNG. 8E1VC�i f'DADOl�!OF J1'S�fxN SiJ�DIVl�Qf� AS 10E1�fa�FW 6iDWl 4. PAC� l00.' - PA�O CalXPlY� !t is agreed by Owner and APT that the proper and p ise lega!description for the Owner's Property wrl!be corrected, if necessary, and that the correct Iegal des 'ption may be placed on this Exhibit'A"and/or fhat this Exhi6it'A'may be repfaced to reflecf such proper and precise legal description 6y APT unilaterally. . R�L.ega�MAIL MERGE DOCUIviENTS�Basic Package D uments�IvlM Conditional SA Land Revl 042397.doc ` 7 t i/19 �. _ , , , . ----___ ..._,---_.__......__. - - - . ,- •� , ,_ , • SITE ID: A 2-G-082-G � � SlTE NAME:City of Zephyfiills EXHIBIT"B"TO S AGREEMENT Page� of 2 SKETCH AND DESCRIPTION OF THE PROJECT SlTE.• �� t 1Mncn.oF av�o lrmc N af soulx rin9ao � .��ao� A lqQlpM� �A�G W �fM OR HAi AS - i�Q�!f llAf�OK f,RIQE tQ�.Of 11'� 1�5 OF iK51b CONIIf; fi�Rd1 9W lKp�OF IA�D�1N"IOt� OE9�D RS�lD�S� fOt A ib0lf�1�G�RE'�li Ar L�OtIA[R aF RE S�11iH 1/z OF A[SOUGHMFSf 7/��T�lYz�fB� SnlRiG NU,RE 2t FASL MS�Cbl�17Z R�� A61�Irif J!AS3�'IT u�NC�!E 1�RJH f1iE QF aYD S�flRf 1/t OF AE SOH�II�Sf 1/f� 2 A p6R/CE�f6732 rrFx��nw s oe�ooac e e ais�uoE a �u a ria�rr Rror eEs aaNC aE��v u�a��r a� cn�sr� s mroro�t�oemwi,�oa�as��uier� w�voo+oo�� A�SGGCE OF�L�' i�'f ip A lOM7� o��s orN�w, A OSLY�Q'JQ�i8�7:dE7KE�S BISf $A aSLfILE�'i!i ��OF N�OYi�Of�.Td.i�f�7:IIQ� �1�A�Gt A OfSA1NCE a 92�/tE7�AE.PL�fr L� SAD f�l ARfA COdIGI(i16?S00 S17f0Y�ftEy CR� TD�11ER 1NAI A lIGAf-0�/I119Y£�ifXST ElSE1tBQ Nd�/�PIA� UfC SEiE7f MD d�-,fNlF iEET i0 7iE AOQ �N rUl�Q[�-fNIF fEET i W!IE lEt7 Of A C�fJF7�liE�7Y('i� DE�AS F�lOY'; FOR A F1aNf OF l�f�C��NG'E A�OIE OOI��R OF f!E SU�/!k 1/2 OF RE 50WMIFSf f/t�56970M Z R'7�16�P �RVN.�21 FAS� A�tSL'0 f�AflY,ft.piGt QB�t7E I�If N�SO'fS ALOiftG RE lYOIQJN!�F �SAD S01lM J/!QF R�97fl7N11ESf J I� 2 A OISWiCE OF f67.S2 f�AFNLE R!N S QOW'tl�6 A � fF�T W�l l�Kf�IIOf!�S ARAf�,6E SO�rtN R/iN i1fE�fE1VtY ORAk. CONIY�{IE S 00'07ti0'��tN�R,E OF It76 f�i1fiRF N 4?00�0'E li ' A6fAlRf OF![20 i�ET i�A K�(f C��L7Ni1N� CAY�If1E U lQ00�7�A 06GIFLE�StAiS fEf7 IfE�E N�OL?E A 05fMCf OF lS15 iff7 REJM.M:€led�Ii 00qD�' A�SfA4�'OF�d6 iEFf 1!7 A?D�tl�'JE1tl�WkA'Z suo�oc�ss�xr a�was wu sa� �aR�sx ]OCE7lER�1 A 1�!-f�IbriE UllJ1Y E)l5�ifi7f 17W Sf1�fN MO dR�-Ii1LF f�l REf fD i1E 11CHf AI�StYt1Y OE-1Ntf Itf7 TO 1FfT QF A CFtRF�14E � �c+ae��rnouKa.r o6amt��s�uar� �a�e e r�aivr or aEra�wc��Ar ac eas�n aF�sova+�/z oF a�sura�sr r�of��ar� sor►or.�n� aaw�wir x�wtsa�is �ua�c n��rrE ��ara�s�mo�ood'��a�� m��a � aa�uE sowr Rllr urE oF reMr a�a� uxrNrE S G0G000'�A 06704�f'OF 1S0.9d fFET;REKf RU!N l08QL�� A D6fAAfpE OF 17�!f�7 10 A ib1VF"QF R�1JfE 101i1 N 3�SdO6 E A�GV�Cf�SI�F�E7 ID A Of 1ERi06lf7p�L SA�(/JiJf!'E�1EM LplfA�fS 705 97(i�RE f�T, pf fFS£ Notes: 1. The lnsburt�ent to wl�fhis exhiblt!s atted�ed and into wfikh strumer►t fh/s exhl6lt is lufly lnoorporated,may,at APTs sole opNorr,be rtrodirisd endtor emended uru7eteraNy by APT to estaWish, d or che►�ge the locs8on of the nwiexdusiNe easement/or uHlity Nnes end Ca6les by r000+ding an tnsdrtiment slgned by APT in d1e publiC reoads oi fhe Coun[y/n whkh the Owrters Property Is loCeted, whfdi k�abvmertt ahel!set I�rN�Ihe dsta!!s o1 sudr modlRcaNan nd/or emendment. ' 2. AfohviNrsten�rq anytlilrq M Nre lnsbument whkh Eh1s exhlblt is deched to ihe oondrery,APT,at ffs soie optFon.may unHatersUy rep/a�e ' eed subsLftefe Ror fhls exhA�It e sunrey of lhe P�oJecx Site, ng rwn�xdusMe sasements Aor fiQress,eQress ertd utfli[y lines an0 ca6les to se►vica bNe ProJect Site endior may unilateinpy aoe and aubs6ffute tor fh/s exhlbft oonstrtrction drgwJnys o/the APT Fediities of�e ProJect Slte. � 3. Setbadc of!he APT Fadfities(rom the boundarVes of Qwrters Prvperty snd of the Project Site sha//6e fhe disfanoe�gquired by lhe ' applicsble povemmentel euthoifBes. 4. YYedfh of eny eocess roed or sesement pranted to or used by. T, shad be lhe wldfh required by fhe epplkabfe pov�emmental aulhadtles,indudinypolke arM frre deperfinents but in no ewsn /ess dian I/Reen l�et(f5�exoeptlt prohl6fted by povemmental euthodtles having j�ction orer the Owr�ers Properiy,the Sfte and/or fhe APT FecllfHes. . R1T.ega11MA[L Iv�RGE DOCLII�NT'S1Basic Package Doc entslIvIIVi_Condidonal SA Land Revl 042397.doc � 8 i l/19 � ' • , •. , ._ � ' SITE ID: A-2-C-082-G ' ' SITE NAME:City of Zephyfiills EXHIBIT"B"TO SI AGREEMENT Page of2 SKETCH AND DESCRIPTlON�F THE PROJECT SITE.� egal description of property to be attached. � � �� s � • , � t � �� Lf1Ylrl�iiQ7f��. � � � � � � I�� 1 i � �.� , i r� J!. � . i • � ' 1 �.� � 1e -t ' � 1 Y � T 1 " 1 � * � 1 f�c__ � i i ;/t �1 � I � - �� 1 � --_{_____ aaa� •�r. i � � � � �`� '��.R.•• .i' a� � � � �,�..� � � � � �� i �f Y �` ..9 �'� ��}�`� �''' ` �- e � �y 'r�/ � � �- y � �•• •.�� S ��°-� ,�. : . � _s. � { :.'m:� wass,. s.cwn z �r se s ��tr a�t Nores: 1. Tlre Inshument to whfah fhis exhJbft!s etted�ed andlnto wihkh ment fhls exhiblt!s lufly inoorporated,mey,at APTs sole opt/on,be rt►odll�ed endior emended uM�atera!!y by APT to estsblish,c!s or cne�e a,e�ocaao►,ot a,e,�o�,axau�a easemenr rtor untny rmes end csb/es by n�cadfig an Irtsb�rment aJgned by APT ln fhe ,�c ieoords of N�e Coun(y in whkh fhe Owne�s Pioperty!s located, whkah lnstrumeM sha11 set fiprth!he detafls of such modlfrcatior�a or e►nendmertt 2. NoAv�thstendir�enythfip in the Instrument whid►Hris exhibit is ched lo the oontrsry,APT,at fts sole option,may unflaterally repface and substitute for thls exhlbit a survey of!he Waject Sfte, bg nondxdusnro easements for irtgress, egress end afility lines end cablees ho aervloe tha Pr�Ject Slte and/or may unilaterally re and subsGhrta for�is exhlbit cortstnrction drawings of the APT FadliGes of the Project Site. � 3. Setbedc of the APT Fsdfrtlas hvm the boundades of Owners perfy end o/d+e Pioject Site shal!be the distance raquired by the eppfncable govemmentaf aufl►o�Nes. 4. Wfdth of eny aocess road or essement yranted to or used by A , shaH be Ghe width requi�ed by t1re applicabfe govemmental eubho�fties,MdudirrD pdioe end fire deperhrtents but in no event ss than fiR'een teet(!5)exoept Tf prohibited by govoemmente! authorlties having/urisdkdon ov�r fhe Owners Property,1he Site end/or fhe APT Facifdies. ' R:V.ega11MAIL I�RGE DOCUI�NTS�Basic Package Doc entslIvII�t Conditiona!SA Land Revl 042397.doc " 9 i l/19 �, - � - --.._____ _.._- --- - � � ; , ..... ... � SITE ID: A-2-G-082-G ' ' SITE NAME:City of Zephyrhills EXHIBIT"C"TO S AGREEMENT THIS INSTRUMENT PREPARED BY AND RETURN TO: Corporate Legal Review APT Tampa/O�lando, Inc. 5907-B Hampton Oaks Paricway Tampa, FL 336.10 MEMORANDUM OF SITE AGR EMENTlLEASE FOR LAND THIS MEMORANDUM OF SITE AGREEMENT/ EASE FOR LAND ( "Memorandum') is made and entered into by and between CITY OF ZEPHYRHILLS, a municipality of the State of Florida, with an address of 5335 Eighth Street as'Owner, and APT Tampa/Oriando Inc., a Delaware corporation, with an address of 8410 W. Bryn Mawr, Suite 1100, Chicago, IL 60631-3486,"AP . 1. PREMISES. Owner and APT have entered i to a Site Agreement for Land dated as of . 1997(together with any amend ents and modfications thereto, the"Site 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 I nd, as depicted and legally described on Exhlbk "A" attached hereto and hereby incorporated into this Memora dum and certain easements(the'Project Slte'). 2. TERM• The initial term of the Site Agre ment shall be a period of five (5) and a fraction years commencing as of the °Commencement Date," as de ned herein below, and tertnina6ng on the 31st day of December following the fifth(5th)annual anniversary of e Commencement Date unless otherwise terminated as provided in the Site Agreement("Inittal Term"). , 3. RENEVIIAL OPTIONS. In addition to th Initial Term and on and subject to the tertns of the Site Agreement, the Site Agreement term may be automati Ily extended for four (4) consecutive periods of five (5) years each. Each such extension shall be known herein fter as a "Renewal Term.° Hereinafter, the Initial TeRn, " together with any and all Renewal Terms, shall be known s the"Term"of the Site Agreement. 4. COMMENCEMENT. The "Commencemen Date" is the date on which APT begins construction of the APT Facilities (as defined in the Site A reement). Accordingly, unless otherwise,specifically stated here: . the Commenc ment Date shall be the date of APTs filing of a Notice of Commencement in the public records of the county in whi h the Project Site is located. R:U.egaIWIAIL MERGE DOCUI�NTS�Basic Package Doc ents�MM Conditional SA Land Revl 042397.doc 10 I 1/19 ' • .� . .. , '. , ._ — SITE ID: A-2-G-082-G � SITE NAME: City of Zephyrfiiils 5. LEASE INCORPORATED. Alt of the te s, conditions, provisions and covenants of the Site Agreement are hereby incorporated herein as if fuily set fo in this Memorandum. To the extent that any of the terms hereof are inconsistent wfth the terms of the Site ag ment, the terms of the Site Agreement shall control. In the event that an inspection of or refierence to the full erms, condiaons, provisions or covenants of the Site Agreement is desired o�necessary, a request for such ins 'on should be made to the Owner at the address set forth above, staang the name and address of the person a d/or entity requesting the inspection, and setting forth the reason for the fnspectton. The Owner may permit or re se such inspect�on in its sole and absolute discretion. IN WITNESS WHEREOF, Owner and APT have executed his Memorandum as of the date and year set forth below their respective signatures. Signed, sealed and delivered O NER: in the presence of: W/tnesaes: CITY OF ZEPHYRHILLS,a mu�icipaltty of the State of Florida 1. By: Print Name: Alan Brenia, City Council President 2. Date: Print Name: 1. Attest Print Name: Linda Boan, City Clerk 2. Date: Print Name: ENANT: Witnesses: APT Tampa/O�lando,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:�1.egal�MAIL MERGE DOCUMENTS�Basic Package Docu entsUvlM Conditional SA Land Revl 042397.doc 11 11/19 , � � ---- -,---- ---�--- - ' ' ' ' • : � r — � SITE ID: A-2-C-082-G ' ' SITE NAME: Cit�r of Zephyfiills STATE OF FLORIDA COUNTY OF The fioregoing Memorandum of Agreement was a ged before me on this day of 199_, by Ala� Bronia� as City Council Presldent of the Cfty oi Zephyrhlll�.Florida. He is personaliy known to me or has produced identification. My oommission expires: � otary Public-Shate of Florida [Seaq ommission Number. STATE OF FLORIDA COUNTY OF The foregoing Memorandum of Agreement was owledged before me on this day of 199_,, by Llnda Boan as City Clerk of the City of Zep yrhilb� Florids. She is personalty known to me or has - produced as�iden cation. My commission expires: otary Pubiic-State of Fbrida [Seal] mmission Number. STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged be me on this day of . 1997, by Tony R. McDowell, as Director, Engineering and Operatfona nd Authorized Agent, of APT TampalOrtando� Inc., a Delaware corporatfon. He is personally known bo me or s produced as identfication. My commission expires: otary Public-S'tate of Fbrida [Sea� mmission Number. R:U.egaI�MAIL MERGE DOCUMENTS�Basic Package Doc entsuVlM Conditional SA Land Revl 042397.doc 12 11/19 ,�, . ,. ' , , . , � _ � SITE ID: A-2-G-082-G ' ' SITE yAME:City of zephyrt�ills Exhi it A Page of 2 paour�cr� A PJ�iR�I OF IMIm Z�MG N ifff SaUJI� Y QF il�E SOf11Nit'F'ST i/4 OF�C�qf! 2, T@Il�f�T6 5aUl1�. 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SAfD lJf�fllY EASf]�fNf tXJN►AWS �85 FFET, ifO�iF OR GESS R:1L.egaI�MAIL MERGE DOCUMENI'S�Basic Psckage Doc ents�NII�i_Conditional SA Land Revl 042397.doc " 13 11/15 � -- _______ .._.__..- --- . � .� . . _` , � � _ > �� . .. • - . , -- _. . , , SITE iD: A-2-G-082-G SITE NAME:City of Zephyrt�ilis Fachi it A Page of 2 � � i . _�._. �_ - w : � �. � . , aw�;� , ( '+ ' ( / �� ' �RNRY�tlVE ,t��R + i � � . j N��Ir +rX}f�¢ k � 1 � �ia 1 jr� �Ar .II__� _ � , r w ( ��rw i�Tri�- r�'�r 1 k �` �� 'f 1 v i i � i �� _�_ � s / ' � - �w � � , : s�' - �c . � , • f .� � �----.- � � r�• � - {{�� —__�.t__�� .L�i� 'w�[L�i % � � ' � �� d� � � � ' i � � � �+► [ �� 1 ! 1 / � �� / . i � ��C� ��' „ 4 i �� 4i �� c ' ff ! �� ; , � �� . f ' ��' �'� `L. ti � t �/ r a :��i.�r � . . . �` • �`f � � �r�t � �� aS6L'�t01't '.�, �1111i��1 � aZ' RQx1�? .�� t7.i� .�.. ..�...� ..��. R\L.�gal1MAIL MERGE DOCUMENTS�Basic Packagc Doc entslMM Conditional SA Land Revl 042397.doc ' 14 11/19 , = . _�_ - i��iiiiiiiiirii�i»i��iii�itiir�iii��i�i��ii�i4i�i�i�i�i�� ' �t�'13"15949"i . - ` gept: 154989G Ree: 52.50 This InsUUmeot Prepared f�y: �s; d.OQ IT: 0.pp ' ' Christopfier S.Linde Burr&Farman LLP 09j13j13 eRecording 200 South Orange Avenue Suite 8Q0 PAULR S d'NEIL,Ph.D PASCO CLERK E�C4h�lPTROLL C?rlando,Florida 3280! 09f 13�13 03:15 'PM � �f 6 OR BK S9�� PG �� Return ta: 4id Republic Residential Informatian Services 530 S.Main Street,Suite 1 U3 t Akron,Ohio 443 t 1 Attention: STATE OF FLORTDA } CO�.tNTY UF PASCO } Cross Referenee ta: Sook 3850,Page 1 l$9 Book 4099,Page 1232 � Pasco Cpunty,Fiarida Records MEMURANDUM OF MA TER PREPATD LEASE AND MANAGEME T AGREEMENT THIS MEMQRANDUM OF MASTER P EPAID LEASE ANI) MAIVAGEMENI' AGREEMENT (this "Memarandum") is made is �,d_ day af /��,,,� , 20I 3, by and between T-MUSILE USA TUWER LL , a Delaware timited lia6ility company (`'T- Mobite Lessor"}, having a maiIing address of 1 920 S.E, 38th Street; Bellevue, Washington 98Q06, and CCTMU LLC, a L}elaWare limited 1 ability company ("Crawn"), having a mailing address of 2000 Carporate Drive, Canonsburg,Pe sylvania 15317. l. The City of Zephyrhills and APT T palOrlanda ("4riginal T-Mobile Tenant") entered inta that certain Agreement dated Nove ber 24, 199�, a memorandum af which was recorded in Book 3850, Page 1189 i� the Public ecords of Pasco County, Florida, for certain real groperty as described on Exhibit A atta.ched hereto and incarparated herein by reference (the"Land"}. 2. T-Mobile Lessor and Crown are partie to {a} a Master Prepaid Lease (the "1VIYL") and (b) a Management Agreement (the "MA"), e ch with an effective date of November 30, 2012, pursuant to which T-Mobile Lessor (as s ccessor to Original T'-Mobiie Tenant) has granted to Crown and Crawn has accepted, either{ ) a leasehald ar sub-leasehald interest in the Land, together with the telecommunications tower 1 cated theretrn, and such other improvements as more fuliy set forih in the MPL or the MA, as pplicable (coliectively, the "Site"}, or {z} an exclusive right ta operate, manage and administer he Site, in either case, subject ta the terms, conditions and reservaiions in the MPL ar the MA, s applicable. 3. �'he MPL and the MA each have a term hat comrrtenced <>n Nc�vcmber 30, 20 t 2 and shall terminate or .expire, with respect to the Site on the Site Expirati�n Date or 'I'echnical Closing I�ate, as appiicable, and as deterrriined in a cordance with the MPL and the MA, but in no event later than December 31,2049. BU#$26548;Fasco County(VS) 2109484 v! �i _ OR BK S9�� pG �0�� 2 of 6 j � 4. Crown has an option to purchase T-M bile Lessor's right, title and interest in the Site in accordance with Section 20 of the MPL. 5. Unless otherwise defined herein, capi lized terms shall have the meaning set forth in the MPL. The MPL and the MA and any an all amendments thereto contain terms and conditions in addition to those set forth in this Me orandum. This Memorandixm is not intended to amend or modify the terms and conditions o the MPL or the MA or of any amendments thereto. The parties agree that the terms and con itions of the MPI.. and the MA, as applicahle, shall govern the relationship of the parties under t is Memorandum and the MPI,and the MA are each incorporated herein by referenee. In the ev nt of a conflict or inconsistency between the terms of the MPL or the MA and this Memoran um, the applicable terms of the MPL and the MA shall govern and control. 6. This Memorandum shall not be amen ed, supplemented or modified in any respect, except pursuant to written agreement duly execut by the parties;provided,however, if the term of both the MPL and MA shall terminate or ex ire with respect to the Site, the parties shall execute and file a revocation of or amendment to is Memorandum to evidence such termination or expiration. If either party fails to timely e ecute a revocation of or amendment to �his Memorandum promptly after the expiration or te ination of both the MPL and MA, then the other par�y shail have the right to execute such r vocation or amendment as attorney in fact for such failing party. 7. T-Mobile Lessor granted to Crown a Power of Attorney dated November 30, 2012 related to the leasing, management and operati n of the Site, which Power of Attorney was recorded as Instrument Number E2013105967 in e aforesaid recording office. [Remainder of page intentionally left blank. ignature and acknowledgments to follow.] BU#826548;Pasco County(VS) 2 2109484 vl , OR BK 8�3� PG 38�6 � 3 ot 6 � iN WITNESS WHEREOF, the parties hereto h ve set their hands and seals as of the date first above written. WITNESSES: -MOBILE LESSOR: -MOBILE USA TOWER.LLC, a Delaware limited liability company Pri ame: 'i/10 y: CCTMO LLC, a Delaware limited liability company � �k� I s: Attorney in Fact rint Name: i' BY� ' . Name; • e gWl rts: _ ana�er STATE OF ) COUNTY OF �.�1 S ) ` The foregoing instrument was acknowled d before me this�1 day of , 2013, by �� r, the � of C MO LLC, , a Delaware limited liabili company, as Attorne in Fact for T-MO E USA TOWER LLC, who executed the foregoing instrument on behalf f the said limited.liability company. He/She is personally known to me or has produced as identification. ^� Given under my hand this�D_day of , 2013. ary Public ��PYP��i� '��'�" � � �,�� o�?•• .°s�% SARAH E.SCOP�I � , ; °�Notery Public,State of Texas z Printed Name =�;.f €�� MyCommission Expiros �a�'�a August 08, 2015 :-�,«. My Commission Expires: �:��,(� My Commission Number: N/�4 BU#826548;Pasco County(VS) 3 2109484 v] I dR BK $�� P�' �� : � e} ot 6 � � Wl'fiNESSES: CROWN: CCTMO LLC, Print e�: f a Delaware.limited liability campany � ' . P � t ame: ��.,..a C� 1-�..��s By: '"'/'�� .�s�AL) . 'F'� Nasn��a�� Its: STATE UF,_�,�` ) COUNTY OF ��l,�_,� ) The foregoing instrument was ack owledged before me this � day of CC�� , 2013 by � . , the �E/�"—�,�Y „_ o� C, a Delaware limited Iiability co any, who executed the foregoing inst ment an behalf of the said lirnited liability company. He She is personally known tc� me or has produced �LtI/,q,. . as identification. Tr•—.— Given under my hand this .�'�p day of � ,201 i. �2�� ary Public � b ,,,,��«,,,, �i�."��•�„ � ��C��i/' .i�,�Arv�a''�=�ataryRuAM E�S�.'OPE� r b rc,State of T $ Printed Name ,�+r�*:' MY Corrirniss��n E exa %��;�,�� August�g XPires ; ,2015 � Mp Commission Expires: g'�"/S ��°�"�"'�'�°°� My Commission Number: fV�/,rt BU#$26548;Pasco Couaty{VS) 4 2149484 vl , OR BK 8�3� PG 38�8 � 5 ot 6 � � . EXHIBI "A" � An approximately 8,549 sguare foot portion of e following described real property, together with easements for ingress,egress and utilities th eto: SITUATE IN THE COUNTY OF PASCO AND STATE E' FLORIDA. AI,L THAT CERTAIN I,AND 3ITUATE IN PASCO CO NTY, ELORIDA, VIZ: CONII�lENCING AT THE NORTHEAST CORNER OF THE 90UTH 1/2 OF THE SOUTHWI:ST ]./9 OF SECTION 2, TOWN3HIP 26 SOUTH, RANGE 21 EA T, IN PASCO COUNTY, ELORIDA, RUN 3. 8B°50'15^ W., 1796.6 FEET ALONG THE NORTH LINE OF THE SOUTH Z/2 OF THE SOUTHWEST 1/9 OF 3AID 3ECTION 2, THENCE RUN SOUTH 1 .1 FEET FOR A POINT OF BEGINNING; 3AID POINT LYING ON THE SOUTH RIGHT OF WAY LI OE' RENRY DRIVE, THENCE CONTINUE 30UTH 200.0 E'EET, THENCE RUN 5. 88°50'15^ W., 2 0.0 FEET, THENCE RUN NORTH 2OQ.Q E'EET TO THE SOUTH RIGHT OF WAY LINE OF HENRY D IVE, THENCE RUN N. 88°50'15" E., 200.0 FEET AI,ONG SAID RIGHT OF RAY LINE TO THE OINT OF BECINNiNG, BEING A PaRTION OE TY30N SDBDIVISION, AS RECORDED IN PLAT B K 4, PAGE 109, PASCO COUNTY, RECORDS. TAX ID NO: 02-26-21-0080-OOA00-0070 ADDRE3S: 38122 Hen=y Dr., Zephyrhills, E�, 33590 � Being more particul rly described as: BU#826548;Pasco County(VS) A- 2109484 vl , OR BK 893� � PG 3849 � 6 of 6 � , A PARCEL OF UWO LYING iN TH� SOUTH 1/2 O 7HE SOUTNWEST 1/4 OF SECTION 2. TOWHSHIP 26 SOUTH, RAfJ6£ 21 FAST, PASCO COUMY. FI.ORIaA, ALSO BdNG A POR110N OF 'h(SON SU80MStON, ACCOROING 7 THE MAP OR PLAT AS • RECOROED !N PLAT BOOK 4. PAGE 109� OF THE UBL1C RECORDS OF PASCO COUMY. FLORIOA; SA10 PARCEL OF UWO BEING MORE P ICULARLY OESCRIBED AS FOLLOYVS; FOR A POINT OF REFERENCE. COMMENCE AT THE NORTHEAST CORNER OF THE SOUfH 1/2'OF TNE SOUTHWESi' 1 4 OF' SECTtON 2, 1' PJSHIP 26 SOUTH. RANGE 21 FAST, PASCO COUNTY, FLORI�A; ENCE S.88'S0'15"W.. ONG YHE NORTH UNE OF SAIO SOUTH 1/2 OF 7FiE SOUTHWEST 1/4 OF SA1U SE TIOht 2, A DISTANCE O� 1796.6 FEET; THEI�!!CE S.00'00'00"E.� A DISTANCE OF 19.1 FEE7 TO A POINT WHICH LIES AI.ONG SAIO SOUTH RfGFR-OF--WAY UNE; THENCE S.89'18'10"W.. ALONG SAID SOUTH RIGHT-OF-WAY UNE, 103.�4 F'EET TO A POINT 0 BEGIHNING�THENCE S.01'44'49"'W., 80.1 FEEI'; 7HfNCE S.53'43'42'W.. 21.6 FEE�'; T'H NCE N.88'15'11'wY,. 76.3 FEEf; THENCE N.00'00'44"W.. 89.3 FEEf TO A POfNT AL NG SAIO SOIffH RiGHT-OF-WAY UNE; 7HENCE N.89'18'10"E.. ALONG SAIO SOU7H RIGNT OF-WAY LINE. 96.2 FEET TO THE POINT OF BEGINNING. SAID PROJECT AREA CONTAINIHG 8539 SQUARE F ET. MORE OR LESS. TOG£THER WIThi A NON-�XCIUSNE UTIUTY EASEM P(T LYING SEVEN ANO ONE-FiALF FEEi TO TH£ RIGFR ANO SEVEN ONE--HALF FEEi' 0 THE LEFf OF A CENTERLINE BEING MORE PAR7ICUCARI.Y DESCRIBED AS fOLLO S; T TNE NO TH� 7 FOR A POINT Of REFEREhlCE, COMMEHCE A R EAS CORNER OF THE SOUTH 1/2 OF THE SOUTHWEST 1�4 OF SECTION 2, TO NSHIP 26 SOUTH. RANGE 21 EAST, PASCO COUNN, FLORlOA; THENCE S.88'S0'15"W.. ONG THE NORTH L(NE OF SAI� SOUTH 1/2 OF THE SOUTFIWEST 1/4 OF SA10 SE ION 2, A OISTANCE OF 179fi.6 FEET: THEhlCE S.00'00'UO"E.. A DIStANCE OF 19.1 FEEf TO A POfPIT WHICH LIES ALONG SAID SOlf�ffi RIGNT-OF-WAY LINE; THENCE S.89'18'10"W.. ALONG SAIO SOUTti RIGHT-OF-WAY LINE. 103.74 FEET; THENCE S.Oi' 4'49"1N., 80.1 �EEf; THENCE THENCE S.53'43'42"W.. 21.6 FEET; THENCE N.88'1 '11'W., 25.6 FEET TO A POIN7 OF 8EGlNNING; 7HENCE S.39'S8'06"W., 52.35 FE TO THE POIN7 OF TERMINATION. THE SIDEIINES OF EA5EMENT TO BE SHORTENED R PROLONGEO TO ME£T AT ANGLE POINTS ANd/4R BOUN�ARY UNES. SA10 UTIUIY EASEMENT CONTA(NS 785 SQUARE FE , MORE OR IESS. n_� !7, BU�826548;Pasco County(VS) 2 2109484 vl r � Document reak Sheet Document Identification: Document Name: A2G0 82A 01 MOL 19980000 1 Document Date: 19980000 Image Name: Location Identifier: A2G0082A Truncated Doc Name: MOL Document Sequence: 01 AB TRACT ' , . . _ • .... �. , s , � � e�:d�� c. s i�e ��'�t , r� � �5 � dv��t.� P°'''°`y+►�e' Site No.A-2-G-082-G � V � . �— '�°iQ' �� , � � GN��t� THIS INSTRUMENT PREPARED � t�� UNDER THE SUPERVISION OF:Tim Ba ' ger �L�P.�II) RECORD AND RETURN TO: i( 'j,� � Corporate Legal Review APT Tampa/Orlando, Inc. 6902 Cypress Park Drive � Tampa, FL 33634 MEMORANDUM OF SITE AG EEMENT/LEASE FOR ND THIS MEMORANDUM OF SITE AGREEMEN ILEASE FOR LA ( "Memorandum° �•ie-�wed�e�►d - - �• CITY OF ZEPHYRHILL , a municipality o e tate of�Florida, whose address is 5335 Eighth Street, Zephyrhills, FL 33540-4312 as Owner", and AP TanlpalOrlando, 1nc.; a Delaware . corporation,with an address of 8410 W. Bryn Mawr, Suit 1100, Chicago, IL 6d631-3486,°APT'. 1. PREMISES. Owner and APT have entered into a Site Agreement for Land dated as of November 24, 1997, (together with any amend ents and modifications thereto, the "Site Agreement"), whereby Owner has leased and APT has hired those rtain premises in Pasco Counry, Florida, consisting of, among other things, approximately 539 square feet f land, as depicted and legally described an Exhlbit"A" attached hereto and hereby incorporat into this Memo andum and certain easer�ents(the"ProJect Site") � t- 'ts�k:s ccr ? �:d��Ma co�evt �+n bran��ew s-a�++� • �uL+.sM 2. TERM. The initial term of the Site Agr ement shaN be a period of flve (5) and a fraction years �.�A� commencing as of the "Commencement Date," as d fined herein below, and terminating on the 31st day of December following the 5fth (5th)annual anniversary of e Commencement Date unless otherwise terminated as �+�-A provided in the Site Agreement("Initial Term°). �0� cA�ts.�'. 3. RENEWAL OPTIONS. In addition to Initial Term and on and subject to the terms of the Site � Agreement, the Site f\yreement term may be automati Ily extended for four(4) consecutive periods of five (5) l�� years each. Each such extension shall be known herei after as a "Renewal Term." Hereinafter, the Initial Term,G� together with any and all Renewal Terms,shall be know as the"Term"of the Site Agreement. 4. COMMENCEMENT. The"Commencemen Date" is the date on which APT begins construction of C�� the APT Facilities (as defined in the Site Agr ment). Accordingly, unless otherwise specifically d+�� stated here: February 23, 1998, the Commencement ate shall be the date of APT's filing of a Notice of ,e"p Commencement in the public records of the county in w ich the Project Site is Iocated. "��' 5. LEASE INCORPORATED. All of the te ms,conditions, provisions and covenants of the Site Agreement are hereby incorporated herein as if fully set forth in this Memorandum. To the extent that any of the terms hereof are inconsistent with the terms of the Site greement,the tertns of the Site Agreement shall control. _ In the event that an inspeotion of or reference to the full erms, conditions, provisions or covenants of the Site � Agreement is desired or necessary,a request for such i spection should be made to the Owner at the address set forth above, stating the name and address of the perso and/or entity requesting the inspection, and setting forth the reason for the inspection. The Owner may permit o refuse such inspection in its sole and absolute discretion. bK� � �'a�ndL he.� S�nr�(. ��5.�,.,�e �i�¢.� ' , . , • • ..r �..: . � , IN WITNESS WHEREOF, Owner and APT have execute this Memorandum as of the date and year set forth below their respective signatures. Signed,sealed and delivered WNER: in the presence of: W/tnesses: CITY OF ZEPHYRHILLS,a municipality of the State of Florida �. By: Print Name: Print Name: Print Title:City Council President 2. Date: Print Name: AKest: Print Name: . - � - •- � . _ � � � . � PrintTitle: City Clerk •- � • � . , � _ [Corporate Seal] • • , • � - Date: • ' TENANT: VYitnesses: APT Tampa/Orlando,lnc.,a Delaware corporation 1. By: Printed Name: Name: Tony R. McDowell 2. Title: Director, Engineering and Operations Printed Name: and Authorized Agent ' [Corporate Seal] Date: STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged fore me on this day of , 1998, by , as of CITY OF ZEPHYRHILLS, a municipality of the State of Florida, on behalf of the CI OF ZEPHYRHILLS. Helshe is personally known to me or has produced as identificatio . My commission expires: Notary Public-State of Florida [Seal} Commission Number. j � � f 1 - . � � �� • � , STATE OF FLORIDA COUNTY OF The foregaing inshument was acknowledged be me�n this day of , 1997, by Tony R. McDowell, as Director, Engineering and Operations nd Authorized Agent, of APT TampalOrlando, Inc., a Delaware corporetion. He is personally known to me or as produced as identification. My commission expi�es: Notary Public-State of Florida [Seal] Commission Number. a -I `R'_. ,� ' ° A' O� \�1 \qj Date. October 14, 2014 \`� ti David Robertson Tower Engineering Professionals Crown Castle 326 Tryori Road 12725 Morris Road Extension, Suite 400 Raleigh, NC 27603 Alpharetta, GA 30004 (919)661-6351 (678) 366-1273 crownna.tepqroup.net Subject: S�ructuraf Analysis Report Carrier Designation: T-Mobale Co-L cate Carrier Site N mber: A2G0082A � Car�ier Site N me: N/A Crown Castl�Designation: Crown Castle U Number: 826548 Crovvn Castle ite Name: Pasco County (VS) —------------------------------ . -----_-.-- _.-Crown--Castle- DE.Job_Number:---------308299_-_ ------------ - Crown Castle ork Order Number: 944381 Crown Castle pplication Number: 265056 Rev. 3 Engineering Firm Designation: TEP Project N mber: 48167.25330 Site Data: 38122 Henry r.,Zephyrhills, Pasco County, FL 33540 Latitude 28° 9 '52.90", Longitude-82° 99'9.40" 190 Foot-Sel -Support Tower Dear David Robertson, , Tower Engineering Professiona/s is pleased to subm t this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. l"h s analysis has been performed in accordance with the Crown Castie Structural `Statement of Work' and the te ms of Crown Castle Purchase Order Number 715820, in accordance with application 265056, revision 3 The purpose of the analysis is to determine acceptabi ity of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be� LC7: Existing + Reserved + Proposed Equipment Sufficienf Capacity _._._..__.—._.____._Note:-See-Table..l-and-Table.11 forthe proposed.and-existing/res rved-loading,_cespectively_---_----- ----_–__---_____- The analysis has been performed in accordance with t e 2010 Florida Buildinq Code based upon an ultimate 3- second wind speed of 137 mph converted to a nomi al 3-second gust wind speed of 106 mph per Section ' 1609 3 1 as required for use in the TlA-222-G Stan ard per Exception #5 of Section 1609 1 1 Exposure Category C and Risk Category II were used in this anal sis. All modifications and equipment proposed in this repo shall be installed in accordance with the appurtenances listed in Tables 1 and 2 and the attached drawing for th determined available structural capacity to be effective. We at Tower Engineering Professionals appreciate t e opportunity of providing our continuing professional services to you and Crown Castle If you have any questions or need further assistanc on this or any other projects please give us a call. 1 f�� Structural analysis prepared by: Matthew C Kirchner/ZRH � M � � GEN T2 /�/ RespectFully submitted by: -e��P �'\ S� �2�� , - No. 77387 _ *' , *� �t= Adam M. Amortnont, P E. ":y� STATEiOF �� ' O ,c o ''s,'c��. �ORID P �� -r'j•d��/`/�s�NAL 1��G�� I 11111 • f r, � . , � � Ocfober 14, 2014 190-ff Self-Support Tower Structural Analysis CC/BU No 826548 , TEP P�oject Number 48167.25330,Application 265056, Revisi n 3 Page 2 TABLE OF �NTENTS 1) INTRODUCTION 2)ANALYSiS CRITERiA Table 1 - Proposed Antenna an Cable Information Table 2- Existing and Reserve Antenna and Cable Information Table 3 - Design Antenna and able Information a 3) A➢V�4LYSlS Pr20CEDURE 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�APPEIVDIX A tnxTower Output 6)APPENDIX B - Base Level Drawing 7) APPENDIX C Additional Calculations 1��f f�� `��` M M RT�, �ii 1ti�OQ. ��GENS� O °��i � 2� � � No. 77387 � � * �= -o STATE�OF � �� ''��'�� '��ORfDP G�a��e�� . tnxTower Report-version 6.1.4.1 ��/SS�ONAL EN' �\�� o�R_��. ��iinit�� . -'i • _ r, � I i I � I � � � I I � � i . , I . , f � October i4,2014 � 190-f�-Se/f-Support Tower Structural Analysis CCI BU No 826548 TEP Project Number 48167.25330,Application 265056, Revisio 3 Page 3 1) INTRODUCTION This tower is a 190-ft self-support tower designed by almont Microflect in January of 1998. The tower was originally designed for a wind speed of 105 mph per EI IA-222-F for the appurtenances listed in Table 3. The tower has been modified per reinforcement drawings pr pared by Tower Engineering Professionals in July of 2013. TEP visited the site in November of 2013 to p rform a post modification inspection. All information provided to TEP was assumed to be accurate and compl te. 2)ANALYSIS CRITERIA The analysis has been performed in accordance wit the ANSI/TIA-222-G-2-2009 Structural Standard for ' Antenna Su ortin Structures and Antennas–Addend m 2 using a 3-second gust wind speed of 106 mph with no ice and 60 mph under service loads with the following design criteria: 1) Type of Analvsis: Rigorous Structural Ana ysis ' 2) Classification of Structure: Class II Definition: Structures used for services th due to height, use or location represent a significant hazard to human life and/or damage to prop rty in the event of failure and/or used for services that may be provided by other means. 3) Exposure Cateaory: Exposure C Definition: Open terrain with scattered obst uctions having heights generally less than 30-ft. This category includes flat, open country, grassla ds and shorelines in hurricane prone regions. 4) Topographic Cateaory: Category 1 Definition: No abrupt changes in general t pography, e.g. flat or rolling terrain, no wind speed-up consideration shall be required. ' 5) Earthquake Category: Not Considered Commentary: Earthquake effects may be ig ored per this standard for site locations where Ss does not exceed 1.0. (Pasco County Max Ss= 0.10). Table 1 -Proposed Antenna and Cable Informati n Center .Number � Number Feed Mounting L.ine Df Antenna Antenna Model of Feed Line Note Level (ft) Elevation Antennas Manufacturer Lines Size(in) (ft) ' � 4 Andrew I SBNHH-1 D65C � : � w/Mount Pipe � 190.0 194.0 � Nokia FRLB 1 1-5/8 � 1 � �+ ; �-2 Nokia NSN COVP � Notes: 1) See"Appendix B—Base Level Drawing"for assu ed feed line configuration. I tnxTower Report-version 6.1.4.1 [ �� October 14,2014 190-ff Self-Support Tower Structura/Analysis CCI BU No 82�548 ' TEP Project Number 48167.25330,Application 265056, Revision 3 Page 4 Table 2-Existing and Reserved Antenna and Cable Information Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Note Level (ft) Elevation Antennas Manufacturer Lines Size(in) (ft) ! Cellmax CMA-BDHH/6521/EO-6 ` , 5 � Technologies � w/ Mount Pipe ` ��- 4 � Andrew � ETW190VS12UB 4 �1 Nokia FRIG 1 t , 194.0 � � Andrew ECC1920-VPUB � ��1 �-- Raycap OVP DC1-48-60-0-15D ? 190� ��4 � Cellmax CMA-BDHH/6521/EO-6 € Technologies w/Mount Pipe ; � 2 � Nokia �� FRIE ' �- 1 _—�� Nokia FRIG � 14 1-5/8 2 ; � 3 i Nokia � FRIG ` 190.0 E ° Andrew ECC1920-VPUB � � 3 —� Nokia FXFB � �� 1� Tower Mounts Platform Mount [LP 715-1] � DBXNH-6565B-R2M �� E 12 Andrew W/Mount Pipe � j , 8 Andrew ECC1920-VPUB � � � 4 � Andrew �ETW190VS12UB � ' 175.0 12 1-5/8 � ; 171.p �M�� 2 Nokia FRIE 4 3/8 � 2 � �� 4 —� Nokia FRIG 7 7/8 � � 3 Nokia FXFB 1 Raycap OVP_DC1-48-60-0-15D � 171.0 1 Tower Mounts Sector Mount[SM 104-3] ` I 6 CSS CAP-FRO-656 a w/Mount Pipe � X7C-FRO-860 12 1-5/8 2 � 160.0 160.0 � 3 CSS w/Mount Pipe � , 1 Tower Mounts Sector Mount[SM 602-3] E ��W-��1 �Tower Mounts Pipe Mount[PM 601-3] � 3 Commscope TTTT65AP-1XR � ; � 3 Y�! Ericsson � RRUS 31 B25 1 7/8 3 ; � 3 Nokia FZHJ-RRH � �_- 3 Ericsson 800MHz SMR Filter ` 150.0 150.0 �� 3 � Ericsson RRUS-11 800MHz � � _�---�--��9—�— RFS Celwave ACU-A20-N 3 1-3/16 ; 2 ' �M ~� APXVERRI8-C � � �w 3 � RFS Celwave � W� Mount Pipe I f � 1 Tower Mounts Sector Mount[SM 402-3] � tnxTower Report-version 6.1.4.1 : . October i4,20i4 ' 190-W-Self-Support Tower Structural Analysis CCI BU No 826548 TEP Project Number 48167.25330,Application 265056, Revisi n 3 Page 5 Center Number . Number Feed Mounting Line Antenna of Antenna Model • of Feed Line Note Level (ft) Elevation Antennas �anufacturer Lines Size(in) �ft) - ` 140.0 140.0 � 3 � Commun ation � HB-X-AW-23-33-OOT ; 6 1-5/8 2 ` f� 1 — Tower Mounts Sector Mount[SM 402-3] � Notes: 1) Existing equipment;to be removed 2) Existing equipment 3) Reserved equipment Tabie 3- Design Antenna and Cable Information Center Number � Number Feed Mounting. Line Antenna - of Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacture Lines Size(in) (ft) : 190.0 � 190.0 � 12 CSA Wireles � PCS A-060-19 � - ( - 175.0 � 175.0 �� 12 CSA Wireles PCS A-060-19 - - � 155.0 155.0 12 CSA Wireles PCS A-060-19 � - - 3)ANALYSIS PROCEDURE Table 4- Documents Provided Document Rem rks Reference Source Geotechnical Report � Nodarse &As ociates, Inc. ( 3497292 � CCISites Tower Foundation Drawings Valmont icroflect 3497291 CCISites � Tower Manufacturer Drawings Valmont icroflect 3675014 CCISites i Tower Reinforcement Drawings Tower Engineeri g Professionals 3946359 CCISites � Post-Modification Inspection Tower Engineeri g Professionals , 4460699 CCISites 3.1) Analysis Method tnxTower (version 6.1.4.1), a commercially av ilable analysis software package, was used to create a three-dimensional model of the tower and alculate member stresses for various loading cases. Selected output from the analysis is included i Appendix A. tnxTower Report-version 6.1.4.1 [ t October 14,2014 190-ft Self-Support Tower Structural Analysis CCI BU No 82E548 ' TEP Project Number 48i67.25330,Application 265056, Revision 3 Page 6 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. 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Section ' Critical % No. Elevation(ft) Component Type Size Element P��b) �PH„aW(Ib) Capacity Pass/Fail j Ti � 190-180 � Leg } Pipe 2.5 STD � 2 � -13757 53866 � 25.5 � Pass � T2 180-160 Leg PIPE 3.5 STD 20 -60379 96872 �62.3� Pass � T3 160-140 � � Leg �T� Pipe 5 STD 50 -120711 157400 76.7 Pass � � ° T4 140-120 Leg Pipe 8 STD 74 -189668 �330771 �W57.3� Pass � T5 120-113.333 Leg Pipe 8 STD 98 -212369 330771 64.2 Pass j T6 11 6 6367 Leg Pipe 8 STD 110 -235333 330771 71.1� Pass f � T7 106.667-100 Leg Pipe 8 STD 119 -256575 330771 77 6 Pass Ti 8� 100-80� Leg Pipe 10 STD(SCH40) 128 -317860 461312 68.9 Pass i T9 80-70 Leg Pipe 10 STD(SCH40) 146 -351128 461312 76.1 � Pass ; T10 70-60 Leg Pipe 10 STD(SCH40) 158 � -384013 461312 83.2� Pass i T11 60-40 Leg Pipe 12 STD 168 -450883 573746 � 78.6 Pass ; T12�� 40-30 �� Leg � Pipe 12 STD � 186 �-483961 573746 � 84.4 Pass ' T13 30-20 Leg Pipe 12 STD 198 -516640 573746 � 90.0 Pass T14 20-0 Leg Pipe 12 XH 207 -582589 �756510 � 77.0 Pass Ti 190-180 Diagonal L1 3/4x1 3/4x3/16 9 -3825 6584 58.1 � Pass � T2 180�160 Diagonal L2x2x3/i 6 27 -8303 9563�86.8 Pass � T3 160-140 Diagonal 2L21/2x21/2x3/16x3/8 57 -11556 39132 629'�b� Pass � T4 140-120 Diagonal L3x3x3/16 81 -12731 16272 �$'2 Pass 1 81.5(b) i T5 120-113.333 Diagonal L3x3x3116 105 -13002 15534 ; 83.7 Pass tnxTower Report-version 6.1.4.1 � , October 14,2014 ' 190-ft Self-Support Tower Structural Analysis CCI BU No 826548 TEP Project Number 48167.25330,Application 265056, Revisi n 3 Page 7 Section Elevation(ft) Component Type Size Critical P��b) �Penow(Ib) ��° Pass/Fail No, Element Capacity T6 � 11�6366� I Diagonal � L3x3x3/16 � 117 � -12949 � 14802 � 87.5 Pass S ! : T7 106.667-100 Diagonal 2L3x3x3/16x1 2 126 -14555 45783 j 31'� � Pass �46.3 b T8 100-80 Diagonai L3 1/2x3 1/2x1/4 138 -17192 20524 � 83.8 Pass T9 80-70 Diagonal L3 1/2x3 1/2x1/4 156 -16641 19094 87.2 Pass T10 70-60 Diagonal 2L3-1/2x3-1/2x1/ xi/2 165 -18934 64448 29'4 Pass 40.1 (b) __._. _ - T11 � 60-40 � Diagonal �� L3 1/2x3 1/2x /8 �17_7 -19801 23250 1 85.2 Pass � T12 40-30 Diagonal L3 1/2x3 1/2x /8 195 -18867 21849 86.4 Pass T13 30-20 Diagonal 2L3 1/2x3 1l2x3/ xi/2 204 -21902 78174 � 28'� Pass � 32.0(b) T14 20-0 Diagonal L4x4x3/8 216 -22249 � 26444 84.1 Pass Ti 190-180 Top Girt L3 1/2x3 1/2x /4 6 -1533 22314 i9 3�b� Pass T2 180-160 Top Girt L3 1/2x3 1/2x /4 22 20 50039 I p�' Pass ! T3 160-140 Top Girt L3 1/2x3 1l2x /8 54 -207 31241 � 1 8'�b� Pass � T4 140-120 Top Girt L3 1/2x3 1/2x /8 78 -2335 22854 � 10'2 Pass � 21.8(b) T5 120-113.333 Top Girt L4x4x3/8 102 -1958 25883 � 17��b� Pass �( � 20.1 T8 100-80 Top Girt I L4x4x3/8 132 -3880 19314 j 23.5(b) Pass { T9 SO-70 Top Girt L5x5x5/16 150 -4043 25668 � 15'$ Pass �— � 34.3(b) �---...___. _ ��`�`�� _. Ti i � 60-40�� Top Girt � L5x5x5/16 { 171 � 5520^�� 20429 � 37�'�b� �y ` Pass t T12 40-30 Top Girt L5x5x5/i 6 189 -5199 16908 34 9(b) P�S T14 20-0 Top Girt L5x5x5/16 210 -5476 13974 39.2 Pass . , �_� �— �Summary �—�, � Leg(T13) 90.0 Pass DI(T6)al 87.5 I Pass � � T(T14)rt 39.2 Pass E W� Checks 84.7 Pass RATING- 90.0 Pass Table 6-Tower Component Stresses vs. Capaci Notes Component EI vation (ft) %Capacity Pass/Fail 1 � Anchor Rods - 54.1 � Pass 1 Base Foundation Soil Interaction - 84.2 Pass � 1 Base Foundation Structural � - 33.2 Pass Structure Rating (max from all omponents)_ � 90.0% Notes: 1) See additional documentation in"Appendix C-A ditional Calculations"for calculations supporting the%capacity listed. tnxTower Report-version 6.1.4.1 t f October 14,2014 190-ft Self-Support Tower Structural Analysis CCI BU No 825548 ' TEP Project Number 48i67.25330,Application 265056, Revision 3 Page 8 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, reserved, and proposed loads. No modifications are required at this time. tnxTower Report-version 6.1.4.1 J , October 14,2014 ' 190-ff Self-Support Tower Strucfura/Analysis CCI BU No 826548 TEP Project Number 48167.25330,Application 265056, Revisi n 3 Page 9 APPE DIX A TNXTOWE OUTPUT tnxTower Report-version 6.1.4.1 tw_on z X { o ` � a ' � � a „ ' DESIGNED APPURTENANCE LOADING '' ,ea.o n TYPE ELEVATION TYPE ELEVATION p " � fz)ax mrw�z+�oswrnwraa iso wa_oadeso-o-i� ' m @j CNl4�BDKY6521/E06 W Mvp Npg 190 (4)ERY190V5121B 171 N ,o l„" � CM4�BDHY6521lFAG W Mu7 PiPa 190 Scctrr MvY ISM 10431 I 171 a `] • SBNI�IDG�C W AbuEHpe 190 %7CFFi7860 W MlW PiGa 160 ° � ? i � (zlsart+�iosscw�.w¢ava im x�c�esow�psae I�so � a `-y - SBNfi1D6SC W Mut Rpe 19D X7PFfO860 W Mu1 Plpe '1� FPo.B 19D (2)Cl�P-FFIDfi56 W MUrQ FPe 1fi0 (2)FFdB 190 (2)CAP-ff WSG W Mari Rpe 160 FFaO 190 (2)GP-FNf�fi W RkurG pip¢ 1160 i60.01t t15NCWP 180 ScctrMl�rt�SM60231 160 � ` 1 tSNCWP 790 PIOeMOUrt[PM601-3] �1fi0 � (2�ECC792DVRB 190 AP%VEW2f&CWMuRRpe �150 � o � (2)ECCI9AVPIB 790 APXVEfiil&C W�+Lial Pipe 150 � �� (4)ECC7924VP1B 190 APXVEF7il&C W MLiatPipe 150 F N � I RLE iW Wi67180M44 150 _ � FPoE 180 idi.G77 BOOMp 150 F7ffB 180 FiiS11 BOOMtr 150 � � (2)F%FB 190 (3)AClFA2ON :1W .� , (2)FPoG 190 (3)ACLLA2IN 750 74QOtt FTaG 190 (3)ACLLA20N 150 C FPoG 190 B00lhtr5MiFqa 7W I � . . T.z��.. ,� ��F� ,� 7z2PipaMturQ 190 BOOMtSMAFIEr 150 12)TX7PipaMarE 190 TfTT6V�P-1%R 1750 � PlatlnmMbut�LP71S1J 190 TfTTfiSAP-1%R 150 ` i � BLadia 19D TTT1654P-1%Fi �750 m � (4)DBXN46£5&!2M W AbinO Rpa 171 RSS 31 82ri 150 (4)OBXN46565&R7M W Ab1Q P'ipB 177 F1RS 37 @S 150 � (4)�B%N}65658�R7A1 W Mnrt Cipo 771 Fd3S 31 82�i 150 J izaon Is)ECCiszo-w�.e i�i Fau-rmi iw mi — (3)ECC193FVPlB 171 FD11�Rii 1W — � � (2)ECC792}VPLB 771 FAl1�Wii 1W F ' (4IFFaG 177 Se�krhtuS�5M4p231 150 ». FxFS m rax�aw-z�oot �ao �e m rsx�nw-z+a3 ror I ino i3-OOT p F7ffe 171 FBX-AW-Z1�3300T 1d0 g 106_7tt (21FFLE t7t SectrrMutISM40231 740 z ,. e � � SYMBOL LIST imon MARK S� MARK S� A L7 3�4K13�4XY16 C R3�1/2C}7/9n/4x12 B Z13�0�6�1Ot12 D 8312C112N�1/2 m � � I 0 MATERIAL STRENGTH < � . GRADE F Fu GRADE F Fu F � ,�� . ° • I TOWER DESIGN NOTES °„ � � 1. Tower is loqted in Pasco County,Florida � � eu.0 e � � 2. Tower designed for Exposure C to the TIA-222-G Standard. 3.Tower designed for a 106 mph basic wind in accordance with the TIA-222-G Standard. 4. De(lections are based upon a 60 mph wind. F _ � _ .� 5.Tower Structure Class II. � rv ' � 7 TOWER RATWG 0/�W�h Crest Height of 0.00 ft �o.o tt _ � z , I �uon — I = � c � � j e � � ef � ' _ ' " � aaon ' F aao n ACL RFAC710A(S E — AREFACTORED _ o Z � HWKCORNERfiEAC71IXVSATflASE.• - DOWN.�599&91!b zo o n SHF.4R:60027/b UPUFT--53Q5?7/b � SHEAR:542941b z e '° N , AXIAL °e f 74771/b – � SHEAR Nt7MEM l 97424/6� f06769661b1f aan t � j TORWE 771721bft � FEAC710NS-706mp1t WIND o s �i g _ o – – c`2� 3 – – m � � – o � 3 Tower Engineering Professionals,Inc. °"Pasco Count VS BU 826548 � 326 Tryon Rd. "a�TEVNa aat5�25sso �� R8121gh,NC 27603 °ir°`Crown Castle°ai'0j"•mkirchner°�" rw.eregree�ayamiess�a�ts,�c. Phane:(919)661-6351 Catla'TIA422-G °ap'10/14/14 ��N FAX: 919 661-6350 �` °ngN''E-1 i J p I Page ' � ��T��p Job Pasco Co nty (VS) (BU 826548) 1 of 25 Tower Engi�teering Project Date Professionals,Inc. TEP o. 48167.25330 07:54:05 10/14/14 326 Tryon Rd. Raleigh,NC27603 Client Designedby Phone. (919)661-6351 rown Castle FrLY. (919)661-6350 mkirchner Tower input Data � The main tower is a 3x free standing tower with an overall heigh of 190.00 fr 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 a the base. This tower is designed using the TIA-222-G standazd. 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-I.egs 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 cks Offset Girt At Foundation Always Use Max Kz � Use Azimuth Dish Coeffi ients � Consider Feedline Torque Use Special Wind Profile � Project Wind Area of Ap rt. � Include Angle Block Shear Check � Include Bolts In Member Capacity Autocalc Torque Arm Ar s f_ - -��T µ'�poles , � �WH_��_.� Leg Bolts Are At Top Of Section SR Members Have Cut E ds Include Shear-Torsion Interaction � Secondary Horizonta]Braces Leg � Sort Capacity Reports By omponent Always Use Sub-Critical F1ow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inn r Bracing Use Top Mounted Sockets Add IBC.6D+W Combination Use TIA-222-G Tension plice Capacity Exemption L � �uT��p Job Page ��E'�` Pasco County (VS) (BU 826548) 2 of 25 TowerEngineering Project Date Professionals,Inc. TEP No. 48167.25330 07:54:05 10/14/14 326 Tryon Rd. Raleigh,NC27603 Client Designedby Phone:(919)661-6351 Crown Castle FAX:(9I9)661-6350 mkirchner Wind 180 � Leg A Wind 90 ,� -� �4Q- �°m � � Leg C Z � Face C Wind Normal Trianaular To wer I . ' : Tower Section Geometry Tower Tower Assembly Description Section Number Section Section � Elevation 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 60.00-40.00 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 Tap Girt Botrom Girt Section Elevation Spacing Type KBrace Horizontals Offset Offset End ' ft ft Panels in in T1 190.00-180.00 5.000 XBrace No No 0.000 0.000 , , .. �uT��p Job Page ' ��"�1 Pasco Co nty(VS) (BU 826548) 3 of 25 Tower Engineering Project Date ' Professio�zals,Inc. TEP o. 48167.25330 07:54:05 10/14/14 326 Tryon Rd. Raleigh,NC27603 Client Designedby Pho�:e:(919)661-6351 rown Castle FAX. (919)661-6350 mkirchner Tower Toiver Diagonal Bracing s Has Top Girt Bottom Girt Section Elevation Spacing Type KB ace Norizonrals OJjset Offset Ed ft ft Pa els 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-I 1333 6.667 X Brace o No 0.000 0.000 T6 113.33-106.67 6.667 X Brace o No 0.000 0.000 T7 106.67-]00.00 6.667 XBrace 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 No 0.000 0.000 T10 70.00-60.00 10.000 X Brace No 0.000 0.000 T11 60.00�0.00 10.000 X Brace No 0.000 0.000 T12 40.00-30.00 10.000 X Brace No 0.000 0.000 T13 30.00-20.00 10.000 X Brace No 0.000 0.000 T14 20.00-0.00 10.000 XBrace No 0.000 0.000 - Tower Section eometry (cont'd Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade � Tl 190.00-180.00 Pipe Pipe 2.5 STD A53-B�6 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 L2x2�c3/16 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-46 Equal Angle L3x3�/16 A36 (46 ksi) (36 ksi) T6 113.33-106.67 Pipe Pipe 8 STD A53-B-46 Equal Angle L3x3x3/16 A36 (46 ksi) (36 ksi) T7 106.67-100.00 Pipe Pipe 8 STD A53-B-46 Double Equal 2L3x3x3/16x1/2 A36 (46 ksi) Angle (36 ksi) T8 100.00-80.00 Pipe Pipe 10 STD(SCH40) A53-B-46 Equal Angle L3 I/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-46 Double Equal 2L3-1/2x3-1/2x1/4x1/2 A36 (46 ksi) Angle (36 ksi) T11 60.00�0.00 Pipe Pipe 12 STD A53-B�6 Equal Angle L3 I/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-46 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�6 Equal Angle L4x4x3/8 A36 (46 ksi) (36 ksi) Tower Section eometry (cont'd) t s Pa e ��T�� Job Pasco County(VS) (BU 826548) g 4 of�5 Tower Engineering Project Date Professionals,Inc. TEP No. 48167.25330 07:54:05 10/14/14 326 Tryon Rd. Raleigh,NC27603 Client Designed by Phone:(9l9)661-6351 Crown Castle FAX. (919)661-6350 mkirchner Tower Top Girt Top Girt Top Girt Bottam Girt Bottom Girt Bottom Girt Elevation Type Size Grade Type Size Grade h T1 190.00-180.00 Equal Angle L3 1/2�c3 1/2x1/4 A36 Solid Round A36 (36 ksi) (36 ksi) T2 180.00-160.00 Equal Angle L3 I/2x3 1/2x1/4 A36 Solid Round A36 (36 ksi) (36 ksi) T3 160.00-140.00 Fqual Angle L3 1/2x3 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 L4x4x3/8 A36 Solid Round A36 (36 ksi) (36 ksi) T8 100.00-80.00 Equal Angle LAx4x3/8 A36 Solid Round A36 (36 ksi) (36 ksi) T9 80.00-70.00 Equal Angle LSx5x5/16 A36 Solid Round A36 (36 ksi) (36 ksi) T11 60.00�0.00 Equal Angle LSx5x5/16 A36 Solid Round A36 (36 ksi) (36 ksi) T12 40.00-30.00 Equa]Angle LSx5x5/16 A36 Solid Round A36 (36 ksi) (36 ksi) T14 20.00-0.00 Equal Angle L5x5x5/16 A36 Solid Round A36 (36 ksi) (36 ksi) � Tower Section Geometry (cont'd) , Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt (perfaceJ A, Spacing Spacing Diagona[s Horizauals � .� �n 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 0.000 113.33-106.67 (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 1 1.05 36.000 0.000 70.00-60.00 (36 ksi) Tll 0.00 0.500 A36 1.03 1 I.OS 0.000 0.000 60.00�0.00 (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) T1420.00-0.00 0.00 0.500 A36 1.03 1 1.05 0.000 0.000 (36 ksi) 1 , . a �T�� Job Page 1 Pasco Co nty(VS) (BU 826548) 5 of 25 Tower Engineering Project Date Professionals,Inc. TEP o. 48167.25330 07:54:05 10/14/14 326 Tryon Rd. Raleigh,NC27603 Client Designedby Phone:(919)661-6351 rown Castle mkirchner FAX:(919)66/-6350 Tower Section ,eometry (cont'd - K Factors� Tower Calc Calc Legs X K Single Girts Horiz. Sec. /nner Elevation 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 T1 Yes No 1 1 1 I 1 1 1 1 190.00-I 80.00 1 1 1 1 1 1 1 T2 Yes No 1 1 I 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 I I 1 T4 Yes No 1 1 1 1 1 1 1 1 140.00-120.00 1 1 1 1 1 1 1 TS Yes No 1 1 I 1 1 1 1 1 120.00-11333 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 T 10 No No 1 1 1 1 1 1 1 1 70.00-60.00 1 1 I 1 1 1 1 Tll Yes No 1 1 1 1 1 1 I 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 T13 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 I 1 1 �Note:K factors are applied to member segment lengths.K-braces without inne supporting rnembers wi[I have the Kfactor in the out-of-plane direction applied to the overall length. Tower Section eometry (cont'd Tower Leg Diagonal Top Cirt Bo om Girt Mid Girt Lang Horizontal Short Horizontal E[evation � Net Wrdth U Net Widrh U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Widt Width Width Width in in in Dedu t Deduct Deduct Deduct in in in in T1 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 I 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 � r Pa e ��T��p Job Pasco County (VS) (BU 826548) g 6 of 25 Tower E�zgineering Project Date Professionals,Inc. TEP No. 48167.25330 07:54:05 10/14/14 326 Tryon Rd. Raleigh,NC27603 Client Designedby Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 mkirchner Tower Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Harizontal Elevation � Net Width U Net Widtlt U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct 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 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 11333-106.67 T7 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 0.75 106.67-100.00 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 T9 80.00-70.0 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 T11 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 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 T1420.00-0.0 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) , Tower Leg Leg Diagonal Top Girt Battom Girt Mid Girt Long Horizontal Short Horizontal Elevation Connection ' ft Type Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Balt 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 Flange 0.875 4 0.500 2 0.500 I 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 0 120.00-113.33 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 0 113.33-106.67 A325N A325N A325N A325N A325N A325N A325N T7 Flange 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 F7ange 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 TI1 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 . • . ��p Job Page Pasco Co nty (VS) (BU 826548) 7 of 25 Tower Engineering Project Date Professionals,Ltc. TEP o. 48167.25330 07:54:05 10/14/14 326 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 Mrd Girt Long Norizontal Short Horizontal Elevation Connectian ft Type 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 F1554-55 A325N A325N A325N A325N A325N A325N Feed Line/Linear Appurtenan es - Entered As Round Or Flat Description Face Allow Component Placement Face lateral # # Clear Width or Perimeter Weight or Shield Type Ojj'set Ofjset Per Spacing Diameter L.eg ft in Frac FW) Row in in in klf ***Face AC *** 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") Feed Line A No Af(CaAa) 150.00-0.00 0.000 0.45 1 1 3.000 3.000 0.004 Ladder *** LCF158-SOJL( A No Ar(CaAa) 160.00-0.00 0.000 0 12 12 0.500 1.980 0.001 1 5/8") Feed Line A No Af(CaAa) 160.00-0.00 0.000 0 1 1 3.000 3.000 0.004 Ladder ***Face AB *** LDF7-SOA(1- B No Ar(CaAa) 171.00-0.00 0.000 -0.3 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 -0.32 4 4 0.500 0.750 0.000 Feed Line B No Af(CaAa) 171.00-0.00 0.000 -0.3 1 1 3.000 3.000 0.004 Ladder ***Face BC *** 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'� Feed Line C No Af(CaAa) 140.00-0.00 0.000 0.45 1 1 3.000 3.000 0.004 Ladder *** LDF7-SOA(I- C No Ar(CaAa) 190.00-0.00 0.000 0 15 14 0.500 1.980 0.001 5/8") Feed Line C No Af(CaAa) 190.00-0.00 0.000 0 1 1 3.000 3.000 0.004 Ladder *�+ Safety Line B No Ar(CaAa) 190.00-0.00 -8.000 0.45 1 1 0.375 0.375 0.000 3/8 Thin Flat B No Af(CaAa) 190.00-0.00 -8.000 0.45 1 1 2.000 2.000 0.004 Climbing Ladder Feed Line/Linear Appu tenances Section Areas , • Pa �� ob Pasco County (VS) (BU 826548) 9e 8 of 2� Tower Engineeri�zg Project Date Professionals,Inc. TEP No. 48167.25330 07:54:05 10/14/14 326 Tryon Rd. Raleigh,NC27603 Client Designed by Phone:(919)661-635I Crown Castle FAX. (919)661-6350 mkirchner Tower Tower Face AR AF C,u4A C,N4A Weigh! Sectian E[evatian In Face Out Face ft frz ftz ftZ ftZ 16 T1 190.00-180.00 A 0.000 0.000 0.000 0.000 0 B 0.000 0.000 3.708 0.000 42 C 0.000 0.000 34.700 0.000 163 T2 180.00-160.00 A 0.000 0.000 0.000 0.000 0 B 0.000 0.000 50.746 0.000 263 C 0.000 0.000 69 400 0.000 326 T3 160.00-140.00 A 0.000 0.000 66.957 0.000 279 B 0.000 0.000 86.197 0.000 410 C 0.000 0.000 69 400 0.000 326 T4 140.00-120.00 A 0.000 0.000 76394 0.000 354 B 0.000 0.000 86.197 0.000 410 C 0.000 0.000 103.160 0.000 504 TS 120.00-11333 A 0.000 0.000 25 465 0.000 118 B 0.000 0.000 28.732 0.000 137 C 0.000 0.000 34387 0.000 168 T6 11333-106.67 A 0.000 0.000 25.465 0.000 118 B 0.000 0.000 28.732 0.000 137 C 0.000 0.000 34387 0.000 168 T7 106.67-100.00 A 0.000 0.000 25.465 0.000 118 B 0.000 0.000 28.732 0.000 137 C 0.000 0.000 34387 0.000 168 T8 100.00-80.00 A 0.000 0.000 76394 0.000 354 B 0.000 0.000 86.197 0.000 410 C 0.000 0.000 103.160 0.000 504 T9 80.00-70.00 A 0.000 0.000 38.197 0.000 177 B 0.000 0.000 43.098 0.000 205 C 0.000 0.000 51.580 0.000 252 T10 70.00-60.00 A 0.000 0.000 38.197 0.000 177 B 0.000 0.000 43.098 0.000 205 C 0.000 0.000 51.580 0.000 252 Tll 60.00�0.00 A 0.000 0.000 76.394 0.000 354 , B 0.000 0.000 86.197 0.000 410 C 0.000 0.000 103.160 0.000 504 T12 40.00-30.00 A 0.000 0.000 38.197 0.000 177 B 0.000 0.000 43.098 0.000 205 C 0.000 0.000 51.580 0.000 252 T13 30.00-20.00 A 0.000 0.000 38.197 0.000 177 B 0.000 0.000 43.098 0.000 205 C 0.000 0.000 51.580 0.000 252 T14 20.00-0.00 A 0.000 0.000 76394 0.000 354 B 0.000 0.000 86.197 0.000 410 C 0.000 0.000 103.160 0.000 504 Feed Line Center of Pressure Section Elevation CPx CPZ CPx CPZ /ce Ice ft in ii: in in T1 190.00-180.00 0.648 5.256 1.036 5.993 T2 180.00-160.00 1.233 0.931 1.568 1.212 T3 160.00-140.00 -0.319 -2.245 -0.253 -2.479 T4 140.00-120.00 -1796 -1.674 -2.027 -1.873 TS 120.00-113.33 -1.915 -1.794 -2.157 -2.009 T6 113.33-106.67 -2.083 -1.957 -2.346 -2.192 T7 ]06.67-100.00 -2.171 -2.044 -2.443 -2.290 T8 100.00-80.00 -2.274 -2.150 -2.557 -2.410 T9 80.00-70.00 -2.400 -2.278 -2.696 -2.554 + 4 �� Job Page Pasco Co nty (VS) (BU 826548) 9 of 25 , Tower Engineering Project Date Professionals,Inc. TEP o. 48167.25330 07:54:05 10/14/14 326 Tryon Rd. Ra[eigh,NC 27603 Client Designed by Phone:(919)661-6351 rown Castle FAX. (919)661-6350 mkirchner Section Elevation CPx CPZ CPX CPZ Ice Ice in in in in T10 70.00-60.00 -2.635 -2.506 -2.958 -2.810 Tll 60.00-40.00 -2.698 -2.574 -3.026 -2.886 T12 40.00-30.00 -2.802 -2.680 -3.141 -3.006 T13 30.00-20.00 -3.071 -2.941 -3.441 -3.300 T14 20.00-0.00 -3.124 -2.998 -3.499 -3363 � Shieldin Factor Ka Tower Feed Line Description Feed Line I� Sectian Record No. Se ment Elev. N Ice !ce T1 21 LDF`7-SOA(1-5/8") 180.00- .6000 0.6000 190.00 Tl 22 Feed Line Ladder 180.00- .6000 0.6000 190.00 Tl 24 Safety Line 3/8 180.00- .6000 0.6000 190.00 T1 25 Thin F1at Climbing Ladder 180.00- .6000 0.6000 190.00 T2 11 LDF7-SOA(1-5l8") 160.00- .6000 0.6000 171.00 T2 12 LDFS-SOA(7/8") 160.00- .6000 0.6000 171.00 T2 14 9114(3/8") 160.00- .6000 0.6000 171.00 T2 16 Feed Line Ladder 160.00- .6000 0.6000 171.00 T2 21 LDF7-SOA(1-5/8") 160.00- .6000 0.6000 180.00 T2 22 Feed Line Ladder 160.00- .6000 0.6000 180.00 T2 24 Safety Line 3/8 160.00- .6000 0.6000 180.00 T2 25 Thin Flat Climbing Ladder 160.00- .6000 0.6000 180.00 T3 2 TSZ 999 140.00- .6000 0.6000 067/xxxM-8AWG(1-3/16") 150.00 T3 3 FIBER ONLY CABLE 140.00- .6000 0.6000 48(7/8") 150.00 T3 5 Feed Line Ladder 140.00- .6000 0.6000 150.00 . T3 7 LCF158-SOJL(1 5/8") 140.00- .6000 0.6000 - 160.00 T3 8 Feed Line Ladder 140.00- .6000 0.6000 160.00 T3 11 LDF7-SOA(1-5/8") 140.00- .6000 0.6000 160.00 T3 12 LDFS-SOA(7/8") 140.00- .6000 0.6000 160.00 T3 14 9114(3/8") 140.00- .6000 0.6000 160.00 T3 16 Feed Line Ladder 140.00- .6000 0.6000 160.00 T3 21 LDF7-SOA(1-5/8") 140.00- .6000 0.6000 160.00 T3 22 Feed Line Ladder 140.00- .6000 0.6000 L X Job Page �� Pasco County (VS) (BU 826548) 10 of�5 Tower Engineeri�zg Project Date Professionals,Inc. TEP No. 48167.25330 07:54:05 10/14/14 326 Tryon Rd. Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX. (919)661-6350 mkirchner Tower Feed Line Description Feed Line K K Section Record No. Se ment Elev. No/ce /ce 160.00 T3 24 Safety Line 3/8 140.00- 0.6000 0.6000 160.00 T3 25 Thin F7at Climbing Ladder 140.00- 0.6000 0.6000 160.00 T4 2 TSZ 999 120.00- 0.6000 0.6000 067/xacxM-BAWG(1-3/16") 140.00 T4 3 FIBER ONLY CABLE 120.00- 0.6000 0.6000 48(7/8") 140.00 T4 5 Feed Line Ladder 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 Feed Line Ladder 120.00- 0.6000 0.6000 140.00 T4 11 LDF7-SOA(1-5/8") 120.00- 0.6000 0.6000 140.00 T4 12 LDFS-SOA(7/8") 120.00- 0.6000 0.6000 140.00 T4 14 9114(3/8") 120.00- 0.6000 0.6000 140.00 T4 16 Feed Line Ladder 120.00- 0.6000 0.6000 140.00 T4 18 LDF7-SOA(1-5/8") 120.00- 0.6000 0.6000 � 140.00 T4 19 Feed Line Ladder 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 Feed Line Ladder 120.00- 0.6000 0.6000 140.00 T4 24 Safety Line 3/8 120.00- 0.6000 0.6000 140.00 T4 25 Thin Flat Climbing Ladder 120.00- 0.6000 0.6000 140.00 TS 2 TSZ 999 113.33- 0.6000 0.6000 067/xxxM-8AWG(1-3/16") 120.00 TS 3 FTBER ONLY CABLE 113.33- 0.6000 0.6000 48(7/8") 120.00 TS 5 Feed Line I.adder 113.33- 0.6000 0.6000 120.00 TS 7 LCF158-SOJL(1 5/8") 11333- 0.6000 0.6000 120.00 TS 8 Feed Line Ladder 11333- 0.6000 0.6000 120.00 TS 11 LDF7-SOA(1-5/8") 113.33- 0.6000 0.6000 120.00 TS 12 LDFS-SOA(7/8") 11333- 0.6000 0.6000 120.00 TS 14 9114(3/8") 113.33- 0.6000 0.6000 120.00 TS 16 Feed Line Ladder 11333- 0.6000 0.6000 120.00 TS 18 LDF7-SOA(1-5/8") 113.33- 0.6000 0.6000 120.00 TS 19 Feed Line Ladder 113.33- 0.6000 0.6000 120.00 TS 21 LDF`7-SOA(1-5/8") 11333- 0.6000 0.6000 120.00 TS 22 Feed Line Ladder 11333- 0.6000 0.6000 120.00 TS 24 Safety Line 3/8 11333- 0.6000 0.6000 . . � } �T�� Job Page 1 Pasco Co nty(VS) (BU 826548) 11 of 25 Tower Engineeri�ag Project Date Professionals,Inc. TEP o. 48167.25330 07:54:05 10/14/14 326 Tryan Rd. Raleigh,NC27603 Client Designed by Phone:(919)661-6351 rown Castle FAX. (919)661-6350 mkirchner - Tower Feed Line Description Feed Gine K Section Record No. Se ment Elev N /ce /ce 120.00 TS 25 Thin F7at Climbing Ladder I 1333- .6000 0.6000 120.00 T6 2 TSZ 999 106.67- .6000 0.6000 067/xxxM-8AWG(1-3/16") 11333 T6 3 FIBER ONLY CABLE 106.67- .6000 0.6000 48(7/8") 113.33 T6 5 Feed Line Ladder 106.67- .6000 0.6000 11333 T6 7 LCF158-SOJL(1 5/8") 106.67- .6000 0.6000 11333 T6 8 Feed Line Ladder 106.67- .6000 0.6000 11333 T6 11 LDF/-SOA(1-5/8") 106.67- .6000 0.6000 11333 T6 12 LDFS-SOA(7/8") 106.67- .6000 0.6000 113.33 T6 14 9114(3/8") 106.67- .6000 0.6000 11333 T6 16 Feed Line Ladder 106.67- .6000 0.6000 11333 T6 18 LDF7-SOA(1-5/8") 106.67- .6000 0.6000 11333 T6 19 Feed Line Ladder 106.67- .6000 0.6000 11333 T6 21 LDF7-SOA(1-5/8") 106.67- 6000 0.6000 11333 T6 22 Feed Line Ladder 106.67- 6000 0.6000 113.33 T6 24 Safety Line 3/8 106.67- 0 6000 0.6000 11333 T6 25 Thin F1at Climbing I.adder 106.67- 0 6000 0.6000 113.33 T7 2 TSZ 999 100.00- 0 6000 0.6000 067/x�ocM-8AWG(1-3/16") 106.67 T7 3 FIBER ONLY CABLE 100.00- 0 6000 0.6000 48(7/8") 106.67 T7 5 Feed Line Ladder 100.00- 0 6000 0.6000 106.67 T7 7 LCF158-SOJL(15/8") 100.00- 0 6000 0.6000 106.67 T7 8 Feed Line Ladder 100.00- 0 6000 0.6000 106.67 T7 11 LDF7-SOA(1-5/8") 100.00- 0 6000 0.6000 106.67 T7 12 LDFS-SOA(7/8") 100.00- 0 6000 0.6000 106.67 T7 14 9114(3/8") 100.00- 0 6000 0.6000 106.67 T7 16 Feed Line Ladder 100.00- 0 6000 0.6000 106.67 T7 18 LDF7-SOA(1-5/8") 100.00- 0 6000 0.6000 106.67 T7 19 Feed Line Ladder 100.00- 0 6000 0.6000 106.67 T7 21 LDF7-SOA(1-5/8") 100.00- 06000 0.6000 106.67 T7 22 Feed Line Ladder 100.00- 0 6000 0.6000 106.67 T7 24 Safety Line 3/8 100.00- 0 6000 0.6000 106.67 T7 25 Thin Flat Climbing I.adder 100.00- 0 000 0.6000 � - i Pa e ��T��p Job Pasco County (VS) (BU 826548) g 12 of�5 Tower Engineeri�zg Project Date Professionals,Inc. TEP No. 48167.25330 07:54:05 10/14/14 326 Tryon Rd. Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)66I-6350 mkirchner Tower Feed Line Description Feed Line I� K Section Record No. SeRnaent Elev No Ice /ce 106.67 T8 2 TSZ 999 80.00-100.00 0.6000 0.6000 067/xxxM-8AWG(1-3/16") T8 3 FIBER ONLY CABLE 80.00-100.00 0.6000 0.6000 48(7/8") T8 5 Feed Line I.adder 80.00-100.00 0.6000 0.6000 T8 7 LCF158-SOJL(1 5/8") 80.00-100.00 0.6000 0.6000 T8 8 Feed Line Ladder 80.00-100.00 0.6000 0.6000 T8 11 LDF7-SOA(1-5/8") 80.00-100.00 0.6000 0.6000 T8 12 LDFS-SOA(7/8") 80.00-100.00 0.6000 0.6000 T8 14 9114(3/8") 80.00-100.00 0.6000 0.6000 T8 16 Feed Line Ladder 80.00-100.00 0.6000 0.6000 T8 18 LDF7-SOA(1-5/8") 80.00-100.00 0.6000 0.6000 T8 19 Feed Line Ladder 80.00-100.00 0.6000 0.6000 T8 21 LDF7-50A(1-5/8") 80.00-100.00 0.6000 0.6000 T8 22 Feed Line Ladder 80.00-100.00 0.6000 0.6000 T8 24 Safety Line 3/8 80.00-100.00 0.6000 0.6000 T8 25 Thin Flat Climbing Ladder 80.00-100.00 0.6000 0.6000 T9 2 TSZ 999 70.00-80.00 0.6000 0.6000 067hc�cM-8AWG(1-3/16") T9 3 FIBER ONLY CABLE 70.00-80.00 0.6000 0.6000 48(7/8") T9 5 Feed Line Ladder 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 Feed Line Ladder 70.00-80.00 0.6000 0.6000 T9 11 LDF7-SOA(1-5/8") 70.00-80.00 0.6000 0.6000 , T9 12 LDFS-SOA(7/8") 70.00-80.00 0.6000 0.6000 T9 14 9114(3/8") 70.00-80.00 0.6000 0.6000 T9 16 Feed Line Ladder 70.00-80.00 0.6000 0.6000 T9 18 LDF7-SOA(1-5/8") 70.00-80.00 0.6000 0.6000 T9 19 Feed Line Ladder 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 Feed Line Ladder 70.00-80.00 0.6000 0.6000 T9 24 Safety Line 3/8 70.00-80.00 0.6000 0.6000 T9 25 Thin Flat Climbing Ladder 70.00-80.00 0.6000 0.6000 ' T10 2 TSZ 999 60.00-70.00 0.6000 0.6000 067/x�cM-8 AWG(1-3/16") T10 3 FIBER ONLY CABLE 60.00-70.00 0.6000 0.6000 48(7/8") T10 5 Feed Line Ladder 60.00-70.00 0.6000 0.6000 T10 7 LCF158-SOJL(15/8") 60.00-70.00 0.6000 0.6000 T 10 8 Feed Line Ladder 60.00-70.00 0.6000 0.6000 T10 11 LDF7-SOA(1-5/8") 60.00-70.00 0.6000 0.6000 T10 12 LDFS-SOA(7/8") 60.00-70.00 0.6000 0.6000 T10 14 9114(3/8") 60.00-70.00 0.6000 0.6000 T10 16 Feed Line Ladder 60.00-70.00 0.6000 0.6000 T10 18 LDF7-SOA(1-5/8") 60.00-70.00 0.6000 0.6000 T10 19 Feed Line I.adder 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 Feed Line Ladder 60.00-70.00 0.6000 0.6000 T10 24 Safety Line 3/8 60.00-70.00 0.6000 0.6000 T 10 25 Thin Flat Climbing Ladder 60.00-70.00 0.6000 0.6000 Tl l 2 TSZ 999 40.00-60.00 0.6000 0.6000 067/xx�cM-8AWG(1-3/16") Tl l 3 FIBER ONLY CABLE 40.00-60.00 0.6000 0.6000 48(7/8") T 11 5 Feed Line Ladder 40.00-60.00 0.6000 0.6000 Tl l 7 LCF158-SOJL(1 5/8") 40.00-60.00 0.6000 0.6000 Tl l 8 Feed Line Ladder 40.00-60.00 0.6000 0.6000 Tl l 11 LDF7-SOA(1-5/8") 40.00-60.00 0.6000 0.6000 Tl l 12 LDFS-SOA(7/8") 40.00-60.00 0.6000 0.6000 T 11 14 9114(3/8") 40.00-60.00 0.6000 0.6000 � � ;. Page � � ��T,��p Job Pasco Go nty{VS� (BU 826548) 13 of 25 Tower Engineering Project Date Professionais,Inc. TEP o. 48167.2533Q 47:54:Q5 14l14/14 326 Tryon Rd. Ralergh,NC27603 Client Designed by � Phone:(919)6bi-6351 rpWn �agt{g FrLY:(919)661-6350 mkirchner Tawcr Feed Line Descriptiai Feed Line !i„ Section Record No. Se,gment Etev. N Ice Ice TI I I6 Feed Line Ladder 40.00-60.00 .6000 0.6000 Tl l 18 LDF7-SOA(1-5/$") 40.00-60.00 .6000 0.6000 TI 1 14 Feed Line I.adder 40.OQ-64.0� .6000 0.60d0 TIl 21 LDF7-SdA(1-518") 40.00-60.00 .6d00 d.6d00 T 11 22 Feed Line Ladder 40.00-60.00 .6000 Q.6000 T i 1 24 Safety�ine 3!& 44.Q4-6Q.00 .60q0 0.6004 Tl 1 25 Thin Flat Ciimbing Ladder 40.00-60.Od .6Q00 6.6d04 T12 2 TSZ 999 30.00-40.00 .6000 0.6000 067lxx3cM-$AWG(i-3fi 6"} TI2 3 FTB�R ONLY CABLE 30.00-40.00 .6d04 0.6d00 48(7/$") T12 5 Peed Line Ladder 30.00-40.00 .600� 4.6Q00 T12 7 LCFI58-SdJL(1518"} 30.00-44.00 .60Q0 0.600d T 12 8 Feed Line Iaddar 30.00-40.00 .6000 0.6000 T12 11 LDF7-SOA(1-5/8") 30.00-40.00 .6000 0.6000 Tl2 12 Ll}FS-50A(718") 30.00-44.00 .600d 0.6000 T12 14 9114(3/S") 30.00-40.00 .G000 0.6000 T 12 16 Feed Line Ladder 30.00-40.00 .6000 0.6000 T12 I$ LDF7-SQA{I-518") 30.4d-4d.00 .60d4 O.bd04 T 12 19 Feed Line Iadder 30.00-40.Op .6000 0.6000 T12 21 LAF7-SOA(1-5/$") 30.00-40.00 .6000 0.6000 T 12 22 Feed Line Ladfler 30.00-44.00 .60d0 0.640Q T12 24 Safety Line 3/8 30.00-40.00 .6p00 0.6000 T 12 25 Thin F7at Climbing I.adder 30.00-40.00 .6000 0.6000 T13 2 TSZ 994 2d.00-34.00 .60d0 0.�000 067/xx�cM-8AWG(I-3Ji 6") T13 3 FIBEIt ONL"Y CABLE 20.00-30.00 .6000 0.6000 48(7t8") TI3 5 Feed Line Ladder 20.Od-30.00 .60d0 0.6000 T13 7 LCF158-SOJL(1 5/$") 20.00-30.00 .6000 0.6000 T 13 & Feed L'ane Ladder 24.00-3Q.00 .6000 Q.6400 T13 11 LDF7-SdA(1-518") 20.Od-3d.04 .6000 d.6004 " T13 12 LDF5-SOA(7/$") 20.00-30.00 .6000 0.6000 Ti 3 14 4114(3!8") 2Q.OQ-3Q.Ob 6000 Q.64Q0 T13 I6 Feed Line Ladder 20.Od-30.00 6000 d.64d0 � T13 18 LDF7-SOA(1-5/8") 20.00-30.00 6000 0.6000 T 13 19 Feed Line Ladder 20.OQ-3Q.00 60Q0 O.bQ00 T13 21 LDF7-50A(1-5t8"} 20.d6-3d.00 60Q0 6.bd00 T13 22 Feed Line Ladder 20.00-30.00 6000 0.6000 T I 3 24 Safety Line 3/& 20.00-30.00 600Q 0.6000 T13 25 Thin FTat Climbing Iadder 20.Od-30.00 6000 O.bdQO T 14 2 TSZ 999 O.pO-20.00 0 6000 0.6000 0671xx�tM-8AWG(1-3/16") T 14 3 Ft$ER ONLY CABLE 0.00-24.Od 0 60Q0 4.6Q04 48(7/8") T 14 5 Feed Line Ladder 0.00-20.00 0 6000 U.6000 T14 7 LCFI58-SOJL(1 51$") O.QQ-20.d0 0 6000 0.6040 T 14 8 Feed Line Ladder 0.00-20.OQ 0 6000 0.6000 T14 1 I LDF7-SOA(1-5/8") 0.00-20.00 0 6000 0.6000 Tl4 12 LI?FS-S6A(7t8"> o.00-zo.00 0 6004 4.6d00 T14 14 9114(3/$") 0.00-20.00 0 6p00 0.6000 T14 16 Feed Line Ladder 0.00-20.00 0 6000 Q.6000 TI4 18 LDF7-SOA(i-518") d.04-20.00 4504d O.b4QQ T 14 19 Feed Line Ladder O.QO-20.00 0 6000 0.6000 T14 21 LDF7-SOA(1-5/$") 0.00-20.00 0 6000 0.6000 TI4 22 Feed Line Ladder 4.00-20.00 4 60Qd �.640Q T 14 24 Safety Line 3!$ O.QO-20.00 6 600d 0.6000 T14 25 Thin Flat Climbin Ladder 0,00-20.00 0 6q00 0.6000 � � Y Pa e ��T�� Job Pasco County(VS) (BU 826548) 9 14 of�5 Tower Engi�zeeri�tg Project Date Professionals,Inc. TEP No. 48167.25330 07:54:05 10/14/14 326 Tryon Rd. Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX. (919)661-6350 mkirchner Discrete Tower Loads � Description Face Offset Offsets: Azimuth Placement CaA� C,�AA Weight or Type Horz Adjusnnent Frait Side Leg Lateral Vert ft ° ft ftZ ft� Ib � � (2)CMA-BDHH/6521/EO-6 A From 4.00 0.000 190.00 No Ice 12.54 6.53 110 w/Mount Pipe Centroid-Fa 0.000 ce 4.000 CMA-BDHH/6521/EO-6 w/ B From 4.00 0.000 190.00 No Ice 12.54 6.53 110 Mount Pipe Centroid-Fa 0.000 ce 4.000 CMA-BDHH/6521/EO-6 w/ C From 4.00 0.000 190.00 No Ice 12.54 6.53 110 Mount Pipe Centroid-Fa 0.000 ce 4.000 SBNHH-1D65C w/Mount A From 4.00 0.000 190.00 No Ice 11.59 9 79 99 Pipe Centroid-Fa 0.000 ce 4.000 (2)SBNHH-1D65C w/ B From 4.00 0.000 190.00 No Ice 11.59 9.79 99 Mount Pipe Centroid-Fa 0.000 ce 4.000 SBNHH-1D65C w/Mount C From 4.00 0.000 190.00 No Ice 11.59 9 79 99 Pipe Centroid-Fa 0.000 ce 4.000 FRLB A From 4.00 0.000 190.00 No Ice 2.41 0.90 60 Centroid-Fa 0.000 ce 4.000 (2)FRLB B From 4.00 0.000 190.00 No Ice 2.41 0.90 60 Centroid-Fa 0.000 ce 4.000 FRLB C From 4.00 0.000 190.00 No Ice 2.41 0.90 60 Centroid-Fa 0.000 ce 4.000 NSN COVP A From 4.00 0.000 190.00 No Ice 0.83 0.46 11 Centroid-Fa 0.000 ce 4.000 NSN COVP B From 4.00 0.000 190.00 No Ice 0.83 0.46 11 Centroid-Fa 0.000 ce 4.000 (2)ECC1920-VPUB A From 4.00 0.000 190.00 No Ice 0.54 0.19 8 Centroid-Fa 0.000 ce 0.000 (2)ECC1920-VPUB B From 4.00 0.000 190.00 No Ice 0.54 0.19 8 Centroid-Fa 0.000 ce 0.000 (4)ECCI920-VPUB C From 4.00 0.000 190.00 No Ice 0.54 0.19 8 Centroid-Fa 0.000 ce 0.000 FRIE A From 4.00 0.000 190.00 No Ice 0.98 1 11 55 Centroid-Fa 0.000 ce 4.000 FRIE C From 4.00 0.000 190.00 No Ice 0.98 1.11 55 Centroid-Fa 0.000 ce 4.000 FXFB A From 4.00 0.000 190.00 No Ice 0.99 1.12 55 Centroid-Fa 0.000 ce 0.000 � � � . :. �rr�� Job Page 1 Pasco Co nty (VS) (BU 826548) 15 of 25 Tower E�zgi�teering Project Date Professionals,Inc. TEP o. 48167.25330 07:54:05 10/14/14 326 Tryon Rd. Raleigh,NC27603 Client Designed by Pha:e. (919)661-6351 rown Castle FAX. (919)661-6350 mkirchner Description Face O,�'fset Offsets: Azimuth P[acemenr C,aAn C,�AA Weight or Type Horz Adjustrnent Front Side Leg Lctteral Vert ft ° fr ftZ ,ftZ !b i � � (2)FXFB C From 4.00 0.000 190.00 No Ice 0.99 1 12 55 Centroid-Fa 0.000 ce 0.000 (2)FRIG A From 4.00 0.000 190.00 No Ice 2.79 1.10 57 Centroid-Fa 0.000 ce 0.000 FRIG B From 4.00 0.000 190.00 No Ice 2.79 1.10 57 Centroid-Fa 0.000 ce 0.000 FRIG C From 4.00 0.000 190.00 No Ice 2.79 1 10 57 Centroid-Fa 0.000 ce 4.000 7'x 2"Pipe Mount A From 4.00 0.000 190.00 No Ice 1.66 1.66 26 Centroid-Fa 0.000 ce 2.000 7'x 2"Pipe Mount B From 4.00 0.000 190.00 No Ice 1.66 I.66 26 Centroid-Fa 0.000 ce 2.000 (2)7'x 2"Pipe Mount C From 4.00 0.000 190.00 No Ice 1.66 1.66 26 Centroid-Fa 0.000 ce 2.000 Platform Mount[LP 715-1] C None 0.000 190.00 No Ice 44.21 44.21 1775 8'Ladder B From 2.00 0.000 190.00 No Ice 1.53 5.33 97 Centroid-Fa 0.000 ce -4.000 *171* (4)DBXNH-6565B-R2M w/ A From Leg 4.00 0.000 171.00 No Ice 8.73 7.16 80 Mount Pipe 0.000 4.000 (4)DBXNH-6565B-R2M w/ B From Leg 4.00 0.000 171.00 No Ice 8.73 7.16 80 Mount Pipe 0.000 4.000 (4)DBXNH-6565B-R2M w/ C From Leg 4.00 0.000 171.00 No Ice 8.73 7.16 80 Mount Pipe 0.000 4.000 (3)ECC1920-VPUB A From Leg 4.00 0.000 171.00 No Ice 0.54 0.19 8 0.000 4.000 (3)ECC1920-VPUB B From Leg 4.00 0.000 171.00 No Ice 0.54 0.19 8 0.000 4.000 (2)ECC1920-VPUB C From Leg 4.00 0.000 171.00 No Ice 0.54 0.19 8 0.000 4.000 (4)FRIG A From Leg 4.00 0.000 171.00 No Ice 2.79 1.10 57 0.000 4.000 FXFB A From Leg 4.00 0.000 171.00 No Ice 0.99 1.12 55 0.000 4.000 FXFB B From Leg 4.00 0.000 171.00 No Ice 0.99 1 12 55 0.000 4.000 FXFB C From Leg 4.00 0.000 171.00 No Ice 0.99 1.12 55 0.000 4.000 (2)FRIE B From Leg 4.00 0.000 171.00 No Ice 0.98 1.11 55 , � , Pa e ��T�� JOb Pasco County (VS) (BU 826548) 9 16 of z5 Tower Engineeri�zg Project Date Professionals,Inc. TEP No. 48167.25330 07:54:05 10/14/14 326 Tryon Rd. Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle � FAX. (919)661-6350 mkirchner Descri tion Face O set O sets: Azimuth P[acemertt C C Wei ht P .� .f.l� afln M1n S or Type Horz Adjusnnent Front Side Leg Latera[ Vert ft ° ft fi� ftZ Ib h h 0.000 4.000 OVP_DC1-48-60-0-15D B From Leg 4.00 0.000 171.00 No Ice 0.40 031 5 0.000 4.000 (4)ETW190VS12UB C From Leg 4.00 0.000 171.00 No Ice 0.66 037 15 0.000 4.000 Sector Mount[SM 104-3] C None 0.000 171.00 No Ice 30.02 30.02 953 *160* X7C-FRO-860 w/Mount A From Leg 4.00 0.000 160.00 No Ice 13.91 10.94 96 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 96 Pipe 0.000 0.000 X7C-FRO-860 w/Mount C From Leg 4.00 0.000 160.00 No Ice 13.91 10.94 96 Pipe 0.000 0.000 (2)CAP-FRO-656 w/Mount A From Leg 4.00 0.000 160.00 No Ice 5.09 5.01 40 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 40 Pipe 0.000 0.000 (2)CAP-FRO-656 w/Mount C From Leg 4.00 0.000 160.00 No Ice 5.09 5.01 40 Pipe 0.000 0.000 Sector Mount[SM 602-3] C None 0.000 160.00 No Ice 33.11 33.11 1541 Pipe Mount[PM 601-3] C None 0.000 160.00 No Ice 4.39 4.39 195 � *150* APXVERRI8-C w/Mount A From Leg 2.00 0.000 150.00 No Ice 8.50 6.95 76 Pipe 0.000 0.000 APXVERRI8-C w/Mount B From Leg 2.00 0.000 150.00 No Ice 8.50 6.95 76 Pipe 0.000 0.000 APXVERRIB-C w/Mount C From Leg 2.00 0.000 150.00 No Ice 8.50 6.95 76 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 0.000 0.000 RRUS-11 800MHz B From Leg 2.00 0.000 150.00 No Ice 2.94 1.52 54 0.000 0.000 RRUS-11 800MHz C From Leg 2.00 0.000 150.00 No Ice 2.94 1.52 54 0.000 0.000 (3)ACU-A20-N A From Leg 2.00 0.000 150.00 No Ice 0.08 0.14 1 0.000 0.000 (3)ACU-A20-N B From Leg 2.00 0.000 150.00 No Ice 0.08 0.14 1 0.000 0.000 (3)ACU-A20-N C From Leg 2.00 0.000 150.00 No Ice 0.08 0.14 1 0.000 J � ' j + (, �u��p Job Page e��'�` Pasco Co nty (VS) (BU 826548) 17 of 25 Tower Engineering Project Date Professionals,Inc. TEP o. 48167.25330 07:54:05 10/14/14 326 Tryon Rd. Raleigh,NC27603 Client Designed by Phaie:(919)66]-6351 rown Castle FAX. (919)661-6350 mkirchner ' Description Face Offset Offsets: Azimuth Placement C,tA� C,�.4a Weight or Type HorZ Adjustment Frwit Side Leg Lateral Vert .ft ° ft ,fr� frz 16 � ft 0.000 800MHz SMR Filter A From Leg 2.00 0.000 150.00 No Ice 0.76 0.25 9 0.000 0.000 800MHz SMR Filter B From Leg 2.00 0.000 150.00 No Ice 0.76 0.25 9 0.000 0.000 800MHz SMR Filter C From Leg 2.00 0.000 150.00 No Ice 0.76 0.25 9 0.000 0.000 TTTT65AP-1 XR A From Leg 2.00 0.000 150.00 No Ice 737 3.48 39 0.000 0.000 'I°ITI'65AP-1 XR B From Leg 2.00 0.000 150.00 No Ice 737 3.48 39 0.000 0.000 TTIT65AP-1XR C From Leg 2.00 0.000 150.00 No Ice 7.37 3.48 39 0.000 0.000 RRUS 31 B25 A From Leg 2.00 0.000 150.00 No Ice 1.89 1 49 56 0.000 0.000 RRUS 31 B25 B From Leg 2.00 0.000 150.00 No Ice 1.89 1.49 56 0.000 0.000 RRUS 31 B25 C From Leg 2.00 0.000 150.00 No Ice 1.89 1.49 56 0.000 0.000 FZHJ-RRH A From Leg 2.00 0.000 150.00 No Ice 1.47 1.18 55 0.000 0.000 FZHJ-RRH B From Leg 2.00 0.000 150.00 No Ice 1 47 1 18 55 0.000 0.000 FZHJ-RRH C From Leg 2.00 0.000 150.00 No Ice 1.47 1.18 55 0.000 0.000 Sector Mount[SM 402-3] C None 0.000 I50.00 No Ice 18.91 18.91 851 ***** HB-X-AW-23-33-0OT A From Leg 2.00 0.000 140.00 No Ice 4.87 4.87 44 0.000 0.000 HB-X-AW-23-33-0OT B From Leg 2.00 0.000 140.00 No Ice 4.87 4.87 44 0.000 0.000 HB-X-AW-23-33-0OT C From Leg 2.00 0.000 140.00 No Ice 4.87 4.87 44 0.000 0.000 Sector Mount[SM 402-3] C None 0.000 140.00 No Ice 18.91 18.91 851 * ; � 1 • Pa e - ��T��p Job Pasco County(VS) (BU 826548) g 18 of�5 Tower Engineering Project Date Professionals,Inc. TEP No. 48167.25330 07:54:05 10/14/14 326 Tryon Rd. Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX. (919)661-6350 mkirchner toad Combinations Camb. 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 1 I 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 Secrion Elevarion Horz. Gov. Tilt Twist No. Deflection Laad h in Comb. ° ° T 1 190-180 4 753 37 0.227 0.006 T2 180-160 4.271 37 0.223 0.006 T3 160-140 3343 37 0.200 0.005 T4 140-120 2.553 37 0.166 0.005 TS 120-113333 1.863 37 0.143 0.004 T6 113.333-106.667 1.653 37 0.134 0.004 T7 106.667-100 1.458 37 0.124 0.003 T8 100-80 1.284 37 0.114 0.003 •T9 80-70 0.823 37 0.091 0.002 T 10 70-60 0.627 37 0.078 0.002 T 11 60-40 0.470 37 0.065 0.002 T12 40-30 0.218 37 0.042 0.001 T 13 30-20 0.125 37 0.031 0.001 � � � r r. �uT�� Job Page � EII.A� Pasco Co nty(VS) (BU 826548) 19 of 25 Tower E�tgiiteeri�tg Project Date Professionals,Inc. TEP No. 48167.25330 07:54:05 10/14/14 326 Tryon Rd. Raleigh,NC27603 Client Designed by Phone:(919)661-6351 rown Castle FAX:(919)661-6350 mkirchner Section Elevation Horz Cov Tilt Twist No. Deflection Laad t in Comb. ° ° T 14 20-0 0.067 37 .019 0.001 Critical Deflections and Radi s of Curvature - Service Wind Elevation Appurtenance Gov. Deflect an Ti[J Twist Radius of Laad Curvature Comb. in ° ° t 190.00 (2)CMA-BDHH/6521/EO-6 w/ 37 4 75 0.227 0.006 556825 Mount Pipe 171.00 (4)DBXNH-6565B-R2M w/Mount 37 3.84 0.215 0.005 52609 Pipe 160.00 X7C-FRO-860 w/Mount Pipe 37 3.34 0.200 0.005 27950 150.00 APXVERRI8-C w/Mount Pipe 37 2.93 0.183 0.005 36379 140.00 HB-X-AW-23-33-OOT 37 2.55 0.166 0.005 55739 Maximum Tower Defl ctions -�Design Wind Section E[evation Harz. Gov. ilt Twist No. Deflection Load t in Comb. ° T1 190-180 23.660 24 .131 0.032 T2 180-160 21.258 24 .109 0.029 T3 160-140 16.640 24 .993 0.025 T4 140-120 12.706 24 .828 0.023 TS 120-113.333 9.271 24 .712 0.019 T6 113.333-106.667 8.230 24 .666 0.018 T7 106.667-100 7.256 24 618 0.016 T8 100-80 6390 24 567 0.015 T9 80-70 4.095 24 0 451 0.012 T10 70-60 3.119 24 388 0.010 T 11 60-40 2339 24 322 0.008 T12 40-30 1.084 24 0 210 0.005 T13 30-20 0.624 24 0 152 0.004 T 14 20-0 0.335 24 0 092 0.003 Critical Deflections and Radi s of Curvature - Design Wind Elevation Appurtenance Gov. Deflecti n Tilt Twis� Radius of Load Curvature Comb in ° ° 190.00 (2)CMA-BDHH/6521/EO-6 w/ 24 23.66 1 131 0.032 111283 Mount Pipe 171.00 (4)DBXNI�I-6565B-R2M w/Mount 24 19.121 1.069 0.027 10570 Pipe 160.00 X7C-FRO-860 w/Mount Pipe 24 16.64 0.993 0.025 5615 150.00 APXVERRI8-C w/Mount Pipe 24 14.591 0.908 0.024 7303 140.00 HB-X-AW-23-33-OOT 24 12.706 0.828 0.023 11205 L � � � �� Job Page Pasco County (VS) (BU 826548) 20 of�5 Tower Engineeri�zg Project Date Professio�aals,Inc. TEP No. 48167.25330 07:54:05 10/14/14 326 Tryon Rd. Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX. (919)661-6350 mkirchner �olt Design Data Section Elevation Cornponent Bolt Bo[t Size Number Maximum Allowable Ratio A[lowable Criteria Na. Type Grade Of Load per Laad Load Ratio ft in Bolts Bolt �b Allowable lb Tl 190 Leg A325N 0.750 4 2675 29821 0.090 1 Bolt Tension Diagonal A325N 0.500 2 1907 4996 0382 1 Member Block Shear Top Girt A325N 0.500 1 1533 7952 0.193 1 Bolt Shear T2 180 Leg A325N 0.875 4 13296 40589 0.328 1 Bolt Tension Diagonal A325N 0.500 2 4122 5505 0.749 1 MemberBlock Shear Top Girt A325N 0.500 1 24 7952 0.003 1 Bolt Shear T3 160 Leg A325N 1.000 6 17908 53014 0338 1 Bolt Tension Diagonal A325X 0.750 1 11143 17944 0.621 1 MemberBlock Shear Top Girt A325N 0.750 1 328 17892 0.018 1 Bolt Sheaz T4 140 Leg A325N 1.500 4 42699 119282 0358 1 Bolt Tension Diagonal A325N 0.625 2 6277 7697 0.815 1 MemberBlock Shear Top Girt A325N 0.625 1 2707 12425 0.218 1 Bolt Shear TS 120 Diagonal A325N 0.625 2 6408 7697 0.832 1 Member Block Shear Top Girt A325N 0.625 1 2202 12425 0.177 1 Bolt Shear T6 113.333 Diagonal A325N 0.625 2 6523 7697 0.847 1 MemberBlock Shear T'7 106.667 Leg A325N 1.500 6 38742 119282 0325 1 Bolt Tension Diagonal A325X 0.625 2 7133 15395 0.463 1 MemberBlock Shear T8 100 Leg A325N 1.500 6 47973 119282 0.402 1 Bolt Tension Diagonal A325N 0.750 2 8523 12506 0.681 1 MemberBlock Shear Top Girt A325N 0.750 1 4201 17892 0.235 1 Bolt Shear T9 80 Diagonal A325N 0.625 2 8217 11623 0.707 1 MemberBlock Shear Top Girt A325N 0.625 1 4265 12425 0.343 1 Bolt Sheaz T10 70 L,eg A325N 1.500 6 57883 119282 0.485 1 BoltTension Diagonal A325X 0.625 2 9318 23245 0.401 1 MemberBlock Shear Tll 60 Leg A325N 1.500 6 67694 119282 0.568 1 Bolt Tension Diagonal A325N 0.750 2 9900 17892 0.553 1 Bolt Shear Top Girt A325N 0.750 1 5848 15769 0371 1 Member Bearing T12 40 Diagonal A325N 0.750 2 9433 17892 0.527 1 Bolt Shear Top Girt A325N 0.750 1 5509 15769 0.349 1 Member Bearing T13 30 Leg A325N 1.500 6 77256 119282 0.648 1 BoltTension Diagonal A325X 0.750 2 10730 33495 0320 1 Gusset Bearing T14 20 Diagonal A325N 0.750 2 11124 17892 0.622 1 Bol[Sheaz Top Girt A325N 0.750 1 5910 15769 0375 1 Member Bearing Com ression Checks Leg Design Data (Compression) � � � Y Page � `� '��T�� Job Pasco Go nty (VS) {BU 826548) 21 of 25 Tower Engineering Project Date Professionals,Inc. TEP o. 48167.2533Q 07:54:05 10l14/14 326 Tryon Rd. Raleigh,NC27603 Client Designed by Phone:(919)561-6351 rawn Castle FAX. (919)66]-6350 IiI�CICChtl2C Section �levation Size L L„ K�lr A P �P„ Raiio No. P�+ ft ft ft inZ Tb !b p„ Tl 140-1$0 Pipe2.5STD lO.dQ 5.00 63.3 1744 -13757 53866 0.255' IC=1.00 T2 180-160 PIP�3.5 STL1 20.00 5.00 44.9 2.680 -60379 96$72 Q.623' x=i.ao T3 Ib0-I40 Pipe 5 STD 20.02 6.67 42.? 4.297 -12072I 15740d d.767' K=1.00 T4 14Q-120 Pipe 8 STD 20.Q2 6.67 273 8.399 -1896b8 330771 Q.573' K=1.Od TS 120-113.333 Pipe 8 STD 6.67 6.67 27.3 8.399 -212369 330771 0.642' K=lAO T6 I 13333- Pipe 8 STD 6.6? 6.b7 273 8349 -235333 33Q'7?1 0.711 I 106.667 IC=1.00 T7 106.667-lOQ Fipe 8 STD 6.6? 6.67 27.3 8399 -256575 330771 0.776' R=I.40 T8 100-80 Pipe 10 STD(SCH40) 20.02 10.01 32.5 11.966 -317860 461312 0.689' K=1.00 'i'9 80-70 Pipe10STD(SCH44) Id.QI IO.dl 32.5 II966 -35212$ 461322 4.761' IC=1.00 T10 70-60 Pipe 10 STD(SCH40) 10.01 10A1 32.5 11.966 -3$4013 461312 0.&32' K=1.d0 T11 60-40 Pipe12STD 20.02 10.01 27.4 14.579 -450883 573746 0.786' TC=1.00 T12 40-3Q Pape12STA I0.01 10.02 27.4 I4.579 -4&3962 573746 0.844' TC=1.00 T13 30-20 Pipa12STD 10.01 10.01 27.4 14.579 -516640 573746 0.900' IC=l.OQ T14 20-p Pipe 12 7tEJ 20.02 IQ.OI 27.7 t9.242 -582589 7565I0 0.770' K=1.00 �P a I�Px COIltr015 Diagonal Design a#a {Compressian} Section Etevataon Size L L„ Ktlr A P �P„ Ratio Na. P" � fr ft inz lb !b �pR T1 Z90-1$0 L1314x13I4x3t16 9.43 4.41 i46.0 0.621 -3825 65$4 O.S8I' K=0.95 T2 180-160 L2x2x3/16 9.43 4.35 129.6 0.715 -$903 9563 0.868' K=0.98 T3 160-140 2L21/2x21/2x3/16x3/8 II.S2 5.64 87I 1.800 -11556 39I32 0.295' K=1.00 T4 I4Q-124 L3x3x3J16 12.91 6.Q0 12Q.7 1.090 -12731 16272 0.782' K=I.00 TS 120-I 13.333 L3x3x3/I6 1339 6.24 124.4 1.090 -13002 15534 0.837' I{=4.49 T6 I I3.333- L3x3x3/l6 13.87 6.49 I28.1 I.096 -12949 14802 0.875' 106.667 FC=0.98 T7 106.667-IQO 2L3x3x3l16x1l2 14.36 5.93 $8.6 2.18Q -14555 45'783 0318' K=2.00 T$ ]00-$0 L3 1/2x3 I/2x1/4 17 41 $.18 136.4 1.690 -17192 20524 0.838' FC=0.96 T9 84-70 L3 2t2x3 1t2x114 18.10 &.Sb 141.4 2.690 -I6b41 I4d94 0.872' K=0.96 T10 70-60 2L3-1/2x3-1/2x1/4x1/2 18.$Q 911 100.2 3.375 -18934 64A4$ 0.294' i ' 1 ti Job Page ��p Pasco County (VS) (BU 826548) 22 of z5 Tower E�tgineering Project Date Professiorzals,Inc. TEP No. 48167.25330 07:54:05 10/14/14 326 Tryon Rd. � Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX. (919)661-6350 mkirchner Section Elevatio�t Size L L„ K!/r A P„ �P„ Ratio No. P„ ft ft ft in� lb lb �p� K=1.00 T11 60-40 L31/2x31/2x3/8 20.23 9.51 155.2 2.480 -19801 23250 0.852' K=0.93 T12 40-30 L3 1/2x3 1/2x3/8 20.96 9.88 160.1 2.480 -18867 21849 0.864' K=0.93 T13 30-20 2L31/2x31/2x3/8x1/2 21.69 10.48 117.1 4.969 -21902 78174 0.280' K=1.00 T 14 20-0 IAx4x3/8 23.19 11.01 156.3 2.860 -22249 264-04 0.841 ' K=0.93 i P„ ��P COritrO1S � Top Girt Design Data (Compression) Sectron E[evatian Size L L„ Kl/r A P„ �P„ Ratio No. p„ ft ft ft in1 lb !6 �p� Tl 190-180 L31/2x31/2x1/4 8.00 7.55 130.6 1.690 -1533 22314 0.069' K=1.00 T3 160-140 L31/2x31/2x3/8 8.00 7.67 133.9 2.480 -207 31241 0.007' K=1.00 T4 140-120 L31/2x31/2x3/8 9.67 8.96 156.6 2.480 -2335 22854 0.102' K=1.00 TS 120-113.333 L4x4x3/8 1133 10.38 158.0 2.860 -1958 25883 0.076' K=1.00 T8 100-80 L4x4x3/8 13.00 12.01 182.9 2.860 -3880 19314 0.201' K=1.00 T9 80-70 LSx5�c5/16 14.67 13.53 1633 3.030 �043 25668 0.158' K=1.00 Tll 60-40 LSx5x5/16 16.33 15.16 183.0 3.030 -5520 20429 0.270' - K=1.00 T12 40-30 LS�c5x5/16 18.00 16.67 201.2 3.030 -5199 16908 0.307' K=1.00 KL/R>200(C)-189 T14 20-0 LS�c5x5/16 19.67 18.33 221.3 3.030 -5476 13974 0.392' K=1.00 KL/R>200(C)-210 �P„ I$P„COritrO1S Tension Checks Leg Design Data (Tension) Section Elevation Size L L„ Kl/r A P„ �P„ Ratio No. P� ,f� ft ft inZ !b lb �p� TI 190-180 Pipe 2.5 STD 10.00 5.00 63.3 1 704 10699 70548 0.152' T2 180-160 PIPE 3.5 STD 20.00 5.00 44.9 2.680 53183 110933 0.479' i � � 1 . :1 �u��p Job Page E��'`� Pasco Co nty (VS) (BU 826548) 23 of 25 Tower Engi�zeering Project Date Professioraals,Inc. TEP No. 48167.25330 07:54:05 10/14/14 326 Tryat Rd. Raleigh,NC27603 Client Designed by Phone:(919)661-6357 rown Castle mkirchner FAX.•(919)661-6350 Section Elevatian Size G K//r A P L.�, „ P„ Ratio � No. Pu ft ft ft inz Ib [b �p T3 160-140 Pipe 5 STD 20.02 6.67 42.7 4.297 107447 177914 0.604' T4 140-120 Pipe 8 STD 20.02 6.67 273 8399 170794 347729 0.491 ' TS 120-113.333 Pipe 8 STD 6.67 6.67 273 8399 191647 347729 0.551 ' T6 113.333- Pipe 8 STD 6.67 6.67 273 8.399 212686 347729 0.612' 106.667 T7 106.667-100 Pipe 8 STD 6.67 6.67 27.3 8.399 232451 347729 0.668� T8 100-80 Pipe 10 STD(SCH40) 20.02 10.01 32.5 11.966 287837 495377 0.581 ' T9 80-70 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.966 317752 495377 0.641 ' T 10 70-60 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.966 347295 495377 0.701 ' T 11 60-40 Pipe 12 STD 20.02 10.01 27.4 14.579 406166 603569 0.673' T12 40-30 Pipe 12 STD 10.01 10.01 27 4 14.579 435076 603569 0.721 ' T 13 30-20 Pipe 12 STD 10.01 10.01 27 4 14.579 463536 603569 0.768' TI4 20-0 Pipe 12 XH 2O.02 10.01 27 7 19.242 519761 796629 0.652' I P„ ��P„COritrO1S Diagonal Desig Data (Tension) Secrion Elevation SiZe L L„ Kl/r A P„ �P„ Ratio No. P„ ft fr ft in� lb !b P� T1 190-180 L13/4x13/4x3/16 9.43 441 1023 0378 3813 16440 0.232' T2 180-160 L2x2x3/16 9.43 4.35 87.9 0.448 8244 19504 0.423' T3 160-140 2L21/2x21/2x3/16x3/8 11.52 5.64 87.1 1104 11143 48020 0.232' T4 140-120 L3x3x3/16 12.91 6.00 79.2 0.712 12554 30973 0.405' TS 120-1 13333 L3x3x3/16 13.39 6.24 823 0.712 12816 30973 0.414' T6 113.333- L3x3x3/16 13.87 6.49 85.4 0.712 13047 30973 0.421 ' 106.667 T7 106.667-100 2L3x3x3/16x1/2 14.36 6.93 88.6 1.424 14265 61937 0.230' T8 100-80 L3 1/2x3 1/2x1/4 17 41 8.18 92.6 1.103 17046 48000 0.355' T9 80-70 L31/2x31/2x1/4 18.10 8.56 96.4 1.127 16433 49019 0335' T10 70-60 2L3-1/2x3-1/2x1/4x1/2 18.80 9.11 100.2 2.250 18636 97875 0.190' T11 60-40 L31/2x31/2x3/8 20.23 9.51 1093 1.614 19607 70205 0.279' T12 40-30 L31/2x31/2x3/8 20.96 9.88 113.4 1.614 18576 70205 0.265' T13 30-20 2L31/2x31/2x3/8x1/2 21.69 10.48 117.1 3.234 21459 140695 0.153' T14 20-0 L4x4x3/8 23.19 11.01 109.6 1.899 21951 82602 0.266' 1 P u /$P controls Top Girt Desig Data (Tension) Section Elevarion Size L L„ Kl/r A P„ �p„ Ratio No. P„ ft ft ft in2 lb !b �p� T1 190-180 L31/2x31/2x1/4 8.00 7.55 85.4 1.150 1511 50039 0.030' T2 180-160 L3 1/2x3 1/2x1/4 8.00 7.55 85.4 1.150 24 50039 0.000' T3 160-140 L31/2x31/2x3/8 8.00 7.67 86.0 1.614 328 70205 0.005' T4 140-120 L31/2x31/2x3/8 9.67 8.96 103.2 1.649 2707 71734 0.038' TS 120-113.333 L4x4x3/8 11.33 10.38 103.6 1.934 2202 84132 0.026' T8 100-80 LAx4x3/8 13.00 12.01 119.8 1.899 4201 82602 0.051' T9 80-70 LSx5x5/16 14.67 13.53 1052 2.097 4265 91207 0.047' � e r � Job Page ��T01��' � g 24 of�5 Pasco County ( S) ( U 826548) TowerEngineeri�zg Project Date Professionals,Inc. TEP No. 48167.25330 07:54:05 10/14/14 326 Tryon Rd. Raleigh,NC 27603 Client Desi ned b Phone:(919)661-6351 Crown Castle 9 Y FAX:(919)661-6350 mkirchner Section Elevation Size L L„ KI/r A P„ �P„ Ratio No. P„ ft ft ft inZ lb !b �p� T11 60-40 LSx5x5/16 16.33 15.16 118.0 2.067 5848 89933 0.065' T12 40-30 LSx5x5/16 18.00 16.67 129.5 2.067 5509 89933 0.061 ' T14 20-0 LS�xS/16 19.67 1833 142.2 2.067 5910 89933 0.066' 1 P„ I�P„CORtrO1S Section Capacity Table � Section Elevation Component Size Critical P pPa��a„. % Pass Na, ft Type Elemeitt !b lb Capacity Fail T1 190-180 L,eg Pipe 2.5 STD 2 -13757 53866 25.5 Pass T2 180-160 Leg PIPE 3.5 STD 20 -60379 96872 62.3 Pass T3 160-140 I.eg Pipe 5 STD 50 -120711 157400 76.7 Pass T4 140-120 Leg Pipe 8 STD 74 -189668 330771 57.3 Pass TS 120-113333 Leg Pipe 8 STD 98 -212369 330771 64.2 Pass T6 113.333- Leg Pipe 8 STD I 10 -235333 330771 71.1 Pass 106.667 T7 106.667-100 I.eg Pipe 8 STD I 19 -256575 330771 77.6 Pass T8 100-80 Leg Pipe 10 STD(SCH40) 128 -317860 461312 68.9 Pass T9 80-70 L.eg Pipe 10 STD(SCH40) 146 -351128 461312 76.1 Pass T10 70-60 Leg Pipe 10 STD(SCH40) 158 -384013 461312 83.2 Pass T11 60-40 Leg Pipe 12 STD 168 -450883 573746 78.6 Pass T 12 40-30 Leg Pipe 12 STD 186 -483961 573746 84 4 Pass T 13 30-20 Leg Pipe 12 STD 198 -516640 573746 90.0 Pass T14 20-0 Leg Pipe 12 XH 207 -582589 756510 77.0 Pass T1 190-180 Diagonal L13/4x13/4x3/16 9 -3825 6584 58.1 Pass T2 180-160 Diagonal L2x2x3/16 27 -8303 9563 86.8 Pass T3 160-140 Diagonal 2L2 1/2x2 1/2�c3/16x3/8 57 -11556 39132 29.5 Pass 62.1(b) T4 140-120 Diagonal L3x3x3/16 81 -12731 16272 78.2 Pass 81.5(b) TS 120-113333 Diagonal L3x3�c3/16 105 -13002 15534 83.7 Pass T6 113333- Diagonal L3x3x3/16 117 -12949 14802 87.5 Pass 106.667 T7 106.667-100 Diagonal 2L3x3x3/16x1/2 126 -14555 45783 31.8 Pass 463(b) T8 100-80 Diagonal L3 1/2x3 1/2x1/4 138 -17192 20524 83.8 Pass T9 80-70 Diagona] L31/2x31/2x1/4 156 -16641 19094 87.2 Pass T10 70-60 Diagonal 2L3-1/2x3-I/2x1/4x1/2 165 -18934 64448 29 4 Pass 40.1(b) T11 60-40 Diagonal L31/2x31/2x3/8 177 -19801 23250 85.2 Pass T12 40-30 Diagonal L31/2x31/2x3/8 195 -18867 21849 86.4 Pass T13 30-20 Diagonal 2L31/2x31/2x3/8x1/2 204 -21902 78174 28.0 Pass 32.0(b) TI4 20-0 Diagonal L4x4x3/8 216 -22249 26444 84.1 Pass T1 190-180 Top Girt L3 1/2x3 1/2x1/4 6 -1533 22314 6.9 Pass 193(b) T2 180-160 TopGirt L31/2x31/2x1/4 22 20 50039 0.2 Pass 0.3(b) T3 160-140 Top Girt L3 1/2x3 1/2x3/8 54 -207 31241 0.7 Pass 1.8(b) T4 140-120 Top Girt L3 1/2x3 1/2x3/8 78 -2335 22854 10.2 Pass zi.a ro> TS 120-113.333 Top Girt L4x4�c3l8 102 -1958 25883 7.6 Pass 17 7(b) T8 100-80 Top Girt LAx4x3/8 132 -3880 19314 20.1 Pass J f i" :t Page � � �T�� Job P�SGO CO nty (VS) (BU 826548) 25 of 25 Tower Engineeri�tg Project Date Professionuls,Inc. TEP No. �-8167.2533Q 07:54:05 1Q114/14 326 Tryon Rd. Raleigh,NC27603 Client Designed by Phor:e:{919)Sb1-635I COW(Y{�r'iS1�@' FAX:(919)661-6350 mkirchner section Elevation Contponent Size Critical P ¢Pa��o„, %a Pass No. .� �YP� Etement tb Ib Caparity Fait 23.5(b7 T9 80-70 Top Girt L5�c5x5/16 I50 -4043 2566$ 15.8 Pass 34.3 @} T11 60-40 TopGirt LS�c5x5/16 171 -SS20 20429 27.0 Pass 37 1(b) T12 40-3Q Top Girt LSx5x5115 189 -5194 ib9Q$ 30.7 Pass 34.9(b} T14 20-0 Top Girt L5x5x5/16 210 -5476 13974 39.2 Pass Summary L.eg(TI3} 90.0 Pass Diagonal $7.5 Pass �T�) Top Girt 39.2 Pass (T14) Boit Checks &4 7 Pass EtATING= 90.0 Pass Program Version 6.1.4 1-12/17/2013 File:C:/LJsers/mkirchner/Desktop/48167. 533Q Pasca County(VS)/8265�18_LC7.eri , � a t � October 14 2014 190-ft Self-Support Tower Structura/Analysis CCl BU No 82�548 � TEP Project Number 48i67.25330,Application 265056, Revision 3 Page 10 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 6.1.4.1 i a �' � 1 V 91�6 (RESERVED) �I (7) 7/8'TO 150 FT LEVEL INSTALLED 12) 1-5 8'TO 160 Ff LEVEL (INSTALLED) (3) 1-3/16'TO 150 Ff LEVEL LEG C LEG A � �� O�� . •� • ••• (INSTALLED) . � � (INSTALLED) (s) �—s/a•To iao Fr � • � (4) a/e•To t�i Fr � (7) 7/B'TO 171 FT LEVEL � • (i2) �—s/a•To m Fr�EVa • � � • • � • �. � (PROP65ED) (INSTALLED) • (14) 1-5/8"TO 190 FT LEVEL �• �• �• ��o LEG B BUSINE55 UNR: 826548 TOWER ID:C_B/SELEVEL �' ! � � October 14,2014 190-ft Self-Support Tower Structural Analysis CC!BU No 82�548 ` TEP Project Number 48167.25330,Application 265056, Revision 3 Page 11 APPENDIX C ADDITIOIVAL CALCULATIONS tnxTower Report-version 6.1.4.1 ; ., . ; ; , Anchor Rod Check for Self Supporti g Towers ��,,�a�/� , TIA-222-G,Sectian 4.9.9 Rev.6.1 �� '��"�'��' Site Data Reactions BU#: 826548 �Eta Factor, � 0,55 Detail Ty e Site Name: Pasco Coun VS U li#t,Pu: 534.537 ki s A #: 265056 Rev.3 Shear,Vu: 54.294 ki s �� Anchor Rod Data � *a�� in � �— pty, """""g MU=0.65 lar Vu ft-kips Diam� 2.25 in Rod Material: Other Stren th Fu : 75 ksi nchor Rod Resutts: Yield F : 55 ksi Max Rad(Cu+Vu/n): 105.5 Kips Design A�ciaE,��Fu"Anet: 195.0 Kips ' Rod Circle: in Anchor Rod Stress Ratio: 54.1% `e� in '#of Rads 1 or 2 f Appiicabte; Mu=Pu x e: ft-ki s nchor Rod Results with Bendin Gonsidered: "Qnly enter rod circ/e,Offse�(e)and number hen the clear disfance fram the top of concrete to the bottom of anchar rods at fhe extreme fiber fo f level nut excceeds 1.0 times#he diameter of the anchor rod, cor�sider if eccentric load due to!eg he following interaction equation shall also be satisfied(see reinforcement exist. tgure 4-4 of Rev. �): �Vu��Rnv)2+��Pu��Rnt)+�Mu��Rnm)�Z<�1 ��..,w�, r'`.�"` .ce` .��dt \ d` ,a�� Rnv=�*0.45*F„b�Ab= kips , ��• ¢—.-�--' �� .._i��.,.�..,.� �R �F �A ki s $ °- 8 nt=� u net= P ````-.°-� ��`'�--��'""`r Q��nm=�*Fy*Z= fk-kips ca€:sm'c,-� � con,.e�-� �r�;,, ��'*WB=�.IW'W ��- r 4 �� i L `� � -`�`�,^..v 8�t�.�'. ,��G� u^��.+3��i't u-� ! Qetail Typ� (a} c�e��i�Ty�e{�l ��.�o ��y_�a i i .�"'°''""ti� ��``a. j � a �, �.ya i � �``L�t..�..•�d ��''' � � �O'� � ��„,� �� ,-r:�,�,<� �:�:�: �,zz-s— � c«,�a �:r' '�. �'"�; �_.___� �_----_��__� �EC�'tc�3Y3 C-� .�.�CT(��v Q-t� ��t��-��} ��{��€�-�� NEaximum Acceptabte Ratio: 105 °lo 'r�•n.ss ts�a ri�:e��o��t ��°��d Gaverning Stress Ratio: 54.1% Pass Figure 4-4 of TtA-222-G SST Anchar Rod Gheck For ev G-Rev 6.1 091912 �: � c a � j r N �' �+.�� E a ; PASS PASS Pasco County(VS)(BU 826548) s��'� Results Summary: LCi LC2 TEP#i: 48167.25330 Soillnteraction: 84.2/ 65.8% Analysis: MCK 9/4/2014 Drilled Caisson Tool-Input Foundation Structural: 17.5% 33Z% Check: ZRH 9/4/2014 Code Revisions:f TfA-222-G ACI 318-08 Tower Type:{�Self Suppa�rt � LCl LC2 Shaft Information Moment:f . -�kip-ft Diameter: 5.f}0 ;ft Axial(download):f 599:69 skip Projection: (3.50 Fft Shear:; .60.Q3 54.29 ;kip CaissonLength: 42.50 {ft Axial(uplift):� , � 534.54 's.kip f'c: _4.�00 .�ksi �� Max ec: 0.003 in/in Axial Safety Factors q,a11:��0.0��_�4W psf{Netj�-� Bearing: 2.d S.F.: � 2.Q �i Cage 1 Reinforcement TieBarSize:� 4 �(fy=60.Oksi) Clear Cover to Tie:� 3.OD �in(Cage�=63.87in) TieBarSpacing:� 16.Q0 �in Vertical ear Size:� 9 Vertical Bar Quantity: 26 �(p=0.639°0) fy: 60.0 �ksi E: 29,�00 ksi Design Paremeters Soil Depth(ft) Eff.Unit Weight Cohesion Friction Angle¢ All.Skin Friction(ps� Layer Soil Type 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 30.0 250 175 3 Sand 12.00 30.00 115.0 25.0 750 525 4 Silt 30.00 40.00 100.0 S00 10.0 1000 750 5 silt 40.00 4Z.00 100.0 500 10.0 1000 750 (Assurnedf / ////// / /// / //%// / ///� / /% % % /% %%%// /%/ % %/ //// // %// / / %/// /� / �/// / // %//% % / �/%/ Notes: 1)Neglect lateral soil strength to a depth of• i)1/2Pier¢=6.00k/2=3.00ft ii)c...� ...�._n n:.,i e,,:_ia,_��w iii)�,..,..��,o.,�,.._._......,_.:..____°_ 2)Neglect axial soil strength to a depth of:3.00k 3)Groundwater=N/A iL j � • � '+1 � � i � � ��,�o,,,E A Pasco County(VS)(BU 826548) „ Pa°`�91°"'"b TEP#: 48167.25330 Analysis: MCK 9/4/2014 Soil Interaction:LC1 Check: ZRH 9/4/2014 Shear Diagram (k) Moment Diagram (k-ft) -ieo----se o - —�oo—�vo—soo—stja----i000 -s -6 -7 -8 -9 -10 -11 -12 - --i3 -13 -14 -15 -16 -17 -18 -19 --�8— -20 -21 -22 - -23 -24 —25 -25 — -26 -27 �o -28 -29 -30 -31 -32 -33 34 35 -36 -37 -38 -39 ____ -40 -41 -42 -43 -44 -45 Max Unfactored Moment: 836.9 ip-ft @ 20.28 below grede Additional Factor of Safety: 17.67 Capacity= 7.5% ASS C • • '♦ i� � ` � nAAd m°��,� � Pasco County(VS)(BU 826548) �/P,��a�`o"� TEP#: 48167.25330 Analysis: MCK 9/4/2014 Soil Interection:LC2 Check: ZRH 9/4/2014 Shear Diagram (k) Moment Diagram (k-ft) 0 -80-60-4�_-20—� 20-4fT— fiQ---80 -1 —2Q0-----400_-6�Q 800 ----�—�- 2---..__...-------.._..._.....T--- -2 -...._----._. _._...--- -._..._..--� --_—_____---- -3 -4 �_...._��..�-- — 5 - ----- - -6.. _..__ ___—_ -6 -...._....------.._. ._...__._...._....__...--- -7 _g -9 -10 '� -11 -12 '3 -13 'A -14 -15 -16 17- - _— _17 _ , _— --i8—�-- -18 — -19 'O -20 -21 — —---- -22 — 23 -23 — _24 — _..—...------ 25.._... _.._..-- ----.._._ _25 .___ _.�_.�..._.._.�._..---._._.._.. .._....�__ _�__._... ....___�_.. �.--- -----�6_.....�...._..-- -------- -26 - -- -.._...._.... —�7 -27 -28 ---- —=r9--�_._.._._.------- -29 ---- ---- ---.. -30 -31 �_�. _.._�_...._.._.._�___�.��...... .._....___ -32 - —._. _.._.. .._,..._—_..__.�...._._.,_ — 33—-- -33 -..__._ —�4 -34 -35 -36 37 —38 -38 -39 4 -40 -41 -42 -43 -44 - 45.._... .._ -45 ------------------- Max Unfactored Moment: 757.0 kip-ft @ 20.25 ft below grade Additional Factor of Safety: 19.54 Capacity= 6.8% PASS ,� � • � �■ � +�i ��`9 Pasco County(VS)(BU 826548) ,� P��a��G TEP#: 48167.25330 Analysis: MCK 9/4/2014 Soil Interection:Uplift/Download Capacity Check: ZRH 9/4/2014 Ultimate Skin Concrete Layer Area Friction(k) �Fs �Fs Concrete Wt (ftZ) Down Dawn wt� Replaced Uplift Uplift (kips) from to load load (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 14.14 40.00 42.00 37.70 75.40 56.55 56.55 42.41 8.48 2.83 j / / j / , / � � / i � � � � /i % ` i� // � - / LC1 LC2 Pu= 6603 60.6 kip �Pn= 784.6 784.6 kip Uu= 0.0 372.3 kip �Un= 566.2 566.2 kip Download Capacity= 84.2% 7.7% - UpliftCapacity= 0.0% 65.8% PA55 PA55 '� ' ` �" - � � � . ��r m``� ' Pasco County(VS)(BU 826548) `� ��s�� TEP#: 48167.25330 Analysis: MCK 9/4/2014 Reinforcement Capacity Check: ZRH 9/4/2014 • • � 2.5 � • • • • 1.5 • • • • 0.5 -- -�-L-"--"-'-r-�--S---r---._.--r--- -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= 77.3 69.9 kip Vc= 552.9 379.8 kip fy,tie= 60.0� Vs= 101.6 101.6 kip �Vn= 490.9 361.0 kip Capacity= 15.7% 19:4% PASS PASS , LC1 LC2 Mu= 836.9 757.0 kip-ft �Mn= 4774.5 2278.1 kip-ft Capacity= 17.5% 33.2% PASS PA55 I -