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HomeMy WebLinkAbout19-21329 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21329 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21329 Address: 38122 HENRY DR Permit Type: COMMERCIAL 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: 8/21/2019 Name: CITY OF ZEPHYRHILLS Total Fees: 210.00 Address: 38122 HENRY DR Amount Paid: 210.00 ZEPHYRHILLS, FL. 33542 Date Paid: 8/21/2019 Phone: Work Desc: ANTENNA REPLACE & REMOVE/ REMOVE AMPLIFIER AT & T CONTRACTORS APPLICATION FEES MASTEC NETWORK SOLUTIONS LLC BUILDING FEE 210.00 V Ins ections Required FOOTER 2 D ROUGH PLUMB MSC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may 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 of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PERMIT OFFIC9R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INSTR#2019141797 OR BK 9959 PG 2905 Page 1 of 1 OB/21/2019 10:40 AM Rcpt:2083276 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller Permit No. Parcel ID No 02-26-21-0080-0OA00-0070 826548_10015984 NOTICE OF COMMENCEMENT State of Florida County of Pasco THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes, the following Information Is provided in this Notice of Commencement. I. Description of Property: Parcel Identification No.02-26-21-0080-00A00-0070 SlreetAddress: 38122 Henry Dr. 2. General Description of Improvement AT6T FN b Propos ng mrohmve(3)DBxNH and(3)SBNHH-1065H antennas.add(6)NNHH4i5B&114 m0nnes.remove(3)E1S amphtller rrrmove(3)RRUS 11 and(3)RRUS 12.add(3)RRUS 4478 B14 end(3)RRUS 4449 B511312.add(1)power.(6)diplezer grounded.No change to lease ground space. 3. Owner Information or Lessee Information If the Lessee contracted for the improvement W Y Crown Castle USA,INC,for AT&T Q W 0 W 4511 N.Hlmes Affibte.210 Tampa FL o Ur � LL = W U Address - city State Z (—. 0 �"} Interest in Property: Toweroperator O 0 = Q LU Name of Fee Simple Titleholder. CITY OF ZEPHYRHILLS W W Z d UU (If different from Owner listed above) ZEPHYRHILLS FL ® O = 6335 e1H 9T ' Address - City Slate LL F' Q Q i] 4. contractor. Mastec Network Solutions,LLC W LL OfU V Name 1975 Jae B Jackson Pkwy Murfreesboro TN Z 1=-- O UO od Address City State ® 1— fl LU p Contractors Telephone No.: (581)882-9857 Of = (-) W 8. Surety: < ~ f— J Q- 'I Name - mL W = Q lL Address cityState 1-- Dr- a Q Z. Q�? Amount of Bond:$ Telephone No.: C.W.? LL- O 0LLO } Q 6. Lender. Name IA- fl Q (Y_ r Z Q Address City State <LU Lenders Telephone No.: W 7. Persons within the State of Florida deslgnaled by the owner upon whom notices or other documents may be served as provided by =mC Z >- Section 713.13(1)(a)(7),Florida Statutes: k— m Name Address City Stalepo a Telephone Number of Designated Person: ��,/ • �� a• In addition to himself,the owner designates of_ �r dnqS�-".f� r a to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner. ® "� • . 9, Expiration date o1 Notice of Commencement(the expiration dale may not be before the completion of wnsWaion and goal payment to the rf•����;+� a"r'y� 'a contractor,but will be one year from the date of recording unless a different date Is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ;T ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER713, PART I, SECTION713.13, FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE \�� RECORDED AND POSTED ON THE JOB S1TE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING.CONSULT gyp- g WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penally of perjury,I declare that I have read the foregoing notice of commencement and that the fads stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA COUNTY OF PASCO Signature of Owner or Lessee,or Owners or Lessee's Authorized Offhcer/Direclor/PartnedMan1a�er ___ ro►cck HQ 1QC1 c f Signatorya a/Office The foregoinglnsWment was acknowledged before methis dayof -IU^e,20lby i4ty n DtD,74ie es AA Qf•L✓ (type of authority,e.g.,officer,trustee,attorney in fact)for Crown Castle Z pin e �? (name cub wh¢r instrument was executed). i Personalty Known©S)3 Produced Identification[3 Notary Signature ' Type of Identification Produced Name(Print) `t C. C i MICHELLE M.RODRIGUEZ DIAL ;e.• � MY COMMISSItNV N GG047578 '• 9r. , EXPIRES November 15,2020 wpdata/bcs/nolice commencemen(pe053048 j. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: e � -�— Date Received: Site: 6 1 22- Permit Type: Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. MAY 3 0 2019 ------------ Ka jowitzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 826548/10015984 Building Department t-ti 1 Date Received /. 5/ I I I I I I I I Phone Contact for Permitting � 813 342 _ 3852 Owners Name Crown Castle USA,INC.for AT&T Owner Phone Number 813-342-3873 Owners Address 1 4511 N Himes Ave,Ste 210 Tampa FL 3361 Owner Phone Number Fee Simple Titleholder Name City of Zephyrhills Owner Phone Number Fee Simple Titleholder Address 5335 8th St Zephyrhills,FL 33541 JOB ADDRESS 38122.Herlry Dr,Zephyrhills LOT# SUBDIVISION F PARCEL ID# 02-26-21-0080-OOA00-0070 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT Q SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL = DESCRIPTION OF WORK AT&T FN is proposing to remove(3)DBXNH and.(3)SBNHH-1 D65B antennas.add(6) BUILDING SIZE SQ FOOTAGE HEIGHT =BUILDING $ VALUATION OF TOTAL CONSTRUCTION 20,000 =ELECTRICAL $ AMP SERVICE. = PROGRESS ENERGY = W.R.E.C. =PLUMBING" $ =MECHANICAL $. VALUATION OF MECHANICAL INSTALLATION ` 1 =GAS = ROOFING' Q SPECIALTY-= OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO D,.d0 BUILDER COMPANY Mastec Network Solutions,LLC SIGNATURE REGISTERED I Y/"N FEECURREt Y/N AdoresZA =71 License# CGC1515769. ELECTRICIAN COMPANY SIGNATURE' REGISTERED Y/ N FEE CURREN- ' Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/.N. FEE CURREN Address _ License#' MECHANICAL COMPANY -" SIGNATURE --- -- REGISTERED I Y/..N"- —FEECURREI,- .--Y/N— -------- '--- Address License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address -' . License# ' IIIIIIIItllll'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction.Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsAarge projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Directions, Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(PlottSunrey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" P... _ which may more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake Work,they may required_ to be licensed 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 uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-$47- 8009.. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Irripact Fees and Recourse Recovery Fees may apply to,the construction of new buildings,change of use in existing buildings, or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07.and 90-07,as amended., The undersigned also understands,that such fees, as maybe due,,will be identified at.the'time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be-paid prior to permit.issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance.with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,-Florida Statutes,as amended): If valuation of work is$2,500.00 or more,1 certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the 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 the information in this,application is accurate and that all work will be done in compliance_with all applicable Laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do.work and installation.as indicated. I certify that.no.work.or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating. construction; County'and City codes, zoning regulations, 'and.land development regulations.in the jurisdiction. .I also certify that I understand that the regulations of other government agencies may apply to the intended work, and-that it is my responsibility to,identify what actions I must take to be in compliance. 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 District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. . Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. Department of Health & Rehabilitative Services/Environmental,Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways.. I understand that the following restrictions apply to the use:of fill: . Use of fill is not allowed in-Flood Zone'V"-unless expressly permitted. If the fill material is.to-be used in Flood Zone W', it is-understood thatt-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 "A" in connection with a permitted'building.using stem wall construction,I certify that fill will be used onlyto fill the area within the stem wall. - If.fill material'is to be.used in any area, I certify that use of such:fill will not adversely affect adjacent properties.. If use of fill is found.to adversely affect adjacent properties,the owner may be cited for violating the conditions.of.the building permit issued under the attached permit application, for lots less than one(1) acre.which are-elevated by fill,an engineered,drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in'good faith.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 with the work and not as authority to violate,cancel,alter, or set aside any provisions-of the technical codes,nor shall issuance of a permit prevent the Building Official-from thereafter - ' requiring a correction of errors,in plans;construction or violations of any codes. Every permit issued shall become invalid unless the Work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or,abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed:ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)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 PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMF.NT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTO $$u� sc ib-d and swo o(or a this b crib a s to or affirm )before me-this Who'is/are.personally known to me or hagifWe produced o is/are personally known tpofne or has/have produced as i entification. as identification. U 0 4/4 Notary Public c� o�'�Notary Public Commission No.G(7 0 5 0 Commission No. �G DSO✓90 Name of Notary typed,printed or stampe Name of Notary typed,printed or stamped I ,a�Y 4'•••. F�o 7�B.nd.d LARRY DAVID NANCE MICHELLE M.RODRIGUF2 DlAt y Public-State of Florida MYCOMMISSION#Gv047578 mmission H GG 280528 EXPIRES Novemher 15,2020mm.Expires Nov 29,2022 ough National Notary Assn. OR BK +099 136 123 --+ 5 of 7 SITE ID: A-2-GO82-G SITE NAME:City of Zephyrhills AMENDMENT NO. 1 TO SITE AGREEMENT FOR LAND This Amendment No.1 To Site Agreement For Land rAmendment") is entered into as of the date last signed by all parties hereto, and modifies and amends that Site Agreement for Land dated November 24, 1997 and fully-executed on 12/10/97 (Site Agreement"), by and between the City of Zephyrhills ("Owner"), and APT Tampa/Orlando, Inc.,a Delaware corporation ('APT'). . NOW, THEREFORE, in consideration of the mutual covenants contained herein and for other good and valuable consideration,the receipt and sufficiency of which is hereby acknowledged and agreed,the parties hereto agree as follows: 1. Exhibit 8 to the Site Agreement is hereby amended and restated as follows: Tile attached Exhibit B(pages 1 and 2)shall now replace the existing Exhibit B. Except as expressly set forth above, all provisions of the Site Agreement remain unchanged and in full force and effect. In case of any inconsistencies between the terms and conditions contained in the Site Agreement and the terrr,s and conditions contained herein, the terms and conditions herein shall control, and unless otherwise defined herein, have the same meaning as in the Site Agreement. IN WITNESS WHEREOF, each of the parties have executed this Amendment as of the date below their respective signatures. OWNER lit es s: City of Zephyrhills By: Print Name: . G Print Name: Print Title: !`oU.uc'« 2 Date: �q-r S-qq Print Name:'7ZF,6/F Attesf; 4a. ,6. A Print Name: &g b. &A,,j Print Title: e-,4 c L a—Z c Date:_ a.-is-qq APT Witnesses• APT Tam rlando, Inc., 1. By: Print Name: <<<G�-+ — Print Name: "d4 2. `. Print Title: ,dji^e. , Catr••�r•+� •� •f•-.: Print name: oa%C AecA9 C- GtfAWOL Date: L\ rou s\En ' \Le al\F1NAL TEM g p gineeringW etwork Operations\MTA Oper\Site AcquisUon g PLATE\Amendment No.1.doc Site No.A-2-G-08-2� 13R Bl'A+OV-Eq PS I;a33 Site Name:City of Zephyr Hills 6 of 7 REVISED EXHIBIT"B" Page I of 2 ------------ M:c v Its Moto w maw vll�o P z Section 2, Township 26 South flange zi Eastt. 1� • OR BK 4�9'3 pg 1;e34 7of7 REVISED EXHIBIT "B" Page 2' of 2 LEGAL DESCRIPTION OF PROPERTY' PROJECT AM A PARCEL OF LAND LYING IN THE SOUTH_ 1/2 OF THE SOUTHWEST 1/4 OF SECTION 2, TOWNSHIP 26 SOUTH. RANGE 21 EAST. PASCO COUNTY, FLORIDA,-ALSO BEING A PORTION OF TYSON SUBDIVISION. ACCORDING TO THE MAP OR PLAT IAS RECORDED IN PLAT BOOK 4. PAGE 109, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; FOR A POINT OF REFERENCE. COMMENCE AT THE NORTHEAST CORNER OF THE SOUTH 1/2 .OF THE SOUTHWEST 1/4 OF SECTION 2, TOWNSHIP 26 SOUTH, RANGE 21 EAST. PASCO COUNTY. FLORIDA: THENCE S.88'50'15"W.. ALONG THE NORTH LINE OF SAID SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SAID SECTION •2, A DISTANCE OF 1796.6 FEET; THENCE S.00'00'00'E., A DISTANCE OF 19.1 FEET TO A POINT WHICH LIES ALONG SAID SOUTH RIGHT-.OF-WAY LINE; THENCE S.89'18'10"W., ALONG SAID SOUTH RIGHT-OF-WAY LINE, 103.74 FEET TO A POINT OF BEGINNING;ft THENCE S.01'44'49"W., 80.1 FEET; THENCE S.53'442"W., 21.6 FEET, THENCE N.88'15'1.1"W., 76.3 FEET; THENCE N.00'00'44"W.. 89.3 FEET TO A POINT ALONG SAID SOUTH RIGHT-OF-WAY LINE; THENCE N.89'18'10"£., ALONG SAID SOUTH RIGHT-OF-WAY LINE, 96.2 FEET TO THE POINT OF BEGINNING. SAID PROJECT AREA CONTAINING 8539 SQUARE FEET, MORE OR LESS. TOGETHER WITH A NON-EXCLUSNE UTILITY EASEMENT.LYING. SEVEN AND ONE-HALF FEET TO THE RIGHT AND SEVEN ONE-HALF FEET TO THE LEFT OF A CENTERLINE BEING MORE PARTICULARLY•DESCRIBED AS FOLLOWS; FOR A POINT OF REFERENCE, COMMENCE AT THE NORTHEAST CORNER OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 2, TOWNSHIP 26 SOUTH, RANGE 21 EAST. PASCO COUNTY. FLORIDA; THENCE S.88'50'15"W.. ALONG THE NORTH LINE OF SAID SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SAID SECTION 2, A DISTANCE OF 1796.6 FEET; THENCE S.00'00'00"E., A DISTANCE OF 19.1 FEET TO A POINT WHICH LIES ALONG SAID SOUTH RIGHT-OF-WAY LINE; THENCE S.89'18'10"W., ALONG SAID SOUTH RIGHT-OF-WAY LINE, 103.74 FEET; THENCE S.01'44'49"W., 80.1 FEET; THENCE THENCE S.5343'42"W., 21.6 FEET; THENCE N.88'15'11"W., 25.6 FEET TO A POINT OF BEGINNING; THENCE S.39'58'06"W., 52.35 FEET TO THE POINT OF TERMINATION. THE SIDELINES OF EASEMENT TO BE SHORTENED OR PROLONGED TO MEET AT ANGLE POINTS AND/OR BOUNDARY LINES. SAID UTILITY EASEMENT CONTAINS 785 SQUARE FEET, MORE OR LESS. ,CMP. AGREEMENT This Agreement("Agreement')is entered into by and between The CITY OF ZEPHYRHILLS,a municipality of the State of Florida,whose address is 5335 Eighth Street,Zephryhills,FL 33540-4312 (the "Owner") and APT Tampa/Orlando, inc., its successors and assigns ("APT ,providing for the granting and leasing of certain property interests on the following terms and conditions: 1. APT shall have ke right to utilize space on the Owner's property located at b Ak l 1 8 S'r , Zephyrhills, Florida in the County of Pasco, and more particularly described on Exhibit"A" attached hereto ("Owner's Property") together with a non-exclusive right of access to Owner's Property as well as Owner's consent and permission for APT to connect such electricity,telephone and other utilities as may be necessary for the purpose of testing a temporary communications facility(the"Temporary Facility"). Such Temporary Facility shall be described on Exhibit"B"attached hereto. 2. This Agreement shall commence on the earlier of thirty (30) days following execution of this Agreement by both parties or the day APT begins operation of the Temporary Facility on Owner's Property ("Commencement Date") and shall continue month to month thereafter until such time as Owner constructs a permanent tower on the Owner's Property. 0 ciT 1-jnz YO 6%4 G._41 Cam()S, 3. Owner and APT agree that Owner and APT are in the process of negotiating a permanent Site Agreement for the lease of certain property located at 6217 r Street, Zephyrhills, Florida for the purpose of installing,removing,maintaining and operating a communications facility,including a 197 foot self supporting tower. Upon execution of a permanent Site Agreement and completion of construction of the tower,this Agreement shall terminate and the relationship shall be governed by the permanent Site Agreement. 4. An shall pay Owner the sum of per month, plus applicable sales tax,for the rights enumerated in this Agreement. Such sum shall be payable monthly, in advance,beginning on the Commencement Date and on the first day of each month thereafter. If the Commencement Date is on a day other than the first day of the month, then such sum shall be prorated for the remainder of said month. 5. The following covenants and agreements are conditions of this Agreement and are acknowledged and agreed to by APT and Owner. A. APT agrees to repair at its sole cost and expense any damage to Owner's Property caused by APT in connection with the location, operation, maintenance of, and removal of the Temporary Facility, promptly but in no event later that thirty (30) days after receipt of written notice of damage by Owner. B. Owner reserves the right and privilege to use Owner's Property affected by this Agreement for normal purposes provided such use will not interfere with the use or occupation of Owner's Property by APT or APT's operations thereon, and provided also that except in cases of emergency Owner shall not have access to the Temporary Facility unless accompanied by APT personnel. C. Owner agrees to cooperate with APT in its efforts to connect the Temporary Facility to electric, telephone, or other necessary utility service at APT's sole cost and expense. Payment for said services to the Temporary Facility shall be APT's sole responsibility. D. This Agreement may be signed in counterparts by the parties hereto. E. RADON GAS:Radon is a naturally occurring radioactive gas that,when is has accumulated in a building in sufficient quantities,may present health risks to persons who are exposed to it over time. Levels of radon that exceed federal and state guidelines have been found in buildings in Florida Additional information regarding radon testing may be obtained from your county public health authority. F. APT shall pay all personal property taxes assessed against the APT Facilities and ad valorem taxes -assessed against the Project Site,commencing in calendar year 1999 and continuing thereafter for the Initial Term of the Lease and any renewals thereof. 6. UTILITIES Payment for electric service and for telephone or other communication services to the APT Facilities shall be APTs responsibility. Owner agrees to cooperate with APT in its efforts to connect the APT Facilities to existing utility service at APTs expense. IN WITNESS WHEREOF,the parties hereto bind themselves to this Agreement on the date and year above last written below. Owner Witnesses: City of Zephyrhills 1. �5 . �- Print Name:S7'6&/ By: • N e:Alan BrinA 2. Title:City Co it President tN e:Yer. r.Address of Print Name: rods Boan Print Title:City Clerk 5335 Eighth Street [Corporate Seal] Zephyrhills,FL 33540 Date: /-.a -f Telephone No.: Facsimile No: Federal ID No.: APT WitLN . APT Tampa/Orlando,Inc. 1. '/ Prin �n s By: Name:Ton cDowell 2. Title:Director of Engineering and Print Name: Operations and Authorized Agent for APT Tampa/Orlando,Inc. STATE OF FLOINDA COUNTY OF M The foregoin=as ent was acknowl dged before me on the= day of 1997 by Z. of The City of Zephyrhills,a municipality of the State of Florida.He/She is personally known to me or has produced as identification. commission exp' s: S— Notary Nblic-State of Florida LRM D.Wo E>PRU Commission Number e- a 11 � [Seal] , 1AY ,po 16, �TMpult�otNiM '�' STATE OF FLO f_ COUNTY OF r1 The foregoing Agreement was acknowledged before me on the 3 day of 1997 by Tony McDowell, as Director of Engineering and Operations and Authorized gent of APT Tampa/Orlando, Inc., 'a Delaware corporation. He is pckonally known to me or has produced as identification. My commission expires: Nok Pu 1ic-State of Florida Comma ' n Number. [Seal] DAWN STONE MY Comm Up,SJ1WMI Bonded BY Semw IM 9 No.=47$lo�/ iy Known t)Oma I.D. t SITE ID: A 2-G-082-G ' SITE NAME:City of Zephyrhills SITE AGREEMENT FOR(LAND This Site Agreement For Land ("Agreement')entered into as of theV ay of �� , 1997, by and between CITY OF ZEPHYRHILLS, a municipality of the State of Florida,whose address is 5335 Eighth Street, Zephryhills, FL 33540-4312 ("Owner") and APT Tampa/Orlando, Inc., a Delaware corporation, whose address is. 8410 W. Bryn Mawr, Suite 1100, Chicago, IL 60631-3486 ("APT'), provides for the granting and leasing of certain property interests on the following terms: For good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged and agreed,the parties hereto agree as follows: 1. PROPERTY. The property interests hereby leased and granted by Owner (individually and collectively, the"Project Site")shall include the following: [X] Real property comprised"of approximately 2,500 square feet of land("Premises'); [X] Non-exclusive easements required to run, maintain and operate utility lines and cables on and to the Premises;and [XI Non-exclusive easement across Owners Property (hereinafter defined) for access, ingress and egress to the Premises IN OR UPON THE Owner's real property("the Owner's Property"), located at 6217 8"'Street, Zephryhills, FL 33640, in the County of Pasco, and legally described on Exhibit"A"attached hereto,which Owner's Property is subject to APTs interest in the Project Site as set forth'in this Agreement.The Project Site is depicted and legally described on said Exhibit "B", attached hereto. All improvements made to the Project Site pursuant to this Agreement shall be known hereafter as the"APT Facilities". 2. TERM. The term of this Agreement shall be five (5)and a fraction years, with the first year commencing on the date APT begins construction of the APT Facilities("Commencement Date")and terminating on the 3151 day of December following the fifth annual anniversary of the Commencement Date (the "Initial Term"), unless otherwise terminated as provided in Paragraph 9. APT shall have the right to extend the term of this Agreement for four(4)successive five(5)year periods(the"Renewal Terms") on the same terms'and conditions as set forth herein. This Agreement shall automatically be extended for each successive Renewal Term on such same terms and conditions, unless APT notifies 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 Owner annual rent in the amount o ("Rent') in quarterly payments of on the first day of January,April, July and October, together with any applicable sales tax. If the obligation to pay Rent commences or ends on a day other than the first day of the quarter, then Rent shall be prorated 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 Term, APT shall pay Rent in the amount of Rent to be paid during the previous term(whether the Initial Term or a Renewal Term), increased'by an amount equal to a percentage of the Rent to be paid during such previous term, which percentage increase shall be computed and established for the entire current Renewal Term at the beginning of each such Renewal Term by multiplying the number of years in the previous term(whether the Initial Term or Renewal Term)times C. Rent shall be paid electronically via electronic wire transfer, direct deposit or other paperless means into a bank account to be designated by Owner. Owner may from time to time, designate another bank account for the deposit of Rent provided the request is made in writing and received by APT at least her (60) days in advance of any Rent payment date. R:1Legal\MAIL MERGE DOCUMENTS\Basic Package DocumeniAMM_Conditional SA Land Rev 042397.doc 1 11/19 • - SITE I D: A-2-G-082-G SITE NAME:City of Zephyrhills 4' USE. The Project Site may be used for the purpose of installing, removing, replacing, maintaining and operating a communications facility, including but not limited to, a 197 foot self supporting tower, generally in, under, or and above the Project Site as shown on Exhibit "B", subject to such modifications and alterations as required by APT (collectively, the "Communications Facility", which Communications Facility, without limitation, shall constitute a portion of the APT Facilities), provided that APT shall'not be required to occupy the Project Site. Owner shall provide APT with twenty-four(24)hour,seven(7)day a week,year-around access to the Project Site. APT shall pay all personal property taxes assessed against the APT Facilities and ad valorem taxes assessed against the Project Site, commencing in calendar year 1998 and continuing thereafter for the ilnitial Term of the Lease and any renewals thereof. Owner shall timely pay all real property taxes and assessments against the Owner's Property, but not the Project Site. APT shall not allow any construction or materialmen's liens to be placed on the Project Site or Owner's Property as a result of its work on the Project Site. APT, its agents and contractors, are hereby granted the right, at APTs sole cost and expense, to enter upon the Owner's Property and conduct such studies as APT deems necessary to detern ine the Project Site's suitability for APTs intended use. These studies may include surveys, soil tests,environmental evaluations, radio wave propagation measurements, field strength tests and such other analyses and studies as APT deems necessary or desirable. Owner shall cooperate with APT and execute all documents required to permit APTs intended use of the Project Site in compliance with zoning, land use, building and any other applicable regulations, whether local, state or federal in nature. Owner hereby appoints APT as its agent and attorney-in-fact for the limited purpose of making such filings and taking such actions as are necessary to obtain any desired zoning, land use approvals, building permits and/or any other applicable permits and approvals. 5. UTILITIES. Payment for electric service and for telephone or other communication services to the APT Facilities shall be APTs responsibility. Owner agrees to cooperate with APT in its efforts to connect the APT Facilities to existing utility service at APTs expense. 6. REMOVAL OF APT FACILITIES. All personal property and trade fixtures of APT shall be removed by APT upon the termination of this Agreement, Within thirty (30) days of the expiration or earlier termination of this Agreement, APT shall return the Project Site to the condition existing at the time of this Agreement's execution, reasonable wear and tear and loss by casualty, condemnation and other causes beyond APTs control excepted. Notwithstanding the foregoing, upon expiration or earlier termination of this Agreement,APT shall not be required to remove any foundation more than two(2)feet below grade level. 7. INSURANCE APT shall maintain commercial general liability insurance insuring APT against liability for bodily injury, death or damage to personal property arising out of use of the Project Site by APT, with combined single limits of = Owner shall maintain commercial general liability insurance insuring Owner against liability for bodily injury, death or damage to personal property arising out of its ownership, use and management of the-Project Site and Owner's Property by Owner and Owner's agents, with combined single limits of V Any policy required to be obtained by any party hereto pursuant to this Paragraph shall contain a waiver of subrogation in favor of the other party hereto, to the extent required under Paragraph 10, Indemnity. 8. CONDITION OF PROPERTY. Owner represents that the Owner's Property and all improvements thereto, are in compliance with all building, lifelsafety, and other laws, ordinances, rules and regulations of any governmental or quasi-government authority. 9. TERMINATION. This Agreement may be terminated by APT at any time, in its sole discretion, by giving written notice thereof to Owner not less than 30 days prior to the Commencement Date. Further,this Agreement may be terminated by APT immediately, at any time, upon giving written notice to Owner, if: (a) APT cannot obtain all governmental certificates, permits, licenses or other approvals (collectively, "Approval") required and/or any easements required from any third party; or(b)any Approval is canceled, terminated,expires or lapses; or(c)Owner fails to deliver any non-disturbance agreement or subordination agreement required by APT;or(d)Owner breaches a representation or warranty contained in this Agreement; or(e) Owner fails to have proper ownership of the Owner's Property and/or the Project Site and/or authority to enter into this Agreement; or.(f)APT determines that the Owner's R:\L.egalVMWL MERGE DOCUMENTS\Basic Package DocumentAMM Conditional SA Land Revi 042397.doc 2 11/21 SITE ID: A-2-G-082-G SITE NAME:City of Zephyrhills Property contains substances of the type described in Section 11 of this Agreement; or(g)APT determines that the Project Site is not appropriate for its operations for economic, environmental or technological reasons, or(h) Owner fails to provide to APT complete and correct copies of any ground lease or other document pursuant to which Owner holds title to the Owner's Property. Such termination shall not constitute a waiver of APTs rights under Paragraph 15 of this Agreement. 10. INDEMNITY. Owner and APT each indemnify the other against, and hold the other harmless from any and all costs (including reasonable attomey's fees and expenses) and claims, actions, damages, obligations, liabilities and liens which arise out of(a)the breach of this Agreement by the indemnifying party; and (b) the use and/or occupancy of the Project Site, or the balance of the Owner's Property, by such indemnifying party. This indemnity shall not apply to any claims, actions, damages, obligations, liabilities 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 represents that Owner has no knowledge of any substance, chemical, or waste on the Owner's Property that is identified as hazardous, toxic or dangerous in any applicable federal, state or local law, ordinance, rule or regulation ("Hazardous Substances"). Owner shall hold APT harmless from and indemnify APT against any damage, loss, expense, response costs, or liability, including consultants' fees and any legal and court costs and attorneys' fees resulting from the presence of Hazardous Substances on, under or around the Owner's Property or resulting from Hazardous Substances being generated, stored, disposed of, or transported to, on, under, or around the Owners Property as long as the Hazardous Substances were not generated, stored, disposed of, or transported by APT or its employees, agents or contractors.The terms of this paragraph shall survive the expiration or earlier termination of this Agreement. 12. CASUALTY/CONDEMNATION. If any portion of the Owners Property, Project Site or the APT Facilities is damaged by any casualty and such damage adversely affects 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 Agreement shall terminate as of the date of the casualty or the date on which title vests in the condemning authority, as the case may be if APT gives written notice of the same within thirty (30) days after APT receives notice of such casualty or taking. The parties shall be entitled to make claims in any condemnation proceeding for value of their respective interests in the Project Site(which for APT may include,where applicable, the value of the APT Facilities, moving expenses, prepaid rent, and business dislocation and relocation damages). Sale of all or part of the Project Site to a purchaser with the power of eminent domain in the face of the exercise of the power shall be treated as a taking by condemnation. 13. WAIVER OF OWNER'S LIEN. To the extent permitted by law, Owner hereby waives any and all lien rights it has or may have, statutory or otherwise, conceming the APT Facilities or any portion thereof which shall be deemed personal property for the purposes of this Agreement, regardless of whether or not the same is deemed real or personal property under applicable law. 14. QUIET ENJOYMENT. APT, upon payment of the Rent, shall peaceably and quietly have, hold and enjoy the Project Site. If, as of the date of execution of this Agreement or hereafter, there is any mortgage, or other encumbrance affecting Owners Property, then Owner agrees to obtain from the holder of such encumbrance a Subordination, Non-Disturbance and Attornment Agreement pursuant to the terms of which APT shall not be disturbed in its possession, use and enjoyment of the Project Site. Owner shall not cause or permit any use of Owners Property which interferes with or impairs the quality of the communication services being rendered by APT from the Project Site. Except in cases of emergency, Owner shall not have access to the Project Site unless accompanied by APT personnel. 15. DEFAULT. Except as expressly limited herein, Owner and APT shall each have such remedies for the default of the other party hereto as may be provided at law 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 Owner and subject to all applicable cure periods provided to Owner in this Agreement ( and if no such notice and cure period is provided, following thirty (30) days written R:U.egal\MAIL MERGE DOCUMENTS\Basic Package DocumentAMM Conditional SA Land Rev1 042397.doc 3 11/19 SITE ID: A 2-G-082-G SITE NAME:City of Zephyrhills notice to Owner and opportunity to cure), in addition to any other rights and remedies available to APT at law or in equity,APT shall be entitled to cure said default and to set-off and offset any and all sums, costs, expenses, fees (including reasonable attorney's fees)and damages incurred by APT in effecting such cure against Rent and any other sums due or thereafter coming due from APT to Owner under this Agreement 16. MISCELLANEOUS. A Owner represents and warrants that Owner has full authority to enter into and sign this Agreement and has good and marketable title to the Owner's Property. B. APT represents and warrants that it is duly authorized to do business in Florida and that the undersigned signatory for APT is fully authorized by APT to enter into this Agreement on behalf of APT. C. This Agreement supersedes all prior discussions, negotiations and agreements between the parties hereto and contains all agreements and understandings between the Owner and APT regarding the subject matter of this Agreement This Agreement may only be amended by a writing signed by both panties. Exhibits"A"through"C"are hereby incorporated into this Agreement by reference. D. This Agreement may be signed in counterparts by the parties hereto. E. The terms and conditions of this Agreement shall extend to and bind the heirs, personal representatives, successors and assigns of Owner and APT. F. The prevailing party in any action or proceeding to enforce the terms of this Agreement shall be entitled to receive its reasonable attorneys'fees and other reasonable enforcement 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 memorandum 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 sublet the Project Site (in whole or in part) at any time and from time to time without Owner's consent No assignment or subletting shall release APT from any of the obligations arising under this Agreement I. Notices shall be in writing and sent by United States Mail, postage prepaid, certified or registered with return receipt requested or by any nationally-recognized overnight courier service to the address set forth beneath the signature of each party below. Any such notice shall be deemed given when deposited in the United States Mail or delivered to such courier service. J. This Agreement shall be construed in accordance 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 they have not been represented by a real estate broker or other agent in this transaction. Each party shall indemnify and hold the other party harmless from any claims for commission, fee or other payment by such broker or any other agent claiming to have represented a party herein. M. Tower shall be free of all material and mechanics liens. N. The parties hereto warrant and represent, each to the other, that the matters of fact contained herein are true and accurate. R:\Legal\MAIL MERGE DOCUMENTS\Basic Package Documents\MM_Conditional SA Land Rev1 042397.doc 4 11/19 SITE ID: A-2-G-082-G SITE NAME: City of Zephyrhilis O. RADON GAS: Radon is a naturally occurring radioactive gas that, when it has accumulated in a building in sufficient quantities, may present health risks to persons who are exposed to it over time. Levels of radon that exceed federal and state guidelines have been found In buildings in Florida. Additional information regarding radon and radon testing may be obtained from your county public health unit. P. APT has the right but not the obligation from time to time to pay any taxes, judgments, liens, assessments and/or any other charges outstanding which are levied upon Owner or the Owner's Property and which are or in the future could become liens upon the Owner's Property, in whole or in any part(individually and collectively, `Llens"). In the event that APT satisfies or pays any such Liens, in whole or in part, APT shall have the right but no duty to set off and offset any and all amounts so paid against Rent and any other sums payable or to become payable pursuant to the terms of this Agreement(`Rent and Other Charges"). If APT elects to set off or offset the amounts paid by APT against Rent and Other Charges, immediately upon demand, Owner shall reimburse APT for all sums paid by APT which exceed such Rent and Other Charges. In the event that APT elects not to set off or offset the amounts paid by APT against Rent and Other Charges, immediately upon. demand,Owner shall reimburse APT for all amounts paid by APT. APTs rights to satisfy or pay liens(in whole or in part)and then to set off and offset as described in this subparagraph include the right of APT to pay and set off and offset any and all attorney's fees incurred by APT in connection with making such payments and/or obtaining such full or partial satisfactions. Q. Co-locatlon Agreements. APT shall be permitted to enter into agreements with third parties wherein such third parties are permitted to co-locate on the Communications Facility (a"Co-location Agreement"). The following shall apply with respect to any Co-location Agreement entered into by APT: 1. In the event that APT ermits a third arty 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 Agreement. These amounts shall be due and payable to Owner within twenty (20) days after such amounts are collected by APT. Failure to make any such payment to Owner shall be considered a default under this Agreement and shall entitle Owner to the same rights as In the event of a default in the payment of Rent. 2. No Co-location Agreement signed by APT shall extend beyond the Tern of this Agreement without the Owner's prior written consent, which shall not be unreasonably withheld or delayed. If APT elects to extend this Agreement for one or more Renewal Terms, then, no Co-location Agreement executed by APT shall extend beyond such Term, as extended. in the event that APT terminates this Agreement prior to the end of either such period as permitted under the terms of Paragraph 9,APT shall immediately assign any and all surviving Co-location Agreements to Owner, which assignment shall be effective as of the termination date of this Agreement R:\Lega11MAIL MERGE DOCUMENTS1Basic Package DocumentAMM Conditional SA Land Revl 042397.doc 5 11119 y'. SITE ID: A-2-G-082-G SITE NAME: City of Zephyrhills IN WITNESS WHEREOF,the parties hereto bind themselves to this Agreement on this �'� day of_ m t�G�r 1997. OWNER Witnesses: CITY OF ZEPHYRHILLS,a municipality of the State of FI da By: Print e: .rb i i Alan Bre ' ,City Council President e Social Securiity o: krintN e 8 S /'�'2 !!1>rx.� Date: Attes Print Name: f S �"a qUin Boan, City Clerk Social Security No: rint Na e: A 5 /','t Date: /1-a Address of Owner: 5335 Eighth Street Zephryhllls, FL 33540-4312 Telephone No.: Facsimile No.: APT Witnesses: APT TAMPVORLANDO,INC. 1. By: Print Name: 77 Toffy R. McDowell Its: Director Engineering and Operations 2. 1�0200 and Authorized Agent Print Name: LmcAoLAI C. G(00 Z- [Corporate Seal] Address of APT. Real Estate Department Date: la..•/ D • 7 American Portable Telecom, Inc. PO Box 31793 Chicago, IL 60631-0793 With copy to: APT TampaJOrlando, Inc. Real Estate Manager 5907-B Hampton Oaks Parkway Tampa, FL 33610 R:1Legal\MAIL MERGE DOCUMENTS1Basic Package DocumentAMM_Conditional SA Land Rev 042397.doc 6 I 1/19 SITE ID: A-2-"82-G SITE NAME: City of Zephyrhilis EXHIBIT"A"TO SITE AGREEMENT LEGAL DESCRIPTION OF THE OWNER'S PROPERTY* txs gym) cawdw=AT THE WRft1NB7 CWNW OF JW SWW 112 or BE SWWAW 1/4 W SAC W 4 TWOW 26 SOM RMW 21 &ST. Mt PA=COWM, FLORIEK RW N 4WS&15' E 6P.52 Fur mw nE II uW OF rK som j12 OF 7w SWAMT 1/4 OF SMIM 2. VOCE smu 2s mr RK A POW of VECR#= SO AW LVW ON ?W SOM NW-Or—VAY LW OF NOW DR&E WEYM ON N WW11r E 2W FW&M RE sm wff-,w-.wAr Lm of t6W DME M&&r SOUN 2W FU7. NOCE S W50'1r W. =FW VeXE SW W FW TO 1W PW OF BMMM. 6M A PWWN OF WZW SJMMM AS&WW IM FW a 4. PAGE jU PASW CA W WXRD& it is agreed by Owner and APT that the proper and precise legal description for the Owner's Property will be corrected, if necessary, and that the correct legal description may be placed on this Exhibit'A"andlor that this Exhibit"A"may be replaced to reflect such proper and precise legal description by APT unilaterally. W.\Legal\MAIL MERGE DOCUMENTS\Basic Package DocumentAMM—Conditional SA Land Rev I 042397.doc 7 . 11/19 SITE ID: A-2-G-082-G SITE NAME:City of Zephyrhills EXHIBIT"B"TO SITE AGREEMENT Page 1 of 2 SKETCH AND DESCRIPTION OF THE PROJECT SiTE. PROJECT AREA A FARM OF LMD LVE AV RE SOULN r/Z OF 1W 5MMIfST 114 OF SEC W LSD A FORM OF SLSMCWK AC TOWBW 26 SOWK W"21 Cp=G r0 ROE W�AAS AMC \ RECMEO Of PEAT BOOK 4.PACE 109.OF RE FVBW MUMS OF PtSCO COUnY ROW SAD PARCEL W LW M4 UOW WMWAIMr AIS=AS MUOM FOR A POW OF REEFJmM&CDIWWRT AT RE NanNREST CORM OF RE SOfnEl 1A OF RE SOURMESr 114 OF SWWN E rWNW 26 SOUR(RU,rid 21 FAST NWO CM W.RM% Ref N X K MWW E AUM RE NORLN LAE of 9uD 9WRr r/Z OF RE SOV1N1E57 r0 r St97xAY 2 A 06W=or 667M FEE[RiOICE RIA4 S 0010700' A 06011N1E OF 25 PFET LI A POW FrLCN LES ALIM RE SWU("ME OF MW O(dV1:`NOCE COrn9iE S WOOVI'E A 01SWICE aF 4059 ME -WIM RW N 999000'e A O6tA M OF 42ffi FW 10 A PW OF 6EOFW4 NOCE NN S OP{449'W, A 06GNCE cF SOAO HEr pow wN s WiFir E A MAKE 3524 FEET•RE?RE OF N 5Y43.42'&A WNW OF 21M FEED 7fElVCf/RAY N 01 WO E A 0dma OF J6.AS FEET RENCF wm N 6frivi r v A OCT VW EF 5U7 FEET m RE.FW W AON#= SAD PRCiECrAWA cw Ws 25W SWW FEM IWOW OR LEM Lrw SE1f7V AND GRE-Mr FEET To RE RIQQ,AM SEWt ANO W-W 1W FO W LEFT W A COMM SW MORE PARN=Mr DES1CR M AS FUUM FOR A F WT OF MYW=tX) MICE AT VIE WRIMWST COMM OF RE SOM 1/2 Of RE MW MIST 114 OF SBMW Z,F WSW 26 SM W"21 M PASCO OF SAD SOURS F WCUWN3r 11 OrSECWR 2 A VISWW W 66752 ME ROME RW 5 MOD D7 E A 85WCE OF 25 FEET IV A PWr U=LES A did RE SOM&V LAVE OF MW ME MACE CWMIE S 00'WW E A LSWU OF a276 FEE7•PENCE RW N SaVO 0'E A V67M M OF 94.rd W Tor A FMT OF 80WRAM REACT COWN E N 9QWW C A 05WA,f W SZ96 FEE;TFAME AM N 45WW E A USENCE OF J=FEET.=WE RW N 00WW W.A RSTNW OF MW FEET W A PW OF FEWO MMWC SAD AOCTfir&SUAMT WNMW 1925 SWIARE FEE(,MORE OR LESS F MM"OW A AW-FxrAME Off FASEiW LVW SM AiA GW-W FFET 10 RE 021T 00 SEW WE-W 1W TO W LEFT W A CFlOEALNE 6EiVC low nuuxYR ar DMWO As FDUM% FOR A F10Mlr OF MAMYC&CNOOZE AT RE'NMMVMT MIER Cr RE SOM 1/2 OF RE SOUIFAfUT 114 OF SECrDN 1. FOW5W 26 SWK WAX 21 EASE PASCO C=ff.ROW DO"4W N edWIr E ALM aE NNIN LW OF SAD SOM 112 aF RE SUMMEST 114 OF SEt9 2 A ix%VX OF 667M FEET•MW 9UN S 07WOOr E A C WAX OF 25 FgT W A PdNr hWIM LES ALOW RE SMIM"LiC OF HMr MW.W01OE WOKE S 00'WW E A 0616E OF LUW FEET;RECE AN N SM2W E A WRAICE OF 17M FEET W A MW OF at2XN&a Reff NA N 3r5aw E A 06WAX W 52.3S FEET Tor A POW OF IMMAWAL SAD UZLW 039M CONTAW 765 SOtW FEET UW OR tM Notes: 1. The instrument to which this exhibit is attached and into which Instrument this exhibit is fully incorpomfed,may,at APTs sole opton,be modified and/or amended unilaterally by APT to establish, clarify or change the location of the nonexclusive easement for utility lines and cables by recording an Instrument signed by APT in the public records of the County/n which the Owner's Property is located, which Instrument shall set forHf the details of sud r mod0cation and/or amendment. 2. Notwithstanding anything in the Instrument which this exhibit is attached to the contrary,APT,at its sole option,may unilaterally replace and substitute for this exhibit a survey of the Project Site, showing non-exclusive easements for ingress,egress and utility lines and cables to service the Project Site and/or may unilaterally replace and substitute for this exhibit construction drawings of the APT Facilities of the Project Site. 3. Setback of the APT Facilities from the boundaries of Owner's Property and of the Project Site shall be the distance required by the applicable governmental authorities. 4. Width of any access road or easement granted to or used by APT, shag be the width required by 1he applicable governmental authorities,induding police and fire departments but in no event less then Ween feet(159 except if prohibited by governmental authorities having jurisdiction over the Owners Property,the Project Site and/or the APT Fadlftles. R:1l egal\MAIL MERGE DOCUMENTS1Basic Package DocumentAMM_Conditional SA Land Rev 042397.doc 8 11/19 SITE ID: A-2-G-082-G ' EXHIBIT"B"TO SITE AGREEMENT SITE NAME: City of Zephytfiills Page 2 of 2 SKETCH AND DESCRIPTION OF THE PROJECT SITE. Legal description of property to be attached. - � i Misr r i r• i$rGt�T #� Alr � 1 .. T LJ y Ngg 1 F' '"� ffjjgg i i • it • Q? I 0010 i�A�it'r !M. Rlssi� Secuon z r?10rLW* W seam Range Sf Baa Notes. 1. The instrument to which this exhibit is attached and Into which Instrument this exhibit is fully incorporated,may,at APTs sole option,be modified and/or amended unilaterally by APT to establish, clarify or change the location of the nonexclusive easement for utility lines and cables by recording an Instrument signed by APT in the public records of the County in which the Owners Property is located, which instrument shall set forth the details of such modite ior►and/or amendment 2. Nohvithstanding anything in the Instrument which this exhibit is attached to the contrary,APT,at Its sole option,may unilaterally replace and substitute for this exhibit a surrey of the Project Site, showing non-exclusive easements for ingress, egress and utility lines and cables to service the Project Site and/or may unilaterally replace and substitute for this exhibit construction drawings of the APT Facilities of the Project Site. 3. Setback of the APT Facildies from the boundaries of Owners Property and of the Project Site shall be the distance required by the applicable governmental authorities. 4• WRM of any access road or easement granted to or used by APT, shall be the width required by the applicable governmental authorilies,including police and fire departments but in no event less than fifteen feet(15)except if prohibited by governmental authorities having judsdiction over the Owners Property,the Project Site and/or the APT Fadrities. R:1L.egaI1MAIL MERGE DOCUMENTS\Basic Package DocumentAMM Conditional SA Land Revl 042397.doc 9 11119 SITE ID: A-2-G-082-G SITE NAME: City of Zephyrhills EXHIBIT"C"TO SITE AGREEMENT THIS INSTRUMENT PREPARED BY AND RETURN TO: Corporate Legal Review APT Tampa/Orlando, Inc. 5907-B Hampton Oaks Parkway Tampa, FL 33610 MEMORANDUM OF SITE AGREEMENTILEASE FOR LAND THIS MEMORANDUM OF SITE AGREEMENTILEASE 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/Orlando, Inc., a Delaware corporation, with an address of 8410 W. Bryn Mawr, Suite 1100,Chicago, IL 60631-3486, "APT'. 1. PREMISES. Owner and APT have entered into a Site Agreement for Land dated as of . 1997(together with any amendments and modifications thereto, the"Site Agreement"), whereby Owner has leased and APT has hired those certain premises Pasco County, Florida, consisting of, among other things, approximately 2,500 square feet of land, as depicted and legally described on Exhibit "A" attached hereto and hereby incorporated into this Memorandum and certain easements(the"Project Site"). 2. TERM. The initial term of the Site Agreement shall be a period of five (5) and a fraction years commencing as of the "Commencement Date," as defined herein below, and terminating on the 31st day of December following the fifth (5th)annual anniversary of the Commencement Date unless otherwise terminated as provided in the Site Agreement("Initial Term"). 3. RENEWAL OPTIONS. In addition to the Initial Term and on and subject to the terms of the Site Agreement, the Site Agreement term may be automatically extended for four (4) consecutive periods of five (5) years each. Each such extension shall be known hereinafter as a"Renewal Term." Hereinafter, the Initial Term, together with any and all Renewal Terms, shall be known as the"Term"of the Site Agreement. 4. COMMENCEMENT. The "Commencement Date" is the date on which APT begins construction of the APT Facilities (as defined in the Site Agreement). Accordingly, unless otherwise specifically stated here: . the Commencement Date shall be the date of APT's filing of a Notice of Commencement in the public records of the county in which the Project Site is located. R:U.egal\MAIL MERGE DOCUMENTS\Basic Package DocumentAMM Conditional SA Land Rev 042397.doc 10 11/19 SITE ID: A-2-G-082-G SITE NAME: City of Zephyrhills 5. LEASE INCORPORATED. All of the terms, 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 Agreement, the terms of the Site Agreement shall control. In the event that an inspection of or reference to the full terms, conditions, provisions or covenants of the Site Agreement is desired or necessary,a request for such inspection should be made to the Owner at the address set forth above, stating the name and address of the person,and/or entity requesting the inspection, and setting forth the reason for the inspection. The Owner may permit or refuse such inspection in its sole and absolute discretion. IN WITNESS WHEREOF, Owner and APT have executed this Memorandum as of the date and year set forth below their respective signatures. Signed, sealed and delivered OWNER: in the presence of. Witnesses: CITY OF ZEPHYRHILLS,a municipality 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. 1. Date: Print Name: TENANT: Witnesses: APT Tampa/Orlando, Inc.,a Delaware corporation 1. By: Printed Name: Name: Tony R. McDowell Title: Director, Engineering and Operations 2. and Authorized Agent Printed Name: [Corporate Seal] Date: R:\Legal\MAIL MERGE DOCUMENTS\Basic Package Documents\MM Conditional SA Land Rev) 042397.doc 11 11/19 SITE ID: A-2-G-082-G SITE NAME:City of Zephyrhills STATE OF FLORIDA COUNTY OF The foregoing Memorandum of Agreement was acknowledged before me on this day of 199_, by Alan Brenia, as City Council President of the City of Zephyrhllls,Florida. He is personally known to me or has produced as identification. My commission expires: Notary Public-State of Florida [Seal] Commission Number. STATE OF FLORIDA COUNTY OF The foregoing Memorandum of Agreement was acknowledged before me on this day of 199_, by Linda Boan as City Clerk of the City of Zephyrhills, Florida. She is personally known to me or has produced as-identification. My commission expires: Notary Public-State of Florida [Seal] Commission Number. STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me on this day of 1997, by Tony R. McDowell, as Director, Engineering and Operations and Authorized Agent, of APT Tampa/Orlando, Inc., a Delaware corporation. He is personally known to me or has produced as identification. My commission expires: Notary Public-State of Florida [Seal] Commission Number. 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The purpose of the analysis is to determine acceptability 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: LCT Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 137 mph as required by the 2017 Florida Building Code, 6th Edition. Applicable Standard references and design criteria are listed in Section 2 Analysis Criteria. Structural analysis prepared by: Gautam Sopal, E.I./ZSC Respectfully submitted by: c E N,9 O No. 77387 Adam M. Amortnont, P.E. : .p STATE OF 4 OR10P �?�N�� AL. /11111111\ April24, 2019 190-ft Self Supporting Tower Structural Analysis Report CC/BU No 826548 TEP Project Number 48167.253288, Order 478452, Revision 0 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration Table 2-Other Considered Equipment 3)ANALYSIS PROCEDURE Table 3-Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 4-Section Capacity (Summary) Table 5-Tower Component Stresses vs. Capacity 4.1) Recommendations 6)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations Q � i No. 77387 ,p STATE OF FCORID GA, NN"S/ONII� V, ``\` tnxTower Report-version 8.0.5.0 April24,2019 190-ft Self Supporting Tower Structural Analysis Report CCI BU No 826548 TEP Project Number 48167.253288, Order 478452, Revision 0 Page 3 1)INTRODUCTION This tower is a 190-ft self supporting tower designed by Valmont Microflect. The tower has been modified per reinforcement drawings prepared by Tower Engineering Professionals in July of 2013. All information provided to TEP was assumed to be accurate and complete. 2)ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 137 mph Exposure Category: C Topographic Factor: 1.0 Service Wind Speed: 60 mph Table 1 - Proposed Equipment Configuration Center Number Number' Feed Mounting Line Antenna of Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size(in) (ft) DBXNH-6565B-R2M 3 Andrew ( w/Mount Pipe NNHH-65B-R4_CCIV2 6 Commscope w/Mount Pipe 3 Commscope SBJAH4-1 D65B-DL i w/Mount Pipe 3 Andrew E15S09P78 175.0 I 3 Ericsson RRUS 32 j 3 Ericsson RRUS 32 B2 3 5/16 3 Ericsson RRUS 32 B66 3 3/8 j 171.0 3 Ericsson RRUS 4449 B5/B12 6 3/4 3 Ericsson RRUS 4478 B14_CCIV2 6 7/8 6 Raycap DC2-48-60-0-9E 12 1 5/8 i 2 Raycap DC6-48-60-18-8C 1 Raycap DC6-48-60-18-8F 3 Site Pro 1 Puck 3 Kenwood T1326KTI2 Tie Back 171.0 3 Site Pro 1 SFS-V Stabilizer Kit 6 Generic 2-7/8"OD x 8' Mount Pipe 1 Tower Mounts Sector Mount[SM 503-3] tnxTower Report-version 8.0.5.0 April24,2019 190-ft Self Supporting Tower Structural Analysis Report CCI BU No 826548 TEP Project Number 48167.253288, Order 478452, Revision 0 Page 4 Table 2-Other Considered Equipment Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line (ft) Level (ft) Elevation Antennas Manufacturer Lines Size(in) 4 Cellmax CMA-BDHH/6521/EO-6 Technologies w/Mount Pie j4 Commscope FFHH-65C-R3 w/Mount Pipe j 3 Nokia AEHC w/Mount Pipe 194.0 1 1 1/2 i 190.0 4 Nokia AHLOA 1 1-3/5 8 Nokia AHFIB 12 1-5/8 `— 1 Commscope HCS 2.0 Part 1 Raycap RNSNDC-7771-PF-48 190.0 1 Tower Mounts Platform Mount[LP 102-1] I 3 CSS CAP-FRO-656 w/Mount Pipe l 6-1 JMA Wireless MX06FRO860-02 w/Mount Pipe i+ 160.0 160.0 6 Ericsson _ RRUS 32 1 1-1/ 1 Raycap RRFDC-3315-PF-48 12 1-5/88 j 3 Site Pro 1 VFA14-HD 3 Ericsson 80OMHz SMR Filter 150.0 I J Ericsson RRUS 11 i 3 Ericsson RRUS 31 B25 148.0 9 RFS Celwave ACU-A20-N 3 1-1/4 3 Ericsson Air 6468 B41 w/Mount Pipe i 149.0 3 RFS Celwave APXVERRI8-C w/Mount Pipe 148.0 3 Site Pro 1 VFA12-HD-SPT 140.0 140.0 3 Communications ations HB-X-AW-23-33-OOT j 6 1-5/8 1 Tower Mounts Sector Mount[SM 402-3] 3)ANALYSIS PROCEDURE Table 3- Documents Provided Document Remarks Reference Source Geotechnical Report Nodarse &Associates, Inc. 3497292 CCISites Tower Foundation Drawings Valmont Microflect I 3497291 CCISites Tower Manufacturer Drawings Valmont Microflect 3675014 CCISites Tower Reinforcement Drawings Tower Engineering Professionals 3946359 CCISites Post-Modification Inspection Tower Engineering Professionals 4460699 CCISites 3.1) Analysis Method tnxTower (version 8.0.5.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. tnxTower Report-version 8.0.5.0 April24,2019 190-ft Self Supporting Tower Structural Analysis Report M BU No 826548 TEP Project Number 48167.253288, Order 478452, Revision 0 Page 5 3.2) Assumptions 1) The tower and foundation were built and maintained in accordance with the manufacturer's specification. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2, and the referenced drawings. 3) All tower components are in sufficient condition to carry their full design capacity. 4) 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. 5) 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. 6) The following material grades were assumed: a) Tower Legs:ASTM A53-B-46 b) Tower Bracing:ASTM A36 c) Anchor Rods:ASTM A615-75 7) The existing base plate grout was not considered in this analysis. 8) TEP assumed the soil properties for the bottom layer of caisson from 40-ft to 42-ft to match the properties of soil layer above. 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 4-Section Capacity(Summary) Section Elevation(ft) Component Type Size Critical p(lb) OPa„o„,(lb) % Pass/Fail No. Element Capacity T1 I 190180 I Leg I Pipe 2.5 STD I 2 -17571 156559 56559 I 31.1 -I Pass- - - T2 180-160 Leg PIPE 3.5 STD 21 69472 101716 68.3 Pass T3 160-140 Leg Pipe 5 STD 51 -133967 165270 81.1 Pass T4 140-120 Leg Pipe 8 STD 75 -205841 347310 59.3 Pass T5 120-113.333 Leg Pipe S STD 99 229157 347310 66.0 Pass 113.333- T6 106.667 Leg Pipe 8 STD ill 252742 347310 72.8 Pass i T7 106.667-100 1 Leg Pipe 8 STD 120 -274320 347310 79.0 Pass T8 100-80 Leg Pipe 10 STD(SCH40) 129 336526 484378 69.5 Pass T9 80-70 Leg Pipe 10 STD(SCH40) 147 I 370098 484378 76.4 Pass T10 70-60 Leg Pipe 10 STD(SCH40) 159 -403229 484378 83.2 Pass T11 60-40 Leg Pipe 12 STD 168 ( -470255 602433 78.1 Pass j T12 40-30 Leg Pipe 12 STD 886 1 -503302 1 602433 1 83.5 1 Pass T13 30-20 Leg Pipe 12 STD 198 -535909 602433 89.0 Pass T14 20-0 Leg Pipe 12 XH 207 -601622 794335 75.7 Pass Ti 190-180 Diagonal L1 3/4x1 3/4x3/16 8 -4397 8758 50.2 Pass T2 180-160 Diagonal L2x2x3/16 27 8657 12785 67.7 Pass 74.1 (b) T3 160-140 Diagonal 2L2 1/2x2 1/2x3/16x3/8 58 12139 52593 23.1 Pass 59.5(b) T4 140-120 Diagonal L3x3x3/16 84 -12653 22202 57.0 Pass tnxTower Report-version 8.0.5.0 April24,2019 190-ft Self Supporting Tower Structural Analysis Report M BU No 826548 TEP Project Number 48167.253288, Order 478452, Revision 0 Page 6 Section Elevation(ft) Component Type Size Critical p(lb) 4)PeuoW(lb) % Pass/Fail No. r r f (Element{ Capacity I - ---- - I---- I 76.9(b)-- - T5 120-113.333 Diagonal L3x3x3/16 108 12920 21099 61.2 Pass 78.5(b) T6 113.333-106.66 6.667 80 (Diagonal L3x3x3/16 117 12837 19950 .3(b) Pass I T7 106.667-100 Diagonal 2L3x3x3/16x1/2 126 14449 61700 23'� ) Pass 43.6 b 62.2 T8 100-80 Diagonal L3 1/2x3 1/2x1/4 138 16978 27303 64.0(b) Pass 64.4 T9 80-70 Diagonal L3 1/2x3 1/2x1/4 156 F-16363] 25401 66.0(b) I Pass ' T10 70-60 Diagonal 2L3 1/2x3 1/2x1/4xl/2 165 18622 89019 20'9 Pass 37.5(b) Ti 1 60-40 Diagonal L3 1/2x3 1/2x3/8 177 -19430 30929 62.8 F Pass T12 40-30 Diagonal L3 1/2x3 1/2x3/8 195 -18450 1 29065 1 63.5 Pass T13 30-20 Diagonal 2L3 1/2x3 1/2x3/8xl/2 204 21452 110283 29 8'�b) Pass T14 20-0 Diagonal L4x4x3/8 216 -21785 35179 I 61.9 Pass T1 190-180 Top Girt L3 1/2x3 1/2xl/4 6 1851 29785 216 fib) Pass 0.2 T2 180-160 Top Girt L3 1/2x3 1/2x1/4 23 44 52541 0 6(b) Pass i T3 160-140 Top Girt L3 1/2x3 1/2x3/8 52 291 73715 1 5 fib) Pass T4 140-120 Top Girt L3 1/2x3 1/2x3/8 76 I -2637 30403 22.4(b)6. Pass T5 120-113.333 Top Girt L4x4x3/8 100 2089 34432 16.8 1(b) Pass T8 100-80 Top Girt L4x4x3/8 130 -4064 25694 15.8 Pass _ 22.6(b) T9 80-70 Top Girt L5x5x5/16 148 -4227 34145 12.4 Pass 33.0(b) T11 60-40 Top Girt L5x5x5/16 169 5715 27177 21.0 Pass 37.0(b) T12 40-30 Top Girt L5x5x5/16 187 -5366 22493 23.9 34.7(b)30.2 Pass T14 20-0 Top Girt L5x5x5/16 208 5616 18589 36.9(b) Pass Summary Leg(T13) 89.0 Pass Diagonal g0.3 Pass (T6) j Top Girt 1 37.0 Pass ChBecks olt 80.3 Pass �- RATING-1 89.0 Pass tnxTower Report-version 8.0.5.0 April24,2019 190-ft Self Supporting Tower Structural Analysis Report CCI BU No 826548 TEP Project Number 48167.253288, Order 478452, Revision 0 Page 7 Table 5-Tower Component Stresses vs. Capacity- LC7 Notes Component Elevation (ft) %Capacity Pass/Fail i 1,2 Anchor Rods - — - ---- 59.5 - -Pass - 1,2 Base Foundation Soil Interaction - 71.5 Pass 1,2 Base Foundation Structural - 26.2 Pass Structure Rating(max from all components)= 89.0% Notes: 1) See additional documentation in"Appendix C-Additional Calculations"for calculations supporting the%capacity listed. 2) Rating per TIA-222-H Section 15.5 4.1) Recommendations 1) If the load differs from that described in Tables 1 and 2 of this report,the referenced drawings, 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 proposed load configuration. No modifications are required at this time. tnxTower Report-version 8.0.5.0 April24,2019 190-ft Self Supporting Tower Structural Analysis Report CCI BU No 826548 TEP Project Number 48167.253288, Order 478452, Revision 0 Page 8 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 8.0.5.0 won N R 6 IN, n DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION A CM0.8OHH6521rE46WMaMRpe IN DC2<86049E 171 CMABDHWS52IE06WMWMPiW IN 0C2-a&8049E 171 A CMABDHH16521,F".MpuM%pe IN M2 .Toia,eppe 171 y CMAe0HKES21,E06WM—Pne 190 (2)2Y Ou,e Pme 171 0 FFHH65C-Ftl. MRpe IN (2)29'Dux(IPm 1" FFHHd5GR3.14—lhpe IN 24'Dia,12-n Rpe 171 Ff11H 65pR3WMwMR IN 26'Maz 12-ft AM 171 FFHH65pW W1Ma4 Rpe IN2a'D'az12-n P41e 171 AEHCWMom M IN (2)l2 tldQ t/L1ld xa'>• 171 AEHC W Ltu.pip. IN (2)12BH21l 14x-- 171 Moll AEHc.M Pw 180 (2)l21ldQ 1/h1/4 x4'<' 171 3)AHLOA IN SeM MpuM 50&3 171 AHLCN IN W-FR0656 W M—Pim 160 @ (2)MFM IN CAP-FRp656WMwM Rpe Iw Q (2)AHF81 IN CAP-FR0656WM—Pim 160 a .13 t90 (2)nomERDe6o02 W MMM Ape IN 0 rn N MRS 1. n9mGFRCe60a2 W AbuMR 1. g (2)MFe1 IN (2)MJOMFR086002WMo AM 1w H020PM1 IN (2)RRUSM tw ry RNSNOGmI-PF<8 INmRRUSW Ifi0 F (6)ZCX• nppe IW m1u,usw IN a a 2.4•.ion' IN RRFE)=I$PFd8 IN 16cen (4)2.4•x4npme IN z.a•aa.,sn IN A 24•Dia,an Rpe IN z.4•da.x&n IN e Ledtler IN 2.1Diax6-n IN Plallwm Na4A1I[LP 102-11 190 SW Pm1 VFA1"D tw OBXNH6565&R2MWMomt 171 Sra Rol VFA14HD tw DBMV' 6565&R2MW Ppe 171 Sa Ro1 WAI"D 1w OB#vMtv565B-R2tA W Mov6 Pqe 171 APXVERR1aC W MwM Rpe 146 ® 6 SBJAW-1065&DLW6buMRpe 171 APXVEHRIBC WMwnl Rpe 148 SBNHA-1 D65B-DLWM..A'W 171 APXVERR18CWM..PIP 148 $BJAH41D65&D—W MFIN 171 AIR6468 e41WMpunl% IQe'l MNNHH 8414_CCW2W MRW 171 AW64680atWMoiMRpe tae J (2)NNHH6S&A4_OC2-KVF1M 171 AIR64w 8a1WMpuM Rpe IQ 1mnft _ l2)NNHH65B-Ra_CCNLWN MRpe 1]t MUS31625 1a8 g E15S09P78 Ill MUS311325 148 0 _ / 2 E15S09P1e 171 MUS31625 IQ - DC2486009E 171 RRUS 11 148 1133n (2)DC2se60&9E 171 MUS tt 148 g DC2<&66&9E 171 RRUS11 14e 0 d{ RRUS32 171 (3)ACU42DN 148 RRUS32 171 ACl}A20N tae q 1067n - RRUS32 171 (3)ACU-2 N 148 DC6d 186F 171 =—sufilr a 148 0 _ DC6-8& 188C 171 BwMHzsMR Ft 148 RRU=62 171 =O SMRFiner, 148 twOn (21 RRUS32 B2 171 2.4'piaz8JlMomtR 1a0 RRUS32 B66 t7t 2d'piaz BBMourt RW tae (2)RRUS32066 t71 2a•Dia,B-r1Mu:M Rpe t68 Q RRUS4a78B14CCM 171 srx Rol VFA12H0 lab h RRUS4a78814 CCM 171 SW Prof VFAt2 HD t48 d RRUS4478814 CCM 171 S2 Rot YFA12FD 149 RRUS4m9135,B12 171 F&XAW-2333aoT ta0 S �+ RRUSada9135B12 171 FBXJYF233380T 1. RRUS6449BSB12 171 F&XAW-233360T 140 DC6d86&188C 171 s—M (SM40231 140 SYMBOL LIST !2 Boon MARK SIZE MARK SIZE g A 2l3YtYVt6i2 C 21312012N8,12 g a 8 2131/HO '/.— ` A MATERIAL STRENGTH GRADE Fy Fu GRADE F Fu loOft As1-eas as id e7� ras 3s�r se�t d TOWER DESIGN NOTES 1.Tower is located in Pasco County,Florida. 2.Tower designed for F�osure C to the TIA-222-H Standard. won 3.Tower designed for a 137 mph basic wind in accordance with the TIA-222-H Standard. - 4.Deflections are based upon a 60 mph wind. 5.Tower Risk Category II. 6.Topographic Category 1 with Crest Height of 0.00 ft 7.TOWER RATING:89% 9 croon 8 3oort ALL REACTIONS ARE FACTORED _ MAX.CORNER REACTIONSAT BASE No n _ DOWN:6186911b SHEAR:608891b UPLIFT.'-5467621b SHEAR:54814/b 8 3 -9 844521b SHEAR MOMENT / 98088/6 10910448/6-8 oon � t3 TORQUE 78542lb-11 REACTIONS-137mph WIND IS g 3 3 Tower Engineering ProfessionalsrPasco Count VS BU826548 326 Tryon Rd TEPNo.49167253288 Raleigh,NC Crow Castle D' ly:zschadraw AN'QPhone:(919)661-6351 IA-222-H —:0424119 .""NTS FAX:919 661-6350r'IOE-1 tnxT paver Job Pasco County(VS) (BU 826548) Page 1 of 27 Tower Engineering Project Date Professionals TEP No.48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 zschartraw Tower Input Data The main tower is a 3x free standing tower with an overall height of 190.00 ft above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ground line. The face width of the tower is 8.00 ft at the top and 21.33 ft at the base. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower is located in Pasco County,Florida. Tower base elevation above sea level:91.00 ft. Basic wind speed of 137 mph. Risk Category H. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height:0.00 ft. Deflections calculated using a wind speed of 60 mph. Pressures are calculated at each section. Tower analysis based on target reliabilities in accordance with Annex S. Load Modification Factors used: Kes(F,,)=0.95. Stress ratio used in tower member design is 1.05. Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Diagonals J Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification J Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Code Stress Ratios J Use Clear Spans For KI)r All Leg Panels Have Same Allowable Use Code Safety Factors-Guys Recension Guys To Initial Tension Offset Girt At Foundation Escalate Ice Bypass Mast Stability Checks Consider Feed Line Torque Always Use Max Kz Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile Project Wind Area of Appurt. Use TIA-222-H Bracing Resist.Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC.6D+W Combination Poles Secondary Horizontal Braces Leg Sort Capacity Reports By Component Include Shear-Torsion Interaction Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KI Iry For 60 Deg.Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known tnxTow,er Job Pasco County(VS) (BU 826548) Page 2 of 27 Tower Engineering Project Date Professionals TEP No. 48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed by Phone:(919)661-6351 Crown Castle zschartraw FAX:(919)661-6350 Wind 180 L@g A Wind 90 � a4Q' dcA Leg C Z peg B Face C Wind Normal Triangular Tower Tower Section Geometry Tower Tower Assembly Description Section Number Section Section Elevation Database Width of Length Sections ft ft fr TI 190.00-180.00 8.00 1 10.00 T2 180.00-160.00 8.00 1 20.00 13 160.00-140.00 8.00 1 20.00 T4 140.00-120.00 9.67 1 20.00 T5 120.00-113.33 11.33 1 6.67 T6 113.33-106.67 11.89 1 6.67 T7 106.67-100.00 12.44 1 6.67 T8 100.00-80.00 13.00 1 20.00 T9 80.00-70.00 14.67 1 10.00 T10 70.00-60.00 15.50 1 10.00 Tl 1 60.00-40.00 16.33 1 20.00 T12 40.00-30.00 18.00 1 10.00 T13 30.00-20.00 18.83 1 10.00 T14 20.00-0.00 19.67 1 20.00 Tower Section Geometry cont'd Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type K Brace Horizontals Offset Offset End ft ft Panels in in Tl 190.00-180.00 5.00 X Brace No No 0.0000 0.0000 WxTower Job Pasco County(VS) (BU 826548) Page3 of 27 Tower Engineering Project Date Professionals TEP No. 48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 zschartraw Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type KBrace Horizontals Offset Offset End ft ft Panels in in 12 180.00-160.00 5.00 X Brace No No 0.0000 0.0000 13 160.00-140.00 6.67 X Brace No No 0.0000 0.0000 T4 140.00-120.00 6.67 X Brace No No 0.0000 0.0000 T5 120.00-113.33 6.67 X Brace No No 0.0000 0.0000 T6 113.33-106.67 6.67 X Brace No No 0.0000 0.0000 77 106.67-100.00 6.67 X Brace No No 0.0000 0.0000 T8 100.00-80.00 10.00 X Brace No No 0.0000 0.0000 T9 80.00-70.00 10.00 X Brace No No 0.0000 0.0000 TIO 70.00-60.00 10.00 X Brace No No 0.0000 0.0000 Tl 1 60.0040.00 10.00 X Brace No No 0.0000 0.0000 T12 40.00-30.00 10.00 X Brace No No 0.0000 0.0000 T13 30.00-20.00 10.00 X Brace No No 0.0000 0.0000 T14 20.00-0.00 10.00 X Brace No No 0.0000 0.0000 Tower Section Geometry cont'd Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade ft TI 190.00-180.00 Pipe Pipe 2.5 STD A53-13-46 Equal Angle Ll 3/4x1 3/4x3/16 A36 (46 ksi) (36 ksi) 72 180.00-160.00 Pipe PIPE 3.5 STD A53-13-46 Equal Angle L2x2x3/16 A36 (46 ksi) (36 ksi) T3 160.00-140.00 Pipe Pipe 5 STD A53-13-46 Double Equal 21-2 1/2x2 1/20/160/8 A36 (46 ksi) Angle (36 ksi) T4 140.00-120.00 Pipe Pipe 8 STD A53-13-46 Equal Angle L3x3x3/16 A36 (46 ksi) (36 ksi) T5 120.00-113.33 Pipe Pipe 8 STD A53-13-46 Equal Angle L3x3x3/16 A36 (46 ksi) (36 ksi) T6 113.33-106.67 Pipe Pipe 8 STD A53-13-46 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) A53-13-46 Equal Angle L3 I/2x3 I/2xI/4 A36 (46 ksi) (36 ksi) T9 80.00-70.00 Pipe Pipe 10 STD(SCH40) A53-13-46 Equal Angle L3 1/20 1/2x1/4 A36 (46 ksi) (36 ksi) T10 70.00-60.00 Pipe Pipe 10 STD(SCH40) A53-B-46 Double Equal 2L3 1/20 1/2xl/4xl/2 A36 (46 ksi) Angle (36 ksi) Tl 1 60.00-40.00 Pipe Pipe 12 STD A53-B-46 Equal Angle L3 I/2x3 1/2x3/8 A36 (46 ksi) (36 ksi) T12 40.00-30.00 Pipe Pipe 12 STD A53-13-46 Equal Angle L3 1/20 I/2x3/8 A36 (46 ksi) (36 ksi) T13 30.00-20.00 Pipe Pipe 12 STD A53-13-46 Double Equal 2L3 1/2x3 1/2x3/8xl/2 A36 (46 ksi) Angle (36 ksi) T14 20.00-0.00 Pipe Pipe 12 XH A53-13-46 Equal Angle L4x4x3/8 A36 (46 ksi) (36 ksi) Tower Section Geometry cont'd WAIVIwe Job Page Pasco County(VS) (BU 826548) 4 of 27 Tower Engineering Project Date Professionals TEP No. 48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed by Phone:(919)661-6351 Crown Castle zschartraw FAX:(919)661-6350 Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Gin Bottom Girt Elevation Type Size Grade Type Size Grade fr Tl 190.00-180.00 Equal Angle L3 1/20 1/2x1/4 A36 Solid Round A36 (36 ksi) (36 ksi) 72 180.00-160.00 Equal Angle L3 1/20 1/2xl/4 A36 Solid Round A36 (36 ksi) (36 ksi) T3 160.00-140.00 Equal Angle L3 1/20 1/2x3/8 A36 Solid Round A36 (36 ksi) (36 ksi) T4 140.00-120.00 Equal Angle L3 1/20 MOM A36 Solid Round A36 (36 ksi) (36 ksi) T5 120.00-113.33 Equal Angle LAx4x3/8 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 L5x5x5/16 A36 Solid Round A36 (36 ksi) (36 ksi) Tl 1 60.00-40.00 Equal Angle L 5x5x5/16 A36 Solid Round A36 (36 ksi) (36 ksi) T12 40.00-30.00 Equal Angle L5x5x5/16 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 Double Angle Elevation Area Thickness AJ Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft, in in in in Tl 0.00 0.3750 A36 1.03 1 1.05 0.0000 0.0000 36.0000 190.00-180.00 (36 ksi) T2 0.00 0.3750 A36 1.03 1 1.05 0.0000 0.0000 36.0000 180.00-160.00 (36 ksi) 13 0.00 0.3750 A36 1.03 1 1.05 Third-Pt 0.0000 36.0000 160.00-140.00 (36 ksi) T4 0.00 0.5000 A36 1.03 1 1.05 0.0000 0.0000 36.0000 140.00-120.00 (36 ksi) T5 0.00 0.5000 A36 1.03 1 1.05 0.0000 0.0000 36.0000 120.00-113.33 (36 ksi) T6 0.00 0.5000 A36 1.03 1 1.05 0.0000 0.0000 36.0000 113.33-106.67 (36 ksi) T7 0.00 0.5000 A36 1.03 1 1.05 Third-Pt 0.0000 36.0000 106.67-100.00 (36 ksi) T8 0.00 0.5000 A36 1.03 1 1.05 0.0000 0.0000 36.0000 100.00-80.00 (36 ksi) T9 80.00-70.00 0.00 0.5000 A36 1.03 1 1.05 0.0000 0.0000 36.0000 (36 ksi) T10 0.00 0.5000 A36 1.03 1 1.05 Third-Pt 0.0000 36.0000 70.00-60.00 (36 ksi) Tll 0.00 0.5000 A36 1.03 1 1.05 0.0000 0.0000 36.0000 60.00-40.00 (36 ksi) T12 0.00 0.5000 A36 1.03 1 1.05 0.0000 0.0000 36.0000 40.00-30.00 (36 ksi) T13 0.00 0.5000 A36 1.03 1 1.05 Third-Pt 0.0000 36.0000 30.00-20.00 (36 ksi) T14 20.00-0.00 0.00 0.5000 A36 1.03 1 1.05 0.0000 0.0000 36.0000 (36 ksi) Job Page WxTower Pasco County(VS) (BU 826548) 5 of 27 Tower Engineering Project Date Professionals TEP No. 48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed by Phone:(919)661-6351 Crown Castle FAX.(919)661-6350 zschartraw Tower Section Geometry cont'd K Factors' Tower Calc Calc Legs X K Single Girts Horiz. Sec. Inner 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 1 1 1 1 1 190.00-180.00 1 1 1 1 1 1 1 T2 Yes No I 1 I 1 1 I 1 I 180.00-160.00 1 1 1 1 1 1 1 T3 Yes No I 1 I 1 1 1 1 1 160.00-140.00 1 1 1 1 1 1 1 T4 Yes No 1 1 1 I 1 I 1 1 140.00-120.00 1 1 1 1 1 1 1 T5 Yes No 1 1 I I 1 1 1 1 120.00-113.33 1 1 1 1 1 1 1 T6 Yes No I 1 I 1 1 1 1 1 113.33-106.67 1 1 1 1 1 1 1 T7 Yes No 1 1 1 I 1 1 1 1 106.67-100.00 1 1 1 1 1 1 1 T8 Yes No I 1 1 I I 1 1 1 100.00-80.00 1 1 1 1 1 1 1 T9 Yes No 1 1 1 1 1 1 1 1 80.00-70.00 1 1 1 1 1 1 1 TIO Yes No 1 1 1 1 1 I 1 1 70.00-60.00 1 1 1 1 1 1 1 Tll Yes No I 1 I 1 I I 1 1 60.0040.00 1 1 1 1 1 1 1 T12 Yes No 1 1 I 1 1 I 1 1 40.00-30.00 1 1 1 1 1 1 1 T13 Yes No 1 1 I 1 1 1 1 1 30.00-20.00 1 1 1 1 1 1 1 T14 Yes No 1 1 1 1 1 1 1 1 20.00-0.00 1 1 1 1 1 1 1 Note:K factors are applied to member segment lengths.K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length. Tower Section Geometry cont'd Tower Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation ft Net Width U Net Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in T1 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 190.00-180.00 T2 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 180.00-160.00 T3 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 160.00-140.00 T4 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 140.00-120.00 timIEWer Job Page Pasco County(VS) (BU 826548) 6 of 27 Tower Engineering Project Date Professionals TEP No. 48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed by Phone:(919)661-6351 Crown Castle zschartraw FAX:(919)661-6350 Tower Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation ft Net Width U Net Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in T5 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 120.00-113.33 T6 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 113.33-106.67 T7 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 106.67-100.00 T8 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 100.00-80.00 T9 80.00-70.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T10 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 70.00-60.00 Tll 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 60.00-40.00 T12 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 40.00-30.00 T13 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 30.00-20.00 T14 20.00-0.001 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 Tower Section Geometry cont'd Tower Leg Leg Diagonal Top Girt Bottom 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. Bolt Size No. Bolt Size No. in in in in in in in T1 Flange 0.7500 4 0.5000 2 0.5000 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 190.00-180.00 A325N A325N A325N A325N A325N A325N A325N T2 Flange 0.8750 4 0.5000 2 0.5000 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 180.00-160.00 A325N A325N A325N A325N A325N A325N A325N T3 Flange 1.0000 6 0.7500 1 0.7500 1 0.0000 0 0.6250 0 0.6250 0 0.6250 0 160.00-140.00 A325N A325X A325N A325N A325N A325N A325N T4 Flange 1.5000 4 0.6250 2 0.6250 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 140.00-120.00 A325N A325N A325N A325N A325N A325N A325N T5 Flange 1.5000 0 0.6250 2 0.6250 1 0.0000 0 0.6250 0 0.6250 0 0.6250 0 120.00-113.33 A325N A325N A325N A325N A325N A325N A325N T6 Flange 1.5000 0 0.6250 2 0.6250 0 0.0000 0 0.6250 0 0.6250 0 0.6250 0 113.33-106.67 A325N A325N A325N A325N A325N A325N A325N T7 Flange 1.5000 6 0.6250 2 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 106.67-100.00 A325N A325X A325N A325N A325N A325N A325N T8 Flange 1.5000 6 0.7500 2 0.7500 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 100.00-80.00 A325N A325N A325N A325N A325N A325N A325N T9 80.00-70.00 Flange 1.5000 0 0.6250 2 0.6250 1 0.0000 0 0.6250 0 0.6250 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T10 Flange 1.5000 6 0.6250 2 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 70.00-60.00 A325N A325X A325N A325N A325N A325N A325N Tll Flange 1.5000 6 0.7500 2 0.7500 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 60.00-40.00 A325N A325N A325N A325N A325N A325N A325N T12 Flange 1.5000 0 0.7500 2 0.7500 1 0.0000 0 0.6250 0 0.6250 0 0.6250 0 40.00-30.00 A325N A325N A325N A325N A325N A325N A325N T13 Flange 1.5000 6 0.7500 2 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 30.00-20.00 A325N A325X A325N A325N A325N A325N A325N e t'axTower Job Pasco County(VS) (BU 826548) Page 7 of 27 Tower Engineering Project Date Professionals TEP No. 48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 zschartraw Tower Leg Leg Diagonal Top Girt Bottom 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. Bolt Size No. Bolt Size No. in in in in in in in T14 20.00-0.00 Flange 2.2500 0 0.7500 2 0.7500 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 A615-75 I A325N A325N I A325N A325N A325N I A325N Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Face Allow Exclude Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield From Type Offset Offset Per Spacing Diameter Leg Torque ft in (Frac FW) Row in in in plf Calculation **Safety** Safety Line B No No Ar(CaAa) 190.00- -8.0000 0.45 1 1 0.3750 0.3750 0.22 3/8 0.00 Climbing B No No Af(CaAa) 190.00- -8.0000 0.45 1 1 3.0000 3.0000 4.00 Ladder(Af) 0.00 **A Face** 942-98887-1F A No No Ar(CaAa) 148.00- 0.0000 0.42 3 3 0.5000 1.3000 1.26 XXX(1-I/4) 0.00 Feed Line A No No Af(CaAa) 150.00- 0.0000 0.45 1 1 3.0000 3.0000 4.00 Ladder 0.00 MLE Hybrid A No No Ar(CaAa) 160.00- 2.5000 -0.3 1 1 0.5000 1.2500 0.68 3Power/6Fiber 0.00 RL 2(1-1/4) LCF158-50JL( A No No At(CaAa) 160.00- 0.0000 -0.25 12 12 0.5000 1.9800 0.52 1 5/8") 0.00 Feed Line A No No Af(CaAa) 160.00- 0.0000 -0.25 1 1 3.0000 3.0000 4.00 Ladder 0.00 **B Face** LDF7-50A(1- B No No Ar(CaAa) 171.00- 0.0000 -0.3 12 12 0.5000 1.9800 0.82 5/8") 0.00 LDF5-50A(7/ B No No At(CaAa) 171.00- 2.5000 -0.26 6 6 0.5000 1.0900 0.33 8") 0.00 ATCB-BO1(5/ B No No Ar(CaAa) 171.00- 3.2000 -0.34 3 3 0.3150 0.3150 0.07 16") 0.00 F13-1-9813-002- B No No Ar(CaAa) 171.00- 2.5000 -0.34 2 2 0.3937 0.0001 0.06 XXX(3/8) 0.00 WR-VG86ST- B No No Ar(CaAa) 171.00- 2.5000 -0.3 3 3 0.5000 0.0001 0.58 BRD(3/4) 0.00 F13-1-9813-002- B No No Ar(CaAa) 171.00- 0.0000 -0.36 1 1 0.3937 0.3937 0.06 XXX(3/8) 0.00 WR-VG86ST- B No No Ar(CaAa) 171.00- 2.5000 -0.36 3 3 0.5000 0.7950 0.58 BRD(3/4) 0.00 Feed Line B No No Af(CaAa) 171.00- 2.5000 -0.3 1 1 3.0000 3.0000 4.00 Ladder 0.00 **C Face** LDF7-50A(1- C No No Ar(CaAa) 140.00- 0.0000 0.45 6 6 0.5000 1.9800 0.82 5/8") 0.00 Feed Line C No No Af(CaAa) 140.00- 0.0000 0.45 1 1 3.0000 3.0000 4.00 Ladder 0.00 *** LDF7-50A(I- C No No Ar(CaAa) 190.00- 0.0000 -0.1 12 12 0.5000 1.9800 0.82 518") 0.00 ASU9325TYP C No No Ar(CaAa) 190.00- 1.7500 -0.05 1 1 0.5000 1.5840 1.61 O1(1-3/5) 0.00 HCS 2.0 Part C No No Ar(CaAa) 190.00- 1.7500 -0.06 1 1 0.5000 1.5500 1.71 tnx Job PageTowe� Pasco County(VS) (BU 826548) 8 of 27 Tower Engineering Project Date Professionals TEP No.48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed by Phone:(919)661-6351 Crown Castle zschartraw FAX:(919)661-6350 Description Face Allow Exclude Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield From Type Offset Offset Per Spacing Diameter Leg Torque ft in (Frac FW) Row in in in Plf Calculation 3(1-1/2) 0.00 Feed Line C No No Af(CaAa) 190.00- 0.0000 0 1 1 3.0000 3.0000 4.00 Ladder 0.00 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Component Placement Total CAAA Weight or Shield From Type Number Leg Torque ft ftZ/ft plf Calculation Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAA, Weight Section Elevation In Face Out Face ft f, ft, ft, ft, lb Tl 190.00-180.00 A 0.000 0.000 0.000 0.000 0 B 0.000 0.000 5.375 0.000 42 C 0.000 0.000 31.894 0.000 172 T2 180.00-160.00 A 0.000 0.000 0.000 0.000 0 B 0.000 0.000 53.677 0.000 302 C 0.000 0.000 63.788 0.000 343 T3 160.00-140.00 A 0.000 0.000 68.140 0.000 289 B 0.000 0.000 88.798 0.000 479 C 0.000 0.000 63.788 0.000 343 T4 140.00-120.00 A 0.000 0.000 77.820 0.000 374 B 0.000 0.000 88.798 0.000 479 C 0.000 0.000 97.548 0.000 522 T5 120.00-113.33 A 0.000 0.000 25.940 0.000 125 B 0.000 0.000 29.599 0.000 160 C 0.000 0.000 32.516 0.000 174 T6 113.33-106.67 A 0.000 0.000 25.940 0.000 125 B 0.000 0.000 29.599 0.000 160 C 0.000 0.000 32.516 0.000 174 T7 106.67-100.00 A 0.000 0.000 25.940 0.000 125 B 0.000 0.000 29.599 0.000 160 C 0.000 0.000 32.516 0.000 174 T8 100.00-80.00 A 0.000 0.000 77.820 0.000 374 B 0.000 0.000 88.798 0.000 479 C 0.000 0.000 97.548 0.000 522 T9 80.00-70.00 A 0.000 0.000 38.910 0.000 187 B 0.000 0.000 44.399 0.000 240 C 0.000 0.000 48.774 0.000 261 T10 70.00-60.00 A 0.000 0.000 38.910 0.000 187 B 0.000 0.000 44.399 0.000 . 240 C 0.000 0.000 48.774 0.000 261 Tll 60.00-40.00 A 0.000 0.000 77.820 0.000 374 B 0.000 0.000 88.798 0.000 479 MArOwe,r Job Pasco County(VS) (BU 826548) Page9 of 27 Tower Engineering Project Date Professionals TEP No. 48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed by Phone:(919)661-6351 Crown Castle FAX.(919)661-6350 zschartraw Tower Tower Face AR AF CAA CAA,, Weight Section Elevation In Face Out Face ft ft2 ftz ftz ftz lb C 0.000 0.000 97.548 0.000 522 T12 40.00-30.00 A 0.000 0.000 38.910 0.000 187 B 0.000 0.000 44.399 0.000 240 C 0.000 0.000 48.774 0.000 261 T13 30.00-20.00 A 0.000 0.000 38.910 0.000 187 B 0.000 0.000 44.399 0.000 240 C 0.000 0.000 48.774 0.000 261 T14 20.00-0.00 A 0.000 0.000 77.820 0.000 374 B 0.000 0.000 - 88.798 0.000 479 C 0.000 0.000 97.548 0.000 522 Feed Line Center of Pressure Section Elevation CPx CPZ CPx CPZ Ice Ice ft in in in in Tl 190.00-180.00 4.7941 6.9258 4.7925 6.9224 T2 180.00-160.00 5.6054 -5.5179 5.5096 -5.4030 T3 160.00-140.00 0.3250 -9.2034 0.3128 -8.8662 T4 140.00-120.00 -5.1259 -9.2438 -4.9097 -8.8371 T5 120.00-113.33 -5.0832 -9.2836 -4.9052 -8.9408 T6 113.33-106.67 -5.9050 -10.6721 -5.6222 -10.1390 17 106.67-100.00 -6.0969 -11.0390 -5.8022 -10.4818 T8 100.00-80.00 -6.1988 -11.2440 -5.8739 -10.6280 T9 80.00-70.00 -6.1370 -11.2533 -5.8573 -10.7120 T10 70.00-60.00 -7.2255 -13.1018 -6.7892 -12.2767 T11 60.00-40.00 -6.9414 -12.6850 -6.5450 -11.9243 T12 40.00-30.00 -6.7968 -12.5413 -6.4564 -11.8758 T13 30.00-20.00 -8.0733 -14.7068 -7.5326 -13.6768 T14 20.00-0.00 -7.5210 -13.8947 -7.1114 -13.0929 Shielding Factor Ka Tower Feed Line Description Feed Line K. K. Section Record No. Segment Elev. No Ice Ice TI 2 Safety Line 3/8 180.00- 0.6000 0.6000 190.00 Tl 3 Climbing Ladder(Af) 180.00- 0.6000 0.6000 190.00 Tl 26 LDF7-50A(1-5/8") 180.00- 0.6000 0.6000 190.00 Tl 27 ASU9325TYP01(I-3/5) 180.00- 0.6000 0.6000 190.00 Tl 28 HCS 2.0 Part 3(1-1/2) 180.00- 0.6000 0.6000 190.00 Tl 29 - Feed Line Ladder 180.00- 0.6000 0.6000 190.00 T2 2 Safety Line 3/8 160.00- 0.6000 0.6000 180.00 T2 3 Climbing Ladder(Af) 160.00- 0.6000 0.6000 180.00 T2 l I LDF7-50A(1-5/8") 160.00- 0.6000 0.6000 Job Page t, TAwe Pasco County(VS) (BU 826548) 10 of 27 Tower Engineering Project Date Professionals TEP No. 48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed by Phone:(919)661-6351 Crown Castle zschartraw FAX:(919)661-6350 Tower Feed Line Description Feed Line Ku K. Section Record No. Se ment Elev. No Ice Ice 171.00 T2 12 LDF5-50A(7/8") 160.00- 0.6000 0.6000 171.00 T2 13 ATCB-BO1(5/16") 160.00- 0.6000 0.6000 171.00 T2 14 FB-L98B-002-XXX(3/8) 160.00- 0.6000 0.6000 171.00 T2 15 WR-VG86ST-BRD(3/4) 160.00- 0.6000 0.6000 171.00 T2 16 FB-L98B-002-XXX(3/8) 160.00- 0.6000 0.6000 171.00 T2 17 WR-VG86ST-BRD(3/4) 160.00- 0.6000 0.6000 171.00 T2 18 Feed Line Ladder 160.00- 0.6000 0.6000 171.00 T2 26 LDF7-50A(1-5/8") 160.00- 0.6000 0.6000 180.00 T2 27 ASU9325TYP01(1-3/5) 160.00- 0.6000 ' 0.6000 180.00 T2 28 HCS 2.0 Part 3(1-1/2) 160.00- 0.6000 0.6000 180.00 T2 29 Feed Line Ladder 160.00- 0.6000 0.6000 180.00 T3 2 Safety Line 3/8 140.00- 0.6000 0.6000 160.00 T3 3 Climbing Ladder(Af) 140.00- 0.6000 0.6000 160.00 T3 5 942-98887-1FXXX(1-1/4) 140.00- 0.6000 0.6000 148.00 13 6 Feed Line Ladder 140.00- 0.6000 0.6000 150.00 T3 7 MLE Hybrid 3Power/6Fiber 140.00- 0.6000 0.6000 RL 2(1-1/4) 160.00 T3 8 LCF158-50JL(1 5/8") 140.00- 0.6000 0.6000 160.00 T3 9 Feed Line Ladder 140.00- 0.6000 0.6000 160.00 73 11 LDF7-50A(1-5/8") 140.00- 0.6000 0.6000 160.00 T3 12 LDF5-50A(7/8") 140.00- 0.6000 0.6000 160.00 T3 13 ATCB-BO1(5/16") 140.00- 0.6000 0.6000 160.00 T3 14 FB-L98B-002-XXX(3/8) 140.00- 0.6000 0.6000 160.00 T3 15 WR-VG86ST-BRD(3/4) 140.00- 0.6000 0.6000 160.00 T3 16 FB-L98B-002-XXX(3/8) 140.00- 0.6000 0.6000 160.00 T3 17 WR-VG86ST-BRD(3/4) 140.00- 0.6000 0.6000 160.00 T3 18 Feed Line Ladder 140.00- 0.6000 0.6000 160.00 T3 26 LDF7-50A(1-5/8") 140.00- 0.6000 0.6000 160.00 T3 27 ASU9325TYP01(1-3/5) 140.00- 0.6000 0.6000 160.00 T3 28 HCS 2.0 Part 30-1/2) 140.00- 0.6000 0.6000 160.00 T3 29 Feed Line Ladder 140.00- 0.6000 0.6000 160.00 T4 2 Safety Line 3/8 120.00- 0.6000 0.6000 WxTower Job Pasco County(VS) (BU 826548) Page11 of 27 Tower Engineering Project Date Professionals TEP No. 48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 zschartraw Tower Feed Line Description Feed Line K. K, Section Record No. Segment Elev. No Ice Ice 140.00 T4 3 Climbing Ladder(Af) 120.00- 0.6000 0.6000 140.00 T4 5 942-98887-1FXXX(1-1/4) 120.00- 0.6000 0.6000 140.00 T4 6 Feed Line Ladder 120.00- 0.6000 0.6000 140.00 T4 7 MLE Hybrid 3Power/6Fiber 120.00- 0.6000 0.6000 RL2(1-1/4) 140.00 T4 8 LCF158-50JL(1 5/8") 120.00- 0.6000 0.6000 140.00 T4 9 Feed Line Ladder 120.00- 0.6000 0.6000 140.00 T4 11 LDF7-50A(1-5/8") 120.00- 0.6000 0.6000 140.00 T4 12 LDF5-50A(7/8") 120.00- 0.6000 0.6000 140.00 T4 13 ATCB-BO1(5/16") 120.00- 0.6000 0.6000 140.00 T4 14 FB-L98B-002-XXX(3/8) 120.00- 0.6000 0.6000 140.00 T4 15 WR-VG86ST-BRD(3/4) 120.00- 0.6000 0.6000 140.00 T4 16 FB-L98B-002-XXX(3/8) 120.00- 0.6000 0.6000 140.00 T4 17 WR-VG86ST-BRD(3/4) 120.00- 0.6000 0.6000 140.00 T4 18 Feed Line Ladder 120.00- 0.6000 0.6000 140.00 T4 20 LDF7-50A(1-5/8") 120.00- 0.6000 0.6000 140.00 T4 21 Feed Line Ladder 120.00- 0.6000 0.6000 140.00 T4 26 LDF7-50A(1-5/8") 120.00- 0.6000 0.6000 140.00 T4 27 ASU9325TYP01(1-3/5) 120.00- 0.6000 0.6000 140.00 T4 28 HCS 2.0 Part 3(1-1/2) 120.00- 0.6000 0.6000 140.00 T4 29 Feed Line Ladder 120.00- 0.6000 0.6000 140.00 T5 2 Safety Line 3/8 113.33- 0.6000 0.6000 120.00 T5 3 Climbing Ladder(Af) 113.33- 0.6000 0.6000 120.00 T5 5 942-98887-1FXXX(1-1/4) 113.33- 0.6000 0.6000 120.00 T5 6 Feed Line Ladder 113.33- 0.6000 0.6000 120.00 T5 7 MLE Hybrid 3Power/6Fiber 113.33- 0.6000 0.6000 RL2(1-1/4) 120.00 T5 8 LCF158-50JL(1 5/8") 113.33- 0.6000 0.6000 120.00 T5 9 Feed Line Ladder 113.33- 0.6000 0.6000 120.00 T5 11 LDF7-50A(1-5/8") 113.33- 0.6000 0.6000 120.00 TS 12 LDF5-50A(7/8") 113.33- 0.6000 0.6000 120.00 T5 13 ATCB-BO1(5/16") 113.33- 0.6000 0.6000 120.00 T5 14 FB-L98B-002-XXX(3/8) 113.33- 0.6000 0.6000 xTower Job Page Pasco County(VS) (BU 826548) 12 of 27 Tower Engineering Project Date Professionals TEP No.48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 zschartraw Tower Feed Line Description Feed Line K K. Section Record No. Segment Elev. No ke Ice 120.00 T5 15 WR-VG86ST-BRD(3/4) 113.33- 0.6000 0.6000 120.00 T5 16 FB-L98B-002-XXX(3/8) 113.33- 0.6000 0.6000 120.00 TS 17 WR-VG86ST-BRD(3/4) 113.33- 0.6000 0.6000 120.00 T5 18 Feed Line Ladder 113.33- 0.6000 0.6000 120.00 T5 20 LDF7-50A(1-5/8") 113.33- 0.6000 0.6000 120.00 T5 21 Feed Line Ladder 113.33- 0.6000 0.6000 120.00 T5 26 LDF7-50A(1-5/8") 113.33- 0.6000 0.6000 120.00 T5 27 ASU9325TYP01(1-3/5) 113.33- 0.6000 0.6000 120.00 T5 28 HCS 2.0 Part 3(1-1/2) 113.33- 0.6000 0.6000 120.00 T5 29 Feed Line Ladder 113.33- 0.6000 0.6000 120.00 T6 2 Safety Line 3/8 106.67- 0.6000 0.6000 113.33 T6 3 Climbing Ladder(Af) 106.67- 0.6000 0.6000 113.33 T6 5 942-98887-1FXXX(1-1/4) 106.67- 0.6000 0.6000 113.33 T6 6 Feed Line Ladder 106.67- 0.6000 0.6000 113.33 T6 7 MLE Hybrid 3Power/6Fiber 106.67- 0.6000 0.6000 RL2(1-1/4) 113.33 T6 8 LCF158-50JL(1 5/8") 106.67- 0.6000 0.6000 113.33 T6 9 Feed Line Ladder 106.67- 0.6000 0.6000 113.33 T6 11 LDF7-50A(1-5/8") 106.67- 0.6000 0.6000 113.33 T6 12 LDF5-50A(7/8") 106.67- 0.6000 0.6000 113.33 T6 13 ATCB-B01(5/16") 106.67- 0.6000 0.6000 113.33 T6 14 FB-L98B-002-XXX(3/8) 106.67- 0.6000 0.6000 113.33 T6 15 WR-VG86ST-BRD(3/4) 106.67- 0.6000 0.6000 113.33 T6 16 FB-L98B-002-XXX(3/8) 106.67- 0.6000 0.6000 113.33 T6 17 WR-VG86ST-BRD(3/4) 106.67- 0.6000 0.6000 113.33 T6 18 Feed Line Ladder 106.67- 0.6000 0.6000 113.33 T6 20 LDF7-50A(1-5/8") 106.67- 0.6000 0.6000 113.33 T6 21 Feed Line Ladder 106.67- 0.6000 0.6000 113.33 T6 26 LDF7-50A(1-5/8") 106.67- 0.6000 0.6000 113.33 T6 27 ASU9325TYP01(1-3/5) 106.67- 0.6000 0.6000 113.33 T6 28 HCS 2.0 Part 3(1-1/2) 106.67- 0.6000 0.6000 113.33 T6 29 Feed Line Ladder 106.67- 0.6000 0.6000 WxTower Job Pasco County(VS) (BU 826548) Page13 of 27 Tower Engineering Project Date Professionals TEP No. 48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed by Phone:(919)661-6351 Crown Castle zschartraw FAX.-(919)661-6350 Tower Feed Line Description Feed Line K & Section Record No. Segment Elev. No Ice Ice 113.33 17 2 Safety Line 3/8 100.00- 0.6000 0.6000 106.67 T7 3 Climbing Ladder(Af) 100.00- 0.6000 0.6000 106.67 T7 5 942-98887-1FXXX(1-1/4) 100.00- 0.6000 0.6000 106.67 T7 6 Feed Line Ladder 100.00- 0.6000 0.6000 106.67 77 7 MLE Hybrid 3Power/6Fiber 100.00- 0.6000 0.6000 RL 2(1-1/4) 106.67 T7 8 LCF158-50JL(1 5/8") 100.00- 0.6000 0.6000 106.67 17 9 Feed Line Ladder 100.00- 0.6000 0.6000 106.67 T7 11 LDF7-50A(1-5/8") 100.00- 0.6000 0.6000 106.67 T7 12 LDF5-50A(7/8") 100.00- 0.6000 0.6000 106.67 T7 13 ATCB-BO1(5/16") 100.00- 0.6000 0.6000 106.67 T7 14 FB-L98B-002-XXX(3/8) 100.00- 0.6000 0.6000 106.67 T7 15 WR-VG86ST-BRD(3/4) 100.00- 0.6000 0.6000 106.67 T7 16 FB-L98B-002-XXX(3/8) 100.00- 0.6000 0.6000 106.67 T7 17 WR-VG86ST-BRD(3/4) 100.00- 0.6000 0.6000 106.67 T7 18 Feed Line Ladder 100.00- 0.6000 0.6000 106.67 T7 20 LDF7-50A(1-5/8") 100.00- 0.6000 0.6000 106.67 T7 21 Feed Line Ladder 100.00- 0.6000 0.6000 106.67 T7 26 LDF7-50A(1-5/8") 100.00- 0.6000 0.6000 106.67 T7 27 ASU9325TYP01(1-3/5) 100.00- 0.6000 0.6000 106.67 T7 28 HCS 2.0 Part 3(1-1/2) 100.00- 0.6000 0.6000 106.67 T7 29 Feed Line Ladder 100.00- 0.6000 0.6000 106.67 T8 2 Safety Line 3/8 80.00-100.00 0.6000 0.6000 T8 3 Climbing Ladder(Af) 80.00-100.00 0.6000 0.6000 T8 5 942-98887-1FXXX(1-1/4) 80.00-100.00 0.6000 0.6000 T8 6 Feed Line Ladder 80.00-100.00 0.6000 0.6000 T8 7 MLE Hybrid 3Power/6Fiber 80.00-100.00 0.6000 0.6000 RL 2(1-1/4) T8 8 LCF158-50JL(1 5/8") 80.00-100.00 0.6000 0.6000 T8 9 Feed Line Ladder 80.00-100.00 0.6000 0.6000 T8 I 1 LDF7-50A(I-5/8") 80.00-100.00 0.6000 0.6000 T8 12 LDF5-50A(7/8") 80.00-100.00 0.6000 0.6000 T8 13 ATCB-BO1(5/16") 80.00-100.00 0.6000 0.6000 T8 14 FB-L98B-002-XXX(3/8) 80.00-100.00 0.6000 0.6000 T8 15 WR-VG86ST-BRD(3/4) 80.00-100.00 0.6000 0.6000 T8 16 FB-L98B-002-XXX(3/8) 80.00-100.00 0.6000 0.6000 T8 17 WR-VG86ST-BRD(3/4) 80.00-100.00 0.6000 0.6000 T8 18 Feed Line Ladder 80.00-100.00 0.6000 0.6000 T8 20 LDF7-50A(1-5/8") 80.00-100.00 0.6000 0.6000 T8 21 Feed Line Ladder 80.00-100.00 0.6000 0.6000 T8 26 LDF7-50A(1-5/8") 80.00-100.00 0.6000 0.6000 e ��xfia Page Job Pasco County(VS) (BU 826548) g 14 of 27 Tower Engineering Project Date Professionals TEP No.48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 zschartraw Tower Feed Line Description Feed Line & & Section Record No. Segment Elev. No Ice Ice T8 27 ASU9325TYP01(1-3/5) 80.00-100.00 0.6000 0.6000 T8 28 HCS 2.0 Part 3(1-1/2) 80.00-100.00 0.6000 0.6000 T8 29 Feed Line Ladder 80.00-100.00 0.6000 0.6000 T9 2 Safety Line 3/8 70.00-80.00 0.6000 0.6000 T9 3 Climbing Ladder(Af) 70.00-80.00 0.6000 0.6000 T9 5 942-98887-IFXXX(1-1/4) 70.00-80.00 0.6000 0.6000 T9 6 Feed Line Ladder 70.00-80.00 0.6000 0.6000 T9 7 MLE Hybrid 3Power/6Fiber 70.00-80.00 0.6000 0.6000 RL 2(1-1/4) T9 8 LCF158-50JL(1 5/8") 70.00-80.00 0.6000 0.6000 T9 9 Feed Line Ladder 70.00-80.00 0.6000 0.6000 T9 1 I LDF7-50A(1-5/8") 70.00-80.00 0.6000 0.6000 T9 12 LDF5-50A(7/8") 70.00-80.00 0.6000 0.6000 T9 13 ATCB-BOI(5/16") 70.00-80.00 0.6000 0.6000 T9 14 FB-L98B-002-XXX(3/8) 70.00-80.00 0.6000 0.6000 T9 15 WR-VG86ST-BRD(3/4) 70.00-80.00 0.6000 0.6000 T9 16 FB-L98B-002-XXX(3/8) 70.00-80.00 0.6000 0.6000 T9 17 WR-VG86ST-BRD(3/4) 70.00-80.00 0.6000 0.6000 T9 18 Feed Line Ladder 70.00-80.00 0.6000 0.6000 T9 20 LDF7-50A(1-5/8") 70.00-80.00 0.6000 0.6000 T9 21 Feed Line Ladder 70.00-80.00 0.6000 0.6000 T9 26 LDF7-50A(1-5/8") 70.00-80.00 0.6000 0.6000 T9 27 ASU9325TYP01(1-3/5) 70.00-80.00 0.6000 0.6000 T9 28 HCS 2.0 Part 3(1-1/2) 70.00-80.00 0.6000 0.6000 T9 29 Feed Line Ladder 70.00-80.00 0.6000 0.6000 T10 2 Safety Line 3/8 60.00-70.00 0.6000 0.6000 T10 3 Climbing Ladder(Af) 60.00-70.00 0.6000 0.6000 T10 5 942-98887-1FXXX(1-1/4) 60.00-70.00 0.6000 0.6000 T10 6 Feed Line Ladder 60.00-70.00 0.6000 0.6000 T10 7 MLE Hybrid 3Power/6Fiber 60.00-70.00 0.6000 0.6000 RL 2(1-1/4) T10 8 LCF158-50JL(1 5/8") 60.00-70.00 0.6000 0.6000 T10 9 Feed Line Ladder 60.00-70.00 0.6000 0.6000 T10 11 LDF7-50A(1-5/8") 60.00-70.00 0.6000 0.6000 T10 12 LDF5-50A(7/8") 60.00-70.00 0.6000 0.6000 T10 13 ATCB-BOl(5/16") 60.00-70.00 0.6000 0.6000 T10 14 FB-L98B-002-XXX(3/8) 60.00-70.00 0.6000 0.6000 T10 15 WR-VG86ST-BRD(3/4) 60.00-70.00 0.6000 0.6000 TI O 16 FB-L98B-002-XXX(3/8) 60.00-70.00 0.6000 0.6000 T10 17 WR-VG86ST-BRD(3/4) 60.00-70.00 0.6000 0.6000 T10 18 Feed Line Ladder 60.00-70.00 0.6000 0.6000 T10 20 LDF7-50A(1-5/8") 60.00-70.00 0.6000 0.6000 T10 21 Feed Line Ladder 60.00-70.00 0.6000 0.6000 T10 26 LDF7-50A(1-5/8") 60.00-70.00 0.6000 0.6000 T10 27 ASU9325TYP01(1-3/5) 60.00-70.00 0.6000 0.6000 T10 28 HCS 2.0 Part 3(1-1/2) 60.00-70.00 0.6000 0.6000 T10 29 Feed Line Ladder 60.00-70.00 0.6000 0.6000 Tl 1 2 Safety Line 3/8 40.00-60.00 0.6000 0.6000 Tl 1 3 Climbing Ladder(Af) 40.00-60.00 0.6000 0.6000 T11 5 942-98887-1FXXX(1-1/4) 40.00-60.00 0.6000 0.6000 T11 6 Feed Line Ladder 40.00-60.00 0.6000 0.6000 T11 7 MLE Hybrid 3Power/6Fiber 40.00-60.00 0.6000 0.6000 RL 2(1-1/4) T11 8 LCF158-50JL(1 5/8") 40.00-60.00 0.6000 0.6000 Tl I 9 Feed Line Ladder 40.00-60.00 0.6000 0.6000 T11 11 LDF7-50A(1-5/8") 40.00-60.00 0.6000 0.6000 Tl 1 12 LDF5-50A(7/8") 40.00-60.00 0.6000 0.6000 T11 13 ATCB-BOI(5/16") 40.00-60.00 0.6000 0.6000 T11 14 FB-L98B-002-XXX(3/8) 40.00-60.00 0.6000 0.6000 T11 15 WR-VG86ST-BRD(3/4) 40.00-60.00 0.6000 0.6000 T1 I 16 FB-L98B-002-XXX(3/8) 40.00-60.00 0.6000 0.6000 Tl 1 17 WR-VG86ST-BRD(3/4) 40.00-60.00 0.60001 0.6000 b tnxTower Jo Pasco County(VS) (BU 826548) Page15 of 27 Tower Engineering Project Date Professionals TEP No. 48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed b Phone:(919)661-6351 Crown Castle g y FAX:(919)661-6350 zschartraw Tower Feed Line Description Feed Line K. K„ Section Record No. Segment Elev. No Ice Ice Tll 18 Feed Line Ladder 40.00-60.00 0.6000 0.6000 Tl l 20 LDF7-50A(1-5/8") 40.00-60.00 0.6000 0.6000 Tl 1 21 Feed Line Ladder 40.00-60.00 0.6000 0.6000 Tl I 26 LDF7-50A(1-5/8") 40.00-60.00 0.6000 0.6000 TI I 27 ASU9325TYP01(1-3/5) 40.00-60.00 0.6000 0.6000 Tl l 28 HCS 2.0 Part 3(1-1/2) 40.00-60.00 0.6000 0.6000 Tl 1 29 Feed Line Ladder 40.00-60.00 0.6000 0.6000 T12 2 Safety Line 3/8 30.00-40.00 0.6000 0.6000 T12 3 Climbing Ladder(Af) 30.00-40.00 0.6000 0.6000 T12 5 942-98887-1FXXX(I-1/4) 30.00-40.00 0.6000 0.6000 T12 6 Feed Line Ladder 30.00-40.00 0.6000 0.6000 T12 7 MLE Hybrid 3Power/6Fiber 30.00-40.00 0.6000 0.6000 RL 2(1-1/4) T12 8 LCF158-50JL(1 5/8") 30.00-40.00 0.6000 0.6000 T12 9 Feed Line Ladder 30.00-40.00 0.6000 0.6000 T12 I 1 LDF7-50A(I-5/8") 30.00-40.00 0.6000 0.6000 T12 12 LDF5-50A(7/8") 30.00-40.00 0.6000 0.6000 T12 13 ATCB-B01(5/16") 30.00-40.00 0.6000 0.6000 T12 14 FB-L98B-002-XXX(3/8) 30.00-40.00 0.6000 0.6000 T12 15 WR-VG86ST-BRD(3/4) 30.00-40.00 0.6000 0.6000 T12 16 FB-L98B-002-XXX(3/8) 30.00-40.00 0.6000 0.6000 T12 17 WR-VG86ST-BRD(3/4) 30.00-40.00 0.6000 0.6000 T12 18 Feed Line Ladder 30.00-40.00 0.6000 0.6000 T12 20 LDF7-50A(I-5/8") 30.00-40.00 0.6000 0.6000 T12 21 Feed Line Ladder 30.00-40.00 0.6000 0.6000 T12 26 LDF7-50A(I-5/8") 30.00-40.00 0.6000 0.6000 T12 27 ASU9325TYPOl(l-3/5) 30.00-40.00 0.6000 0.6000 T12 28 HCS 2.0 Part 3(1-1/2) 30.00-40.00 0.6000 0.6000 T12 29 Feed Line Ladder 30.00-40.00 0.6000 0.6000 T13 2 Safety Line 3/8 20.00-30.00 0.6000 0.6000 T13 3 Climbing Ladder(Af) 20.00-30.00 0.6000 0.6000 T13 5 942-98887-IFXXX(I-1/4) 20.00-30.00 0.6000 0.6000 T13 6 Feed Line Ladder 20.00-30.00 0.6000 0.6000 T13 7 MLE Hybrid 3Power/6Fiber 20.00-30.00 0.6000 0.6000 RL 2(1-1/4) T13 8 LCF158-50JL(1 5/8") 20.00-30.00 0.6000 0.6000 T13 9 Feed Line Ladder 20.00-30.00 0.6000 0.6000 T13 11 LDF7-50A(1-5/8") 20.00-30.00 0.6000 0.6000 T13 12 LDF5-50A(7/8") 20.00-30.00 0.6000 0.6000 T13 13 ATCB-BOl(5/16") 20.00-30.00 0.6000 0.6000 T13 14 FB-L98B-002-XXX(3/8) 20.00-30.00 0.6000 0.6000 T13 15 WR-VG86ST-BRD(3/4) 20.00-30.00 0.6000 0.6000 T13 16 FB-L98B-002-XXX(3/8) 20.00-30.00 0.6000 0.6000 T13 17 WR-VG86ST-BRD(3/4) 20.00-30.00 0.6000 0.6000 T13 18 Feed Line Ladder 20.00-30.00 0.6000 0.6000 T13 20 LDF7-50A(I-5/8") 20.00-30.00 0.6000 0.6000 T13 21 Feed Line Ladder 20.00-30.00 0.6000 0.6000 T13 26 LDF7-50A(1-5/8") 20.00-30.00 0.6000 0.6000 T13 27 ASU9325TYP01(I-3/5) 20.00-30.00 0.6000 0.6000 T13 28 HCS 2.0 Part 3(1-1/2) 20.00-30.00 0.6000 0.6000 TI3 29 Feed Line Ladder 20.00-30.00 0.6000 0.6000 T14 2 Safety Line 3/8 0.00-20.00 0.6000 0.6000 T14 3 Climbing Ladder(Af) 0.00-20.00 0.6000 0.6000 T14 5 942-98887-1FXXX(I-1/4) 0.00-20.00 0.6000 0.6000 T14 6 Feed Line Ladder 0.00-20.00 0.6000 0.6000 T14 7 MLE Hybrid 3Power/6Fiber 0.00-20.00 0.6000 0.6000 RL 2(1-1/4) T14 8 LCF158-50JL(1 5/8") 0.00-20.00 0.6000 0.6000 T14 9 Feed Line Ladder 0.00-20.00 0.6000 0.6000 T14 11 LDF7-50A(I-5/8") 0.00-20.00 0.6000 0.6000 T14 12 LDF5-50A(7/8") 0.00-20.00 0.6000 0.6000 T14 13 ATCB-BOI(5/16") 0.00-20.00 0.6000 0.6000 e tt�x-To- Pa wer Job Pasco County(VS) (BU 826548) 9 16 of 27 Tower Engineering Project Date Professionals TEP No.48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed b Phone:(919)661-6351 Crown Castle e y FAX:(919)661-6350 zschartraw Tower Feed Line Description Feed Line K K. Section Record No. Segment Elev. No Ice Ice T14 14 FB-L98B-002-XXX(3/8) 0.00-20.00 0.6000 0.6000 T14 15 WR-VG86ST-BRD(3/4) 0.00-20.00 0.6000 0.6000 T14 16 FB-L98B-002-XXX(3/8) 0.00-20.00 0.6000 0.6000 T14 17 WR-VG86ST-BRD(3/4) 0.00-20.00 0.6000 0.6000 T14 18 Feed Line Ladder 0.00-20.00 0.6000 0.6000 T14 20 LDF7-50A(1-5/8") 0.00-20.00 0.6000 0.6000 T14 21 Feed Line Ladder 0.00-20.00 0.6000 0.6000 T14 26 LDF7-50A(1-5/8") 0.00-20.00 0.6000 0.6000 T14 27 ASU9325TYP01(1-3/5) 0.00-20.00 0.6000 0.6000 T14 28 HCS 2.0 Part 3(1-1/2) 0.00-20.00 0.6000 0.6000 T14 29 Feed Line Ladder, 0.00-20.00 0.6000 0.6000 Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CnAA CAAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert ft 0 ft ftz ft, lb h fr **190** CMA-BDHH/6521/EO-6 w/ A From 4.00 0.0000 190.00 No Ice 11.78 6.23 97 Mount Pipe Centroid-Fa -7.00 ce 4.00 CMA-BDHH/6521/EO-6 w/ B From 4.00 -30.0000 190.00 No Ice 11.78 6.23 97 Mount Pipe Centroid-Fa -7.00 ce 4.00 CMA-BDHH/6521/EO-6 w/ B From 4.00 60.0000 190.00 No Ice 11.78 6.23 97 Mount Pipe Centroid-Fa 7.00 ce 4.00 CMA-BDHW6521/EO-6 w/ C From 4.00 30.0000 190.00 No Ice 11.78 6.23 97 Mount Pipe Centroid-Fa 2.00 cc 4.00 FFHH-65C-R3 w/Mount A From 4.00 0.0000 190.00 No Ice 12.97 6.20 161 Pipe Centroid-Fa 0.00 cc 4.00 FFHH-65C-R3 w/Mount B From 4.00 -30.0000 190.00 No Ice 12.97 6.20 161 Pipe Centroid-Fa -2.00 cc 4.00 FFHH-65C-R3 w/Mount C From 4.00 -60.0000 190.00 No Ice 12.97 6.20 161 Pipe Centroid-Fa -7.00 ce 4.00 FFHH-65C-R3 w/Mount C From 4.00 30.0000 190.00 No Ice 12.97 6.20 161 Pipe Centroid-Fa 7.00 ce 4.00 AEHC w/Mount Pipe A From 4.00 0.0000 190.00 No Ice 7.61 4.31 134 Centroid-Fa 7.00 ce 4.00 AEHC w/Mount Pipe B From 4.00 -30.0000 190.00 No Ice 7.61 4.31 134 Centroid-Fa 2.00 cc 4.00 AEHC w/Mount Pipe C From 4.00 -60.0000 190.00 No Ice 7.61 4.31 134 Centroid-Fa -2.00 cc 4.00 th-4XTower Job Pasco County(VS) (BU 826548) Page17 of 27 Tower Engineering Project Date Professionals TEP No. 48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed b Phone:(919)661-6351 Crown Castle g y FAX.(919)661-6350 zschartraw Description Face Offset Offsets: Azinnah Placement CAA,1 CiA,, Weight or Type Harz Adjustment Front Side Leg Lateral Vert ft 0 ft ftz ft' lb ft fr (3)AHLOA A From 4.00 0.0000 190.00 No Ice 2.23 1.39 84 Centroid-Fa 0.00 ce 4.00 AHLOA B From 4.00 -30.0000 190.00 No Ice 2.23 1.39 84 Centroid-Fa -7.00 ce 4.00 (2)AHFIB A From 4.00 0.0000 190.00 No Ice 3.68 2.31 88 Centroid-Fa -3.50 ce 4.00 (2)AHFIB B From 4.00 -30.0000 190.00 No Ice 3.68 2.31 88 Centroid-Fa 0.00 ce 4.00 AHFIB B From 4.00 60.0000 190.00 No Ice 3.68 2.31 88 Centroid-Fa 7.00 cc 4.00 AHFIB C From 4.00 -60.0000 190.00 No Ice 3.68 2.31 88 Centroid-Fa -7.00 cc 4.00 (2)AHFIB C From 4.00 30.0000 190.00 No Ice 3.68 2.31 88 Centroid-Fa 4.50 ce 4.00 HCS 2.0 Part 1 C From 4.00 -60.0000 190.00 No Ice 1.87 0.93 24 Centroid-Fa -2.00 ce 4.00 RNSNDC-7771-PF-48 B From 4.00 -30.0000 190.00 No Ice 3.20 1.03 19 Centroid-Fa -7.00 cc 4.00 (4)2.4"x 4-ft pipe A From 4.00 0.0000 190.00 No Ice 0.00 0.87 15 Centroid-Fa 0.00 cc 2.00 (4)2.4"x 4-ft pipe B From 4.00 0.0000 190.00 No Ice 0.00 0.87 15 Centroid-Fa 0.00 ce 2.00 (4)2.4"x 4-ft pipe C From 4.00 0.0000 190.00 No Ice 0.00 0.87 15 Centroid-Fa 0.00 ce 2.00 2.4"Dia x 6-ft Pipe A From 4.00 0.0000 190.00 No Ice 1.43 1.43 22 Centroid-Fa -2.00 ce 3.00 8'Ladder B From 2.00 0.0000 190.00 No Ice 1.53 5.33 97 Centroid-Fa 0.00 cc -4.00 Platform Mount[LP 102-11 C None 0.0000 190.00 No Ice 59.70 59.70 3780 **171** DBXNH-6565B-R2M w/ A From Leg 4.00 -60.0000 171.00 No Ice 4.09 3.30 72 Mount Pipe -6.00 4.00 DBXNH-6565B-R2M w/ B From Leg 4.00 -60.0000 171.00 No Ice 4.09 3.30 72 Mount Pipe -6.00 4.00 DBXNH-6565B-R2M w/ C From Leg 4.00 -60.0000 171.00 No Ice 4.09 3.30 72 Mount Pipe -6.00 4.00 SBJAH4-1 D65B-DL w/ A From Leg 4.00 -60.0000 171.00 No Ice 5.51 4.38 91 Mount Pipe -2.00 4.00 SBJAH4-1 D65B-DL w/ B From Leg 4.00 -60.0000 171.00 No Ice 5.51 4.38 91 Job Page bix-over Pasco County(VS) (BU 826548) 18 of 27 Tower Engineering Project Date Professionals TEP No. 48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed by Phone:(919)661-6351 Crown Castle FAX.(919)661-6350 zschartraw Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0ft ft, ft, lb ft ft Mount Pipe -2.00 4.00 SBJAH4-1D65B-DL w/ C From Leg 4.00 -60.0000 171.00 No Ice 5.51 4.38 91 Mount Pipe -2.00 4.00 (2)NNHH-65B-R4_CCIV2 A From Leg 4.00 -60.0000 171.00 No Ice 7.55 4.23 110 w/Mount Pipe -4.00 4.00 (2)NNHH-65B-R4_CCIV2 B From Leg 4.00 -60.0000 171.00 No Ice 7.55 4.23 110 w/Mount Pipe -4.00 4.00 (2)NNHH-65B-R4_CCIV2 C From Leg 4.00 -60.0000 171.00 No Ice 7.55 4.23 110 w/Mount Pipe -4.00 4.00 E15S09P78 B From Leg 4.00 -60.0000 171.00 No Ice 0.75 0.34 17 6.00 4.00 (2)E15S09P78 C From Leg 4.00 -60.0000 171.00 No Ice 0.75 0.34 17 0.00 4.00 DC248-60-0-9E A From Leg 4.00 -60.0000 171.00 No Ice 0.99 0.60 16 -6.00 4.00 (2)DC2-48-60-0-9E B From Leg 4.00 -60.0000 171.00 No Ice 0.99 0.60 16 -6.00 4.00 DC248-60-0-9E C From Leg 4.00 -60.0000 171.00 No Ice 0.99 0.60 16 -2.00 4.00 RRUS 32 A From Leg 4.00 -60.0000 171.00 No Ice 2.86 1.78 55 -2.00 4.00 RRUS 32 B From Leg 4.00 -60.0000 171.00 No Ice 2.86 1.78 55 -2.00 4.00 RRUS 32 C From Leg 4.00 -60.0000 171.00 No Ice 2.86 1.78 55 -2.00 4.00 DC6-48-60-18-8F A From Leg 4.00 -60.0000 171.00 No Ice 1.21 1.21 33 -2.00 4.00 DC6-48-60-18-8C B From Leg 4.00 -60.0000 171.00 No Ice 1.14 1.14 26 -6.00 4.00 RRUS 32 B2 A From Leg 4.00 -60.0000 171.00 No Ice 2.73 1.67 53 -2.00 4.00 (2)RRUS 32 B2 B From Leg 4.00 -60.0000 171.00 No Ice 2.73 1.67 53 0.00 4.00 RRUS 32 B66 A From Leg 4.00 -60.0000 171.00 No Ice 2.74 1.67 53 -2.00 4.00 (2)RRUS 32 B66 B From Leg 4.00 -60.0000 171.00 No Ice 2.74 1.67 53 0.00 4.00 RRUS 4478 B 14_CCIV2 A From Leg 4.00 -60.0000 171.00 No Ice 2.02 1.25 59 tnxT owes Job Pasco County (VS) (BU 826548) Page19 of 27 Tower Engineering Project Date Professionals TEP No. 48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Phone:(919)661-6351 Crown Castle Designed by FAX.(919)661-6350 zschartraw Description Face Offset Offsets: Azimuth Placement CAA, CAA, Weight w* Type Harz Adjustment Front Side Leg lateral Vert ft 0 ft ft-' ft' 1h ft ,ft -6.00 4.00 RRUS 4478 B 14_CCIV2 B From Leg 4.00 -60.0000 171.00 No Ice 2.02 1.25 59 -6.00 4.00 RRUS 4478 B 14_CCIV2 C From Leg 4.00 -60.0000 171.00 No Ice 2.02 1.25 59 -6.00 4.00 RRUS 4449 135/1312 A From Leg 4.00 -60.0000 171.00 No Ice 1.97 1.41 71 -2.00 4.00 RRUS 4449 135/1312 B From Leg 4.00 -60.0000 171.00 No Ice 1.97 1.41 71 -2.00 4.00 RRUS 4449 135/1312 C From Leg 4.00 -60.0000 171.00 No Ice 1.97 1.41 71 -2.00 4.00 DC648-60-18-8C A From Leg 4.00 -60.0000 171.00 No Ice 1.14 1.14 26 -2.00 4.00 DC2-48-60-0-9E A From Leg 4.00 -60.0000 171.00 No Ice 0.99 0.60 16 -2.00 4.00 DC248-60-0-9E B From Leg 4.00 -60.0000 171.00 No Ice 0.99 0.60 16 -6.00 4.00 (2)2.9"Dia.x 8'Pipe A From Leg 4.00 0.0000 171.00 No Ice 2.30 2.30 46 4.00 0.00 (2)2.9"Dia.x 8'Pipe B From Leg 4.00 0.0000 171.00 No Ice 2.30 2.30 46 4.00 0.00 (2)2.9"Dia.x 8'Pipe C From Leg 4.00 0.0000 171.00 No Ice 2.30 2.30 46 4.00 0.00 2.4"Dia x 12-ft Pipe A From Leg 4.00 0.0000 171.00 No Ice 2.86 2.86 40 3.00 0.00 2.4"Dia x 12-ft Pipe B From Leg 4.00 0.0000 171.00 No Ice 2.86 2.86 40 3.00 0.00 2.4"Dia x 12-ft Pipe C From Leg 4.00 0.0000 171.00 No Ice 2.86 2.86 40 3.00 0.00 (2)L2 1/2x2 1/2x1/4 x 4'-4" A From Leg 2.00 0.0000 171.00 No Ice 1.68 1.68 18 0.00 0.00 (2)L2 1/2x2 1/2x1/4 x 4'-4" B From Leg 2.00 0.0000 171.00 No Ice 1.68 1.68 18 0.00 0.00 (2)L2 1/2x2 1/2x1/4 x 4'-4" C From Leg 2.00 0.0000 171.00 No Ice 1.68 1.68 18 0.00 0.00 Sector Mount[SM 503-3] C None 0.0000 171.00 No Ice 33.64 33.64 1691 **160** CAP-FRO-656 w/Mount A From Leg 4.00 -60.0000 160.00 No Ice 5.09 5.01 40 Pipe 7.00 tnAl"-wee Job Pasco County(VS) (BU 826548) Page20 of 27 Tower Engineering Project Date Professionals TEP No. 48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed by Phone:(919)661-6351 Crown Castle FAX.(919)661-6350 zschartraw Description Face Offset Offsets: Azimuth Placement CAAA CAA,, Weight or Type Horz Adjustment Front Side Leg Lateral Vert h 0 h .f, .fr lb ft R 0.00 CAP-FRO-656 w/Mount B From Leg 4.00 0.0000 160.00 No Ice 5.09 5.01 40 Pipe -7.00 0.00 CAP-FRO-656 w/Mount C From Leg 4.00 -40.0000 160.00 No Ice 5.09 5.01 40 Pipe 7.00 0.00 (2)MX06FRO860-02 w/ A From Leg 4.00 -60.0000 160.00 No Ice 8.84 7.49 112 Mount Pipe -3.00 0.00 (2)MX06FRO860-02 w/ B From Leg 4.00 0.0000 160.00 No Ice 8.84 7.49 112 Mount Pipe 3.00 0.00 (2)MX06FRO860-02 w/ C From Leg 4.00 40.0000 160.00 No Ice 8.84 7.49 112 Mount Pipe -3.00 0.00 (2)RRUS 32 A From Leg 4.00 -60.0000 160.00 No Ice 2.86 1.78 55 2.00 0.00 (2)RRUS 32 B From Leg 4.00 0.0000 160.00 No Ice 2.86 1.78 55 2.00 0.00 (2)RRUS 32 C From Leg 4.00 -40.0000 160.00 No Ice 2.86 1.78 55 2.00 0.00 RRFDC-3315-PF-48 A From Leg 4.00 -60.0000 160.00 No Ice 3.36 2.19 21 2.00 0.00 2.4"Dia.x 6-ft A From Leg 4.00 0.0000 160.00 No Ice 1.43 1.43 22 -2.00 0.00 2.4"Dia.x 6-ft B From Leg 4.00 0.0000 160.00 No Ice 1.43 1.43 22 -2.00 0.00 2.4"Dia.x 6-ft C From Leg 4.00 0.0000 160.00 No Ice 1.43 1.43 22 -2.00 0.00 Site Pro 1 VFA14-HD A From Leg 2.00 0.0000 160.00 No Ice 14.40 9.20 672 0.00 0.00 Site Pro 1 VFA14-HD B From Leg 2.00 0.0000 160.00 No Ice 14.40 9.20 672 0.00 0.00 Site Pro 1 VFA14-HD C From Leg 2.00 0.0000 160.00 No Ice 14.40 9.20 672 0.00 0.00 **148** APXVERRI8-C w/Mount A From Leg 4.00 0.0000 148.00 No Ice 8.26 6.95 83 Pipe 0.00 1.00 APXVERRI8-C w/Mount B From Leg 4.00 0.0000 148.00 No Ice 8.26 6.95 83 Pipe 0.00 1.00 APXVERRI8-C w/Mount C From Leg 4.00 0.0000 148.00 No Ice 8.26 6.95 83 Pipe 0.00 1.00 AIR 6468 B41 w/Mount Pipe A From Leg 4.00 0.0000 148.00 No Ice 6.76 3.46 148 Job Page tnxTQwer Pasco County(VS) (BU 826548) 21 of 27 Tower Engineering Project Date Professionals TEP No. 48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed by Phone:(919)661-6351 Crown Castle FAX.(919)661-6350 zschartraw Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 ft ft, ft-' lb ft fr 6.00 1.00 AIR 6468 B41 w/Mount Pipe B From Leg 4.00 0.0000 148.00 No Ice 6.76 3.46 148 6.00 1.00 AIR 6468 B41 w/Mount Pipe C From Leg 4.00 0.0000 148.00 No Ice 6.76 3.46 148 6.00 1.00 RRUS 31 B25 A From Leg 4.00 0.0000 148.00 No Ice 1.62 1.28 56 0.00 2.00 RRUS 31 B25 B From Leg 4.00 0.0000 148.00 No Ice 1.62 1.28 56 0.00 2.00 RRUS 31 B25 C From Leg 4.00 0.0000 148.00 No Ice 1.62 1.28 56 0.00 2.00 RRUS 11 A From Leg 4.00 0.0000 148.00 No Ice 2.79 1.19 51 0.00 2.00 RRUS II B From Leg 4.00 0.0000 148.00 No Ice 2.79 1.19 51 0.00 2.00 RRUS II C From Leg 4.00 0.0000 148.00 No Ice 2.79 1.19 51 0.00 2.00 (3)ACU-A20-N A From Leg 4.00 0.0000 148.00 No Ice 0.07 0.12 1 0.00 2.00 (3)ACU-A20-N B From Leg 4.00 0.0000 148.00 No Ice 0.07 0.12 1 0.00 2.00 (3)ACU-A20-N C From Leg 4.00 0.0000 148.00 No Ice 0.07 0.12 1 0.00 2.00 800MHz SMR Filter A From Leg 4.00 0.0000 148.00 No Ice 0.65 0.22 9 0.00 2.00 800MHz SMR Filter B From Leg 4.00 0.0000 148.00 No Ice 0.65 0.22 9 0.00 2.00 800MHz SMR Filter C From Leg 4.00 0.0000 148.00 No Ice 0.65 0.22 9 0.00 2.00 2.4"Dia x 8-ft Mount Pipe A From Leg 4.00 0.0000 148.00 No Ice 1.90 1.90 29 -6.00 0.00 2.4"Dia x 8-ft Mount Pipe B From Leg 4.00 0.0000 148.00 No Ice 1.90 1.90 29 -6.00 0.00 2.4"Dia x 8-ft Mount Pipe C From Leg 4.00 0.0000 148.00 No Ice 1.90 1.90 29 -6.00 0.00 Site Pro I VFA12-HD A From Leg 2.00 0.0000 148.00 No Ice 13.20 9.20 658 0.00 0.00 Site Pro 1 VFA12-HD B From Leg 2.00 0.0000 148.00 No Ice 13.20 9.20 658 taxTower Job Page Pasco County(VS) (BU 826548) 22 of 27 Tower Engineering Project Date Professionals TEP No. 48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed by Phone:(919)661-6351 Crown Castle zschartraw FAX:(919)661-6350 Description Face Offset Offsets: Azimuth Placement CAAA CIAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert ft 0 ft ft' ftz lb ft ft 0.00 0.00 Site Pro 1 VFA12-HD C From Leg 2.00 0.0000 148.00 No Ice 13.20 9.20 658 0.00 0.00 **140** HB-X-AW-23-33-OOT A From Leg 4.00 -60.0000 140.00 No Ice 3.52 3.52 44 6.00 0.00 HB-X-AW-23-33-OOT B From Leg 4.00 -60.0000 140.00 No Ice 3.52 3.52 44 6.00 0.00 HB-X-AW-23-33-OOT C From Leg 4.00 -60.0000 140.00 No Ice 3.52 3.52 44 6.00 0.00 Sector Mount[SM 402-31 A None 0.0000 140.00 No Ice 18.91 18.91 851 Bolt Design Data Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No. Type Grade Of Load Load Load Ratio ft in Bolts per Bolt per Bolt Allowable lb lb Tl 190 Leg A325N 0.7500 4 3089 30101 0.103 1.05 Bolt Tension Diagonal A325N 0.5000 2 2190 4996 0.438 1.05 Member Block Shear Top Girt A325N 0.5000 I 1833 8265 0.222 1.05 Member Bearing T2 180 Leg A325N 0.8750 4 14779 41556 0.356 1.05 Bolt Tension Diagonal A325N 0.5000 2 4286 5505 0.778 1.05 Member Block Shear Top Girt A325N 0.5000 1 52 8265 0.006 1.05 Member Bearing T3 160 Leg A325N 1.0000 6 19339 54517 0.355 1.05 Bolt Tension Diagonal A325X 0.7500 1 11209 17944 0.625 1.05 Member Block Shear Top Girt A325N 0.7500 I 291 18923 0.015 1.05 Gusset Bearing T4 140 Leg A325N 1.5000 4 45427 126472 0.359 1.05 Bolt Tension Diagonal A325N 0.6250 2 6217 7697 0.808 1.05 Member Block Shear Top Girt A325N 0.6250 1 3247 13806 0.235 1.05 Bolt Shear T5 120 Diagonal A325N 0.6250 2 6345 7697 0.824 1.05 Member Block Shear Top Girt A325N 0.6250 1 2436 13806 0.176 1.05 Bolt Shear T6 113.333 Diagonal A325N 0.6250 2 6488 7697 0.843 1.05 Member Block Shear T7 106.667 Leg A325N 1.5000 6 40765 126472 0.322 1.05 Bolt Tension Diagonal A325X 0.6250 2 7048 15395 0.458 1.05 Member Block Shear T8 100 Leg A325N 1.5000 6 50094 126472 0.396 1.05 Bolt Tension Diagonal A325N 0.7500 2 8406 12506 0.672 1.05 Member Block Shear WxTvwer Job Pasco County(VS) (BU 826548) Page23 of 27 Tower Engineering Project Date Professionals TEP No. 48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 zschartraw Section Elevation Component Bolt Bolt Size Number Maxinnan Allowable Ratio Allowable Criteria No. Type Grade Of Load Load Load Ratio ft in Bolts per Bolt per Bolt Allowable 1b lb Top Girt A325N 0.7500 1 4489 18923 0.237 1.05 Member Bearing T9 80 Diagonal A325N 0.6250 2 8059 11623 0.693 1.05 Member Block Shear Top Girt A325N 0.6250 1 4521 13050 0.346 1.05 Member Bearing T10 70 Leg A325N 1.5000 6 60046 126472 0.475 1.05 Bolt Tension Diagonal A325X 0.6250 2 9148 23245 0.394 1.05 Member Block Shear TI 1 60 Leg A325N 1.5000 6 69852 126472 0.552 1.05 Bolt Tension Diagonal A325N 0.7500 2 9606 18759 0.512 1.05 Member Block Shear Top Girt A325N 0.7500 I 6121 15769 0.388 1.05 Member Bearing T12 40 Diagonal A325N 0.7500 2 9064 18759 0.483 1.05 Member Block Shear Top Girt A325N 0.7500 1 5744 15769 0.364 1.05 Member Bearing T13 30 Leg A325N 1.5000 6 79375 126472 0.628 1.05 Bolt Tension Diagonal A325X 0.7500 2 10488 33495 0.313 1.05 Gusset Bearing T14 20 Diagonal A325N 0.7500 2 10728 18759 0.572 1.05 Member Block Shear Top Girt A325N 0.7500 1 6105 15769 0.387 1.05 Member Bearing Compression Checks Leg Design Data (Compression) Section Elevation Size L L. Kl/r A P� �P„ Ratio No. P ft ft ft inZ lb lb OP, Tl 190-180 Pipe 2.5 STD 10.00 5.00 63.3 1.7040 -17571 53866 0.326' K=1.00 T2 180-160 PIPE 3.5 STD 20.00 5.00 44.9 2.6795 -69472 96872 0.717' K=1.00 T3 160-140 Pipe 5 STD 20.02 6.67 42.7 4.2974 -133967 157400 0.851 ' K=1.00 T4 140-120 Pipe 8 STD 20.02 6.67 27.3 8.3993 -205841 330771 0.622' K=1.00 T5 120-113.333 Pipe 8 STD 6.67 6.67 27.3 8.3993 -229157 330771 0.693' K=1.00 T6 113.333- Pipe 8 STD 6.67 6.67 27.3 8.3993 -252742 330771 0.764' 106.667 K=1.00 T7 106.667-100 Pipe 8 STD 6.67 6.67 27.3 8.3993 -274320 330771 0.829' K=1.00 T8 100-80 Pipe 10 STD(SCH40) 20.02 10.01 32.5 11.9656 -336526 461312 0.729' K=1.00 T9 80-70 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.9656 -370098 461312 0.802' K=1.00 T10 70-60 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.9656 -403229 461312 0.874' K=1.00 Tl 1 60-40 Pipe 12 STD 20.02 10.01 27.4 14.5790 -470255 573746 0.820' K=1.00 T12 40-30 Pipe 12 STD 10.01 10.01 27.4 14.5790 -503302 573746 0.877' K=1.00 T13 30-20 Pipe 12 STD 10.01 10.01 27.4 14.5790 -535909 573746 0.934' e tn.�l awes^ Job Pasco County(VS) (BU 826548) Page 24 of 27 Tower Engineering Project Date Professionals TEP No.48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 zschartraw Section Elevation Size L L Kl/r A P. Ratio No. P. ft ft ft in2 lb lb op K=1.00 T14 20-0 Pipe 12 XH 2O.02 10.01 27.7 19.2423 -601622 756510 0.795' K=1.00 P /OP„controls Diagonal Design Data (Compression) Section Elevation Size L L KUr A P. �P Ratio No. P. ft 'ft ft inz lb lb Op Tl 190-180 Ll 3/4xl 3/4x3/16 9.43 4.41 146.0 0.6211 -4397 8341 0.527' K=0.95 T2 180-160 L2x2x3/16 9.43 4.35 129.6 0.7150 -8657 12176 0.711 ' K=0.98 T3 160-140 2L2 1/2x2 1/20/160/8 11.52 5.51 85.0 1.8000 -12139 50089 0.242' K=1.00 T4 140-120 L3x3x3/16 12.91 6.00 120.7 1.0900 -12653 21145 0.598' K=1.00 T5 120-113.333 L3x3x3/16 13.39 6.24 124.4 1.0900 -12920 20094 0.643' K=0.99 T6 113.333- L3x3x3/16 13.87 6.49 128.1 1.0900 -12837 19000 0.676' 106.667 K=0.98 T7 106.667-100 2L3x3x3/16xl/2 14.36 6.74 86.0 2.1797 -14449 58762 0.246' K=1.00 T8 100-80 L3 1/20 1/2xl/4 17.41 8.18 136.4 1.6900 -16978 26003 0.653' K=0.96 T9 80-70 L3 1/20 1/2x1/4 18.10 8.56 141.4 1.6900 -16363 24191 0.676' K=0.96 T10 70-60 2L31/201/2xl/4x1/2 18.80 8.92 98.0 3.3750 -18622 84780 0.220' - K=1.00 Tl 1 60-40 L3 1/20 1/2x3/8 20.23 9.51 155.2 2.4800 -19430 29456 0.660' K=0.93 T12 40-30 L3 1/20 MOM 20.96 9.88 160.1 2.4800 -18450 27681 0.667' K=0.93 T13 30-20 21-3 1/20 1/2x3/8xl/2 21.69 10.25 114.6 4.9688 -21452 105031 0.204' K=1.00 T14 20-0 L4x4x3/8 23.19 11.01 156.3 2.8600 -21785 33503 0.650' K=0.93 P. /oP controls Top Girt Design Data (Compression) Section Elevation Size L L� Kl/r A P. Op„ Ratio No. P. ft ft ft in1 lb lb Op Tl 190-180 L3 1/20 1/2x1/4 8.00 7.55 130.6 1.6900 -1851 28367 0.065' K=1.00 T2 180-160 L3 1/2x3 1/2xl/4 8.00 7.55 130.6 1.6900 -7 28367 0.000' K=1.00 WxTower Job Pasco County(VS) (BU 826548) Page25 of 27 Tower Engineering Project Date Professionals TEP No. 48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed by Phone:(919)661-6351 Crown Castle zschartraw FAX:(919)661-6350 Section Elevation Size L L KI/r A P. OP Ratio No. P. ft ft ft in lb lb OP. 73 160-140 L3 1/20 1/2x3/8 8.00 7.40 129.2 2.4800 -85 42533 0.002' K=1.00 T4 140-120 L3 1/20 1/2x3/8 9.67 8.96 156.6 2.4800 -2637 28955 0.091 ' K=1.00 T5 120-113.333 LAx4x3/8 11.33 10.38 158.0 2.8600 -2089 32793 0.064' K=1.00 T8 100-80 L4x4x3/8 13.00 12.01 182.9 2.8600 -4064 24470 0.1661 K=1.00 T9 80-70 L5x5x5/16 14.67 13.53 163.3 3.0300 -4227 32519 0.130' K=1.00 Tl 1 60-40 L5x5x5/16 16.33 15.16 183.0 3.0300 -5715 25883 0.221 ' K=1.00 T12 40-30 L5x5x5/16 18.00 16.67 201.2 3.0300 -5366 21422 0.251 ' K=1.00 KUR>200(C)-187 T14 20-0 L5x5x5/16 19.67 18.33 221.3 3.0300 -5616 17704 0.317' K=1.00 KUR>200(C)-208 1 P„ /op,,controls Tension Checks Leg Design Data Tension Section Elevation Size L L Kl/r A P OP Ratio No. P„ ft ft ft inZ lb lb W. Tl 190-180 Pipe 2.5 STD 10.00 5.00 63.3 1.7040 12355 70548 0.175' T2 180-160 PIPE 3.5 STD 20.00 5.00 44.9 2.6795 59115 110933 0.533' 73 160-140 Pipe 5 STD 20.02 6.67 42.7 4.2974 116031 177914 0.652' T4 140-120 Pipe 8 STD 20.02 6.67 27.3 8.3993 181710 347729 0.523' T5 120-113.333 Pipe 8 STD 6.67 6.67 27.3 8.3993 203058 347729 0.584' T6 113.333- Pipe 8 STD 6.67 6.67 27.3 8.3993 224505 347729 0.646' 106.667 T7 106.667-100 Pipe 8 STD 6.67 6.67 27.3 8.3993 244589 347729 0.703' T8 100-80 Pipe 10 STD(SCH40) 20.02 10.01 32.5 11.9656 300561 495377 0.607' T9 80-70 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.9656 330651 495377 0.667' T10 70-60 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.9656 360276 495377 0.727' Tl 1 60-40 Pipe 12 STD 20.02 10.01 27.4 14.5790 419113 603569 0.694' T12 40-30 Pipe 12 STD 10.01 10.01 27.4 14.5790 447933 603569 0.742' T13 30-20 Pipe 12 STD 10.01 10.01 27.4 14.5790 476251 603569 0.789' T14 20-0 Pipe 12 XH 2O.02 10.01 27.7 19.2423 532108 796629 0.668' P /op,controls Diagonal Design Data Tension WxTower Job Pasco County(VS) (BU 826548) Page26 of 27 Tower Engineering Project Date Professionals TEP No. 48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed by Phone:(919)661-6351 Crown Castle zschartraw FAX:(919)661-6350 Section Elevation Size L L KI/r A P. OP Ratio No. P ft ft ft in lb lb OP. Tl 190-180 LI 3/4xl 3/4x3/16 9.43 4.4I 102.3 0.3779 4380 16440 0.266' T2 180-160 L2x2x3/16 9.43 4.35 87.9 0.4484 8572 19504 0.439' T3 160-140 2L21/2x21/20/160/8 11.52 5.51 87.1 1.1039 11209 48020 0.233' T4 140-120 L3x3x3/16 12.91 6.00 79.2 0.7120 12434 30973 0.401 ' T5 120-113.333 L3x3x3/16 13.39 6.24 82.3 0.7120 12689 30973 0.410' T6 113.333- L3x3x3/16 13.87 6.49 85.4 0.7120 12977 30973 0.419' 106.667 T7 106.667-100 2L3x3x3/16xl/2 14.36 6.74 88.6 1.4238 14096 61937 0.228' T8 100-80 L3 1/2x3 1/2x1/4 17.41 8.18 92.6 1.1034 16812 48000 0.350' T9 80-70 L3 I/2x3 1/2x1/4 18.10 8.56 96.4 1.1269 16119 49019 0.329' T10 70-60 2L3 1/20 1/2x1/4x1/2 18.80 8.92 100.2 2.2500 18296 97875 0.187' Tl 1 60-40 L3 1/2x3 MOM 20.23 9.51 109.3 1.6139 19211 70205 0.274' T12 40-30 L3 1/2x3 MOM 20.96 9.88 113.4 1.6139 18128 70205 0.258' T13 30-20 21-31/201/2x3/8xI/2 21.69 10.25 117.1 3.2344 20976 140695 0.149' T14 20-0 L4x4x3/8 23.19 11.01 109.6 1.8989 21456 82602 0.260' 'P /OP„controls Top Girt Design Data Tension Section Elevation Size L L KI/r A P OP„ Ratio No. P ft ft ft in lb lb OP. T1 190-180 L3 1/2x3 1/2x1/4 8.00 7.55 85.4 1.1503 1833 50039 0.037' T2 180-160 L3 1/2x3 1/2x1/4 8.00 7.55 85.4 1.1503 52 50039 0.001 ' T3 160-140 L3 1/2x3 MOM 8.00 7.40 86.0 1.6139 291 70205 0.004' T4 140-120 L3 I/2x3 1/2x3/8 9.67 8.96 103.2 1.6491 3247 71734 0.045' T5 120-113.333 L4x4x3/8 11.33 10.38 103.6 1.9341 2436 84132 0.029' T8 100-80 L4x4x3/8 13.00 12.01 119.8 1.8989 4489 82602 0.054' T9 80-70 L5x5x5/16 14.67 13.53 105.2 2.0967 4521 91207 0.050' Tl 1 60-40 L5x5x5/16 16.33 15.16 118.0 2.0674 6121 89933 0.068' T12 40-30 L5x5x5/16 18.00 16.67 129.5 2.0674 5744 89933 0.064' T14 20-0 L5x5x5/16 19.67 18.33 142.2 2.0674 6105 89933 0.068' P /OP controls Section Capacity Table Section Elevation Component Size Critical P qP,m". % Pass No. ft Type Element lb lb Capacity Fail Tl 190-180 Leg Pipe 2.5 STD 2 -17571 56559 31.1 Pass T2 180-160 Leg PIPE 3.5 STD 21 -69472 101716 68.3 Pass 73 160-140 Leg Pipe 5 STD 51 -133967 165270 81.1 Pass T4 140-120 Leg Pipe 8 STD 75 -205841 347310 59.3 Pass T5 120-113.333 Leg Pipe 8 STD 99 -229157 347310 66.0 Pass T6 113.333- Leg Pipe 8 STD 111 -252742 347310 72.8 Pass 106.667 17 106.667-100 Leg Pipe 8 STD 120 -274320 347310 79.0 Pass T8 100-80 Leg Pipe 10 STD(SCH40) 129 -336526 484378 69.5 Pass T9 80-70 Leg Pipe 10 STD(SCH40) 147 -370098 484378 76.4 Pass T10 70-60 Leg Pipe 10 STD(SCH40) 159 -403229 484378 83.2 Pass Job Page WxTDwer Pasco County(VS) (BU 826548) 27 of 27 Tover Engineering Project Date Professionals TEP No. 48167.253288 12:08:49 04/24/19 326 Tryon Rd Raleigh,NC Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 1 1 zschartraw Section Elevation Component Size Critical P OP.// % Pass No. .ft Type Element lb lb Capacity Fail Tl I 60-40 Leg Pipe 12 STD 168 -470255 602433 78.1 Pass T12 40-30 Leg Pipe 12 STD 186 -503302 602433 83.5 Pass T13 30-20 Leg Pipe 12 STD 198 -535909 602433 89.0 Pass T14 20-0 Leg Pipe 12 XH 207 -601622 794335 75.7 Pass Tl 190-180 Diagonal Ll 3/4x1 3/4x3/16 8 -4397 8758 50.2 Pass T2 180-160 Diagonal L2x2x3/16 27 -8657 12785 67.7 Pass 74.1(b) T3 160-140 Diagonal 2L2 1/2x2 1/2x3/16x3/8 58 -12139 52593 23.1 Pass 59.5(b) T4 140-120 Diagonal L3x3x3/16 84 -12653 22202 57.0 Pass 76.9(b) T5 120-113.333 Diagonal L3x3x3/16 108 -12920 21099 61.2 Pass 78.5(b) T6 113.333- Diagonal L300/16 117 -12837 19950 64.3 Pass 106.667 80.3(b) T7 106.667-100 Diagonal 2L3x3x3/16xl/2 126 -14449 61700 23.4 Pass 43.6(b) T8 100-80 Diagonal L3 1/20 1/2xl/4 138 -16978 27303 62.2 Pass 64.0(b) T9 80-70 Diagonal L3 1/20 1/2xl/4 156 -16363 25401 64.4 Pass 66.0(b) T10 70-60 Diagonal 2L3 1/20 1/2x1/4xl/2 165 -18622 89019 20.9 Pass 37.5(b) Tl 1 60-40 Diagonal L3 1/20 MOM 177 -19430 30929 62.8 Pass T12 40-30 Diagonal L3 1/20 MOM 195 -18450 29065 63.5 Pass T13 30-20 Diagonal 2L3 1/20 1/2x3/8xl/2 204 -21452 110283 19.5 Pass 29.8(b) T14 20-0 Diagonal L4x4x3/8 216 -21785 35179 61.9 Pass TI 190-180 Top Girt L3 1/20 1/2xl/4 6 -1851 29785 6.2 Pass 21.1(b) 72 180-160 Top Girt L3 1/20 1/2xl/4 23 44 52541 0.2 Pass 0.6(b) T3 160-140 Top Girt L3 1/2x3 1/2x3/8 52 291 73715 0.4 Pass 1.5(b) T4 140-120 Top Girt L3 I/20 1/20/8 76 -2637 30403 8.7 Pass 22.4(b) T5 120-113.333 Top Girt L4x4x3/8 100 -2089 34432 6.1 Pass 16.8(b) T8 100-80 Top Girt L4x4x3/8 130 -4064 25694 15.8 Pass 22.6(b) T9 80-70 Top Girt L5x5x5/16 148 -4227 34145 12.4 Pass 33.0(b) Tl 1 60-40 Top Girt L5x5x5/16 169 -5715 27177 21.0 Pass 37.0(b) T12 40-30 Top Girt L5x5x5/16 187 -5366 22493 23.9 Pass 34.7(b) T14 20-0 Top Girt L5x5x5/16 208 -5616 18589 30.2 Pass 36.9(b) Summary Leg(T13) 89.0 Pass Diagonal 80.3 Pass (T6) Top Girt 37.0 Pass (TI1) Bolt Checks 80.3 Pass RATING= 89.0 Pass Program Version 8.0.5.0-11/28/2018 File:C:/Users/zschartraw/Desktop/I'NX/Crown/Self-Supporting/826548-Pasco County(VS)/826548_1726765_LC7.eri April24,2019 190-ft Self Supporting Tower Structural Analysis Report CCI BU No 826548 TEP Project Number 48167.253288, Order 478452, Revision 0 Page 9 APPENDIX B BASE LEVEL DRAWING tmTower Report-version 8.0.5.0 .1 (OTHER CONSIDERED EQUIPMENT) (1) 1-1/4" TO 160 FT LEVEL (OTHER CONSIDERED EQUIPMENT) (12) 1-5/8"TO 160 FT LEVEL 3) 1-1/4" TO 148 FT LEVEL LEG C • • •••••• •�� • OOO LEG A • �O • O (PROPOSED EQUIPMENT CONFIGURATION) (OTHER CONSIDERED EQUIPMENT) O'" (3) 5/16" TO 171 FT LEVEL (6) 1-5/B" TO 140 FT LEVEL • O (3) 3/8" TO 171 Ff LEVEL (6) 3/4" TO 171 FT LEVEL (6) 7/8" TO 171 Ff LEVEL • O (12) 1-5/8" TO 171 FT LEVEL O O O (OTHER CONSIDERED EQUIPMENT) (1) 1-1/2" TO 190 Ff LEVEL (1) 1-3/5" TO 190 FT LEVEL O (12) 1-5/8" TO 190 FT LEVEL S LEG B BUSINESS UNIT:826548 TOWER ID: C_BASELEVEL April24,2019 190-ft Self Supporting Tower Structural Analysis Report M BU No 826548 TEP Project Number 48167.253288, Order 478452, Revision 0 Page 10 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 8.0.5.0 ASCE ASCE 7 Hazards Report AMERICAN SOCIETY OF CML ENGINEERS Address: Standard: ASCE/SEI 7-10 Elevation: 91 ft(NAVD 88) No Address at This Risk Category: II Latitude: 28.248028 Location Soil Class: D-Stiff Soil Longitude: -82.185944 '^�.i..l�/ `:? 1•..�y : � L`'..._-.. ='T t,Pt1P0 Park — , i. e:t =�. CCU• { i�= l ^b prr` ^'I� -- =t= =r;,r:•:t, -- t tJ3 • ./• �' at��rn '.-- �.:�ll-'"�.' 1 ,II-:�.�'-1i:'`i _ n�m,.� et,�u i _ & w r�• '\. --car?_=--'a`� ee,�.. _ .-- --..,. _ __ f. -�:1•------ '. ':��• �dlo d H92 s_a..�__•',.r_•_�s:'.:... I Asa.,_' 21 f '�_—yg---! Epp{tea p •a•-,t=.u�t-r - ;�'R :��r��=J/ �!I`, '. � i g '-+•� G>}�,L�•��y ! - _—_l _tlir.lit4 1 _ Ii I •;I,' :dark �3ie r !;Q..I�Chrixtiia'_ t 1 �.�},'� ^1� ._Q�.r.•L'l! ag,": S{rJx ZtPJ'fft14L • `r ` 1 ] t.,.Y- � r - ,� Sch gal 'ed' t-s, i"/N• ' wiak? -; '_',:�f`:� Tra't+:r r':1/k '1• �t\< - •$.N. 9' ,\ J "" Cy�fr=- F- 'ITcl Wind Results: Wind Speed: 137 Vmph 10-year MRI 78 Vmph 25-year MR[ 93 Vmph 50-year MRI 104 Vmph 100-year MRI 114 Vmph Data Source: ASCE/SEI 7-10, Fig. 26.5-1A and Figs. CC-1—CC-4, incorporating errata of March 12, 2014 Date Accessed: Tue Mar 26 2019 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-10 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability= 0.00143, MR] =700 years). Site is in a hurricane-prone region as defined in ASCE/SEI 7-10 Section 26.2. Glazed openings need not be protected against wind-borne debris. Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind conditions. https://asce7hazardtool.online/ Page 1 of 3 Tue Mar 26 2019 ASCE WERIM SOCIIRY OF CIVIL ENGINERo Seismic Site Soil Class: D-SUffSo Results: Dv 0.068 8os 0.072 G` 0.034 3m 0.055 F. 1]6 TL 8 F, 24 PGA: 0.032 Swo 0108 PGAm : 0.051 Gmn 0.083 FPGA 1]6 Seismic Design Category A MCE Response Spectrum Design Resp _onse Spectrum 009 0.041 0-05 0.02 0 0- Data Accessed: Tue Mar 28201Q Date Source: USGS Seismic Design Maps based onASCE/8E| 74O. incorporating Supplement 1 and errata cf March 31. 2O13. and A5CE/SE| 7-1OTab|' 1.5'2. AddiUono| data for aito'opeoi�uground moUnnprocedures inaucondoncowith ASCE/SE| 7-1OCh. 21 are available from USGS. AMERICAN SOCIETY OF CML ENGINEERS Ice Results: Ice Thickness: 0.00 in. Concurrent Temperature: 25 F Gust Speed: 30 mph Data Source: Standard ASCE/SEI 7-10, Figs. 10-2 through 10-8 Date Accessed: Tue Mar 26 2019 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 50-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability, currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement, affiliation,relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. httos:Hasce7hazardtool.online/ Page 3 of 3 Tue Mar 26 2019 ��oaoa�c� Project Inf1 1 BU# 826548 Site Name Pasco Count VS Order# 478452 Rev. 0 Tower1 1 Tower Type I Self Support TIA-222 RevJ H Q ApplyTIA-222-H Section 15.5 Applied Loads Comp. Uplift Axial k 618.69 546.76 Shear k 60.89 54.81, 1 Anchor Rod 1 Quantity: 6 Diameter(in): 2.25 Material Grade: A615-75 Fy=75 ksi Fu=100 ksi Grout Considered: No lay(in): 2.625 Eta Factor, Thread Type: N-Included Configuration: Symmetrical Anchor Rod 1 Results Pu_c (kips) 103.12 Shear, Vu (kips) 10.15 Moment, Mu (kip-in) 17.32 Axial Cap., Pn_c (kips) 243.75 Shear Cap., (�Vn (kips) 73.13 Moment Cap., (�Mn (kip-in) 94.70 Stress Rating 59.5% Pass Mplate-version 3.6.0 Analysis Date:4/24/2019 Drilled Pier Foundation CROWN BU#:826548 CASTLE Site Name:I Pasco Count VS Order Number:478452 Rev.0 TIA-222 Revison:1 H Tower Type:1 Self Support Analysis Results Check Limitation Applied o•d Soil Lateral Capacity Compression uplift Keply TIA-222-H Section 15.5: Comp. Uplift Dv--o(ft from TOC)1 20.76 1 20.76 N/A Moment(kip-ft) Soil Safety Factorl 17.39 1 19.31 Axial Force kips) 618.6911 546.762 Max Moment(kip-ft)1 852.03 1 767.02 Shear Force(kips) 60.8891 54.814 Rating*1 7.3% 1 6.6% Soil Vertical Capacity Compression Uplift Material Properties Skin Friction(kips) 784.61 566.19 Concrete Stren th,fc: 4 ksi End Bearing(kips) 406.73 - Rebar Strength,Fy:j 60 ksi Weight of Concrete(kips) 216.30 162.22 Total Capacity(kips) 1191.34 728.42 Pier Design Data Axial(kips) 834.99 546.76 Depth 42 ft Rating* 66.8% 71.5% Ext.Above Gradel 0.5 ft Reinforced Concrete CapacityCompression Uplift Pier Section 1 Critical Depth(ft from TOC) 21.40 19.02 From 0.5'above grade to 42'below rade Critical Moment(kip-ft) 850.83 759.36 Pier Diameter 6 ft Critical Moment Capacity 4516.96 2761.96 Rebar Quantity 26 - Rating* 17.9% 26.2% Rebar Size 9 Clear Cover to Ties 3 in Soil Interaction Rating*1 71.5% Tie Size 4 Structural Foundation Rating* 26.2% *Rating per TIA-222-H Section 15.5 Groundwater Depth 1 n/a ft I #of Layers 1 5 Soil I Profile Calculated Calculated Ultimate Skin Ult.Gross To Bottom Thickness Angle of Ultimate Skin . P You' Vro°«°� Cohesion Ultimate Skin Ultimate Skin Friction Comp Bearing SPT Blow Layer (ft) (ft) (ft) (pcf) (pcf) (ksf) Friction Friction Comp Friction Uplift Override Friction Uplift Capacity Count Soil Type (degrees) (ksf) (ksf) (ksf) . Override(ksf) (ksf) 1 0 3 3 110 150 0 0.000 0.000 0.00 0.00 Cohesionless 2 3 12 9 110 150 30 0.000 0.000 0.50 0.35 Cohesionless 3 12 30 18 115 150 25 0.000 0.000 1.50 1.05 Cohesionless 4 30 40 10 100 150 0.5 10 0.689 0.689 2A0 1.50 Silt 51 401 421 21 1001 1501 0.51 101 0.7451 0.7451 2.001 1.501 19.181 1 Silt Version 2.1.1