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R1 City.of ZephyrhilisPERMIT' NUMBE 5335 Eighth Street Zephyrhills, FL 33542 BAC-000776-2020 Phone: (813)780-0020 Fax: (813)780-0021 Vissue Date: 10/08/2020 Permit Type: Add/Alter (Commercial) 02 26 21 0080 011 0070 38122 Henry Drive wherl nf6rmati Permit lh fbeffiAtion Contractor Information ion Name: CITY OF ZEPHYRHILLS Permit Type:Add/Alter(Commercial) Contractor: GOFF COMMUNICATIONS Class of Work:Add/Alter Commercial INC Address: 5335 Ill St Building Valuation:$65,000.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (813)780-0000 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation'$65,000.00 Total Fees:$607.50 Amount Paid:$607.50 Date Paid:10/8/12020 1:59:46PM PIZ- r0i M!2 SWAP ANTENNA(4)T MOBILE jA0`-I'6&i6n:Fd6`s Building Permit Fee $405.00 Building Plan Review Fee $202.50 ---1 REINSPECTION FEES: (c)With respect to Rein I spection fees will comply with Florida Statute 653.80(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 subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit 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 add fee 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 PlEfArr OFFICEU ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER r l ® DATE(MMIDD/YYYY) A�o CERTIFICATE OF LIABILITY INSURANCE 10/8/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER WorkComp Solutions, Inc. NAME: 5143 South Lakeland Drive, Suite 1 a/c°Nr o Ext: 863 646-4642 ac No): 863-646-3521 Lakeland, FL 33813 E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC# www.workcompsolutionsfi.com INSURERA: American Interstate Insurance Company 31895 INSURED INSURER B: Goff Communications Inc. 6448 Parkland Drive INSURER C Sarasota FL 34243 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 58054153 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR PREMISES Ea occu ence $ MED EXP(Anyone person) $ PERSONAL BADVINJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ IECT POLICY PRO LOC PRODUCTS-COMP/OPAGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident 1 L 1 $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION AVWCFL2932752020 10/1/2020 10/1/2021 '/ STATUTE OERH AND EMPLOYERS'LIABILITY Y I N OFFICER/MEMBERPRIETR/PART ER/E ECUTIVE � NIA E.L.EACH ACCIDENT $1,000,000 EXCL(Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1 000 O 0 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1 000 000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) 30 Day Notice of Cancellation Applies. James E Goff CGCO58267 Douglas Lyle Smith EC13004137 CERTIFICATE HOLDER CANCELLATION Clt of Ze h rhIIIS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Y THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53 5 8th Street ACCORDANCE WITH THE POLICY PROVISIONS. Zephyrhills FL 33542 AUTHORIZED REPRESENTATIVE . . Darrell J.Mills �� "_� ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 58054153 1 20/21 WC I Jennifer Foster 1 10/8/2020 11:34:41 AM (EDT) I Page 1 of 1 -•This certificate cancels and supersedes ALL previously issued certificates. DATE(MMIDD/YYYY) A�® CERTIFICATE OF LIABILITY INSURANCE 09/24/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED. REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Wendy Robertson NAME: Brown&Brown of Florida,Inc. AHCNNo Et: (407)660-8282 FA/c,No): (407)660-2012 2290 Lucien Way E-MAIL wrobertson@bbodando.com ADDRESS: Suite 400 INSURERS)AFFORDING COVERAGE NAIC# Maitland FL 32751 INSURERA: Zurich American Insurance Co. 16535 INSURED INSURER B: North River Insurance 21105 Goff Communications,Inc. INSURER C: Lloyds of London 22000 6448 Parkland Drive INSURER D: INSURER E: Sarasota FL 34243 INSURER F: COVERAGES CERTIFICATE NUMBER: CL2092324775 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AUULhUhR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDD/YYYY MMIDDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRMAGE TO ENCE $ 2,000,000 CLAIMS-MADE OCCUR PRTA EMISES Ea occurrence $ 500,000 MED EXP(Any one person) $ 10,000 A GLO4987217-02 10/01/2020 10/01/2021 PERSONAL&ADV INJURY $ 2,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERALAGGREGATE $ 4,000,000 POLICY�JRO- ECT LOC PRODUCTS-COMP/OPAGG $ 4,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 2,000,000 Ea accident Ix ANYAUTO BODILYINJURY(Perperson) $ AOWNED SCHEDULED BAP 4987219-02 10/01/2020 10/01/2021 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED �/ NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY /� AUTOS ONLY Per accident UMBRELLA LIAB M OCCUR EACH OCCURRENCE $ 10,000,000 B X EXCESS LIAR CLAIMS-MADE 5821148511 10/01/2020 10/01/2021 AGGREGATE $ 20,000,000 DED I I RETENTION$ EXCESS OF $ GL,AUTO,WC WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Professional and Pollution Liability Each Claim $5,000,000 C B0621 PGOFF0001 20&00320 06/01/2020 10/01/2021 Aggregate $5,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) License Qualifiers: James E.Goff,CGC058267& Douglas L.Smith,EC13004137 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN City of Zephyrhills ACCORDANCE WITH THE POLICY PROVISIONS. 5335 8th Street AUTHORIZED REPRESENTATIVE Zephyrhills FL 33542 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 826548/A2GO082A Date Received Phone Contact for Permittingg 813 342-3873 NFL ermits crowncastl .Com 1 1 1 1 1 1 1 1 I l l i l Owner's Name Crown Castle USA, INC. for T Mobile Owner Phone Number 813-342-3873 Owner's Address 1 4511 N Himes Ave, Ste 210 Tampa FL 3361 Owner Phone Number Fee Simple Titleholder Name I City of Zephyrhills Owner Phone Number Fee Simple Titleholder Address 5335 8th St Ze h rhills,,FL 33541 p Y JOB ADDRESS 38122 Henry Dr, Zephyrhills LOT# SUBDIVISION PARCELID# 02-26-21-0080-OOA00-0070 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED a NEW CONSTR e ADD/ALT 0 SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL = DESCRIPTION OF WORK TMO ANCHOR is proposing to swap (4) antenna for(4) FFHH antenna. add (3) I'. '-T. svvaprl II BUILDING SIZE ray cap f1r )S;��I Ica gA�PE add (2) by rid. add�f�; nded diplexer. BUILDING $ M 65,000 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �I > Uv v_ =GAS = ROOFING 0 SPECIALTY = OTHERS/' )S FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER A'.+ rd-w ;•t COMPANY Goff Communications Inc./James E. Goff SIGNATURE - REGISTERED Y/ N FEE CURREN Y/N Address 6448 arkland ' e arasota,FL 34243 License# CGC058267 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# i -77 OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# 1111111111111111111111111111111111111111111111111111111111111111111 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 subdivisions/large projects CuUM_ntRCiAAttach 3 complete sets of-Bwldmg P and-s plus a Life Satety Page;(1)set of Energy Forms.R-0-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. j ****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 Attorney(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 Upgradesi A/C,. Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public.roadways:.needs;ROWt;' NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions" which may be 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 be 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 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for 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 Impact 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 may be 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, I 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 W" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to 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 COMMENCEMEMT.. FLORIDA JURAT(F.S. 117.0� -- OWNER OR AGENT CONTRACTOR Su�s�cr bed and swor�n�to(or affrmed)¢afore me this ub cribed and sworn "(or firmed) r e is t;rn/I Q by l{LhLrl ac{��I L _ ��y S o Ff. o Is/are personally known to me or has/have produced W o is/ a ers nall me o as ve pro cad as identification. s'mutittfrcation. Notary Public Notary Public Commission No. <</[7.0 Commission No. Name of Notary typed,printed or stamped Name of Nota i,,,.D e r At A e Netsry r Fo W of Florida �p1Y NU••, =RODRIG DIAi Jennifer Foster n:• � My Comm'asion GG 318234 g7578 � Expires 04/01/2023 ` ',': ; 2020 . �iiri�r iir�i ri�ii iirrr i�ii�i�rrf rii�r�i���r�rii ir�ri�iri�ii� 2013159491 Rept: 1549696 Rec: 52.50 This Instrument Prepared By: DS: 0.00 IT: 0.00 Christopher S.Linde Burr&Forman LLP 09113/13 eRecording 200 South Orange Avenue PAULA S.O'NE1LPh.D-PASCO CLERK COMPTROLLER Suite 800 09/13/13 03:15 PH 1 of 6 Orlando,Florida 32801 OR PG38494 Return to: Old Republic Residential Information Services 530 S.Malin Street,Suite 1031 Akron,Ohio 44311 Attention: STATE OF FLORIDA COUNTY OF PASCO Cross Reference to: Book 3850,Page 1189 Book 4099,Page 1232 Pasco County,Florida Records MEMORANDUM OF MASTER PREPAID LEASE AND MANAGEMENT AGREEMENT THIS MEMORANDUM OF MASTER PREPAID LEASE AND MANAGEMENT AGREEMENT (this "Memorandum") is made this Z6 day of , 2013, by and between T-MOBILE USA TOWER! LLC, a Delaware limited liability company ("T- Mobile Lessor"), having a mailing address of 12920 S.E. 38th Street; Bellevue, Washington 98006, and CCTMO LLC, a Delaware limited liability company ("Crown"), having a mailing address of 2000 Corporate Drive, Canonsburg,Pennsylvania 15317, 1. The City of Zephyrhills and APT Tampa/Orlando ("Original T-Mobile Tenant") entered into that certain Agreement dated November 24, 1997, a memorandum of which was recorded in Book 3850, Page 1189 in the Public Records of Pasco County, Florida, for certain real property as described on Exhibit A attached hereto and incorporated herein by reference (the"Land"). 2. T-Mobile Lessor and Crown are parties to (a) a Master Prepaid Lease (the "MPL") and (b) a Management Agreement (the "MA"), each with an effective date of November 30, 2012, pursuant to which ;F-Mobile Lessor (as successor to Original T-Mobile 'Tenant) has granted to Crown and Crown has accepted, either(y) a leasehold or sub-leasehold interest in the Land,together with the telecommunications tower located thereon, and such other improvements as more fully set forth in the MPL or the MA, as applicable (collectively, the "Site"), or (z) an exclusive right to operate, manage and administer the Site, in either case, subject to the terms, conditions and reservations in the MPL or the MA, as applicable, 3. The MPL and the MA each have a term that commenced on November 30, 2012 and shall terminate or -expire, with respect to the Site, on the Site Expiration Date or Technical Closing Date, as applicable, and as determined in accordance with the MPL and the MA, but in no event later than December 31, 2049. BU#826548;Pasco County(VS) 2109484 v I OR BK8931 PG 3H45 2 of 6 4. Crown has an option to purchase T-Mobile Lessor's right'. title and interest in the Site in accordance with Section 20 of the MPL. 5. Unless otherwise defined herein, capitalized terms shall have the meaning set forth in the MPL. The MPL and the MA and any and all amendments thereto contain terms and conditions in addition to those set forth in this Memorandum. This Memorandum is not intended to amend or modify the terms and conditions of the MPL or the MA or of any amendments thereto. The parties agree that the terms and conditions of the MPL and the MA, as applicable, shall govern the relationship of the parties under this Memorandum and the MPI,and the MA are each incorporated herein by reference. In the event of a conflict or inconsistency between the terms of the MPL or the MA and this Memorandum, the applicable terms of the MPL and the MA shall govern and control. 6. This Memorandum shall not be amended, supplemented or modified in any respect, except pursuant to written agreement duly executed by the parties;provided,however,if the term of both the MPL and MA shall terminate or expire with respect to the Site, the parties shall execute and file a revocation of or amendment to this Memorandum to evidence such termination or expiration. If either party fails to timely execute a revocation of or amendment to this Memorandum promptly after the expiration or termination of both the MPL and MA, then the other party shall have the right to execute such revocation or amendment as attorney in fact for such failing party. 7. T-Mobile Lessor granted to Crown a Power of Attorney dated November 30, 2012 related to the leasing, management and operation of the Site, which Power of Attorney was recorded as Instrument Number E2013105967 in the aforesaid recording office. [Remainder of page intentionally left blank. Signature and acknowledgments toofollow-1 BU#826548;Pasco County(VS) 2 2109484 v I OR BK 8931 PG 3846 3 of 6 IN WITNESS WHEREOF, the parties hereto have set their hands and seals as of the date first above written. WITNESSES: T-MOBILE LESSOR: T-MOBILE USA TOWER.LLC, a Delaware limited liability company Pr�name: 'i/10 By: CCTMO LLC, a Delaware limited liability company Its: Attorney in Fact rint Name: n#jA&e 6t' By: -2 Name: a gWl Its: RET Manager STATE OF C ) COUNTY OF ) The foregoing instrument was acknowledged before me this 2_0 day of , 2013, by -ra the of C MO LLC, a Delaware limited liabili6 company, as Attorney in Fact for T-MORILE USA TOWER LLC, who executed the foregoing instrument on behalf of the said limited liability company. He/She is personally known to me or has produced AlJA as identification. Given under my hand this ?4 day of ,2013. ary Public c :aoti�PYPVs4�^ SARAH E.SCOPEL Notary Public,State of Texas Printed Name : 4:� My Commission Expires August 08, 2015 My Commission Expires: My Commission Number: /U/iq BUtt 826548;Pasco County(VS) 3 2109484 vl OR BIKH931 PG 3847 4 of 6 WITNESSES: CROWN: CCTMO LLC, Print N.26". / ,7/o a.Delaware limited liability company P ri t 4a—me. 6 hrfize'�'� S By: �,,, EAL) Name: L15a M. Its: RET Mai idger STATE OF COUNTY OF The foregoing instrument was acknowledged before me this day of 4a 2013 by 4re-I '16 -1—,,A j;Cam._, o ccf - LLC, a Delaware limited liability co any, who executed the foregoing instT4ment on behalf of the said limited liability company. Be/She is personally known to me or has produced as identification. Given under my hand this.ZD day of 2013. AA 414 Norary`Public "7-- '-3c -eJ SARAH F.SCOpF N L otary Public State a Printed Name T, MY Commission Expirex s es August 2075 My Commission Expires: My Commission Number: A)Ia BU#826548;Pasco County(VS) 4 2109484 v I OR sK 8931 PG 3848 5 of 6 EXHIBIT"A" An approximately 8,549 square foot portion of the following described real property, together with easements for ingress, egress and utilities thereto: SITUATE IN THE COUNTY OF PASCO AND STATE OF FLORIDA. ALL THAT CERTAIN LAND SITUATE IN PASCO COUNTY, FLORIDA, VIZ: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 2, TOWNSHIP 26 SOUTH, RANGE 21 EAST, IN PASCO COUNTY, FLORIDA, RIJN S. 88050'15^ W., 1796.6 FEET ALONG THE NORTH LINE OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SAID SECTION 2, THENCE RUN SOUTH 19.1 FEET FOR A POINT OF BEGINNING; SAID POINT LYING ON THE SOUTH RIGHT OF WAY LINE OF HENRY DRIVE, THENCE CONTINUE SOUTH 200.0 FEET, THENCE RUN S. 88050'15" W., 200.0 FEET, THENCE RUN NORTH 2O0.0 FEET TO THE SOUTH RIGHT OF WAY LINE OF HENRY DRIVE, THENCE RUN N. 88050'15" E., 200.0 FEET ALONG SAID RIGHT OF WAY LINE TO THE POINT OF BEGINNING, BEING A PORTION OF TYSON SUBDIVISION, AS RECORDED IN PLAT BOOK 4, PAGE 109, PASCO COUNTY, RECORDS. TAX ID NO: 02-26-21-0080-o0A00-0070 ADDRESS: 38122 Henry Dr., Zephyrhills; FL 33540 Being more particularly described as: BU#826548;Pasco County(VS) A-1 2109484 vl OR BK H931. PG 3849 6 of 6 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-AS RECORDED IN PLAT BOOK 4, PAGE 109. OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIPA; 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 BEGINNINGS THENCE S.01'44'49"W., 80.1 FEET; THENCE S.5Y43'42W.. 21.6 FEET; THENCE N.88'15'11"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"E., 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-EXCLUSIVE 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.53'43'42"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. nq BUS 826548;Pasco County(VS) 2 2109484 vI Document Break Sheet Document Identification: Document Name: A2G0082A 01 MOL 19980000 1 Document Date: 19980000 Image Name: Location Identifier: A2G0082A Truncated Doc Name: MOL Document Sequence: 01 ABSTRACT e,):de0%C1AU A iVA 4ite- 5 tie 4yle� 10()0 P Site No.A-2-G-082-G A 1- aj av wa.,Ler 1 - THIS INSTRUMENT PREPARED 110 UNDER THE SUPERVISION OF:Tim Ba ' ger RECORD AND RETURN TO: Corporate Legal Review APT Tampa/Orlando, Inc. 6902 Cypress Park Drive Tampa, FL 33634 MEMORANDUM OF SITE AGREEMENTlLEASE FOR/LAND THIS MEMORANDUM OF SITE AGREEMENT/LEASE FOR FK "Memorandum" ie +t�ed�efld by =d-betweem CITY OF ZEPHYRHILLS, a municipality ate of Florida, whose address is 5335 Eighth Street, Zephyrhills, FL 33540-4312 as "Owner', and 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 November 24, 1997, (together with any amendments and modifications thereto, the "Site Agreement"), whereby Owner has leased and APT has hired those certain premises in Pasco County, Florida, consisting of, among other things, approximately 8539 square feet of land, as depicted and legally described on Exhibit"A" attached hereto and hereby incorporat into this Memorandum and certain easeTents(the"Project Site"). t- is kM;s c4 tQA? "D;dAWN Cdt,JL VMAX 6taA&n2-3 s&-rl� 2. TERM. The initial term of the Site Agreement shall be a period of five (5) and a fraction years er}A� 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 CIA-A provided in the Site Agreement("Initial Term"). vOd.* oweJ. 3. RENEWAL OPTIONS. In addition to the Initial Term and on and subject to the terms of the Site .94 Agreement, the Site Agreement term may be automatically extended for four (4) consecutive periods of five (5) te54 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. bo 4. COMMENCEMENT. The"Commencement Date"is the date on which APT begins construction of Co the APT Facilities (as defined in the Site Agreement). Accordingly, unless otherwise specifically 3R& stated here: February 23, 1998, the Commencement Date shall be the date of APT's filing of a Notice of `l it"-' Commencement in the public records of the county in which the Project Site is located. � 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. OK 7T �6� nears SJ��( 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: Print Name: Print Title:City Council President 2, Date: Print Name: Attest. Print Name: Print Title: City Clerk [Corporate Seal] Date: TENANT: Witnesses: APT Tampa/Orlando,Inc.,a Delaware corporation 1. By: Printed Name: Name: Tony R. McDowell 2. Title: Director, Engineering and Operations Printed Name: and Authorized Agent [Corporate Seal] Date: STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me on this day of , 1998, by as of CITY OF ZEPHYRHILLS, a municipality of the State of Florida, on behalf of the CITY OF ZEPHYRHILLS. He/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 [Seall Commission Number. .r Date: August 11,2020 0 FL COM 31011 Angela Harris Tower Engineering Professionals Crown Castle 326 Tryon Road 8000 Avalon Blvd. Raleigh, NC 27603 Alpharetta, GA 30009 (919) 661-6351 Subject: Structural Analysis Report Carrier Designation: T-Mobile Co-Locate Carrier Site Number: A2G0082A Carrier Site Name: Pasco County (VS) Crown Castle Designation: Crown Castle BU Number: 826548 Crown Castle Site Name: Pasco County (VS) Crown Castle JDE Job Number: 564720 Crown Castle Work Order Number: 1877382 Crown Castle Order Number: 485515 Rev.4 Engineering Firm Designation: TEP Project Number: 48167.359855 Site Data: 38122 Henry Dr.,Zephyrhills, Pasco County, FL 33542 Latitude 280 14'S2.90'; Longitude -8r 11'9.40" 190 Foot Self-Supporting Tower Dear Angela Harris, Tower Engineering Professionals is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above-mentioned tower. ' 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: LC7: Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 138 mph as required by the 2020 Florida Building Code, 7th'Edition. Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. Adam �� �'A'�y naa,.9-by MM,fta Structural analysis prepared by: Gregory D. Keller, E.I./ZSC VI1 to_e T �6 a ,�oa�z Arrl�gx p +l 2.11 This item has been Respectfully submitted by: ��� !� GEN T� 1- electronically signed QQ- �� SF 0y and sealed by Adam No. 77387 M. Amortnont, P.E. on 08/11/2020 using Adam M. Amortnont, P.E. * *� a Digital Signature. -p STATE OF i�O � Printed copies of this /, �' �ORIOP �� �� document are not ASS/ N 1��G considered signed �` Electronic and sealed and the c signature must be verified on any electronic copies. August 11,2020 190-ft Self-Supporting Tower Structural Analysis Report CCI BU No 826548 TEP Project Number 48167.359855, Order 485515, Revision 4 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 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations Adam M AC-i-cyAd—M osi airynnmmam MAmcNwnl F°5. This item has been •=U°afi4°ted. A°"'°°°°°°°"'EF`° °°°°°W electronically signed Amortn A I Y 9 � AMp �/// and sealed by Adam �� �• RT // M. Amortnont, P.E. �\C E NSA ?p /� on 08/11/2020 using 2� a Digital Signature. =' No. 77387 * * * Printed copies of this STATE OF document are not �� considered signed 0 and sealed and the �ORIOP G� ��� signature must be L EN����� verified on any Electronic Coylllll� electronic copies. tnxTower Report-version 8.0.7.4 August 11,2020 190-ft Self-Supporting Tower Structural Analysis Report CCI BU No 826548 TEP Project Number 48167.359855, Order 485515, Revision 4 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. 2)ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 138 mph Exposure Category: C Topographic Factor: 1.0 Service Wind Speed: 60 mph Table 1 - Proposed Equipment Configuration Center Number : Number, Feed Mounting Line i Antenna of Antenna Model of Feed Line , Level (ft) ' Elevation Manufacturer Antennas; Lines Size(in)' (ft) ; 4 Commscope FFHH-65C-R3_T-M0BILE w/Mount Pipe 3 Nokia AEHC w/Mount Pipe 4 Nokia AHLOA_T-MOBILE 12 1-5/8 189.0 189.0 4 Nokia AHFIG 1 1-3/5 2 1-1/2 1 Raycap RNSNDC-7771-PF-48 2 Commscope HCS 2.0 3 Site Pro 1 VFA12-HD Sector Mount tnxTower Report-version 8.0.7.4 August 11,2020 190-ft Self-Supporting Tower Structural Analysis Report CCI BU No 826548 TEP Project Number 48167.359855, Order 485515, Revision 4 Page 4 Table 2- Other Considered Equipment Center Number : Number Feed Mounting. Line of Antenna Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer (ft) Lines Size(in) 3 Andrew DBXNH-6565B-R2M w/Mount Pipe 3 Commscope F--� w/ BJAH4-1 D65B-DL Mount Pipe 6 Commscope NNHH-65B-R4_CCIV2 w/Mount Pipe 6 Raycap DC2-48-60-0-9E 175.0 1 Raycap DC6-48-60-18-8F 2 Raycap DC6-48-60-18-8C 3 5/16 3 Ericsson RRUS 32 3 3/8 171.0 3 Ericsson RRUS 32 B2 6 3/4 3 Ericsson RRUS 32 B66 6 7/8 12 1-5/8 3 Ericsson F RRUS 4449 B5/B12 3 Ericsson F RRUS 4478 B14 CCIV2 3 Andrew E15SO9P78 3 Site Pro 1 Puck 3 Kenwood T1326KT12 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 F Sector Mount[SM 503-3] 6 Jma Wireless MX06FRO860-02 w/Mount Pipe 3 Ericsson RRUS 32 B2 3 Ericsson I RRUS 4449 B5/B12 160.0 160.0 1 Raycap RVZDC-6627-PF-48 14 1-5/8 1 Raycap I RRFDC-3315-PF-48 3 Ericsson I RRUS 32 B66 3 Ericsson I KRY901369 CCIV2 3 Site Pro 1 F VFA14-HD Mount 3 Ericsson RRUS-1 1 80OMHz 150.0 3 Ericsson RRUS 31 B25 9 RFS Celwave ACU-A20-N 148.0 3 Ericsson F 80OMHz SMR Filter 3 1-1/4 149.0 3 RFS Celwave APXVERRI8-C w/ Mount Pipe 3 Ericsson AIR 6488 B41 w/Mount Pipe 148.0 3 Site Pro 1 VFA12-HD Sector Mount 140.0 140.0 3 KMW Comm. HB-X-AW-23-33-OOT 6 1-5/8 1 Tower Mounts Sector Mount[SM 402-3] tnxTower Report-version 8.0.7.4 August 11,2020 190-ft Self-Supporting Tower Structural Analysis Report CCI BU No 826548 TEP Project Number 48167.359855, Order 485515, Revision 4 Page 5 3)ANALYSIS PROCEDURE Table 3- Documents Provided Document i Remarks Reference Source Geotechnical Report Nodarse &Associates, Inc. 3497292 CCISites Tower Foundation Drawings Valmont Microflect 3497291 CCISites Tower Manufacturer Drawings Valmont Microflect 3675014 CCISites Tower Reinforcement Drawings Tower Engineering Professionals 3946359 CCISites Post-Modification Inspection Tower Engineering Professionals 4460699 CCISites 3.1) Analysis Method tnxTower (version 8.0.7.4), 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. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the TIA-222 Standard. 3.2) Assumptions 1) The tower and structures were maintained in accordance with the TIA-222 Standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2, and the referenced drawings. 3) The following material grades were assumed: a) Tower Legs:ASTM A53-1346 b) Tower Bracing:ASTM A36 c) Anchor Rods:ASTM A615-75 4) TEP assumed the soil properties for the bottom layer of caisson from 40-ft to 42-ft to match the properties of the soil later. 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) ; epl (lb) % Pass/Fail No. Element' Capacity, T1 190-180 Leg Pipe 2.5 STD I -7843 56559 13.9 Pass T2 180-160 Leg PIPE 3.5 STD 21 -47246 101716 46.4 Pass T3 160-140 Leg Pipe 5 STD 51 -104970 165270 63.5 Pass T4 140-120 Leg Pipe 8 STD 75 -171821 347310 49.5 Pass T5 120-113.333 Leg Pipe 8 STD 99 -194002 347310 55.9 Pass T6 113.333- Leg Pipe 8 STD 111 -216504 P47310 62.3 Pass 106.667 T7 106.667-100 1 Leg Pipe 8 STD 120 -237436 347310 68.4 Pass T8 100-80 Leg Pipe 10 STD(SCH40) 129 -298116 484378 61.5 Pass T9 80-70 Leg Pipe 10 STD(SCH40) 147 -331189 484378 68.4 Pass T10 70-60 Leg Pipe 10 STD(SCH40) 159 -363965 484378 75.1 Pass T11 60-40 Leg Pipe 12 STD 168 -430732 602433 71.5 Pass tnxTower Report-version 8.0.7.4 August 11,2020 190-ft Self-Supporting Tower Structural Analysis Report M BU No 826548 TEP Project Number 48167.359855, Order 485515, Revision 4 Page 6 Section; Elevation(ft) Component Type Size Critical P(lb) �Pe,,,w(Ib) °7o Pass/Fail No. E Element Capacity. T12 40-30 Leg Pipe 12 STD 186 463810 602433 77.0 1 Pass T13 30-20 Leg Pipe 12 STD 1 198 -496547 1 602433 1 82.4 1 Pass T14 20-0 Leg Pipe 12 XH 207 -562693 1 794335 1 70.8 1 Pass Ti 190-180 Diagonal L1 3/4x1 3/4x3/16 10 -3068 8758 35.0 Pass T2 180-160 Diagonal L2x2x3/16 28 -7402 12785 57.9 Pass 63.3(b) T3 160-140 Diagonal 2L2 1/2x2 1/2x3/16x3/8 58 -11316 52593 21.5 Pass 55.5(b) T4 140-120 Diagonal L3x3x3/16 84 -11933 22202 53.7 Pass 72.6(b) T5 1120-113.333 Diagonal L3x3x3/16 108 -12343 21099 58.5 Pass 175.1 (b) T6 1 113.333- Diagonal L3x3x3/16 117 12357 19950 61.9 Pass 106.667 77.2(b) T7 1106.667-100 1 Diagonal 2L3x3x3/16x1/2T 26 -13983 F57642 24.3 Pass 42.3(b) T8 100-80 Diagonal L3 1/2x3 1/2x1/4 138 -16665 27303 61.0 [----Pass 6.2.9(b) T9 80-70 Diagonal L3 1/2x3 1/2xl/4 156 16256 25401 64.0 Pass 65.7(b) T10 70-60 Diagonal 2L3 1/2x3 1/2xl/4xl/2 165 -18515 89019 20.8 Pass 37.3(b) Ti 1 60-40 Diagonal L3 1/2x3 1/2x3/8 177 -19469 30929 62.9 Pass T12 40-30 Diagonal L3 1/2x3 1/2x3/8 195 -18640 29065 64.1 Pass T13 30-20 Diagonal 21-3 1/2x3 1/2x3/8xl/2 204 -21628 110283 19.6 Pass 30.1 (b) T14 20-0 Diagonal L4x4x3/8 216 -22015 35179 62.6 Pass T1 190 180 Top Girt L31/2x31/2x1/4 4 -594 29785 2.0 Pass 6.4(b) T2 180-160 Top Girt L3 1/2x3 1/2x1/4 22 -141 30538 0.5 Pass 2.0(b) T3 160-140 Top Girt L3 1/2x3 1/2x3/8 54 387 73715 0.5 Pass 1.9(b) T4 140-120 Top Girt L3 1/2x3 1/2x3/8 76 -1969 32212 6.1 Pass 17.0(b) T5 120-113.333 Top Girt L4x4x3/8 100 -1671 34432 4.9 Pass 13.6(b) T8 J 100-80 Top Girt L4x4x3/8 130 -3515 26487 13.3 Pass 19.6(b) T9 80-70 Top Girt L5x5x5/16 148 -3711 34145 10.9 Pass 29.0(b) T11 60-40 Tap Girt L5x5x5/16 169 -5163 27769 18.6 Pass 33.4(b) T12 40-30 Top Girt L5x5x5/16 187 -4892 22493 21.7 Pass 31.6(b) T14 20-0 Top Girt L5x5x5/16 208 [79HET18589 28.1 Pass 34.3(b) Summary Leg(T13) 82.4 Pass Diagonal 77.2 Pass (T6) Top Girt 34.3 Pass (T14) F Bolt 77.2 Pass hecks RATING= 82.4 Pass tnxTower Report-version 8.0.7.4 August 11,2020 190-ft Self-Supporting Tower Structural Analysis Report M BU No 826548 TEP Project Number'48167.359855, Order 485515, Revision 4 Page 7 Table 5-Tower Component Stresses vs. Capacity- LC7 Notes Component ` ! Elevation (ft) %Capacity Pass/Fail 1,2 Anchor Rods - 11.8 Pass 1,2 Base Foundation Soil Interaction', - 66.5 Pass 1,2 Base Foundation Structural - 24.8 Pass Structure Rating (max from all components)= 82.4% 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) The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. tnxTower Report-version 8.0.7.4 August 11,2020 190-ft Self-Supporting Tower Structural Analysis Report CCI BU No 826548 TEP Project Number 4816Z359855, Order 485515, Revision 4 Page 8 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 8.0.7.4 190.0 ft ' ICI ' Nil I ¢ Go 180.o ff SYMBOL LIST ■7J■ MARK SIZE MARK SIZE N N I f0 ■ A Pipe 2.5 STD D 2L31/2x31l2x1/4x1/2 Co '? I B L1 3/4x1 3/4x3/16 E 2L3 1/2x3 1l2x3/8x1/2 "'• x m c 2L3x3x3/16x1/2 F L4x4z3/8 ch N m R W Nx - a J MATERIAL STRENGTH 160.0ft GRADE Fy Fu GRADE Fy Fu m Ili i• I I A53•13•46 146 ksi 167 ksi A36 136 ksi 158 ksi — x m TOWER DESIGN NOTES N ¢ 1. Tower is located in Pasco County,Florida. iE I I 2. Tower designed for Exposure C to the TIA-222-H Standard. m 3. Tower designed for a 138 mph basic wind in accordance with the TIA-222-H Standard. N I 4. Deflections are based upon a 60 mph wind. 140.0a 5. Tower Risk Category II. N 6. Topographic Category 1 with Crest Height of 0.00 ft o; 7. TOWER RATING:82.4% O � 120.0 ft co ' E m 'a LL c? 113.3 ft m m ¢ 106.7 ft Z c \ N 100.0 It \ m v m a v it N J O _ P 2 r., � N O 80.0 If N J V) N P m 6 xX a ,n 70.0 ft z 60.0 It c� M f o m o 0 N N N M J 40.0 it ALL REACTIONS ARE FACTORED a MAX.CORNER REACTIONS AT BASE: 30.0 ft DOWN: 579828 lb SHEAR: 590951b Oq Z m UPLIFT. -508264lb zo.o If \ SHEAR: 53050 lb AXIAL x 82172 lb x a p SHEAR MOMENT \ 958731bj(� 102065011b-R 0.0 ft R TORQUE 79994 lb-ft " o REACTIONS-138 mph WIND N �T N q m N (7 t V a^ 9 O O l- LL A 3 Tower Engineering Professionals lob: Pasco County(VS)(BU 826548) 326 Tryon Road Project:TEP No.48167.359855 client.Crown Castle Drawn by: dkeller Ar p a: Raleigh, NC 27603 g Tower Engineering Professionals Phone:(919)661-6351 Code: TIA-222-H Date:08/11/20 scale' N FAX: 919 661-6350 Path.c+us�cm a enooamemsrtwxaoca ae,s�zss a,ar 3a:icr.e Dwg No. Page tnxTawer Job Pasco County (VS) (BU 826548) 1 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 gdkeller 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 138 mph. Risk Category II. 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(FW)=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 11 Calculate Redundant Bracing Forces Consider Moments-Diagonals Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Code Stress Ratios Use Clear Spans For KUr All Leg Panels Have Same Allowable Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice Bypass Mast Stability Checks 11 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 Autocale 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 KUry For 60 Deg.Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Comer Radii Are Known �xj�Qw4�r Job Page Pasco County (VS) (BU 826548) 2 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC 27603 Client Phone:(919)661-6351 Crown Castle Designed FAX:(919)661-6350 gdkelier Wind 180 . L gA Wind 90 ,1 'Poo � Leg C Z Leg 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 i1 ft Tl 190.00-180.00 8.00 1 10.00 T2 180.00-160.00 8.00 1 20.00 T3 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 T11 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 KBrace Horizontals Offset Offset End ft ft Panels in in Tl 190.00-180.00 5.00 X Brace No No 0.0000 0.0000 Page �l�x�QWE'1" Job Pasco County (VS) (BU 826548) 3 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.(919)661-6350 gdkeller Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type KBrace Horizontals Offset Offset End ft ft Panels in in T2 180.00-160.00 5.00 X Brace No No 0.0000 0.0000 T3 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 T7 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 T10 70.00-60.00 10.00 X Brace No No 0.0000 0.0000 Tl1 60.00-40.00 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 Tl 190.00-180.00 Pipe Pipe 2.5 STD A53-B-46 Equal Angle Ll 3/4x1 3/4x3/16 A36 (46 ksi) (36 ksi) T2 180.00-160.00 Pipe PIPE 3.5 STD A53-B-46 Equal Angle L2x2x3/16 A36 (46 ksi) (36 ksi) T3 160.00-140.00 Pipe Pipe 5 STD A53-B-46 Double Equal 2L2 1/2x2 1/2x3/16x3/8 A36 (46 ksi) Angle (36 ksi) T4 140.00-120.00 Pipe Pipe 8 STD A53-B-46 Equal Angle L3x3x3/16 A36 (46 ksi) (36 ksi) T5 120.00-113.33 Pipe Pipe 8 STD A53-B-46 Equal Angle L3x3x3/16 A36 (46 ksi) (36 ksi) T6 113.33-106.67 Pipe Pipe 8 STD A53-B-46 Equal Angle L3x3x3/16 A36 (46 ksi) (36 ksi) T7 106.67-100.00 Pipe Pipe 8 STD A53-B-46 Double Equal 2L3x3x3/16x1/2 A36 (46 ksi) Angle (36 ksi) T8 100.00-80.00 Pipe Pipe 10 STD(SCH40) A53-B-46 Equal Angle L3 1/20 1/2xl/4 A36 (46 ksi) (36 ksi) T9 80.00-70.00 Pipe Pipe 10 STD(SCH40) A53-B-46 Equal Angle L3 1/2x3 1/2x1/4 A36 (46 ksi) (36 ksi) T10 70.00-60.00 Pipe Pipe 10 STD(SCH40) A53-B-46 Double Equal 2L3 1/2x3 l/2x1/4xl/2 A36 (46 ksi) Angle (36 ksi) T11 60.00-40.00 Pipe Pipe 12 STD A53-B-46 Equal Angle L3 1/2x3 1/2x3/8 A36 (46 ksi) (36 ksi) T12 40.00-30.00 Pipe Pipe 12 STD A53-B-46 Equal Angle L3 1/2x3 1/2x3/8 A36 (46 ksi) (36 ksi) T13 30.00-20.00 Pipe Pipe 12 STD A53-B-46 Double Equal 2L3 1/2x3 l/2x3/8xl/2 A36 (46 ksi) Angle (36 ksi) T14 20.00-0.00 Pipe Pipe 12 XH A53-B-46 Equal Angle L4x4x3/8 A36 (46 ksi) (36 ksi) Tower Section Geometry cont'd tnxl Q}�er Job Page Pasco County (VS) (BU 826548) 4 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 T?),on Road Raleigh,NC 27603 Client Designed b Phone:(919)661-6351 Crown Castle g y FAX:(919)661-6350 gdkeller Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt Elevation Type Size Grade Type Size Grade ft Tl 190.00-180.00 Equal Angle L3 1/20 1/2xl/4 A36 Solid Round A36 (36 ksi) (36 ksi) T2 180.00-160.00 Equal Angle L3 1/2x3 1/2x1/4 A36 Solid Round A36 (36 ksi) (36 ksi) T3 160.00-140.00 Equal Angle L3 1/2x3 1/2x3/8 A36 Solid Round A36 (36 ksi) (36 ksi) T4 140.00-120.00 Equal Angle L3 1/2x3 1/2x3/8 A36 Solid Round A36 (36 ksi) (36 ksi) T5 120.00-113.33 Equal Angle L4x4x3/8 A36 Solid Round A36 (36 ksi) (36 ksi) T8 100.00-80.00 Equal Angle L4x4x3/8 A36 Solid Round A36 (36 ksi) (36 ksi) T9 80.00-70.00 Equal Angle L5x5x5/16 A36 Solid Round A36 (36 ksi) (36 ksi) T11 60.00-40.00 Equal Angle L5x5x5/16 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 Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants ft ftz in in in in T1 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) T3 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) T11 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) UIX1 Qwer Job Page Pasco County (VS) (BU 826548) 5 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.(919)661-6350 gdkeller 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 1 1 1 1 1 1 1 1 180.00-160.00 1 1 1 1 1 1 1 T3 Yes No 1 1 1 1 1 1 1 1 160.00-140.00 1 1 1 1 1 1 1 T4 Yes No 1 1 1 1 1 1 1 1 140.00-120.00 1 1 1 1 1 1 1 T5 Yes No 1 1 1 1 1 1 1 1 120.00-113.33 1 1 1 1 1 1 1 T6 Yes No 1 1 1 1 1 1 1 1 113.33-106.67 1 1 1 1 1 1 1 T7 Yes No 1 1 1 1 1 1 1 1 106.67-100.00 1 1 1 1 1 1 1 T8 Yes No 1 1 1 1 1 1 1 1 100.00-80.00 1 1 1 1 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 T10 Yes No 1 1 1 1 1 1 1 1 70.00-60.00 1 1 1 1 1 1 1 Tll Yes No 1 1 1 1 1 1 1 1 60.00-40.00 1 1 1 1 1 1 1 T12 Yes No 1 1 1 1 1 1 1 1 40.00-30.00 1 1 1 1 1 1 1 T13 Yes No 1 1 1 1 1 1 1 1 30.00-20.00 1 1 1 1 1 1 1 T14 Yes No 1 1 1 1 1 1 1 1 20.00-0.00 1 1 1 1 1 1 1 'Note:K factors are applied to member segment lengths.K-braces without inner supporting members will have the Kfactor 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 �xTower Job Page Pasco County (VS) (BU 826548) 6 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 gdkeller 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 20.00-0.00 0.0000 1 0.0000 0.75 1 0.0000 0.75 1 0.0000 0.75 0.0000 0.75 1 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 0.500Q 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 tnxl Qwej" Job Page Pasco County (VS) (BU 826548) 7 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.(919)661-6350 gdkeller 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 A325N A325N A325N A325N A325N 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** TSZ 999 A No No At(CaAa) 148.00- 0.0000 0.405 3 3 0.5000 1.1900 1.07 067/xxxM-8A 0.00 WG(1-3/16") 942-98884-1F A No No Ar(CaAa) 148.00- 0.0000 0.42 1 1 0.5000 1.6890 2.33 XXX(1-5/8) 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 2 2 0.5000 1.6250 1.07 Mwer/18Fib 0.00 er RL 2(1 5/8") LCF158-50JL( A No No Ar(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 At(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-BOl(5/ B No No Ar(CaAa) 171.00- 3.2000 -0.34 3 3 0.3150 0.3150 0.07 16") 0.00 FB-L98B-002- B No No Ar(CaAa) 171.00- 2.5000 -0.34 2 2 0.3937 0.3937 0.06 XXX(3/8) 0.00 WR-VG86ST- B No No At(CaAa) 171.00- 2.5000 -0.3 3 3 0.5000 0.7950 0.58 BRD(3/4) 0.00 FB-L9813-002- B No No Ar(CaAa) 171.00- 2.0000 -0.35 1 1 0.3937 0.3937 0.06 XXX(3/8) 0.00 WR-VG86ST- B No No At(CaAa) 171.00- 2.5000 -0.35 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 At(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(1- C No No Ar(CaAa) 189.00- 0.0000 -0.05 12 12 0.5000 1.9800 0.82 5/8") 0.00 �.h s"4�'►M G• Job Page jj Pasco County (VS) (BU 826548) 8 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle- FAX:(919)661-6350 gdkeller 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 ASU9325TYP C No No Ar(CaAa) 189.00- 2.0000 -0.05 1 1 0.5000 1.5840 1.61 01(1-3/5) 0.00 HCS 2.0 Part C No No Ar(CaAa) 189.00- 2.0000 -0.06 2 2 0.5000 1.5500 1.71 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 p f Calculation Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face ft ft, ft2 ft2 ft2 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 30.600 0.000 174 T2 180.00-160.00 A 0.000 0.000 0.000 0.000 0 B 0.000 0.000 57.166 0.000 302 C 0.000 0.000 66.888 0.000 377 T3 160.00-140.00 A 0.000 0.000 73.227 0.000 332 B 0.000 0.000 95.142 0.000 479 C 0.000 0.000 66.888 0.000 377 T4 140.00-120.00 A 0.000 0.000 84.538 0.000 438 B 0.000 0.000 95.142 0.000 479 C 0.000 0.000 100.648 0.000 556 T5 120.00-113.33 A 0.000 0.000 28.179 0.000 146 B 0.000 0.000 31.714 0.000 160 C 0.000 0.000 33.549 0.000 185 T6 113.33-106.67 A 0.000 0.000 28.179 0.000 146 B 0.000 0.000 31.714 0.000 160 C 0.000 0.000 33.549 0.000 185 T7 106.67-100.00 A 0.000 0.000 28.179 0.000 146 B 0.000 0.000 31.714 0.000 160 C 0.000 0.000 33.549 0.000 185 T8 100.00-80.00 A 0.000 0.000 84.538 0.000 438 B 0.000 0.000 95.142 0.000 .479 C 0.000 0.000 100.648 0.000 556 T9 80.00-70.00 A 0.000 0.000 42.269 0.000 219 B 0.000 0.000 47.571 0.000 240 C 0.000 0.000 50.324 0.000 278 T10 70.00-60.00 A 0.000 0.000 42.269 0.000 219 B 0.000 0.000 47.571 0.000 240 Page UIXTower Job Pasco County (VS) (BU 826548) 9 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle gdkeller FAX.(919)661-6350 Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face ft ftz ftz fig ftz lb C 0.000 0.000 50.324 0.000 278 Tll 60.00-40.00 A 0.000 0.000 84.538 0.000 438 B 0.000 0.000 95.142 0.000 479 C 0.000 0.000 100.648 0.000 556 T12 40.00-30.00 A 0.000 0.000 42.269 0.000 219 B 0.000 0.000 47.571 0.000 240 C 0.000 0.000 50.324 0.000 278 T13 30.00-20.00 A 0.000 0.000 42.269 0.000 219 B 0.000 0.000 47.571 0.000 240 C 0.000 0.000 50.324 0.000 278 T14 20.00-0.00 A 0.000 0.000 84.538 0.000 438 B 0.000 0.000 95.142 0.000 479 C 0.000 0.000 100.648 0.000 556 Feed Line Center of Pressure Section Elevation CPX CPZ CPX CPZ Ice Ice ft in in in in T1 190.00-180.00 3.4183 6.8617 3.4162 6.8554 T2 180.00-160.00 4.4472 -5.3245 4.3703 -5.2111 T3 160.00-140.00 -1.0750 -8.9576 -1.0351 -8.6305 T4 140.00-120.00 -6.3162 -9.2749 -6.0552 -8.8740 T5 120.00-113.33 -6.2695 -9.3188 -6.0551 -8.9817 T6 113.33-106.67 -7.2644 -10.6902 -6.9252 -10.1678 T7 106.67-100.00 -7.5028 -11.0597 -7.1491 -10.5136 T8 100.00-80.00 -7.6514 -11.2940 -7.2583 -10.6859 T9 80.00-70.00 -7.5815 -11.3081 -7.2432 -10.7743 T10 70.00-60.00 -8.9032 -13.1382 -8.3781 -12.3276 T11 60.00-40.00 -8.5865 -12.7614 -8.1052 -12.0083 T12 40.00-30.00 -8.4135 -12.6215 -8.0003 -11.9632 T13 30.00-20.00 -9.9662 -14.7679 -9.3129 -13.7530 T14 20.00-0.00 -9.3109 -13.9835 -8.8135 -13.1901 Shielding Factor Ka Toner Feed Line Description Feed Line K. Ka Section Record No. Segment Elev. No Ice Ice Tl 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 189.00 Tl 27 ASU9325TYP01(1-3/5) 180.00- 0.6000 0.6000 189.00 Tl 28 HCS 2.0 Part 3(1-1/2) 180.00- 0.6000 0.6000 189.00 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 WxTower Job Page Pasco County (VS) (BU 826548) 10 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 gdkeller Tower Feed Line Description Feed Line K. Ka Section Record No. Segment Elev. No Ice Ice T2 3 Climbing Ladder(Af) 160.00- 0.6000 0.6000 180.00 T2 12 LDF7-50A(1-5/8") -160.00- 0.6000 0.6000 171.00 T2 13 LDF5-50A(7/8") 160.00- 0.6000 0.6000 171.00 T2 14 ATCB-BO1(5/16") 160.00- 0.6000 0.6000 171.00 T2 15 FB-L98B-002-XXX(3/8) 160.00- 0.0000 0.0000 171.00 T2 16 WR-VG86ST-BRD(3/4) 160.00- 0.0000 0.0000 171.00 T2 17 FB-L98B-002-XXX(3/8) 160.00- 0.6000 0.6000 171.00 T2 18 WR-VG86ST-BRD(3/4) 160.00- 0.6000 0.6000 171.00 T2 19 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 TSZ 999 067/xxxM-8AWG( 140.00- 0.6000 0.6000 1-3/16") 148.00 T3 6 942-98884-1FXXX(1-5/8) 140.00- 0.6000 0.6000 148.00 T3 7 Feed Line Ladder 140.00- 0.6000 0.6000 150.00 T3 8 MLE Hybrid 9Power/18Fiber 140.00- 0.6000 0.6000 RL 2(1 5/8") 160.00 T3 9 LCF158-50JL(1 5/8") 140.00- 0.6000 0.6000 160.00 T3 10 Feed Line Ladder 140.00- 0.6000 0.6000 160.00 T3 12 LDF7-50A(1-5/8") 140.00- 0.6000 0.6000 160.00 T3 13 LDF5-50A(7/8") 140.00- 0.6000 0.6000 160.00 T3 14 ATCB-BO1(5/16") 140.00- 0.6000 0.6000 160.00 T3 15 FB-L98B-002-XXX(3/8) 140.00- 0.0000 0.0000 160.00 T3 16 WR-VG86ST-BRD(3/4) 140.00- 0.0000 0.0000 160.00 T3 17 FB-L98B-002-XXX(3/8) 140.00- 0.6000 0.6000 160.00 T3 18 WR-VG86ST-BRD(3/4) 140.00- 0.6000 0.6000 160.00 T3 19 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 Page WxT,ower Job Pasco County (VS) (BU 826548) 11 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.(919)661-6350 gdkeller Tower Feed Line Description Feed Line K. K. Section Record No. Segment Elev. No Ice Ice T3 28 HCS 2.0 Part 3(1-1/2) 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 140.00 T4 3 Climbing Ladder(Af) 120.00- 0.6000 0.6000 140.00 T4 5 TSZ 999 067/xxxM-8AWG( 120.00- 0.6000 0.6000 1-3/16") 140.00 T4 6 942-98884-1FXXX(1-5/8) 120.00- 0.6000 0.6000 140.00 T4 7 Feed Line Ladder 120.00- 0.6000 0.6000 140.00 T4 8 MLE Hybrid 9Power/18Fiber 120.00- 0.6000 0.6000 RL 2(1 5/8") 140.00 T4 9 LCF158-50JL(1 5/8") 120.00- 0.6000 0.6000 140.00 T4 10 Feed Line Ladder 120.00- 0.6000 0.6000 140.00 T4 12 LDF7-50A(1-5/8") 120.00- 0.6000 0.6000 140.00 T4 13 LDFS-50A(7/8") 120.00- 0.6000 0.6000 140.00 T4 14 ATCB-BO1(5/16") 120.00- 0.6000 0.6000 140.00 T4 15 FB-L98B-002-XXX(3/8) 120.00- 0.0000 0.0000 140.00 T4 16 WR-VG86ST-BRD(3/4) 120.00- 0.0000 0.0000 140.00 T4 17 FB-L98B-002-XXX(3/8) 120.00- 0.6000 0.6000 140.00 T4 18 WR-VG86ST-BRD(3/4) 120.00- 0.6000 0.6000 140.00 T4 19 Feed Line Ladder 120.00- 0.6000 0.6000 140.00 T4 21 LDF7-50A(1-5/8") 120.00- 0.6000 0.6000 140.00 T4 22 Feed Line Ladder 120.00- 0.6000 0.6000 140.00 T4 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 TSZ 999 067/xxxM-8AWG( 113.33- 0.6000 0.6000 1-3/16") 120.00 T5 6 942-98884-1FXXX(1-5/8) 113.33- 0.6000 0.6000 120.00 T5 7 Feed Line Ladder 113.33- 0.6000 0.6000 120.00 T5 8 MLE Hybrid 9Power/18Fiber 113.33- 0.6000 0.6000 RL 2(1 5/8") 120.00 T5 9 LCF158-50JL(1 5/8") 113.33- 0.6000 0.6000 120.00 Job Page WxTower Pasco County (VS) (BU 826548) 12 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle dkeller FAX.(919)661-6350 g Tower Feed Line Description Feed Line K. Ka Section Record No. Se ment Elev. No Ice Ice T5 10 Feed Line Ladder 113.33- 0.6000 0.6000 120.00 T5 12 LDF7-50A(1-5/8") 113.33- 0.6000 0.6000 120.00 T5 13 LDF5-50A(7/8") 113.33- 0.6000 0.6000 120.00 T5 14 ATCB-BO1(5/16") 113.33- 0.6000 0.6000 120.00 T5 15 FB-L98B-002-XXX(3/8) 113.33- 0.0000 0.0000 120.00 T5 16 WR-VG86ST-BRD(3/4) 113.33- 0.0000 0.0000 120.00 T5 17 FB-L98B-002-XXX(3/8) 113.33- 0.6000 0.6000 120.00 T5 18 WR-VG86ST-BRD(3/4) 113.33- 0.6000 0.6000 120.00 T5 19 Feed Line Ladder 113.33- 0.6000 0.6000 120.00 T5 21 LDF7-50A(1-5/8") 113.33- 0.6000 0.6000 120.00 T5 22 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 TSZ 999 067/xxxM-8AWG( 106.67- 0.6000 0.6000 1-3/16") 113.33 T6 6 942-98884-1FXXX(1-5/8) 106.67- 0.6000 0.6000 113.33 T6 7 Feed Line Ladder 106.67- 0.6000 0.6000 113.33 T6 8 MLE Hybrid 9Power/18Fiber 106.67- 0.6000 0.6000 RL 2(1 5/8") 113.33 T6 9 LCF158-50JL(1 5/8") 106.67- 0.6000 0.6000 113.33 T6 10 Feed Line Ladder 106.67- 0.6000 0.6000 113.33 T6 12 LDF7-50A(1-5/8") 106.67- 0.6000 0.6000 113.33 T6 13 LDF5-50A(7/8") 106.67- 0.6000 0.6000 113.33 T6 14 ATCB-BO1(5/16") 106.67- 0.6000 0.6000 113.33 T6 15 FB-L98B-002-XXX(3/8) 106.67- 0.0000 0.0000 113.33 T6 16 WR-VG86ST-BRD(3/4) 106.67- 0.0000 0.0000 113.33 T6 17 FB-L98B-002-XXX(3/8) 106.67- 0.6000 0.6000 113.33 T6 18 WR-VG86ST-BRD(3/4) 106.67- 0.6000 0.6000 113.33 T6 19 Feed Line Ladder 106.67- 0.6000 0.6000 113.33 Page WxTower Pasco County (VS) (BU 826548) 13 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 gdkeller Tower Feed Line Description Feed Line Ka K. Section Record No. Segment Elev. No Ice Ice T6 21 LDF7-50A(1-5/8") 106.67- 0.6000 0.6000 113.33 T6 22 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 113.33 T7 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 TSZ 999 067/xxxM-8AWG( 100.00- 0.6000 0.6000 1-3/16") 106.67 T7 6 942-98884-1FXXX(1-5/8) 100.00- 0.6000 0.6000 106.67 T7 7 Feed Line Ladder 100.00- 0.6000 0.6000 106.67 T7 8 MLE Hybrid 9Power/18Fiber 100.00- 0.6000 0.6000 RL 2(1 5/8") 106.67 T7 9 LCF158-50JL(1 5/8") 100.00- 0.6000 0.6000 106.67 T7 10 Feed Line Ladder 100.00- 0.6000 0.6000 106.67 77 12 LDF7-50A(1-5/8") 100.00- 0.6000 0.6000 106.67 T7 13 LDFS-50A(7/8") 100.00- 0.6000 0.6000 106.67 T7 14 ATCB-BO1(5/16") 100.00- 0.6000 0.6000 106.67 T7 15 FB-L98B-002-XXX(3/8) 100.00- 0.0000 0.0000 106.67 T7 16 WR-VG86ST-BRD(3/4) 100.00- 0.0000 0.0000 106.67 T7 17 FB-L98B-002-XXX(3/8) 100.00- 0.6000 0.6000 106.67 T7 18 WR-VG86ST-BRD(3/4) 100.00- 0.6000 0.6000 106.67 T7 19 Feed Line Ladder 100.00- 0.6000 0.6000 106.67 T7 21 LDF7-50A(1-5/8") 100.00- 0.6000 0.6000 106.67 T7 22 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 TSZ 999 067/xxxM-8AWG( 80.00-100.00 0.6000 0.6000 1-3/16") T8 6 942-98884-IFXXX(1-5/8) 80.00-100.00 0.6000 0.6000 T8 7 Feed Line Ladder 80.00-100.00 0.6000 0.6000 Job Page WxT over Pasco County (VS) (BU 826548) 14 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37-08/11/20 326 Tryon Road Raleigh,NC27603 Client Designed b Phone:(919)661-6351 Crown Castle g Y FAX:(919)661-6350 1 gdkeller Tower Feed Line Description Feed Line K. Ka Section Record No. Segment Elev. No Ice Ice T8 8 MLE Hybrid 9Power/18Fiber 80.00-100.00 0.6000 0.6000 RL 2(1 5/8") T8 9 LCF158-50JL(1 5/8") 80.00-100.00 0.6000 0.6000 T8 10 Feed Line Ladder 80.00-100.00 0.6000 0.6000 T8 12 LDF7-50A(1-5/8") 80.00-100.00 0.6000 0.6000 T8 13 LDF5-50A(7/8") 80.00-100.00 0.6000 0.6000 T8 14 ATCB-BOl(5/16") 80.00-100.00 0.6000 0.6000 T8 15 FB-L98B-002-XXX(3/8) 80.00-100.00 0.0000 0.0000 T8 16 WR-VG86ST-BRD(3/4) 80.00-100.00 0.0000 0.0000 T8 17 FB-L98B-002-XXX(3/8) 80.00-100.00 0.6000 0.6000 T8 18 WR-VG86ST-BRD(3/4) 80.00-100.00 0.6000 0.6000 T8 19 Feed Line Ladder 80.00-100.00 0.6000 0.6000 T8 21 LDF7-50A(1-5/8") 80.00-100.00 0.6000 0.6000 T8 22 Feed Line Ladder 80.00-100.00 0.6000 0.6000 T8 26 LDF7-50A(1-5/8") 80.00-100.00 0.6000 0.6000 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 TSZ 999 067/xxxM-8AWG( 70.00-80.00 0.6000 0.6000 1-3/16") T9 6 942-98884-1FXXX(1-5/8) 70.00-80.00 0.6000 0.6000 T9 7 Feed Line Ladder 70.00-80.00 0.6000 0.6000 T9 8 MLE Hybrid 9Power/10iber 70.00-80.00 0.6000 0.6000 RL 2(1 5/8") T9 9 LCF158-50JL(1 5/8") 70.00-80.00 0.6000 0.6000 T9 10 Feed Line Ladder 70.00-80.00 0.6000 0.6000 T9 12 LDF7-50A(1-5/8") 70.00-80.00 0.6000 0.6000 T9 13 LDF5-50A(7/8") 70.00-80.00 0.6000 0.6000 T9 14 ATCB-BOl(5/16") 70.00-80.00 0.6000 0.6000 T9 15 FB-L98B-002-XXX(3/8) 70.00-80.00 0.0000 0.0000 T9 16 WR-VG86ST-BRD(3/4) 70.00-80.00 0.0000 0.0000 T9 17 FB-L98B-002-XXX(3/8) 70.00-80.00 0.6000 0.6000 T9 18 WR-VG86ST-BRD(3/4) 70.00-80.00 0.6000 0.6000 T9 19 Feed Line Ladder 70.00-80.00 0.6000 0.6000 T9 21 LDF7-50A(1-5/8") 70.00-86.00 0.6000 0.6000 T9 22 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 TSZ 999 067/xxxM-8AWG( 60.00-70.00 0.6000 0.6000 1-3/16") T10 6 942-98884-1FXXX(1-5/8) 60.00-70.00 0.6000 0.6000 T10 7 Feed Line Ladder 60.00-70.00 0.6000 0.6000 T10 8 MLE Hybrid 9Power/18Fiber 60.00-70.00 0.6000 0.6000 RL 2(1 5/8") T10 9 LCF158-50JL(1 5/8") 60.00-70.00 0.6000 0.6000 T10 10 Feed Line Ladder 60.00-76.00 0.6000 0.6000 T10 12 LDF7-50A(1-5/8") 60.00-70.00 0.6000 0.6000 T10 13 LDF5-SOA(7/8") 60.00-70.00 0.6000 0.6000 T10 14 ATCB-BO1(5/16") 60.00-70.00 0.6000 0.6000 T10 15 FB-L98B-002-XXX(3/8) 60.00-70.00 0.0000 0.0000 T10 16 WR-VG86ST-BRD(3/4) 60.00-70.00 0.0000 0.0000 T10 17 FB-L98B-002-XXX(3/8) 60.00-70.00 0.6000 0.6000 T10 18 WR-VG86ST-BRD(3/4) 60.00-70.00 0.6000 0.6000 T10 19 Feed Line Ladder 60.00-70.00 0.6000 0.6000 T10 21 LDF7-50A(1-5/8") 60.00-70.00 0.6000 0.6000 T10 22 Feed Line Ladder 60.00-70.00 0.6000 0.6000 Page WxTower Job Pasco County (VS) (BU 826548) 15 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 gdkeller Tower Feed Line Description Feed Line Ka K. Section Record No. Segment Elev. No Ice Ice 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 T11 2 Safety Line 3/8 40.00-60.00 0.6000 0.6000 T11 3 Climbing Ladder(Af) 40.00-60.00 0.6000 0.6000 T11 5 TSZ 999 067/xxxM-8AWG( 40.00-60.00 0.6000 0.6000 1-3/16") Tl l 6 942-98884-1FXXX(1-5/8) 40.00-60.00 0.6000 0.6000 Tl l 7 Feed Line Ladder 40.00-60.00 0.6000 0.6000 Tl l 8 MLE Hybrid 9Power/18Fiber 40.00-60.00 0.6000 0.6000 RL 2(1 5/8") Tl l 9 LCF158-50JL(1 5/8") 40.00-60.00 0.6000 0.6000 T11 10 Feed Line Ladder 40.00-60.00 0.6000 0.6000 Tl l 12 LDF7-50A(1-5/8") 40.00-60.00 0.6000 0.6000 T11 13 LDF5-50A(7/8") 40.00-60.00 0.6000 0.6000 T11 14 ATCB-BO1(5/16") 40.00-60.00 0.6000 0.6000 T11 15 FB-L98B-002-XXX(3/8) 40.00-60.00 0.0000 0.0000 T11 16 WR-VG86ST-BRD(3/4) 40.00-60.00 0.0000 0.0000 Tl1 17 FB-L98B-002-XXX(3/8) 40.00-60.00 0.6000 0.6000 T11 18 WR-VG86ST-BRD(3/4) 40.00-60.00 0.6000 0.6000 T11 19 Feed Line Ladder 40.00-60.00 0.6000 0.6000 T11 21 LDF7-50A(1-5/8") 40.00-60.00 0.6000 0.6000 T11 22 Feed Line Ladder 40.00-60.00 0.6000 0.6000 T11 26 LDF7-50A(1-5/8") 40.00-60.00 0.6000 0.6000 T11 27 ASU9325TYP01(1-3/5) 40.00-60.06 0.6000 0.6000 T11 28 HCS 2.0 Part 3(1-1/2) 40.00-60.00 0.6000 0.6000 T11 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 TSZ 999 067/xxxM-8AWG( 30.00-40.00 0.6000 0.6000 1-3/16") T12 6 942-98884-1FXXX(1-5/8) 30.00-40.00 0.6000 0.6000 T12 7 Feed Line Ladder 30.00-40.00 0.6000 0.6000 T12 8 MLE Hybrid 9Power/18Fiber 30.00-40.00 0.6000 0.6000 RL 2(1 5/8") T12 9 LCF158-50JL(1 5/8") 30.00-40.00 0.6000 0.6000 T12 10 Feed Line Ladder 30.00-40.00 0.6000 0.6000 T12 12 LDF7-50A(1-5/8") 30.00-40.00 0.6000 0.6000 T12 13 LDF5-50A(7/8") 30.00-40.00 0.6000 0.6000 T12 14 ATCB-BOl(5/16") 30.00-40.00 0.6000 0.6000 T12 15 FB-L98B-002-XXX(3/8) 30.00-40.00 0.0000 0.0000 T12 16 WR-VG86ST-BRD(3/4) 30.00-40.00 0.0000 0.0000 T12 17 FB-L98B-002-XXX(3/8) 30.00-40.00 0.6000 0.6000 T12 18 WR-VG86ST-BRD(3/4) 30.00-40.00 0.6000 0.6000 T12 19 Feed Line Ladder 30.00-40.00 0.6000 0.6000 T12 21 LDF7-50A(1-5/8") 30.00-40.00 0.6000 0.6000 T12 22 Feed Line Ladder 30.00-40.00 0.6000 0.6000 T12 26 LDF7-50A(1-5/8") 30.00-40.00 0.6000 0.6000 T12 27 ASU9325TYP01(1-3/5) 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 TSZ 999 067/xxxM-8AWG( 20.00-30.00 0.6000 0.6000 1-3/16") T13 6 942-98884-1FXXX(1-5/8) 20.00-30.00 0.6000 0.6000 T13 7 Feed Line Ladder 20.00-30.00 0.6000 0.6000 T13 8 MLE Hybrid 9Power/18Fiber 20.00-30.00 0.6000 0.6000 RL 2(1 518") T13 9 LCF158-50JL(1 5/8") 20.00-30.00 0.6000 0.6000 T13 10 Feed Line Ladder 20.00-30.00 0.6000 0.6000 �xT()w8r Job - Page Pasco County (VS) (BU 826548) 16 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC27603 Client Designed b Phone:(919)661-6351 Crown Castle g y FAX.(919)661-6350 gdkeller Tower Feed Line Description Feed Line K. K. Section Record No. Se ment Elev. No Ice Ice T13 12 LDF7-50A(1-5/8") 20.00-30.00 0.6000 0.6000 T13 13 LDF5-50A(7/8") 20.00-30.00 0.6000 0.6000 T13 14 ATCB-1301(5/16") 20.00-30.00 0.6000 0.6000 T13 15 FB-L98B-002-XXX(3/8) 20.00-30.00 0.0000 0.0000 T13 16 WR-VG86ST-BRD(3/4) 20.00-30.00 0.0000 0.0000 T13 17 FB-L98B-002-XXX(3/8) 20.00-30.00 0.6000 0.6000 T13 18 WR-VG86ST-BRD(3/4) 20.00-36.00 0.6000 0.6000 T13 19 Feed Line Ladder 20.00-30.00 0.6000 0.6000 T13 21 LDF7-50A(1-5/8") 20.00-30.00 0.6000 0.6000 T13 22 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(1-3/5) 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 T13 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 TSZ 999 067/xxxM-8AWG( 0.00-20.00 0.6000 0.6000 1-3/16") T14 6 942-98884-1FXXX(1-5/8) 0.00-20.00 0.6000 0.6000 T14 7 Feed Line Ladder 0.00-20.00 0.6000 0.6000 T14 8 MLE Hybrid 9Power/18Fiber 0.00-20.00 0.6000 0.6000 RL 2(1 5/8") T14 9 LCF158-50JL(1 5/8") 0.00-20.00 0.6000 0.6000 T14 10 Feed Line Ladder 0.00-20.00 0.6000 0.6000 T14 12 LDF7-50A(1-5/8") 0.00-20.00 0.6000 0.6000 T14 13 LDF5-50A(7/8") 0.00-20.00 0.6000 0.6000 T14 14 ATCB-1301(5/16") 0.00-20.00 0.6000 0.6000 T14 15 FB-L98B-002-XXX(3/8) 0.00-20.00 0.0000 0.0000 T14 16 WR-VG86ST-BRD(3/4) 0.00-20.00 0.0000 0.0000 T14 17 FB-L98B-002-XXX(3/8) 0.00-20.00 0.6000 0.6000 T14 18 WR-VG86ST-BRD(3/4) 0.00-20.00 0.6000 0.6000 T14 19 Feed Line Ladder 0.00-20.00 0.6000 0.6000 T14 21 LDF7-50A(1-5/8") 0.00-20.00 0.6000 0.6000 T14 22 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 CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft ft1 ft, I6 ft ft **189** FFHH-65C-R3_T-MOBILE A From Leg 4.00 0.0000 189.00 No Ice 12.97 6.20 160 w/Mount Pipe 0.00 0.00 (2) B From Leg 4.00 0.0000 189.00 No Ice 12.97 6.20 160 FFHH-65C-R3 T-MOBILE 0.00 w/Mount Pipe 0.00 Page tnxTower Job Pasco County (VS) (BU 826548) 17 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20, 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.(919)661-6350 gdkeller Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 ft ft2 ft, lb ft ft FFHH-65C-R3_T-MOBILE C From Leg 4.00 0.0000 189.00 No Ice 12.97 6.20 160 w/Mount Pipe 0.00 0.00 AEHC w/Mount Pipe A From Leg 4.00 0.0000 189.00 No Ice 7.60 4.29 134 0.00 0.00 AEHC w/Mount Pipe B From Leg 4.00 0.0000 189.00 No Ice 7.60 4.29 134 0.00 0.00 AEHC w/Mount Pipe C From Leg 4.00 0.0000 189.00 No Ice 7.60 4.29 134 0.00 0.00 (4)AHLOA_T-MOBILE A From Leg 4.00 0.0000 189.00 No Ice 2.86 1.85 84 0.00 0.00 (4)AHFIG A From Leg 4.00 0.0000 189.00 No Ice 3.08 1.40 79 0.00 0.00 RNSDC-7771-PF-48 A From Leg 4.00 0.0000 189.00 No Ice 3.18 1.20 20 0.00 0.00 (2)HCS 2.0 A From Leg 4.00 0.0000 189.00 No Ice 0.94 0.70 1 0.00 0.00 Site Pro 1 VFA12-HD A From Leg 2.00 0.0000 189.00 No Ice 13.20 9.20 658 0.00 0.00 Site Pro 1 VFA12-HD B From Leg 2.00 0.0000 189.00 No Ice 13.20 9.20 658 0.00 0.00 Site Pro 1 VFA12-1-ID C From Leg 2.00 0.0000 189.00 No Ice 13.20 9.20 658 0.00 0.00 **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 SBJAH4-1D65B-DL w/ A From Leg 4.00 -60.0000 171.00 No Ice 5.51 4.38 91 Mount Pipe -2.00 4.00 SBJAH4-1D65B-DL w/ B From Leg 4.00 -60.0000 171.00 No Ice 5.51 4.38 91 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 tnxTowEr Job Page Pasco County (VS) (BU 826548) 18 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle dkeller FAX:(919)661-6350 g Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft ft2 ft2 1b ft ft 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 (2)DC2-48-60-0-9E A From Leg 4.00 -66.0000 171.00 No Ice 0.99 0.60 16 -4.00 4.00 (3)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 DC2-48-60-0-9E C From Leg 4.00 -60.0000 171.00 No Ice 0.99 0.60 16 -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 A From Leg 4.00 -60.0000 171.00 No Ice 1.14 1.14 26 -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 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 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 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 RRUS 4478 B14_CCIV2 A From Leg 4.00 -60.0000 171.00 No Ice 2.02 1.25 59 -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 Page tnxTower Job Pasco County (VS) (BU 826548) 19 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.(919)661-6350 gdkeller Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 ft ft2 ft, lb ft ft 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 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 (2)2.9"Dia.x 8'Pipe A From Leg 4.00 0.0000 171.00 No Ice 2.28 2.28 46 4.00 0.00 (2)2.9"Dia.x 8'Pipe B From Leg 4.00 0.0000 171.00 No Ice 2.28 2.28 46 4.00 0.00 (2)2.9"Dia.x 8'Pipe C From Leg 4.00 0.0000 171.00 No Ice 2.28- 2.28 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 1/2xl/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 1/2xl/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 1/2xl/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 503-31 C None 0.0000 171.00 No Ice 30.43 30.43 1691 **160** (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 RRUS 32 B2 A From Leg 4.00 -60.0000 160.00 No Ice 2.73 1.67 53 -7.00 0.00 RRUS 32 B2 B From Leg 4.00 0.0000 160.00 No Ice 2.73 1.67 53 -7.00 0.00 RRUS 32 B2 C From Leg 4.00 -40.0000 160.00 No Ice 2.73 1.67 53 -7.00 0.00 tnxTower Job Page j Pasco County (VS) (BU 826548) 20 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 gdkeller Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft ft2 ftz lb ft ft RRUS 4449 B5/B12 A From Leg 4.00 -60.0000 160.00 No Ice 1.97 1.41 71 -3.00 0.00 RRUS 4449 B5/B12 B From Leg 4.00 0.0000 160.00 No Ice 1.97 1.41 71 -3.00 0.00 RRUS 4449 135/1312 C From Leg 4.00 -40.0000 160.00 No Ice 1.97 1.41 71 -3.00 0.00 RVZDC-6627-PF-48 A From Leg 4.00 -60.0000 160.00 No Ice 3.79 2.51 32 3.00 0.00 RRFDC-3315-PF-48 A From Leg 4.00 -60.0000 160.00 No Ice 3.36 2.19 21 3.00 0.00 RRUS 32 B66 A From Leg 4.00 -60.0000 160.00 No Ice 2.74 1.67 53 3.00 0.00 RRUS 32 B66 B From Leg 4.00 0.0000 160.00 No Ice 2.74 1.67 53 3.00 0.00 RRUS 32 B66 C From Leg 4.00 -40.0000 160.00 No Ice 2.74 1.67 53 3.00 1 0.00 KRY901369_CCIV2 A From Leg 4.00 -60.0000 160.00 No Ice 1.16 0.77 23 7.00 0.00 KRY901369_CCIV2 B From Leg 4.00 0.0000 160.00 No Ice 1.16 0.77 23 7.00 0.00 KRY901369_CCIV2 C From Leg 4.00 -40.0000 160.00 No Ice 1.16 0.77 23 7.00 0.00 (2)2.4"Dia.x 6-ft A From Leg 4.00 0.0000 160.00 No Ice 1.43 1.43 22 3.00 0.00 (2)2.4"Dia.x 6-ft B From Leg 4.00 0.0000 160.00 No Ice 1.43 1.43 22 3.00 0.00 (2)2.4"Dia.x 6-ft C From Leg 4.00 0.0000 160.00 No Ice 1.43 1.43 22 3.00 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** APXVERR18-C w/Mount A From Leg 4.00 0.0000 148.00 No Ice 4.60 4.01 83 Pipe 0.00 1.00 APXVERRI8-C w/Mount B From Leg 4.00 0.0000 148.00 No Ice 4.60 4.01 83 Pipe 0.00 Page WxTvwer Job Pasco County (VS) (BU 826548) 21 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 gdkeller Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ftz ft, lb ft ft 1.00 APXVFRR18-C w/Mount C From Leg 4.00 0.0000 148.00 No Ice 4.60 4.01 83 Pipe -6.00 1.00 AIR 6488 B41 w/Mount Pipe A From Leg 4.00 0.0000 148.00 No Ice 6.20 3.54 127 6.00 1.00 AIR 6488 B41 w/Mount Pipe B From Leg 4.00 0.0000 148.00 No Ice 6.20 3.54 127 6.00 1.00 AIR 6488 B41 w/Mount Pipe C From Leg 4.00 0.0000 148.00 No Ice 6.20 3.54 127 0.00 1.00 RRUS-11 800MHz A From Leg 4.00 0.0000 148.00 No Ice 2.52 1.30 54 0.00 2.00 RRUS-11 800MHz B From Leg 4.00 0.0000 148.00 No Ice 2.52 1.30 54 0.00 2.00 RRUS-11 800MHz C From Leg 4.00 0.0000 148.00 No Ice 2.52 1.30 54 6.00 2.00 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 6.00 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 6.00 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 6.00 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 tnx1 over Job Page Pasco County (VS) (BU 826548) 22 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC27603 Client Designed Phone:(919)661-6351 Crown Castle g y FAX:(919)661-6350 gdkeller Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft ft, ftz lb ft ft 0.00 Site Pro 1 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 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-23-33-00T A From Leg 4.00 -60.0000 140.00 No Ice 3.52 3.52 44 6.00 0.00 HB-X-AW-23-33-00T B From Leg 4.00 -60.0000 140.00 No Ice 3.52 3.52 44 6.00 0.00 BB-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 18.87 18.87 851 ***** 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 4 973 30101 0.032 1.05 Bolt Tension Diagonal A325N 0.5000 2 1513 4996 0.303 1.05 Member Block Shear Top Girt A325N 0.5000 1 594 8836 0.067 1.05 Bolt Shear T2 180 Leg A325N 0.8750 4 .9331 41556 0.225 1.05 Bolt Tension Diagonal A325N . 0.5000 2 3662 5505 0.665 1.05 Member Block Shear Top Girt A325N 0.5000 1 171 8265 0.021 1.05 Member Bearing T3 160 Leg A325N 1.0000 6 14543 54517 0.267 1.05 Bolt Tension Diagonal A325X 0.7500 1 10462 17944 0.583 1.05 Member Block Shear Top Girt A325N 0.7500 1 387 18923 0.020 1.05 Member Bearing T4 140 Leg A325N 1.5000 4 37023 126472 0.293 1.05 Bolt Tension Diagonal A325N 0.6250 2 5869 7697 0.762 1.05 Member Block Shear Top Girt A325N 0.6250 1 2471 13806 0.179 1.05 Bolt Shear T5 120 Diagonal A325N 0.6250 2 6068 7697 0.788 1.05 Member Block Shear Top Girt A325N 0.6250 1 1967 13806 0.142 1.05 Bolt Shear T6 113.333 Diagonal A325N 0.6250 2 6240 7697 0.811 1.05 Member Block Shear T7 106.667 Leg A325N 1.5000 6 34696 126472 0.274 1.05 Bolt Tension Page WxT Tower Job Pasco County (VS) (BU 826548) 23 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle gdkeller FAX.(919)661-6350 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 Diagonal A325X 0.6250 2 6831 15395 0.444 1.05 Member Block Shear T8 100 Leg A325N 1.5000 6 43777 126472 0.346 1.05 Bolt Tension Diagonal A325N 0.7500 2 8257 12506 0.660 1.05 Member Block Shear Top Girt A325N 0.7500 1 3888 18923 0.205 1.05 Member Bearing T9 80 Diagonal A325N 0.6250 2 8016 11623 0.690 1.05 Member Block Shear Top Girt A325N 0.6250 1 3967 13050 0.304 1.05 Member Bearing T10 70 Leg A325N 1.5000 6 53586 126472 0.424 1.05 Bolt Tension Diagonal A325X 0.6250 2 9104 23245 0.392 1.05 Member Block Shear Tll 60 Leg A325N 1.5000 6 63345 126472 0.501 1.05 Bolt Tension Diagonal A325N 0.7500 2 9633 18759 0.513 1.05 Member Block Shear Top Girt A325N 0.7500 1 5530 15769 0.351 1.05 Member Bearing T12 40 Diagonal A325N 0.7500 2 9168 18759 0.489 1.05 Member Block Shear Top Girt A325N 0.7500 1 5237 15769 0.332 1.05 Member Bearing T13 30 Leg A325N 1.5000 6 72887 126472 0.576 1.05 Bolt Tension Diagonal A325X 0.7500 2 10586 33495 0.316 1.05 Gusset Bearing T14 20 Diagonal A325N 0.7500 2 10853 18759 0.579 1.05 Member Block Shear Top Girt A325N 0.7500 1 5678 15769 0.360 1.05 Member Bearing Compression Checks Leg Design Data (Compression) Section Elevation Size L L. Kl/r A P� Ratio No. P„ ft ft ft in' lb lb op� Tl 190-180 Pipe 2.5 STD 10.00 5.00 63.3 1.7040 -7843 53866 0.1461 K=1.00 T2 180-160 PIPE 3.5 STD 20.00 5.00 44.9 2.6795 -47246 96872 0.4881 K=1.00 T3 160-140 Pipe 5 STD 20.02 6.67 42.7 4.2974 -104970 157400 0.6671 K=1.00 T4 140-120 Pipe 8 STD 20.02 6.67 27.3 8.3993 -171821 330771 0.519 1 K=1.00 T5 120-113.333 Pipe 8 STD 6.67 6.67 27.3 8.3993 -194002 330771 0.5871 K=1.00 T6 113.333- Pipe 8 STD 6.67 6.67 27.3 8.3993 -216504 330771 0.655 106.667 K=1.00 T7 106.667-100 Pipe 8 STD 6.67 6.67 27.3 8.3993 -237436 330771 0.718 K=1.00 T8 100-80 Pipe 10 STD(SCH40) 20.02 10.01 32.5 11.9656 -298116 461312 0.6461 K=1.00 T9 80-70 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.9656 -331189 461312 0.718 K=1.00 T10 70-60 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.9656 -363965 461312 0.7891 K=1.00 �Y�aCTQ11�er Job Page Pasco County (VS) (BU 826548) 24 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC 27603 Client Designed b Phone:(919)661-6351 Crown Castle g Y FAX:(919)661-6350 gdke��eC Section Elevation Size L L. Kl/r A P �P Ratio No. P. ft ft ft inz lb lb Op. Tl 1 60-40 Pipe 12 STD 20.02 10.01 27.4 14.5790 -430732 573746 0.7511 K=1.00 T12 40-30 Pipe 12 STD 10.01 10.01 27.4 14.5790 -463810 573746• 0.8081 K=1.00 T13 30-20 Pipe 12 STD 10.01 10.01 27.4 14.5790 -496547 573746 0.865 K=1.00 T14 20-0 Pipe 12 XH 2O.02 10.01 27.7 19.2423 -562693 756510 0.744' K=1.00 I P controls Diagonal Design Data (Compression) Section Elevation Size L L. Kl/r A P OP Ratio No. Pu ft ft ft in' lb lb opu Tl 190-180 L13/4x13/4x3/16 9.43 4.41 146.0 0.6211 -3068 8341 0.368' K=0.95 T2 180-160 L2x2x3/16 9.43 4.35 129.6 0.7150 -7402 12176 0.6081 K=0.98 T3 160-140 2L2 1/2x2 1/2x3/16x3/8 11.52 5.51 85.0 1.8000 -11316 50089 0.226' K=1.00 T4 140-120 L3x3x3/16 12.91 6.00 120.7 1.0900 -11933 21145 0.564' K=1.00 T5 120-113.333 L3x3x3/16 13.39 6.24 124.4 1.0900 -12343 20094 0.614' K=0.99 T6 113.333- L3x3x3/16 13.87 6.49 128.1 1.0900 -12357 19000 0.650' 106.667 K=0.98 T7 106.667-100 2L3x3x3/16xl/2 14.36 6.74 86.0 2.1797 -13983 54897 0.255' K=1.00 T8 100-80 L3 1/20 1/2x1/4 17.41 8.18 136.4 1.6900 -16665 26003 0.6411 K=0.96 T9 80-70 L3 1/20 1/2x1/4 18.10 8.56 141.4 1.6900• -16256 24191 0.672' K=0.96 T10 70-60 2L3 1/20 1/2xl/4xl/2 18.80 8.92 98.0 3.3750 -18515 84780 0.218' K=1.00 T11 60-40 L3 1/20 1/2x3/8 20.23 9.51 155.2 2.4800 -19469 29456 0.661 K=0.93 T12 40-30 L3 1/20 1/2x3/8 20.96 9.88 160.1 2.4800 -18640 27681 0.673 K=0.93 T13 30-20 2L3 1/20 1/2x3/8xl/2 21.69 10.25 114.6 4.9688 -21628 105031 0.2061 K=1.00 T14 20-0 L4x4x3/8 23.19 11.01 156.3 2.8600 -22015 33503 0.6571 K=0.93 P u /op,controls Top Girt Design Data (Compression) Page WxTower Pasco County (VS) (BU 826548) 25 of 27 Tower Engineering Project Date Professionals -TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle gdkeller FAX.(919)661-6350 Section Elevation Size L L KI/r A P op Ratio No. P„ ft ft ft in' lb lb Opn Tl 190-180 L3 1/20 1/20/4 8.00 7.55 130.6 1.6900 -594 28367 0.0211 K=1.00 T2 180-160 L3 1/20 1/2x1/4 8.00 7.46 129.0 1.6900 -141 29084 0.005' K=1.00 T3 160-140 L3 1/2x3 1/2x3/8 8.00 7.27 126.9 2.4800 -220 44069 0.005' K=1.00 T4 140-120 L3 1/20 1/2x3/8 9.67 8.71 152.1 2.4800 -1969 30678 0.064' K=1.00 T5 120-113.333 L4x4x3/8 11.33 10.38 158.0 2.8600 -1671 32793 0.051 ' K=1.00 T8 100-80 L4x4x3/8 13.00 11.83 180.1 2.8600 -3515 25226 0.139' K=1.00 T9 80-70 L5x5x5/16 14.67 13.53 163.3 3.0300 -3711 32519 0.114' K=1.00 T11 60-40 L5x5x5/16 16.33 15.00 181.1 3.0300 -5163 26447 0.195' K=1.00 T12 40-30 L5x5x5/16 18.00 16.67 201.2 3.0300 -4892 21422 0.228 K=1.00 KUR>200(C)-187 T14 20-0 L5x5x5/16 19.67 18.33 221.3 3.0300 -5215 17704 0.295' 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 Pu OPn Ratio No. P. ft ft ft inZ lb lb �Pn Tl 190-180 Pipe 2.5 STD 10.00 5.00 63.3 1.7040 3894 70548 0.055' T2 180-160 PIPE 3.5 STD 20.00 5.00 44.9 2.6795 37326 110933 0.336' T3 160-140 Pipe 5 STD 20.02 6.67 42.7 4.2974 87257 177914 0.490' T4 140-120 Pipe 8 STD 20.02 6.67 27.3 8.3993 148093 347729 0.4261 T5 120-113.333 Pipe 8 STD 6.67 6.67 27.3 8.3993 168336 347729 0.484' T6 113.333- Pipe 8 STD 6.67 6.67 27.3 8.3993 188748 347729 0.543' 106.667 17 106.667-100 Pipe 8 STD 6.67 6.67 27.3 8.3993 208175 347729 0.599, T8 100-80 Pipe 10 STD(SCH40) 20.02 10.01 32.5 11.9656 262659 495377 0.530' T9 80-70 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.9656 292242 495377 0.590' T10 70-60 Pipe 10 STD(SCH40) 10.01 10.01 32.5 11.9656 321515 495377 0.649' T11 60-40 Pipe 12 STD 20.02 10.01 27.4 14.5790 380069 603569 0.630' T12 40-30 Pipe 12 STD 10.01 10.01 27.4 14.5790 408896 603569 0.6771 T13 30-20 Pipe 12 STD 10.01 10.01 27.4 14.5790 437324 603569 0.725' T14 20-0 Pipe 12 XH 2O.02 10.01 27.7 19.2423 493559 796629 0.620' 1 P u /OP.controls Diagonal Design Data (Tension) Job Page WxT over Pasco County (VS) (BU 826548) 26 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC 27603 Client Designed b Phone:(919)661-6351 Crown Castle g y FAX:(919)661-6350 gdkeller Section Elevation Size L L Kbr A P OP. Ratio No. P ft ft ft in !b lb Op Tl 190-180 LI 3/4xl 3/4x3/16 9.43 4.41 102.3 0.3779 3025 16440 0.184' T2 180-160 L2x2x3/16 9.43 4.35 87.9 0.4484 7324 19504 0.3761 T3 160-140 2L21/2x2 1/2x3/16x3/8 11.52 5.51 87.1 1.1039 10462 48020 0.218' T4 140-120 L3x3x3/16 12.91 6.00 79.2 0.7120 11738 30973 0.3791 T5 120-113.333 L3x3x3/16 13.39 6.24 82.3 0.7120 12136 30973 0.392' T6 113.333- L3x3x3/16 13.87 6.49 85.4 0.7120 12480 30973 0.403' 106.667 T7 106.667-100 2L3x3x3/16xl/2 14.36 6.74 88.6 1.4238 13662 61937 0.221 ' T8 100-80 L3 1/2x3 1/2xl/4 17.41 8.18 92.6 1.1034 16513 48000 0.3441 T9 80-70 L3 1/2x3 1/2xl/4 18.10 8.56 96.4 1.1269 16031 49019 0.3271 T10 70-60 2L3 1/2x3 1/2xl/4x1/2 18.80 8.92 100.2 2.2500 18209 97875 0.1861 T11 60-40 L3 1/2x3 1/2x3/8 20.23 9.51 109.3 1.6139 19266 70205 0.274' T12 40-30 L3 1/20 1/2x3/8 20.96 9.88 113.4 1.6139 18336 70205 0.2611 T13 30-20 2L3 1/20 1/2x3/8x1/2 21.69 10.25 117.1 3.2344 21172 140695 0.150' T14 20-0 L4x4x3/8 23.19 11.01 109.6 1.8989 21706 82602 0.2631 1 P u /OP,controls Top Girt Design Data Tension Section Elevation Size L L. Kl/r A P OP Ratio No. P ft ft ft in2 lb lb Opn Tl 190-180 L3 1/2x3 1/2xl/4 8.00 7.55 85.4 1.1503 553 50039 0.011 1 T2 180-160 L3 1/2x3 1/2x1/4 8.00 7.46 84.4 1.1503 171 50039 0.003 1 T3 160-140 L3 1/2x3 1/2x3/8 8.00 7.27 84.5 1.6139 387 70205 0.006' T4 140-120 L3 1/20 1/2x3/8 9.67 8.71 100.3 1.6491 2471 71734 0.034' T5 120-113.333 L4x4x3/8 11.33 10.38 103.6 1.9341 1967 84132 0.023' T8 100-80 L4x4x3/8 13.00 11.83 118.0 1.8989 3888 82602 0.047' T9 80-70 L5x5x5/16 14.67 13.53 105.2 2.0967 3967 91207 0.043' T11 60-40 L5x5x5/16 16.33 15.00 116.7 2.0674 5530 89933 0.061 T12 40-30 L5x5x5/l6 18.00 16.67 129.5 2.0674 5237 89933 0.058' T14 20-0 L5x5x5/16 19.67 18.33 142.2 2.0674 5678 89933 0.0631 1 P. /OP,controls Section Capacity Table Section Elevation Component Size Critical P 0P.11- % Pass No. ft Type Element lb lb Capacity Fail Tl 190-180 Leg Pipe 2.5 STD 3 -7843 56559 13.9 Pass T2 180-160 Leg PIPE 3.5 STD 21 -47246 101716 46.4 Pass T3 160-140 Leg Pipe 5 STD 51 -104970 165270 63.5 Pass T4 140-120 Leg Pipe 8 STD 75 -171821 347310 49.5 Pass T5 120-113.333 Leg Pipe 8 STD 99 -194002 347310 55.9 Pass T6 113.333- Leg Pipe 8 STD 111 -216504 347310 62.3 Pass 106.667 T7 106.667-100 Leg Pipe 8 STD 120 -237436 347310 68.4 Pass T8 100-80 Leg Pipe 10 STD(SCH40) 129 -298116 484378 61.5 Pass T9 80-70 Leg Pipe 10 STD(SCH40) 147 -331189 484378 68.4 Pass T10 70-60 Leg Pipe 10 STD(SCH40) 159 -363965 484378 75.1 Pass T11 60-40 Leg Pipe 12 STD 168 -430732 602433 71.5 Pass T12 40-30 Leg Pipe 12 STD 186 -463810 602433 77.0 Pass Page WxTOw'er Job Pasco County (VS) (BU 826548) 27 of 27 Tower Engineering Project Date Professionals TEP No. 48167.359855 14:48:37 08/11/20 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.(919)661-6350 gdkeller Section Elevation Component Size Critical P Opal- % Pass No. ft Type Element lb lb Capacity Fail T13 30-20 Leg Pipe 12 STD 198 -496547 602433 82.4 Pass T14 20-0 Leg Pipe 12 XH 207 -562693 794335 70.8 Pass Tl 190-180 Diagonal Ll 3/4xl 3/4x3/16 10 -3068 8758 35.0 Pass T2 180-160 Diagonal L2x2x3/16 28 -7402 12785 57.9 Pass 63.3(b) T3 160-140 Diagonal 2L2 1/2x2 1/2x3/16x3/8 58 -11316 52593 21.5 Pass 55.5(b) T4 140-120 Diagonal L3x3x3/16 84 -11933 22202 53.7 Pass 72.6(b) T5 120-113.333 Diagonal L3x3x3/16 108 -12343 21099 58.5 Pass 75.1(b) T6 113.333- Diagonal L3x3x3/16 117 -12357 19950 61.9 Pass 106.667 77.2(b) T7 106.667-100 Diagonal 2L3x3x3/16xl/2 126 -13983 57642 24.3 Pass 42.3(b) T8 100-80 Diagonal L3 1/2x3 1/2xl/4 138 -16665 27303 61.0 Pass 62.9(b) T9 80-70 Diagonal L3 1/2x3 1/2xl/4 156 -16256 25401 64.0 Pass 65.7(b) T10 70-60 Diagonal 21-3 1/2x3 1/2x1/4xl/2 165 -18515 89019 20.8 Pass 37.3(b) T11 60-40 Diagonal L3 1/20 MOM 177 -19469 30929 62.9 Pass T12 40-30 Diagonal L3 1/2x3 1/2x3/8 195 -18640 29065 64.1 Pass T13 30-20 Diagonal 21,3 1/2x3 1/2x3/8xl/2 204 -21628 110283 19.6 Pass 30.1(b) T14 20-0 Diagonal L4x4x3/8 216 -22015 35179 62.6 Pass T1 190-180 Top Girt L3 1/2x3 1/2xl/4 4 -594 29785 2.0 Pass 6.4(b) T2 180-160 Top Girt L3 1/20 1/2x1/4 22 -141 30538 0.5 Pass 2.0(b) T3 160-140 Top Girt L3 1/2x3 1/20/8 54 387 73715 0.5 Pass 1.9(b) T4 140-120 Top Girt L3 1/2x3 MOM 76 -1969 32212 6.1 Pass 17.0(b) T5 120-113.333 Top Girt L4x4x3/8 100 -1671 34432 4.9 Pass 13.6(b) T8 100-80 Top Girt L4x4x3/8 130 -3515 26487 13.3 Pass 19.6(b) T9 80-70 Top Girt L5x5x5/16 148 -3711 34145 10.9 Pass 29.0(b) Tl l 60-40 Top Girt L5x5x5/16 169 -5163 27769 18.6 Pass 33.4(b) T12 40-30 Top Girt L5x5x5/16 187 -4892 22493 21.7 Pass 31.6(b) T14 20-0 Top Girt L5x5x5/16 208 -5215 18589 28.1 Pass 34.3(b) Summary Leg(T13) 82.4 Pass Diagonal 77.2 Pass (T6) Top Girt 34.3 Pass (T14) Bolt Checks 77.2 Pass RATING= 82.4 Pass Program Version 8.0.7.4-5/1 112020 File:C:/Users/gdkeller/Documents/TNX/Pasco County 48167/826548_1877382_LC7.eri August 11,2020 190-ft Self-Supporting Tower Structural Analysis Report CCI BU No 826548 TEP Project Number 48167.359855, Order 485515, Revision 4 Page 9 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 8.0.7.4 (OTHER CONSIDERED EQUIPMENT) (OTHER CONSIDERED EQUIPMENT) (3) 1-3/16'TO 148 FT LEVEL (14) 1-5/8'TO 160 FT LEVEL (1) 1-5/8'TO 148 FT LEVEL LEOC lei 00 40 0 0 0 0 0 00 0 OOOO LEG (OTHER CONSIDERED EQUIPMENT) (OTHER CONSIDERED EQUIPMENT) • Fr LEVEL (3) 3/86 TOO1711 FT LEVEL (6) 1-5/8'TO 140 FT LEVEL • • • 6) 3/4'TO 171 FT LEVEL • 6) 7/8'TO 171 FT LEVEL • • (12) 1-5/8'TO 171 FT LEVEL • • • PROPOSED EQUIPMENT CONFIGURATION) O (2)) 1-1/2'TO 189 FT LEVEL 1)� 1-3/5'TO 189 FT LEVEL O 12) 1-5/8'TO 189 FT LEVEL [� �O LEG B August 11,2020 190-ft Self-Supporting Tower Structural Analysis Report M BU No 826548 TEP Project Number 48167.359855, Order 485515, Revision 4 Page 10 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 8.0.7.4 .E ASCE 7 Hazards Report AMERICM SOCIE(Y OF CML ENOINEBS Address: Standard: ASCE/SEI 7-16 Elevation: 91 ft(NAVD 88) No Address at This Risk Category: II Latitude: 28.248028 Location Soil Class: D- Default(see Longitude: -82.185944 Section 11.4.3) Ica \ -I HERAGNCO Park EPFs •.a •.l �` �� / V � •i ��� Sin Anbnm, frLL9_G� _,� I I' ,3:�~ Sdfe7o br \A ir/ l itr �f i••w$`..7 +"' 4. • ��1 M.. ' _i'G �eK• � _ .. %,._'..i t I fit' ,,,� J^t � i•i]� �e .''..� w 'tom . ___c __ s/_•.,' `-^. " i3 OI _ _ it- 4 .rM..a,; .t+u�lawri r li t' - I - _-itca, Pi,grZcpSpibOl. '1 .... J- •I�# (4✓' J ,�� � �� �1� �s.nw_�Y r=lrommsus 44 .:li t `\I T",`_' �,•..t\1 : l.'� 11 Trailer Park %; ' +y rn� I. M \ .,t `. �• t� ''F9" 7fi rw� 'y -.lG��{ �.H I7e,1a �!-I'I•(•l.'J'' I1 :�i. Wind Results: Wind Speed: 138 Vmph 10-year MRI 79 Vmph 25-year MRI 92 Vmph 50-year MRI 104 Vmph 100-year MRI 114 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4 Date Accessed: Tue Aug 11 2020 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 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability= 0.00143, MRI =700 years). Site is in a hurricane-prone region as defined in ASCE/SEI 7-16 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:/Iasce7hazardtool.online/ Page 1 of 3 Tue Aug 11 2020 A►SCE AMHIIM SOCIETY OF CML ENGINEERS Seismic Site Soil Class: D-Default(see Section 11.4.3) Results: Ss : 0.058 Sp1 0.051 S, 0.032 TL 8 Fa 1.6 PGA : 0.027 F 2.4 PGA M : 0.044 SMS : 0.092 FPGA 1.6 SM, 0.077 le 1 Sps 0.062 C 0.7 Seismic Design Category A MCER Response Spectrum Design Response Spectrum 0.07 -- . - -- - . 0.09 0.06 0.08 0.07 - - 0.05- �- 0.06 0 04 0.05 - i 0.03 0.04 - --. -- I 0.02 ---- -- 0-02- - i 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 Sa(9)vs T(s) Sa(g)vs T(s) R e rticaesp Response Spectrum I e_s n ertical Response Spectrum0-055 0.040 0.050 t 0.035 s _ 0.045 - •y��3s� a••ssi :. 6 j y 0.030 --w®•as�•s�i•a; i 0.040 -- -- - �• i 0.035 �- -- - -•vl• I 1 0-0250-030 - - - - y�: ••r by 0.020 i----- --- - -=•� 0-025- -- -r--- _ .... ---- > >••s•y 0.015 �- - ----_—.__ _— - ----- — �••.�i�i. I 0.020 - -- - - - -� - - - •e� i f � 0.015 0.010 0 0.5 1 0 1.5 2.0 0 0.5 1.0 1.5 2.0 Sa(9)vs T(s) Sa(g)vs T(s) Data Accessed: Tue Aug 11 2020 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2.Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. https://asce7hazardtool.online/ Page 2 of 3 Tue Aug 11 2020 ASCE AMMICAN SOCIETY OF CML ENGINESS Ice Results: Ice Thickness: 0.00 in. Concurrent Temperature: 25 F Gust Speed: 30 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Tue Aug 11 2020 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 500-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. https://asce7hazardtool.online/ Page 3 of 3 Tue Aug 11 2020 Self Support Anchor Rod Capacity CROWN OCCASTLE BU# 82657 48 Site Name Pasco Vounty(VS) Order# 485515 Rev.4 -------- 0 Analysis Considerations TIA-222 Revision H Grout Considered: Yes I'Applied Loads Comp. Uplift 0 Axial Force(kips) 0.00 508.260 O Shear Force(kips) 59.10 53.05 •TIA-222-H Section 15.5 Applied Considered Leg Mod Eccentricity(in) 0.000 --------- O Anchor Rod N.A Shift(in)l 0.000 Total Eccentricity(in) 0.000 "Anchor Rod Eccentricity Applied PropertiesConnection Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) (6)2-1/4"0 bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi) Pu—t=84.71 4)Pn_t=243.75 Stress Rating lar(in):2.625 Vu=8.84 4)Vn=149.1 11.8% Mu=n/a Wn=n/a Pass CCiplate-Version 3.7.1 Analysis Date:8/11/2020 Drilled Pier Foundation CROWN BU#: 826548 � Site Name: Pasco County(VS) CASTLE Order Number:1485515 Rev.4 TIA-222 Revison: H Tower Type: Self Support Andl�sils Aesults Check Limitation Soil Lateral Check Compression Uplift I Apply TIA-222-H Section 15.5: 77 Com . U lift D,,,o(ft from TOC)l 20.76 1 20.76 1N/A Moment ki -ft Soil Safety Factorl 17.91 19.96 Shear Design Options Axial Force (kips 579.8281 508.264 Max Moment(kip-ft)1 826.93 742.34 Check Shear along Depth of Pier: Shear Force(kips) 59.0951 53.05 Rating* 7.1% 1 6.3% 1 Utilize Shear-Friction Methodolo Soil Vertical Check Compression Uplift Go to Soil Calculations for additional inputs Material Properties Skin Friction(kips) 784.61 566.19 Concrete Strength,f'c:l 11 ksi End Bearing(kips) 406.73 - Rebar Strength,F :I 60 ksi Weight of Concrete(kips) 216.30 162.22 Tie Yield Strength,F 60 ksi Total Capacity(kips) 1191.34 728.42 Axial(kips) 796.13 508.26 DesignPier Rebar&Pier o to ions Rating* 63.6% 66.5% Depth 421ft Reinforced Concrete Flexure Compression Uplift Ext.Above Gradel 0.5 ft Embedded Pole Inmrts Critical Depth(ft from TOC)1 21.38 19.17 Pier Section 1 Belled Pier Inputs Critical Moment(kip-ft)1 825.84 736.12 From 0.5'above grade to 42'below grade Critical Moment Capacityl 4461.81 1 2831.63 Pier Diameter 6 ft Rating*1 17.6% 1 24.8% Rebar Quantity 26 Reinforced Concrete Shear Compression Uplift Rebar Size 9 Critical Depth(ft from TOC) 31.79 31.79 Clear Cover to Ties 3 in Critical Shear(kip) 76.32 68.51 Tie Size 4 Critical Shear Capacity 696.23 371.57 Tie Spacing 16 in Rating* 10.4% 17.6% Soil Interaction Rating*1 66.5% Structural Foundation Rating*1 24.8% Soil Profile Groundwater Depth I N/A #of Layers 5 Calculated Calculated Ultimate Skin Ult.Gross To Bottom Thickness Angle of Ultimate Skin p V:ou Yconcrece Cohesion Ultimate Skin Ultimate Skin Friction Comp Bearing SPT Blow Layer (ft) (ft) (ft) (pcf) (pcf) (ksf) FrictionFriction 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 Cohesionless 2 3 12 9 110 150 30 0.000 0.000 0.50 0.35 Cohesionless 3 12 301 181 115 1501 1 251 0.0001 0.0001 1.501 1.051 1 1 Cohesionless 41 301 401 101 1001 1501 0.51 101 0.6891 0.6891 2.001 1.501 1 1 Silt 51 401 421 21 1001 1501 0.51 10 0.7451 0.7451 2.001 1.501 19.181 1 Silt Version 4.0.0