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Home My WebLink About13-14562 CITY OF ZEPHYRHILLS 5335-8TH STREET (si3)�so-oo20 14562 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL Permit#:14562 Issued: 9/25/2013 Address: 38122 HENRY DR Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL. Class of Work: ADD/ALT COMMERCIAL Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 22,680.00 Total Fees: 225.00 Subdivision: CITY OF ZEPHYRHILLS Amount Paid: 225.00 Date Paid: 9/25/2013 Parcel Number: 02-26-21-0080-OOA00-0070 Name: MULTIBAND ENGINEERING &WIRELESS Name: CITY OF ZEPHYRHILLS �e Addr: 2017 CATTLEMEN RD Address: 38122 HENRY DF� CrdLti�� SARASOTA FL 34232 ZEPHYRHILLS, FL. 33542 Phone: (941)378-0080 Lic: Phone: Work Desc: INSTALL MODIFICATIONS PER ATTACH PLANS TO CELL TOWER-VERIZON 5. R � � � .� �� lC � � q�� FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra inspection trips are necessary due to any one of the following reasons: a)wrong address b)condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site t) plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before reconling your notice of commencement." Complete Plans,Specifications and Must Accompany Application.All woNc shall be pertormed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFORE C.O. C TRACTORS SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Multiband Engineering and Wireless, Southeast, Inc. 2017 Cattlemen Road, Sarasota, FL 34232 ^I � Office: 941-378-0080 Fax: 941-378-0811 ' M n � u www.multibandusa.com NASDAQ: MBND City of Zephyrhills Building Department September 25, 2013 5335 8`h Street Zehpyrhills, FL 33542 RE: Power of Attorney I hereby name and appoint Jimmy Turner to be my lawful Attorney-in-Fact to act for me and apply to • the City of Zephyrhills Building Department for permits and to sign my name and do all things necessary to this appointment. --- Signed: �—� A hony W. Ankersmit, President Florida License#CGC1517870 Acknowledge: Sworn to and subscribed before me this �� day of �A.D., 2013, by Anthonv W. Ankersmit, who is personally known to me. l��y�l�, �irYt.� . Notary Public, tate of Florid� My Commission Expires: ,•y�fq",� VIIFJ�DY(�OAIFZ � . :? MY OOMMISSION�EE 138467 '��'�� Bonded ITIw NM PubAc U��nderwrilRrs "�i�;:�.• gr � sis-�ao-oozo City of Zephyrhills Permit Application Fax-813-780-00 ` 82653£S �iODS Building Department �j 2�� Date Received � "' phone Contact for Permittin 813 342 3874 Owner's Name Crown Castle Owner Phone Number 813-342-3874 oWners nddress 4511 N.Himes Ave Ste 210,Tampa,FL 33614 Owner Phone Number �� Fee Simple Titleholder Name CITY OF ZEPHYRHILLS Owner Phone Number �� Fee Simple Titleholder Address 5335 8TH ST ZEPHYRHILLS FL 33542-4312 � JOBADDRESS 38122 HENRY DR ZEPHYRHILLS FL 33542 LOT# �� SUBDIVISION TYSON pARCEL ID# 02-26-21-0080-OOA00-0070 � (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONS7R 8 ADD/ALT � SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR x� COMM Q OTHER � TYPE OF CONSTRUCTION Q BLOCK � FRAME � STEEL Q �� DESCRIPTION OF WORK Install Modifications per attached plans to existing cell tower �� BUILDING SIZE SQ FOOTAGE� HEIGHT � QBUILDING $22�680.00 VALUATIONOFTOTALCONSTRUCTION QELECTRICAL $ AMP SERVICE � PROGRESS ENERGY � W.R.E.C. QPLUMBING $ QMECHANICAL $ VALUATION OF MECHANICAI INSTALLATION �Ll�" I 1 " � � -i� �GAS Q ROOFING � SPECIALN � OTHER � �� v / n l I �i'�''�-�-��'tl ! 1 FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO /�} C�� C �G \� �� BUILDER A�Y Multiband Engineering and Wireless Southeast Inc. SIGNATURE '�� REGISTERED Y! N FEE CURREA Y/N Address 2017 Cattleman Rd,Sarasota,FL 34232 License# CGC1517870 � ELECTRICIAN COMPANY � SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# �� PLUMBER COMPANY � SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# �� MECHANICAL COMPANY � SIGNATURE REGISTERED Y/ N FEE CURREI. Y/N Address License# �� OTHER � COMPANY � SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# �� Illlllllllllllllltlllllllllllllllllllllllllllllllllllllllllllllllll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permitfor new construction, Minimum ten(10)working days after submittal dale. Reqwred onsite,Construction Plans,Stormwater Plans w!Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submirial date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. '""'PROPERTY SURVEY required for all NEW construction. Directions: Fill out applicahon completely Owner 8 Contractor sign back of application,notarized If over 52500,a Notice of Commencement is required. (AIC upgrades over 57500) " 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 Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-NOt over Counter if on public roadways..needs ROW NOTICE OF D�D RESTRICTIONS The undersigned understands that this permit may be subject to"de:ed"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 misdeme�or 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�icensing 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 IMPACTAITILITIES IMPACT AND RESOURCE RECOVERY FEES. The undersigr�ed understands that Transportation Impact Fees and Reoourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasoo 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 pertnit issuance. Furthermore,if Pasco County WatedSewer 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�-lomeowner's Protection Guide"prepared by the Florida Department of Agricufture and ConsumerAffairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above desaibed document and promise in good faith to deliver it to the"owner"prior to commencement. CONTR/kCTOR'S10WNER'S AFFIDAVIT i certify that all the information in this application is accurate and that all worlc will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a pennit 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 regula6ons 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 compfance. Such agencies include but are not limited to. - Department of Environmerdal Protection-Cypress Bayheads, Wetland Areas and Environme.ntally Sensifive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Se�awalls,Docks,Navigable Watervvays - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Waste�nr�ter Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestosabatement. - Federal Aviation Authority-Runways. I understand that the following restricbons apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Fbod 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 worlc, plumbing, signs,wells, pools, air conditioning, gas,or other installations not specifically induded in the application. A permit issued shall be constued to be a license to proceed with the work and not as authority to violate,r,ancel,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 issuarice,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 R PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBT IN FNANCI , ONSULT WITH YOUR LENDE OR AN ATTORNEY BEFORE RECORDNG YOUR NOTIC OMMENCE T. FLORIDA JURAT(F.S. 3) OWNER OR AGENT ONTRACTOR Subscribed and s orn to affirmed)before r� is Subscribed and sworn to(or affirmed)before me this a�:ena bY W l�a,VIOL� e�z�rzoi3 by MlYW��yneNMerar�M Who is/are personally known_to me or has/have produced Who is/ar nally known me or has/have produced as identificatio . '� ;�P� Mrco�isswN�se4si Notary Public '0S� EXPIRE : Notary Public C iss�q�,�,{9. Comm ."��_ �ThN Naery PubNc Underwriters `?O�PµvP`B(�; JEANNE LAMBERT N ' N ff{i, �! §etl 8 C 0 Ofl 2 e Notary type printe or stamped ;�, oeF My Comm Expires Jul 31,2016 �°•'.;?�,FF.��'�� Commissio� tt EE 220966 ...—.��. . . City of Zephyrhills BUILDING PLAN REVIEW COMMENTS � , r �a ��.s`��. . �ntr omeowner: ,�� . Date Received: —`'' � � Site: � .� Permit Type: � • ? � �� Approved w/no comments: ~ Approved w/the below comments: ❑ Denied w/the below comments: ❑ � This comment sheet shall be kept with the permit and/or plans. ,s _.�-�°� (�.,, ,,�-r ` _ `1�j Kalvin witze — lans Examiner ate � Contractor and/or Homeownex (Required when comments are present) t • • . ` •� __ �► • SITEID: A-2-G-082-G � � SITE NAME:City of Zephyrhilis 81TE AGREEMENT FOR LAND This Site A��eement For land ("A�reemenC')entered into as of��'��ay of aw�-� . 1997, by and beMreen CITY OF ZEPHYRHILLS,s mun�ipaHly of the State of Fb�ida,wtwse address is 5335 Eighth Street, ZephryhiUs, FL 33540-4312 ("Owne�') and APT TampslO�tando, Inc., a Delaware corporation, whose address is 8410 W. Bryn Mawr, Suite 1100, Chicago, IL 60631-3485("APT"), provides for the granting and leasing of certain propeMy interosta on the foilawi�g tertns: For good and valuable oonsideratb�. the receipt and sufficiency of which is hereby acknowiedped and agreed.the Parties her+eto egree as folbws: 1. PROPERTY. The property in�erests hereby leased and granted by ONmer (individualy and collecctivvely, the"Pr�oject Site")shall indude the foNowing: Real prope�ty comprised of approximabely 2,500 square feet of land('P�emises'); [Xl Non-exdusive�sements roquirod t�rurt, maintain and operabe ub'lity Unes snd cables on and to the Prem�ea;and [Xl Non-exclusive easement acxoss Owners ProPertY (hereinaRer def�ned) for axess, ingress and egress bo the Promises • IN OR UPON THE Owner's neal propeRy("tt►e Owner's Properly"), bcated at 6217 8"'Street, ZephryhiNs, FL 33540,in the County of Pasoo. a�d tagally des�ed on E�A�ibit"A"attacNad here�,which OwnePs Property is subject�o APTs interost M the Project SiEe as set to�th in tlws Apreement The Project Site ia depictied and legaly describ�ed on said Exhibit "B", attac�ed here6o. All improvements made t� the Projed Sibe pursuant � this AgreeFr�ent shali be knovm hereafter as the"APT Faalities'. 2. TERM. The term of thls A�reement shaq be flve (5)and a iraction y�rs,with the first year commenang o�the date APT begms consfiv�tion of the APT Facilities("Commencement Date')and terminating on the 31"day of December following the fifth annual �nive�sary of the Commencement Date (the "Initiaal Tertn"), unless othenNise bertninated as provided in Paragraph 9. APT ahail have the right bo extend the tertn of this Agroement for four(4)successive five(5)year periods(tl�e"Renewai Tertns'�on the same tertns and condidons as set forth herein. This Agreement shall automaticaqy be extended for each suocessNe Renewal Tertn on such same tertns and condidons, unless APT notififies Owner in writing of its inteMion not bo renew prior to commenoement of the succeeding Renewal Temn. 3. RENT. A. For the Inidal Term, APT shall pay �o Owner annuat rent in tl�e amount ("RenY7 in guarberiy payments of on the rat day of January, April, July and October,tcgether wifh any a sales tax. I the ' b pay Rent commenoes or ends on a day other than the first day of the quarber,then Rent shall be pro�on the basis of a ninefy(90)day quarter and shali be delivered within 20 business days from the Commencement Da�. B. For any Renewal Term, APT shatl pay Rent in the amount of Re�t to be paid during the previous term (whether the Initial Tertn or a Renewal Term), increased by an amount equal to a percentage of the Rent to be paid during such provious term, which pen;entage increase shall be oomputed and established �or the eMire cuRent Renewal Tertn at the beginning of each such Renewal Tertn mul�ply�ng the number of years in the previous term(whether the Initial TeRn or Renewal Tertn)times� b . C. Rent shall be paid electronically via electronic wire transfer, direct deposit or othe� paperfess means into a bank account to be designated by Owner. Owne� may from time to 6me, designate another bank a�ccount for the deposit of Rent provided the request is made in writing and received by APT at least sixty (60) days in advance of any Rent payment date. R:1Lega1�MAIL MERGE DOCUMENTS�Basic Package DceumentsVu[M_Conditional SA Land RevE 042397.dce 1 11/i9 , � SITE ID: A-2-G-082-G SITE NAME:City of Zephyrt�ills � 4' USE. The Pfoject Site may bE: used for the purpose of installing, removiny, �+eplacing, maintaining and operating a communicatbns facility, including but not limited to, a 197 foot seif supporting tower, gec�erally in, unde�, on and above tfie Project Si� as show� on Exhibit "B", subject to such modifications and alterations as requi�ed by APT (oollecdvely, the "C.om�riunicadons Facility", which Comnwni�io�s F , shall constitute a pofion of lhe APT Fac�lides), provided that APT shall not be requk�ed� w�t ��^� oocupy the Project Site. Owner shall provlde APT with twenty-tour(24)hou�,seve�(7)day a week,year•around aocess tc the Project Site. APT shall pay all personal property buces assessed against the APT Fac�es and ad valonem ta�ce, s�ssesse� against the Project Sifie, cocrunencing in calendar year 1998 and oondnuing t�aafter!or the Inibial Term of the Lease and any renewals thereof. Owner shall timely pay all real property tauces and assessme�ts against the Ow�ers Prope�ty, but not tl�e �rojed S�te. APT shali not alfaw arry conshuctlon or �•s Hens to be placed on the Project Sibe or Owners Property as a result of its woric on the PreJect Sibe, APT, its age�ts and co�tradors, are hereby granted the tight, at APTs sole co�t and expense� to enter upon the Owner's Property and conduct such studies as APT deems neoessary�o de�rtr�ine fhe project Site's suitability fior APTs irtbartded ase. These studies may inGude surveys, soii t�ts,environme�al evaluadons, radio wave propagation measc�reme�ts, fieW strength tests and such other analyses �d st�es as APT deems necessary or desirable. Owner shaN 000perdte with APT and execxif+e a� doaimenCs req�i+ed to pem�it APTs intended use of the Project Site in oompliance with zoning, land use.bu�di�g and any otl�er app�cab{s�egulaiions, whether locei, state or federal in �ature. Owner hereby appoints APT as iCs age�t and at�omey-in-fact for tl�e limited pu�pose of making such fiqngs a�d taking such acdons as a�e neoessary 1c��btain any desired zoning,land use approvals,building pem�iis arM/or any other appGcable permits a�d apprutials. 5. UTIU7TES. Payment(or electric service and for tetepho�e or dher ooarnur�icaAion servioes 10 the APT Faalides shaq be APTs respon�ity. Owner agrees to cooperate with APT in �s eff�s to camnec� the APT Faalides to exissting ud'lity service at APTs expense. 6. REMOVAL OF APT FACIUTfES. All personal propeny and trade fnctures of APT shaa be removed by APT upon the tem�inatbn of this Agreement V1fit�in thirly(30)days of the e�on or�1'ier tertnic�ation of this Agreement, APT shall nebum tlie Projed Site to the oondidon existing at the tkne of this AQreemeM's execwtion, reasonable wea�and tex a�d bss by casualty, oondemna6on ancf other causes beyond APTs oontrol exc�pted. Notwithstanding the fo�going, upon expira�on or earlier tertninada�of this Agreement�APT shall not be required to remove any fbundati�on more than two(2)feet bebw grade level. 7. INSURANCE. APT sMaN maintain comme�c;ial general liability�su�oe�sttring APT a�gainst lisbii�ity for bodily in�ry, death or da��e bo personal prope�ty arisa�g cut of use of the Project Site by APT, wiih combined single Gmits of Owner shaN main�cortrr�da!generel liability insuranoe insu��g Owner against Rab�ity for bod�y► injury. death o�dan�age�o pe�sonai property arising out of its ownership, use and of the Site and Owners by Owner and Owr�e�'s agents, with combined single qmits of • �►Y P�Y �ired bo be obtained by any party heret�pursuant bo tltis Paragraph shall co�tain a waiver of subrogatan In favor of tl�e other party hereto, to the extent required under Paragraph 10, indem�ity. 8. COND/T/ON OF PROPERTY. Owner represents that the Owners Ptnpe�ty and all improvements thereto, a�e in oomptiance with all building, kfe/safety, and othe� laws, ordinances, n�les and regulations of any govemmental o�quasi-govemme�t authority. 9. TERM1NATiON. This Agreemerrt may be ierminated by APT at any time, in its sole discretion, by giving written notice thereof to Ow�er not less than 30 days prior to the Commencement Oate. Further,fhis Agreement may be terminated by APT immediatety, at a�y 6me, upon giving written notice to Owne�, if: (a) APT canswt obtain all govemmental certificates, permits, tice�ses or oiher approvals (collectively, "ApprovaC') required andlor any easements requi�ed fiom any third party;or(b)any Approval is canceled,terminated,expires or tapses;or(c)Owner fails to deliver any non�isturbance agreement or subordination agreement required by APT;or(d)Owne�breaches a rep�esentation or warranty contained in this Agreert�ent; or(e) Owne�fails to have proper ownership of the Owners Property and/or the Project Site and/or authority to enter into this Agreement; or(fl APT determines that the Owners R:�L,ega(VvtA[[.MERGE DOCUMENTS\Basic Packaee DocumentsuvtM Conditional SA L,and Revl 042397.doc � 2 1 1l21 , , — — ' SITE ID: A-2-G-082-G � ' SITE NAME: City of Zephyrt�ills Property contains substenc�es of the type describecl in Section 11 of this Agreemer� or(9)APT detem�ines that the Project Site is not appropriate fw its ePerabons for eoonomic, environme�i or bechnological reasons, or(h) Owner fails to provide to APT c�mplete and comect oopies of any ground lease or other document pursuant t�which Owner holds tltle to tl�e Owners Properly. Such termination shall not constitute a waiver of APTs rights under Paragraph 15 of this Aaroement 10. INDEMNlT1! Owner and APT each indemnify the other against, and hold the other hannless from any and all costs (induding reasonable attomey's fees and expenses) and claims, actions, damages, obligatans, liabilities and liens which arise out of(a)the breach of this Aereement by the indemnif�ring parly; and (b)the use and/or axupancy of the Project Site, or the balanoe of the Owners Property, by such indemnitying party. This indemnity shall not apply tio any daims, ac6ons, damages, obiigati�ons, liabiliti�es and liens arising from any negligent or intentional misconduct of the indemnified party and shall survive the termination of this Agreement. 11. HAIARDOUS SUBSTANCES. Owner represents that Owner has no knowledge of any substance, chemical, or waste on the Ownars Property that is identified as hazardous, toxic w dangerous in any applicable federal, stabe or local law. ordinanoe, rule or regulation ("Hazardous Substances'). Owner shali hold APT harmless from and indemniy APT against any damage, bas, expenae, response oosts, or liability, including oonsultants' fees and any legal and court costs a�d atbomeys' fees resul�ng trom the presence of Hazardous Substances on, under or around the Owners Property or resuldnfl from Hazardous Substanc�s being generated, stored, disposed of, o� transported b�, on, under, or around the Owners Property as long as the Hazardous Substa�ces were not generated, stored, disposed of, or transported by APT or its employees, agents or contractors.The tertns of this paragraph shail survive the expiration o�ea�lier tertnination of this Agreement. 12. CASUALTY/CONDEMNATION. If any portion of tha Owners Property, Projed S'ibe or the APT Facilides is damaged by any casualty and such damage adversely affects APTs use of the Project Site or the APT Facilides,or if a condemning authority takes any portion of the Owners Property and such taking adversely aftects APTs use of the Project Site or the APT Facilities, this Agreement shall tertninate as of the date of the casualry or the date on which title vests in the condemning authorily,as the case may be ff APT gives written notioe of the same witt�in thiAy (30)days afier APT receives notice of such casualty or taking. The parties shall be entitled to make daims in any condemnation proceeding br value of their respective interests in the Project Site(which for APT may include,where appUcable, the value of the APT FaciUdes, moving expenses, prepsid rerrt, and business disbcation and rebcation damages). Sale of all or part of the Project Site to a pur�chaser with the power of eminent domain in the face of the exe�+cise of the power shail be treated as a taking by condemnation. 13. WA/VER OF OWNER'S UEN. To the extent permitted by law, Owner hereby waives any and all lien rights it has or may have, statutory or othervvise, conceming the APT Facilides or any portion thereof which shall be deemed personal property for the pusposes of this Agreement, regardless of whether or not the same is deemed real or personal property under applicable law. 14. QUIET ENJOYMENT. APT, upon payment of the Rent, shail peaceably and quietly have, hoid and enjoy the Project Site. If, as of the date of execution of this Agreement or hereafter, there is any mortgage, or other encumbrance affecting Owners Properly, then Owner agrees to obtain from the holder of such encumbrance a Subordina�on, Non-Disturbance and Attomment Agreement pursuant to the tertns of which APT shall not be disturbed in its poasession, use and enjoyment of the Project Site. Owner shall nat cause ar pertnit any use of Owners Property which interferes with or impairs the quality of the communication services being rendered by APT from the Project Site. Except in cases of emergency, Owner shall not have acxess to the Project Site unless accompanied by APT personnel. 15. DEFAULT. Except as expressly limited herein, Owner and APT shall each have such remedies for the defauft of the other party hereto as may be provided at law or equity following written notice of such default and failure to cure the same within thirty(30)business days. Upon default by Owner and upon written notice to Owner and subject to all applicable cure periods provided to Owner in this Agreement { and if no such notice and cure period is provided, following thirty (30) days written R:U.egal�NiAIL MERGE DOCUMENTS�Basic Package Documents�VlM_Conditional SA Land Revl q42397.doc 3 I 1/19 . , SITE ID: A-2-G-082-G S{TE NAME: Cit�r of Zephyrhilis notice to Owner and opportunihr to cure), in addition to any other rights and remedies available to APT at law or in equity,APT shall be en�ded to cure said defaun and to set-o!f and ofFset any and ail sums, costs, expenses, fees (indudi�g reasonable attomey's fees)and damages incuRed by APT in ef�eCtinp such cure against Rent and any other aums due or thereaRer coming due irom APT to Owner under this Agroement 16. M/SCELLANEOUS. A Owner reprosents and wan�ants that Owner has tull authority to ente�into and sign this Apreement and has good and marketsbie Ude t�the Owners Property. B. APT ropresents and wanants that it is duly authorized b� do business in Fbrids and that the undersigned signatory for APT is fuby sulhorized by APT bo enter inb�this AQroement on behalf of APT. C. This Agreement supersedes all prior discussions, negotiations and agreements between the parties hereto and contains all agroeme�ts and understandings beNveen the Owner and APT regarding the subject ma�er of this Agreement This Agreement may only be amended by a writing signed by both parties. Exhibits"A"through"C"are hereby inoorperated inb this Agreement by re�erence. D. This Agreement may be signed in counterparts by the parties hereto. E. The tertns and conditans of this Apreement shatl extend to and bind the heirs, personal representaWes, suooessors and assigns of Owner and APT. F. The prevailing party in any action or proceeding to enforce the tertns of this Agreement shall be entitled to rec;eive i� reasonable attomeys'fees and other reasonable enfo�ement costs and expenses from the non-prevailing party. G. Simultaneously herewith or on or before the Commencement Date, Owner shall execute and acknowledge and deliver to APT for rec�rding a memorandum of this Agreement("Memorandum") in the foRn of Exhibit "C". Owner hereby grants APT pertnission to insert the effectivve date of this Agreement into the Memorandum after execudon of the Memorandum. H. APT may assign this Agreement ar sublet the Project Site (in whole or in part) at any time and from time to time without Owners consent. No assignmerrt or subletting shall release APT from any of the obliga�ons arising under this Agreement. I. No�c�s shall be in writing and sent by United States Mail, postage prepaid, certified or registered with return receipt requested or by any nafwnally-recognized ovemight courier service to the address set forth beneath the signature of each party below. Any such notice shall be deemed given when deposited in the United States Mail or delivered to such courier service. J. This Agreement shall be construed in accordance with the laws of the State of Florida. K. Each party agrees to fumish to the other,within ten (10)days after request, such truthful estoppel info►mation as the other may reasonably request. L. Owner and APT each represent that they have not been represented by a real estate broker or other agent in this transaction. Each party shall indemnify and hold the other party harmless from any claims for commission, fee or other payment by such broker or any other agent claiming to have represented a party herein. M. Tower shall be free of all material and mechanics liens. N. The parties hereto warrant and represent, each to the other, that the matters of fact contained herein are true and acxurate. R:1Legat�MAIL MERGE DOCUMENTS�Basic Package Documents�MM_Conditional SA Land Revl 042397.doc 4 l 1/19 � � 1 ,1 ' SITE iD: A 2-G-082-G • � SITE NAME: Cily of Zephyrhilla O. RADON GA8: Radon is s natural�y oa:uninp radiosctive gas that, when it hss aocum�sled in a build� in sufRde�t que�►t�ies. msy prosent hsaHh �isks to penons who aro e�sed bo it o��me. Levels of radon that exoeed federal and state �uideines have been �ound M buiklin�s in Florfda. Additlonal irdort�tion regsrdin�redon and rad�test�g may be obtained trom you�oouniy publlc h�Mh un�. P. APT has the ri�ht but not the oblipa�on f�m Wne �o tlmme � pay any taxes, lud�ments, liens, asssssments and/or srry other dtiarpes outsta�d'+�p which aro bvied upon Ow�et or the Owner's PropaKy and whic�are or in the fuburo oould beoome Ilens upon the Owne�'s Prope�ty, in whole or in aml part(indhridu�y and �ec�ivey, •Liens"y. In the e�rent thart APT s�tlstka or Qays ar�y such Lien�, in whole or in part, APT shall havs the right but no duly�o set off and o�sny and�I amouMs so paid a�►st ReM and any�sums pe�►able or ba become paysble purauant to the tertr�of this Agroement('Rent and Otlter Char�Qes'). If APT elac�s 10 set oif or afFse�t the amounts aaid by APT agahst Rent �d Olher Cha�ges. �x�di�Y upon dem�d, Owner shaN roitr�burse APT lior all sums paid by APT which exossd wch Rent and Othsr Charges. In !he avent that APT elec�s n� to aet oif or ol�aet the ama�nts paid by AP'T a�ain� Rent and OtF�er Cha�es. imr►�e�ely uPon dema�.Ownsr shail re�nbtu�e APT tor sY amouM�p�id by APT. APTs�hts Eo sa�sty or pay�sns(in whals or in p��t)and lhen to set ofF and oftset ss described in ihis subPara9reph inch�de tl�e�igM of APT b psy and aet off and oifset any and aN atborney's fess incu�red by APT in oo�neation with rnakin9 such PaYments and/or obtatning such iull or part�l se�ac�lons. Q_ C APT shaN be pern�ed 10 eMer i�� aprssrr�ents wHh third parii�es wharein wch th�d parties are pe�rr�ted�o oo-bcabe on U�e Communicatlons Fac�/y(a`Co-locarion AOreert�snt')• T'he follovv�shall apply with respect bo any Co-bc:stion llpreeme�t enbered irrto by APT: 1. in the event that APT em�ks a tt�d �a b�oo-bcabe o�the Commur�ations Fadlily. APT shaN pa�/�Ownsr of alf amounts ooller.fied as rontvndar the temns of such Co-bcati�on Aproement. These srrwuMs shall be due a�d payable bo Owner within Mronty (20) days aite� such artauMs �e oollsc6ed by APT. Failure b make any such paYment tio Owner shaM be considerod a deia�t under this�reement and ahall eMi�e Owner to the same righ�s as in the event of a defeuR in the payment of Rent 2. No Co-locatbn Agr�aement signed bY APT shaN ex6end beyo�d the Term of this Agreement witfwut the Owne�s pri� writbsn oonsent. which shaN not be unroasonabfy witl�held or delayed. If APT eleCts t�ex6end this Agroement tor one or more Renewal Tem�s, tFten, no Co-ioc�tion Apreement exec�ted by APT shali exEend beyo�d such Tertn, as exbended. In the eve� that APT tern�inates tl�is A�reement p�for 10 tl�e end of eitl�er such period as permittad under the tartns of Paragraph 9,APT shall immediately assign any and aN surviving Co-locati�on Agreements to Owner, which assig�meirt shall be ef�ective as of the terminabion date of thia Agroement R:V.ege11MAIL MERGE DOCUMENT'S�Basic Package Docume.ntslMM Conditiona!SA Land Revl 042397.doc 5 1 lJl9 .� . , SITE!D: A-2-G-082-G SITE NAME: City of Zephyfiills IN WITNES8 YYHEREOF,the parties hereto bind themselves to this Agreement on this �`l�day of_ ��w�*�tn.� . 1997. OWNER �: CITY OF ZEPHYRHILL8,a municipality of tha Stat�of F a !. s�vt.c_ � gy; , P�int � .r /h i Alan 6 ,Cily Counc�i President � Social8ecueity o: rint N X/r.�r� Datr. ��`�' �1� / 1. � .:�, Print Name: H'w Lin�a Boan�Cify Clerk Social8ecurtty No: rintNa : wr.FS • .�✓�i7b Dat�: /l-� �-�'J7 Addnss of Owner. 5335 fighth Street ZephryhiNs, FL 33540-d312 Telephone No.: Facsimile No.: APT W1Gnossos: APT TAMPA/ORLANDO,lNC. 1. ' gy: Print Name: T R. McDo�rell -. /ta: Oirector Engineering and Operations 2. 1.�flQQ C. �'�. and Autho�ized Agent Print Name: �,g si�r.aacl►� c. �(xwE�� [Corporate Seaq Add�ass orAPT: Real Estate Department Date: l.L•/ D . �7 American Portable Telecom, Inc. PO Box 31793 Chicago, IL 60631-0793 W1tl►copy to: APT Tampa/Orlando, Inc. Real Eatate Ma�ager 5907-B Hampton Oaks Pa�icway Tampa, FL 33B10 R:iLegalIMAIL MERGE DOCUMENT'SlBasic Package Documents�N[M_Conditiona!SA Land Revl 042397.doc 6 11/19 � �• SITE 10: A 2-G-082-G SITE NAME:�City of Zephyrt�ills � EXHiBff"A"TO SITE AGREEMENT LEGAL DESCR1PT10N OF THE OWNER'S PROPERTY: (�s awn��u �a x+�Nam+�s►cor�+r of u+�sour++ V2 aF t►��r i/4 �s�rar��, mw�rsrr�o sa�m4 aw�z� o�sr, r��sco oa�str, t� Arrw N asso�rr �.sz�r�c x+��oRrx uE aF t�+E sotm� r/Y oF I�iE SnUtl#1ESr f 4�b�LZJ�f 2. J1�i�SOflIN 25 F�'fT ialt 4 rOM1I OF R�IaIf�M�'tS' � 200 Ab01C�!E�A!I�fR-GF-IIfAY lJbE� f�11IRY DIrV6 11ENLi SY7�11lf 2�iUETT. Tl�S�d50't5' MC 2�tEE'►. 7/EUGf 1lxtlN�00 fEE7�fl��0/M��Z�IMG. ' 1�1YG�!'OItAOM OF N�'f 5i� AS I�a«[FrAT�DOK 4. AICF fp�. P�1S00 t�t�NRr J�RAS. It is agreed by Owner and APT that fhe proper and precfse legal description for the Owners Praperty wi!!be oome�ted, if necessary, and that the com�ct legaf desc►fption may be placed°�b,APT��«�that this Exhibit"A'may be replaced to reNect such proper and precise legal descrtptbn y , R;u„egaM�iAIL MERGE DOCUMENTS�Basic Package DocumentsVNM_Conditional SA Land Rew 1 042397.doc ' 7 (1/19 �«. SITE ID: A-2-G-082-G ' ' StTE NAME: City of Zephyrhills EXHIBIT"B"TO SITE AQREEMENT Page �1 of 2 SKETCH AND DESCRIPT/O!V OF THE PROJECT S/TE: �.em� �c iw�.aF u�o c�c�aE saiaiy�ar sc soa�aW�/s oF sp� A�M 0�1M�It��'!t 615�ll{��IIAK Iid��,ALm�Jr' I��K AA��11�N.'�i�Atf�i0UY11; ��t�IYNG�L�'fAAD!�IAE Arl1�1'OE�a�4/a1IDIL4` !�i A Pi011f��L+a�E11�'Af AE 1�L�fR CF AE S9VBf 1/7 JfI�D COIAR R��Lt AM�N�C�11E�NOIIIIft 1�E OF i��qf !E a�7af?A A��N732 �aaac s��iiot a s isr��a�eEs aowa tnr�ou�R�ue ar�ernr a��t ao� ��a�as�eet t°FO��a ��s�5r�w, A�fOY� ��I�w�Q�'�lLft/H7,'�AGM ��saiz arr�3srr�t t��w w rwrr x �oa�a asz�r�r�o ae.ra�aF sm�w� s�o ma�acr,uec�rowows�sa�r�L+�oR[�u iooES�n wol��r-E�arr�noc�a EtlB�ec w�e�� c»c a�r a�o a�-,iwtf�r�u�Ma�c.�ro amr ad a�-r�v�r 10!E lEFT�'A CE1fR�tliE�f�11��!MR'I�f OF��AS J��011'; iDR A lI�Q OF�� i�E Ai�I�l711R3T 00�OF!7E 3C(fJN i/2 OF AE �iWINfSr 7/��Z '�pt°if i�IQf,I�MA'Li !i fi�7 At90D iti1NfJ�f�.qlFit 0f7iC'F AAf N/t�'t3' A�W�E NOIIAi�E' �i10�Illl f/!�i!E mUJlll�lSfS 1/1��!A 0lCGIIiCF�'i67.S2 fE�AD�M.�llif S a000'�4 A�9A«�OF!3�QI iP!A l�fl i1RJt efS 00��'�l��'It�r��f N l000�'E A faSfiM�aF WO i�T 10 A!�d�� i16iR�F CdY�JF �iAM�OF�i��A�If X b0'm'�"'�A pSAIA�OF{3ia6 i�T 10 A PGMfl�']Ei�W14a1� SAtl AOCf�FitSfIFXf mMqA16 li?J SOINI�f�4 110f�OR 1FSX 1GOEflti!IlqlIWl A IIOIF�E]�1�6�E 19fJfl'61�16Mr Ul�i SEUEN MO dIE-Nlff E�1U:1�fMRICiRAp.P 0�0�tS��t&T OF A�NF�NE foR A 110Nf aF��61�tCf At AE'MORRA1�5f OaY�t�1!E SOYR!1/1 0�AIC�tl�f�/1��,�I�!!ii lGfAl1.AQ6E ZI Fd� AtS�v c06M1'A�l��Aw x N!!'ts'E.u01C!E MoRlN tliE OF iA�mf�y/��RE�Wt� ��f 2 A RfiMl.�OF i6732 �1a��f�W W��1f MRi(LET S�OOtiO'�A OOAYC�GF f.�,lf��6�AYf R lQ�00�� A D6LfIR£a f7N/�i T�i A IONF AF/�fM��Bilff NM N JD'SS+O�E A��3Llf IfET 1D A!'OIYf af 109�O�NBOIY. fAiO UJ�17Y Fi�]FM�1Mp1/f5 705 A7f11�F fttT. IIOBF CW fiS£ NOf93: 1. TM M�trurnsM lbu w/Mrri�is sxh�bH is athahsd end irMo whkh lnsbumsra this sxhlb�t is fuRY inoapor+tod.may,at APTs soM oPdon.be madNlsd endbr an►Nidsd unr�by APT to sstab�h. darily or d�arps fM lo�dari of fhs nonsxdumirs ssssmsnf Ibr udAYly Wnsa and c�6Ms by �sooRNrp an�nsbumsM afpu�sd by APT h tNs pub/Jc rooads of fhs Cour►ty�rr whJd�d►s Owners P�opsry!s ibcatsd, whldi lintbunNnt ibM ast Ib►B►(hs d�tMs o/stxal►nwdMlcaOfon and�br amendmsnt. 2. 1lfotwtfhabndirp anythirp In tl►s insbum�nt whk�tlNs sxNlbit is attechsd[�the oa�bary�APT,at!ts sole qptiort,msY+a►Na�WY rspsce and aubaEri�s Ibr�a ex/Nbk a srwrsy d Mis P1qFseY S+Yie, alwwdnp r�on-sxdualrs saasmsnta kr 6grsas, epreas a�+d uE�llY Nnss snd cablss to asrvios lhs Prqbcx Sde snd�br may unHete�Ny repfsoe and aubstlh�e Aar 6hls axMblt oaubualon drawkps o/fhe APT Fac�lties of ths P�qriCt Ske. 3. Selbadc o/the APT Fac�iNss IFwn the bow�da�es of Owr►ers Property and of M�e P�oject S+�e ahal/be fhs diatanoe ivquired by the aPP�OewrrwnaNN sutho►Mlss 4. WidN►o/ary eoosss road or�prrntsd fa or ussd bY 4PT, sheq bs fhe w�dGh roquirsd by�h1�AP�povbm�nw�ta! a�tlror�Nss,indudfr�yPoNOS arW Aro d�p�r6nsr�ts buf h no evdnt Isss dtan Nltesr►lfrst(1S7 sxoqpt�proh�YrlYed by povsnHnsntd eud►orltles NeHrp�lon over the Owners Propsity,fhe Pioject Site ana6br fhs APT FedG�les. R:1l.egallMAIL MERC3E DOCUMENTS1Basic Package DocumentsV�IM_Conditional SA Land Revl 042397.doc � 8 1 U19 e_ 51TE ID: A-2-G-082-G , � SITE NAME:Cily of Zephyfiills EXHIBIT"B"TO SITE AGREEMENT Page 2 of 2 SKETCN AND DESCRIPTlON OF THE PROJECT SlTE: Legal desaiption of pn�perty to be attached. � � � �� .�. �' �� rr�r�,'• 1 � �� , � � i�i� i i � �r„� • 1 � r- i f.. � i��' .�t" � � i � i � i � � � � r � 1 4 ' � r � �f-x- / ,� �'[ i 1`��' aE ; ----;----- j� �� ; -�. .� �� ` � � ; � �� , ! ��-:.r+. ..� � ; �: ,, � �,.� � t • :'f .--' --- f; -� «. S ",� ddr '�R' . . '/ �L. I�� :.r�air: w� s.clton� rb+e�dltp sr sw� Ra�tr a..e Nores: i Ths datrumsnt[�o whkah tl�is sxh�it Js attadrsd and into whk�r insbument d�ls exhiblt!s/uNy k�oaporated,may,st APTs ads option,be mod�ied snd�r ems�sd urM�ete�AY by APT!o eate6fiah. claAy or chsnqe fhe bcaEion of tl�e nonezdus"ns esssrnsnt Ibr+�ty fines uid cebfss by rsoordWg an drtatrtirrisrK siprad 6Y APT An the public�eoads af fhe County in whkh the Ow►�t�roiperty b bcalsd, whld��r�r�M sha�set I�CrEh fhs d�dls of such modification arld�Or smsndrr�nt y_ Notw�fhstand'wp anylMip tn the h�drtKnent which tltis exhl6lt is attached lo the oonbary,APT,at ks so�e opfion,�ney unNefe�py�eplsoe and aubstituM/or thJs sxhON a awwY of Ehs Wo�sct SJM, a!►ow�nD ran�xduaiw sesements Ibr irg�sss, sq�sss and uWWy lines and cablss to ssMos fhs P►r�Ct S1M and�br mey wWaMraMy rsp/eoe end subaNtute Ibr this axhibit oortshuc�orr Waw�►Qs of the APT Fep7�Eies of ths Prr7ysCt S1M. 3. Sstbecic of ths APT Faa�eti�ss hom the boundaries o/Ownsrs Prvperfy end o/the Prv%ect Site shaN be fhe distanoe reyuired by the ap�ppca6b povsmmenta/euU►ori�lss. 4. Widfh o/eny aocsaa roed or seasmsnt prantsd to or used 6y APT, ahefl be the width rsquiied by tl�e applica6le povemrne�tN auN►orlds8.MdudHp polfos and 1ks dsPerbner+ta 6ut M no evsru bas dren A!lean lbet(i5)excspt K p�ohiblled by yov�mmsMal authorltiss havinp jtaisdkHon ov+sr fhe Ownars Property,Hia P�oject Site end�br the APT FaciNties. R:U..egal�MAIL IKERGE DOCUMENTS�Basic Package DocumentslMM Conditional SA Land Rev 1 042397.doc " 9 11/!9 � , , SITE ID: A-2-G-082-G SITE NAME: City of Zephyrhilis EXHIBIT"C"TO SITE AGREEMENT TH18 lNSTRUMENT PREPARED BY AND RETURN TO: Corporate Lega!Review APT Tampa/Oriando, Inc. 5907-B Hampb�n Oaks Parkway Tampa, FL 33610 MEMORANDUM OF SITE AQREEMENT/LEABE FOR LAND TH13 MEMORANDUM OF SITE AQREEMENTILEASE FOR LAND ( "IN�morandum") is made and entiered into by and between CITY OF ZEPHYRHILLS, a muniapality of the State of Florida, with an address of 5335 Eighth Street as"Owner, and APT Tampa/Oriando, tnc., a Delaware corporation, with an address of 8410 W. Bryn Mawr, Suite 1100, Chicago, IL 60631-3486, "APT. 1. PREMISE$. Owner and APT have entered into a Site Agreement fo�Land dabed as of . 1997(together with any amendments and modifications thereto, the"31te Agro�menY), whereby Owner has leased and APT has hired those certain premises Pasco County, Florida, consisting of, among other things, appro�mabely 2,500 square feet of land, as depicted and legaly desc�ibed on Exhtbit "A" attached hereto and hereby incorpo►ated into this Memorandum and certain easements(the"Proj�;t Sits•). 2. TERM. The inidal term of the Site A�reement shall be a period of flve (5) and a fraction years commencing as of the "Commsncsment Dab," as defined herein below, and terminating on the 31st day of December folbwing the fifth(5th)annual anniversary of the Commencement Date unless otherwise terminated as provided i�the Site Agreement("Initial Term") 3. RENEYYAL OPTIONS. In addidon to the Initial Tertn and on and subject to the terms of the Site Agreement, the Site Aflresment term may be automaticcaliy extended for four (4) oonsecutive periods of five (5) years each. Each such extension shall be known hereinafter as a'Renewal Term." Hereinafter, the Initial Term, together with any and all Renewal Terms, shall be known as the"Term"of the Site Agreement. 4. COMMENCEMENT. The "Commencement Date" is the date on which APT begins construction of the APT Facilities (as defined in the Site Agreement). Accordingly, unless otherwise specifically stated here: . the Commencement Date shall be the date of APTs filing of a Notice of Commencement in the public records of the county in which the Project Site is located. R:�L.ega1�MAIL MERGE DOCUMENTS�Basic Package Documents�N[M_Conditional SA Land Rev 1 042397.doc 10 1 I/l9 � SITE ID: A-2-G-082-G ' � SITE NAME:Cihr of Zephyrhills 5. �EA$E INCORPORATED. Ait of the terms, conditions, provis'wns and oovenants of the S'de Agreement are hereby incorporated herein as if fully set forth in this Memorandum. To the extent that any of the tertns hereof are inconsisUent with the terms of the Site Agreement, the bertns of the Site Agreement shall control. In the event that an inspection of or reference to the full terms, oonditions, provisions or covenents of the Site Apreement is deaired or neceasary,a request for such inspedion should be made bo the Owner at the address set fo�th above, stadng the name and address of the person andlor entltyty requestin�the inspectlon, and setting forth the roason for the inspec�on. The Owner may pem�it or rofuse such inspec�on in its sole and absolute discretion. IN WITNESS WHEREOF, Owner and APT have executed this Memorandum as of the date and yesr set forth belo�w their respective signatures. Si�ned,sealed and delivered OVYNER: in the presence of: ��; CITY OF ZEPHYRHILLS,a munkipality of the State ot Florida 1. BY� Print Name: Alan Brenia, Cit�r Council Presiderrt � Date: Print Name: �, Attest Print Name: Linda Boan,City Clerk �, Date: Print Name: TENANT: ��e��: APT TampalO�lando,lnc.,a Delaware corpora6on 1. BY� Printed Name: Name: Tony R. McDowell Title: Director, Engineering and Operations y, and Authorized Agent Printed Name: (Corporate Seal] Date: R:�1.ega1UNA[L MERGE DOCUMENTS�Basic Package DocumentsV�IM_Conditional SA Land Revl 042397.doc 11 11/19 , . SITE ID: A-2-G-082-G SITE NAME: Cit�r of Zephyrt�ills STATE OF FIORIDA COUNTY OF The foregoin�Memorandum of AQreement was acknowled�ed bef�e me on this day of ��nia, as Clty Counail Pnsichnt ot tl��ity��yrhilis�Florida. He is personaNy known to My oommiasion expires: Notary Pub6c-State of Florlda [Seal1 Commission Number: STATE OF FLORIDA COUNTY OF The foregang Memorandum of Aproement was acknowledgad before me on this day of 199,_, by �inda Boan as City Clerk of the City of Z�phyrhills. Flo�ida. She is personally known to me or has produoed as identHication. My oommission expires: Notary Public-S�e of Fbrida [Seal] Commission Number. STATE OF FLORIDA COUNTY OF The t�egoing instrument was acknowledged be�or+e me on this day of . 1997, by Tony R. McDowNl, as Dinctor, Enginaeriny and Op�ratlons and Authortred Aaent, of APT TampalOriando, Inc., a Delawaro corporation. He is persa�aly known to me or has produoed as identificadon. My commission expires: Notary Public-Stabe of Florida [Seaq Comm9ssion Number: R:U.egalU�tA1L MERGE DOCUMENT'S�Basic Package DocumentsUl�IM_Conditional SA Land Rev 1 042397.doc 12 I 1/I 9 � OR BK 4099 P6 1232 . � . ' ' �— --y 5 of 7 . SITE I�: A-2-G082-G StTE NAME:City of Zephyfiilts AMENDMENT N0.1 TO SITE AGREEMENT FOR LANO This Amendme�t No.t To Site Agreement For Land (°Amendmeni7 is entered into as of the date last sig�ed by all parties hereto, and modifies and amends that Site Agreement for lanc! dated Novembe�24, 1997 a�d fulty-executed on 12/10/97 ("Site Agreement"). by and beiween the Ciry of Zephyrhills ("Owne�'), a�d APT Tampa/O�tando, Inc.,a Oelaware corporation("APT`). NOW, THEREFORE, in co�sideration of the mutual covenants co�tained herein and for other good and valuable consideratlon,the receipt and sufficiency of which is hereby acknowledged and agreed,the parties hereto agree as follows: . 1. Exhibit B to the Site Agreement ls hereby amended and restated as follows: Tiie attached Exhibit B(pages 1 and 2)shall now replace the existing Exhibit B. Except as expressy set forth above. aN provisions of the Site Agreement remai� u�cha�ged and in full fooce and effect. In case of arry inconsistencies between the tertns and conditions contained i� the Site Agreement and the tern;s and co�ditions contained herein, the temis and co�ditions herein shail control. and unless othervvise defined herei�,have the same meaning as in the Site Agreement. IN WITNESS WHEREOF, each of the parties have executed this Amendme�t as of the date below their �espective signatu�s. OWNER N/1 . CIIY of Ze�ahyrhUls BY: Print Name: .L-G _ Print Name: � � �,-� Z_��1�+sc.. '��.,.1� Pri�t Title: C_owvc"�� iP,ez-s�-�-r Date: a-�s-9q Pri�tName:�o,�,8/E o1W6;.LA.�.�� A Attest-=�'-"�-'��.�� — Prirtt Name:1�ue�► �. �� Print Title: C�r„ ��,tx Oate: a.-�s-g4 APT �,y�,�eS• APT Tam rlando, Inc., i. , �.J�-� By: i . !� Pri�t Name: ��r�-*'�— Print Name: .r ir� ,E3•-� W h 2 C. PrintTiNe: b��l�u'�Cwt��r^ti � •f�: Print name: wli►Ck�fCA� C Cs(�tEYZ Date: t�f/��f� �c,�y C�K's c��" � 5 3�5 �`''�- � L- roupslEn ineeringWetwork OperationsWlTA Oper�Site Acquistion�le9a�FiNAL TEMPL/►TEV'Une�dment No.l.doc �9 ` 9 �!!►�Q��,15 t�-? • �� -�„ _ � . Site No.A-2-G-082�i OR $R'4�0►99 P6 1�33 � Site Name:City of Z,ephyr Hills 6of7 REVISED EXE[IBIT wB" Page 1 of 2 '+- � ' �'�.��' r � � i Yf�4�M �.�M .�.�.�. i�NN��•� ; /� � �ora�E /� �owr a�� ti -------.—.�s*rs.r -�-----------� ' �cr wa�v�r � �� . �f �p�� Mt ; N pY/'N��' �Ml�rq � �x ��` � � r.«t t � L,"",�wr 1 YIIPMt KY �t � �r rir �YtJ'OFC Nr � M'MtM �*�Ir � 1 *r« r rr 1 .r i '�G� � L { P� r � « � � 1F, � � ,�,_/G•�` � � �P� � �� t i ! ! r�t �' ..� .!� �� , �,�W � ..�...,.. � , .... �� '' ',``,�' � -r-. �.-� � � � y � � , , - w__ � : � , ... , �..- _ �;; ,.��, ,,.�.. � „ . ...� �... :,�...�. .�. , � _�.. . �=.= � �. :.nr�r. ��. srnnr. is�AO Section 2, Totunsh{p 26 South. Range 2f East. �� 1 IN(' . • . � � D. This A�rcemant may be si�in counterparts by the parties hereto. E. RADON GAS:Radon is a naturaily occurring radioacdve gas that,wh�is 6as acc�umulaud in a bniWing in wfficieet quantities.msY P�eaent health risks to pasona who are exPoaed to it over time. Leveb of radon thet excced fedaral md stsroe gnidelines have been found ia iwildings in Florida. Additiooal informadon ngacd'mg radon tesdng may be obtamed 5om yoar county public h�alth suthority. F. APT ahall pay all pasonal property tmces�against the APT Facilitiaa�md ad valaem taxas asaessad a�We Project Site,c�nnmenciag in cakadar year 1998 a�continuiog tfierafter for the Initial Tenn of the Lea�e md any raeewals tha�eof. 6. UTILlT7ES Pa�+ma�t for elecbric aervice�nd for�ekph�e or otha cammimic�ion xrvices w the APT Fac��ies ahsll be APTs nspooat'bility. Oweer agroes to coopasle wilh AP'I'ie its efforts to com�act the APT Facilitiea to aacia�iog aWity servicx at APTs mc�ae. 1N WITTQESS WFIEREOF,d�e psrties 6ereto bind themselves to this Agreement on the dste aad ypr above last writ�m below. Ow�aer Wit�es�: Clty oiZep�yrhilb �� PrintN e:S'�C F.r/�� 83" � � e N :Alan 2. 'Title:City Pe�asidatt tN �t /�/yrG�qLvN�►�N � . � � _ Add�ws ot r. Print Nam�e: ' Hwn Print 1"rtle:City Claric 5335 Eighth StreCt [Ccxporabe Ses1] Zephyrhilla,FL 33540 Date:f/-�-�-57 Teiep6one No: Facsimile No: • Feda�al ID No.: APT W • APT Tampa/Orbad0.Iac. 1. Print �,an S gY� Name:T cDowell � Titk:Director of En�ieeering and 2. ; Print Name: �� Ope�ioos and Autl�ized Agent for APT Tampe/Otlendo,Inc. STATE OF FLO A COUNTY OF��_ The f in Ag�ment was scknow j�efore me cn the��day of i�_J�Y� 1997 by�,�1��as i � ��of TLe City of?,ephyr�ills,a m�micipality of the Stace of Fla�iid�.He�e is paesonally knoWm�o me ar has pmd�u�ed as identification. co�nmiasioa exp �r�x.r �S-.��• Ncrt�y bl�-Stabe of Fla�ula I�Di11Q�M � Commissiat Numb�: c° CS'�a�.►"t'o I�►l �+►a°n'�� w�rwrr�� sT��oF�r.o courrrY oF I� The fora�m8 A�t waa admowbdged bCfare me an the�day of 1997 by Ttmy McDowell, as Direclar of F.ogioeaing aad Opa�atioos �d Authori�ed t of APT Tampa/Orlmdo, Iac., a Delaw�ne caeporriioa. He is ooatly lut�m to me or has producxd as identification. My commission expires: 1ic-Sta�e of Florlda Number: �� a� sroe� Mr��sns►eooi �ena�a eys«wa�s ,�.�,N�o.v,0�"6�7910 �w�11 U 0lrr LD. �� - • , � �� i ' OR BK 4Q99 P6 1234 7 of 7 REVISED EXHIBIT "B" Page 2 of 2 LEGAL DESCRIPTION OF PROPERTY: PROJECT ARfA . A PA�tCEL OF iAN� �YING iN 7HE SOUTH 1/2 O� THE SOUTHWEST i/4 OF SECTION 2, TOWNSHIP 26 SOUTH. RANGE 21 £AST. PASCO COUNTY. FLORlOA. ALSO 6EING A PORTION OF T1f50N SU80MSION. ACCORDING TO THE MAP OR PIAT AS • RECOROED lN PlA7 BOOK 4� PAGE 109. OF THE PUBIlC RECORDS OF PASCO COUMY� F�ORIOA; SAIO PARCEL OF LANO BEING MORE PARTiCUTARLY OESCRIHEQ AS fOLLOWS; FOR A POINT OF REFERENCE. COMMENCE AT THE NORTHfAST CORNER OF 7HE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 2. TOVYtJSHIP 26 SOUTH. RANGE 2l EAST. PASCO COUMY. FI.ORIOA; THENCE S.88'S0'15"W.. ALONG THE NORTH UNE OF SAIO SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SAlO SECTION 2. A DlSTANCE OF 1796.6 FEET: THENCE S.00'00'00"E.. A DISTANCE OF 19.1 FEET TO A POINT WHICH LIES ALONG SA10 SOUTH RIGHT—OF—WAY UNE; THENCE S.89'18�10"W.. AL�NG SAIO SOUTH RIGHT—OF—WAY UNE. 103.�4 FEET TO A POINT OF BEGINNING;�THENCE S.01'44'49'`W., 80.1 FEET; THENCE 5.53'43'42"W.. 21.6 FEET; THENCE N.88'15'11'1N.. 76.3 FEET; THENCE N.00'00'44'W., 89.3 FEET TO A POIPlT ALONG SIUO SOUTH RIGHT—OF—WAY LINE; THENCE N.89'18'10"E.. AIONG SA(0 SOUTH RIGHT—OF—WAY UNE, 96.2 FEE7 TO THE POINT OF 6EGINNING. SA10 PROJECT AREA CONTAINING 8539 SQUARE FEET, MORE OR IESS. TOGEfHER WITH A NON—OCCIUSNE UTILITY EASEMENT lY1NG SEVEN ANO ONE—HALF FEET TO THE RIGH7 ANO SEVEN ONE—HA�f FEEf TO THE IEFT OF A C£NTERUNE BEING MORE PARTICULARIY DESCRIBED AS FOILOWS; FOR A POINT OF REFERENCE, COMMENCE AT THE NORTHEAST CORNER OF THE SOUTii 1/2 OF THE SOIITHWEST 1/4 OF SECTION 2. TOWNSHIP 26 SOUTH. RANGE 21 EAST, PASCO COUNTY. flOR10A; THEPlCE S.88'S0'15'tiN.. IIt.ONG THE NORTH LINE OF SAtO SOUTH 1/2 Of THE SOUTHWEST 1/4 OF SNO SECTION 2. A OISTANCE OF 1796.6 FEET; THENCE S.00'00�00"E.. A OtSTANCE OF 19.1 FEET TO A POINT WHICH l.IES A�ONG SAID SOUTH RtGHT—OF—WAY LINE; THENCE S.89'18'10"W,� ALONG SNO SOUTH RIGHT—OF—WAY UNE, 103.74 f'EET; 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'S8'06"W.. 52.35 FEET TO THE POINT OF TERMINATION. THE SIOELINES OF EASEMENT TO 8E SHORTENED OR PRO�ONGEO TO MEET AT ANG�E POII�[TS ANO/OR BOUNOARY IINES. SAI� UTILIlY fASEMENT CONTAINS 785 SQUARE FEET. MORE OR IESS. /� �`�� <� . ' ` �4�,2�' ��.,P_ AGREEMENT This Agroeme,nt("Agnament")is aatered into by md betwau'Ihe CI'TY OF ZEPHYRHILLS,a municip�lity of the State of Florida,whwe addreas is 5335 Eighth Street,Zephryhiqs,FL 33540-4312 (the "owner'�ana AP'r rampdorlmao, u,c., its a�ors ana aaaigns("APT"), p�+�viding f�the�antw�s and leeaiag of certain poopaty�a�the follmvmg tams and conditions: 1. APT shall have �e ri�ht to utiliu space on dze Owner's proparty located at ba�.t� 8 sT z��,;u�, �� in du Couaty of Pasco, aod more p�Ricuhrly de�ribed� Exhibit"A" az�ached he,e+eto ("Owner's Prope�y") bo� wit6 a naa-exclusive right of accxss to Owner's Proparty as well as Owner's caoaent and pamia�ion fa APT to comecx sucb electricity,telaphone�d at6ar�tilitie�as may bc naxseery for the purpo�ee of teetL�a tempaary caom�mic�tiooa facility(dre"Tempora�y Facitit�'). Such Tamporary Facility slqtil be d�ed on Exh�it°B"atbched hereto. 2. This A�reao�e� ahall cemmenoe en the arl�r of d�etY (30) d�ys foUowini execution of this A�ant bY bdh P�s a We day APT begios opa�ion of d�e Tanpor�ry Fscility on Owner's ��Y C`C�an Do�d� a�d shall c�ontinue month �o momh ti�etat�er�mtil auch time as Owner conat�uda a peemenant tawer ae ehe Owner's Pmpe�tY• 6� NIoT To E1tG6�4 �i�''�S. 3. Owner md APT sgroe thu Owner and AP'I' sre in the proceaa of ne�o�Og a pam�at Site � Ag�eama� for the k�e of oartam propa�ty locabed at 6217 8'� Stieet. Zep�ythills. Florida for the P�P��aod apewtia,�a oommunia�iooa�cilirty,inc�diog a 197 foot self s�ppo�iog tovver. Upou pca�rtion of a permaaent Sioe A�eut md oompldion of conatructian of the Lo+v�er,d�is Agroemant ahap�eemioate and tha rel�tiooahip shall be governed by the parmanait Sibe A�aat. 4. APT shaU pay Owaer t6e sum of Par maa�, pius applicabk�tax,for t6e righes atwneratcd in dus Agro�t. Such s�s1�U be payabk m�Wly, in advanoe,ba�nnin�an the Comm�at D�e�d oa the�t day of each maoth d�aftnr. If tlYe Comm�oamant De�e is m a day ad�er thm tl�fast day of the moath, then such siun shall be prorabed for We remainder of said monW. S. The foflowmg covanmtt and�ts are c�s of this Ag�eo�aent and aro acdmowl�and agreed to by APT and Owner. A. APT agtees to repaa at its sok c�st�d expenae anY d�a�e to O�rner's Property causod by APT in oomection wlth the bcation, opaation, mai�noe o� �ud removal of the Temporary Faciliry, pr�pdy but jn no event I�er thst thirty (30) days aRer reaipt of writt� notia of �msge bY Owaer. B. Owner rtaerves the right and privilege w use Owner's Property affeded by ffiis Ag�+eemeat for nmmal purpo�es provided suc� use wili not in�erfare with the use or ocx�pation of Owner's �Pah' bY APT or APT's opecstions thereon, �d pruvided also that except in cases of emugency Oweer shall not have acceas to tlx Temporary Facility unleas accompanied by APT personnel. C. Owaer agrbes to cooperate with APT in its efforts w c.onnect the Taaporary Facility to electric, teltph�e, �od�er nccessary utility service at APT's sole cost aud expense. Payment for said servicas to the Tar�porary Facility shall be APT's sole responsibility. . ' � ' , _ _ ' SITEiD: A-2-G-082-G • • SITE WAME:Cihr of zephyrhilis Exhibit A Page 1 of 2 Z"�t Paou��t ��aF u+�o aarc� n+e s+orm+ r/z oi �socmniESr �/4 oF s�cnoa � m�+w s�so� wwc�sr � r�oo oa�aY Fen��e�u aawc ,�ro�r+a� oF ir9orr s�ann�nccaaow� � rr+E ww c�rur�s �no�ofv w pur enarc R � �a�. ov�Auea�c rmca�aos o��x�ao cou�nr. fia�,x s� �aEt oF wro eowc ��trtnr�r..wcr ae�a�eta Rs�ar� faa��aia ai ats�+wc� ��r rt��iaanar�sr oora�r�e��sovnr i/z oF�sarn�sr r s a�secnch z �zs svunc av�r,�z� a�sr. ��,w N�rs � �coNC n��uaan+� cF�9un �o�vr�r' t/r cF�s�u�u i/� aF s�nrr z� aswraE aF ss�sz � ��w s oo�oo'o� ��oeswiaE oF ss �r��part x�+tts k,oNC r�sanx R/w u�oF++om� � c�naruF S�n0�' � A OfSDff�OF tQ:iO ifff: TND�E RfXV M 9Q00'�O� � A pSDY�OF�2.54 i�T AT�l PONr OF�7r'INNIMfw` TiiFJ�F I�f S Ot'14'19' W, A alSfill��5�.00 FffT• R�J�E At�K S�t$'!f�A Ai�NCF�24 iEtT• �iD�ICF OF Jf STIJ'42" $�t D6AMICE Of 2J.B2 f�7• 1tEiYCE RUV A Of 4t•4D' � A OfSfAI��.Td.iQ i�T• TiE►ICE AUd N �8'f3'J f' f; � ocsr�oF sz.i��r ro �Porrr oF ea�nw� sNO r�aa�ecr� ca�uws �.sao sa��r. ��r cFS� ra�Q+ �rr��+orr-oactum�.�ss�a rro+z ��o�s cr�st�a�r�wo a+�-rr�F r�r w �+a�ara. �o s�r�u►a or��t� 10 niE cFFr oF A t�YJE�JNE�NC iIOHE A1Rr�a�eX�r uesc�tl9ED As Flou�aWS: FOR A f�17 AF l�FERO�R,� �J�ICE AT Til�I�pR�FIK�ST OOI�YER OF i�S�flJ�f 1/1 OF TilE 30U8AIfST �/4 �S6�7�ON L ii�lSfiP?6 SW11M VMIGF Ti FiIST, �co cowm: �.arat n�+a�r N a�so�rr � �corrc u+�Hoarr�r� aF s�ao 9amr r/r ��snvn+�sr r/� oF�nar t� oaun�aF��sz �r: �au�r s ooroo+c� �� oa�oF 2s �r��t P�oMrr:�r�t c+�s �taNC �sount R/w urt a�ra�r o�; n+�a+r�cokr�n� S OGOQ�O'�A pSLtl�f'Of'f276.�EET: TlE�AINY N 90'�OtiO' E. h D6�Ai�lCF OF Pl.m FEET�D A f�ft��E�V�i� i�E7�'£C�V�NIE !(90'00�" � A 0l5G1�F� SL96 ftEi: Ti�E RfNY N �.'PGObO' � A Ab7Al�OF J5J5 iEEI: lilF1�CF(�Mf N 00'00"DO' N'. Il�S7AFlICf"OF J9.d6 r� ro�porrr aF rt�eir�ak SND A�SS FASf11ENl f�7FfG11MfS l9T3 SO�UIRE FFEf, YOQE 4R tESx �Cf7f�R M'RN A N�If-F�ClA�1ME fJJLJII'FASE�JYr L171G S�YFi�f AAD p�lE�-fW.F FFf7 1G i!E J�ICfff A1� S�1�EJV dE-1i1lf fEET Tn J7rE LEFf QF A CFNJ�Nf er�c wieE P,utrx�txNa.r��s Fot[arfi �na� PoaMr oF�wa� e�o�a��r n+E�r car�e aF�sovn+ �/2 oF rr�sovnn� r � of s+�aM� �u so�rr+. rw� z� � tr+�r�+�w x aa�ris�u,o�c �xar�r� oF�s�ro s�o�ur�'t i/7 aF r�srov�sr �/� aF sECnaw:�asru�aF ss�� F�7 7HEi��I�L1E kW S �OOtOd' �A pSTAiK'�OF ZS fEE7 fi�POfPff MYICft CI6 At�IrG i1E SbtRil Ij/M 11Nf af liOYRY� '�f7JG�tAMfMIE S QO'OOtid'� A QbTANCE OF l.IQ.98 fFET• JfEI�'F REMf iY 90'OQ100' � A DSGIAfG�Of' 1AOD f�7 T�7 A l�OYF QF 8R7A�if,� TFIQiICF RlNf N 39'SS'0� E, A OLSLV�£OF SZJS fEET TO A POiN�OF It7t1�Ot170�1. SAfD t/f�J1Y FAS1EiffNf f�f/UMS 195 �FFEf, f10RE GY1 �ESS R:�LegaI�MAIL MERGE DOCUII�NTS1Basic Package DocumentsU�IM_Conditional SA Land Revl 042397.dce " 13 1 U15 . ' � SITE 10: A-2-G-082-G SITE NAME:Cit�r of Zephyrt�ips Exhi Page 2 of 2 �„�-�mr�— _��. _._._ � . � � � ` �� i � : t Nowar aa� � ----� � � �a�ar a� � ; i i �.. �ar�e�rr � i N r�r � � i s �� j j,r� � ��y� 1 ( �,►R �"�� r�� 1 � I (1 �� ( � 1 v i i � i � �[�J1L-- r �� . L �w. � I ' � � I`j�� i ..--�....._� .t .. � f ----�----- t+s.lR .,c � � � + � _�� ; �� -�� ,� �� , � � i , , �� i �� . i � � ��'RR „ � s � f f� f �� t� � � r� v � . /• .�~� � �� / � � 14 �`'� .� � � ,,. a . ��.7'br .r�. • + �M. . ' J • � ..�.. � ; s�i � ••• S�{Oft ,'�, �'WRi�{p � aj'� �? .�.� �aik .�.. ..�.... ..�...�...� R:W�ga1�MAIL I�RGE DOCUMENI'S�Bssic Package DocnmenulMM Conditionat SA Land Revl 042397.doc ; 14 1 i/19 i � Date July 26, 2013 �� Ryan Shaffer Tower Engineering Professionals Crown Castle 3703 Junction Blvd. 12725 Morris Road Extension, Suite 400 Raleigh, NC 27603 Alpharetta, GA 30004 (919) 661-6351 (678) 366-1233 crown(a�tepqroup.net Subject: Structural Modification Analysis Report Carrier Designation: Verizon Wireless Co-Locate Carrier Site Number: 86775 Carrier Site Name: APT Zephyrhills Crown Cast/e Designation: Crown Castle BU Number: 826548 Crown Castle Site Name: Pasco County (VS) Crown Castle JDE Job Number: 230408 Crown Castle Work Order Number: 633834 Crown Castle Application Number: 185469 Rev 4 Engineering Firm Designation: TEP Project Number: 48167 7359 Site Data: 38122 Henry Dr.,Zephyrhills, Pasco County, FL 33540 Latitude 28° 14'S2.90", Longitude -82° 11'9.42" 190 Foot-Self Support Tower Dear Ryan Shaffer, Tower Engineering Professionals is pleased to submit this "Structural Modification Analysis Report" to determine the structural integrity of the above mentioned tower This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 564046, in accordance with application 185469, revision 4 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 LC4 5� Existing + Proposed Equipment with Proposed Modifications Sufficient Capacity Note See Table I and Table II for the proposed and existing loading,respectively The analysis has been performed in accordance with the 2010 Florida Buildinq Code based upon an ultimate 3- second gust wind speed of 137 mph converted to a nominal 3-second gust wind speed of 108 mph per section 1609 3 1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609 1 1 Exposure Category C and Risk Category II were used in this analysis All modifications and equipment proposed in this report shall be installed in accordance with the appurtenances listed in Tables 1 and 2 and the attached drawings for the determined available structural capacity to be effective We at Tower Engineering Professionals appr�g��Q�i g��tg�¢p��gyFj��i$ our continuing professional services to you and Crown Castle If you hav��t��II��iL��ance on his or any other projects please give us a catl a_';;s��,NATIONAL�LECTRIC CODE A ,�� +P �� r ;' Y �YRHILLS RDINANCES�p,, _.�.�,_�� .� 'f,. Structural analysis prepared by� Jarred Wallac�, �.I�L�� o s,�� ,,,,� -.G��,;r,,,, , •,� ��- �c � RespectFully submitted by� ; ��`� -;�:� , ��' � ;r,•` �f a � i ' � � ,. _� a � � j �` � � ` "` -s,; 5T!`Z'E GF �ti 1 . 3� f ` William H. Martin, P E., S E. "`'`��EW DAT� � � �J �.,i` s �`'' .� c � � .,..rY OF Z --- -- w._. _ _. �� :,n'` L a ��.� ,:� .� EPF-lYR�°Il�.�� "%',• :5�°-�`�.�_``=-°' ��e��o - '"�S E�CAMlN�� `��' � �;.. `-��.::,'�A� -- � �`°�a�1ie61��\��,� July 26, 2013 190-ft Self Support Tower Structural Modification Analysis CC18U No 826548 TEP Project Number 48167 7359, Application 185469, Revision 4 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2 - Existing Antenna and Cable Information Table 3- Design Antenna and Cable Information 3)ANALYSIS PROCEDURE Table 4- Documents Provided 3 1)Analysis Method 3 2)Assumptions 4) ANALYSIS RESULTS Table 5 - Section Capacity (Summary) Table 6-Tower Component Stresses vs Capacity 4 1) Recommendations 5) APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations 8)APPENDIX D Structural Modification Drawings �J \q�i i !'�. �"`r.� �*,. .,��.,..�__._ fl /� \� �� ' `-:i:', �.T'�'• �s ` ,.�', .o ,, �, ' i�'� � �Z '"�r '� ;�o , : 1 fi" - `� �r. ` � ,} ' -_• � _... k � ` .l1 ^_ ' _... �; � ,;�;.�,;�Gc: ,° =; � r.� . � , .w �i� ��.� �i.r>��,��';s'" .�, ,,✓� ;>° ,=__�-___-- ��.�� .i�� f •-.> i � � �o '�. � a'�'.>i.. \ -� '�1�0��Fa!1�ts�� tnxTower Report-version 6 0 4 0 Q' July 26,2013 190-ft Self Support Tower Structura!Modification Ana/ysis CC!BU No 826548 TEP Project Number 48i67.7359,Application i85469, Revision 4 Page 3 1) INTRODUCTION This tower is a 190-ft self-support tower designed by Valmont Microflect in January of 1998. The tower was originally designed for a wind speed of 105 mph per EIA/TIA-222-F for the appurtenances listed in Table 3. TEP did not visit the site. All information provided to TEP was assumed to be accurate and complete. 2) ANALYSIS CRITERIA The analysis has been performed in accordance with the 2010 Florida Buiidina Code based upon an ultimate 3- second gust wind speed of 137 mph converted to a nominal 3-second gust wind speed of 108 mph per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609 1.1 with the following design criteria: 1) Tvpe of Analvsis� Rigorous Structural Analysis 2) Classification of Structure: Class II Definition: Structures used for services that due to height, use or location represent a significant hazard to human life and/or damage to property in the event of failure and/or used for services that may be provided by other means. 3) Exposure Cateaorv: Exposure C Definition: Open terrain with scattered obstructions having heights generally less than 30-ft. This category includes flat, open country, grasslands and shorelines in hurricane prone regions. 4) Topoaraphic Cateaorv• Category 1 Definition: No abrupt changes in general topography, e.g. flat or rolling terrain, no wind speed-up consideration shall be required. 5) Earthquake CateQOrv: Not Considered Commentary� Earthquake effects may be ignored per this standard for site locations where Ss does not exceed 1.0. (Pasco County Ss =0.10). Table 1 - Proposed Antenna and Cable Information Cenfer Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Note Level(ft) Elevation qntennas Manufacturer Lines Size(in� (ft) 160.0 160 0 6 CSS 'CAP-FRO-656 w/Mount Pipe� - ; - I - i Table 2- Existing Antenna and Cable Information Cen#er Number Number Feed Mounting Line Antenna of Antenna Modet of Feed Line Note Level(ft) Elevation Antennas �anufacturer Lines Size(in) (ft) < 9 Andrew { ECC1920-VPUB € � , � 4 Andrew � ETW190VS12UB i 9 Cellmax CMA-BDHH/6521/EO-6 � � Technologies w/Mount Pipe � � j 190.0 194�0 2 Nokia �� FRIE 14 � 1-5/8 3 1 ` _._.. _____�� ___ 5 Nokia ; FRIG , � . _.._._._. ---. .._. ..____._._.. .._.�.__ .._...,_...._.,.. _._---- -- , 3 Nokia FXFB I � � � 1 Raycap � OVP_DC1-48-60-0-15D I � ; � �..---.-.--.--_---. ._..._.. .---. __.___.__________ _._ ----__�.._.._....___._._ _ 190.0 1 Tower Mounts Platform Mount [LP 715-1]� j tnxTower Report-version 6.0 4.0 �u�y zs,2o�s 190-tt Se/f Support Tower Structura/Modification Analysis CCl BU No 826548 TEP Project Number 48167.7359,Application 185469, Revision 4 Page 4 Center Number Number Feed Mounting Line Antenna of Antenna Model af Feed Line Nate Level(ft) Elevation antennas Manufacturer Lines Size(in) _ _ . _ _ , _...... ' 12 Andrew DBXNH-6565B-R2M i w/Mount Pipe � �8 � Andrew �; ECC1920-VPUB ` 18 1-5/8 � � ; 4 Andrew � ETW190VS12UB � 2 3�g � 175 0 _�_._.--- .__._._. .._.�_..._---. ............___.__....____a__.___._---...-.---__.. � �71 p 2 Nokia FRIE 1 2 ; 1 € 4�� Nokia ` FRIG ; 3 5/16 ` 3 �� Nokia FXFB 1 25/32 ; , ; 1 Raycap OVP_DC1-48-60-0-15D ( _ 171.0 ; 1 Tower Mounts Sector Mount SM 104-3 � � � ��__�..__ .__ l_.___,, � �� ' 6 � Kathrein � AP17-1900/090D � _ _ 2 w/Mount Pipe 160 0 160 0 m 3 T��mm CSS X7GFR0-860 �� w/Mount Pipe 11 1-5/8 ' 1 t _.. _._._. ._-.-.-.----_.___......_._.__. ._...___. 1 Tower Mounts Sector Mount [SM 602-3] _ _� _ �� 6 Decibel 950G65RCZE-M ` � 3 Ericsson 800 MHZ SMR �, _. ---....__. _.._.__._._._______._.______ . < 3 Ericsson RRUS A2 MODULE _ _ . ____ ;____ �_.. 6 Ericsson RRUS-111900MHz � 3 1-1/4 , ; ______. __..________... __._..._.__...._. . 150 0 150 0 3 Ericsson RRUS-11 800MHz � � ___ 6 1-5/8 9 RFS Celwave ACU-A20-N € 3 RFS Celwave �APXVERRI8-C w/Mount Pipe ; 1 Tower Mounts Sector Mount[SM 402-3] ' _ _.. --- ----..__. __.. .._..._..._..._._.. .._....__._.___. _..___. _. 140.0 140.0 3 Commun ations HB-X-AW-23-33-OOT 6 1-5/8 1 1 � Tower Mounts Sector Mount[SM 402-3] �� Notes: �� mm 1) Existing equipment 2) Existing equipment;to be removed Table 3- Design Antenna and Cable Information Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Level(ft) Elevation Antennas Manufacturer Lines Size(in} (ft) 190.0 190.0 12 CSA Wireless PCS A 060-19 - - ' � 175.0 175.0 12 CSA Wireless PCS A 060-19 - �� 155 0 � 155 0 = 12 CSA Wireless PCS A 060-19 � - - � tnxTower Report-version 6 0 4 0 July 26,20i3 190-ft Se/f Support Tower Structura/Modification Ana/ysis CCI BU No 826548 TEP Project Number 48167.7359,Application 185469, Revisron 4 Page 5 3)ANALYSIS PROCEDURE Table 4- Documents Provided Document RemarKs Reference Source �. - Geotechnical Report ; Nodarse &Associates, Inc. 3497292 � , CCISites�; .__..�.___.—___.______�______ ____.___,..._._. _----- ..�. .�____ Foundation Drawings ' Valmont Microflect � 3497291 CCISites _.__. ..__. .._....__.._.. _ __ _._.._.._.. ..-.- ---___._.______.._______....__��_.----___.�.___.. .._._...�.�..._.__..___.�.. ___.:..____._..._.._______.--.----- Tower Manufacturer Drawings j Valmont Microfiect ; �_ 3675014 � CCISites E .__.._.._—_.________n---__�__... �� ..�� Previous Structural Analysis �Tower Engineering Professionals 3914934 � CCISites � 3.1) Analysis Method tnxTower (version 6 0 4.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) The tower and foundation were built in accordance with the manufacturer's specifications 2) The tower and foundation have been maintained in accordance with the manufacturer's specification 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2, and"Appendix B–Base Level Drawing". 4) When applicable, transmission cables are considered as structural components for calculating wind loads as allowed by the standard. 5) All tower components are in sufficient condition to carry their full design capacity. 6) Serviceability with respect to antenna twist, tilt, roll, or lateral translation, is not checked and is left to the carrier or tower owner to ensure conformance. 7) All antenna mounts and mounting hardware are structurally sufficient to carry the full design capacity requirements of appurtenance wind area and weight as provided by the original manufacturer specifications It is the carrier's responsibility to ensure compliance to the structural limitations of the existing and/or proposed antenna mounts. TEP did not perform a site visit to verify the size, condition or capacity of the antenna mounts and did not analyze antennas supporting mounts as part of this structural analysis report. 8) The following material grades were assumed. a) Legs: ASTM A53-B-46 b) Bracing: ASTM A36 This analysis may be affected if any assumptions are not valid or have been made in error. Tower Engineering Professionals should be notified to determine the effect on the structural integrity of the tower 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) ��06 Elevation(ft) �Omponent Size Crit[cal P�K� BP��K� % Pass/Fai[ No. Type Element Capacity Ti 190-180 Leg P2.5x203 2 15.028 i 53.866 j W27_9 4 Pass ,. -- _' ---._-----' ---_.. __.._._.___ .._.__�.__._. .._._._._....._...._._ ._.__.._ ..__�-_._..___..__.Y___._..._....-----.r . 1 ..__.__........._. � T2 180-160 Leg P3.Sx.226 � 20 64.569 , 96.872 66.7 Pass -----____�---__ _. _�. _ :_— = __ _. T3 160-140 Leg P5x.258 � 50 ; -128.241 � 157.510 81 4 Pass : __ _. . - - - --------_ __.. __...___,-- _.. __ _ ---- _._�_�. _.. � T4 140-120 Leg P8x.322 � 74 -202.020 i 330 771 � 61 1 ; Pass ' T5 120-113.333 Leg � P8x.322 � 98 ! -226.348 330.771 68.4 � Pass � I_'_'_'_�_; �' 4 T6 ��3.333- � Leg PSx.322 � 110 3 -250.973 ' 330 771 75.9 � Pass � 106.667 , tnxTower Report-version 6.0 4.0 July 26,2013 i90-ft Self Support Tower Structural Modification Ana/ysis CCI BU No 826548 TEP Project Number 48167 7359,Application 185469, Revision 4 Page 6 Section Elevation(ftj CQ�R°nent SI� Critical R�K� gP,��K� %6 Pass/Fai[ No. Type Etement Capacity T7 106.667-100 Leg P8x.322 ' 119 -273.774 330 771 82.8 j Pass T8 100-80 Leg P10x.365 128 -339.531 ! 458.786 74 0 � Pass __._.:. _. __..._._..._.___ --- .,. _.. .._.__._____._.___._.. _.._.. .__w___.__..___._._._.__________._..__.___. ._- ......._.�_. .._..._..._.._..__. T9 80-70 Leg P10x.365 � 146 j -375.244 ' 458.786 81.8 Pass T10 70-60 � Leg P10x.365 ; 158 � -410.545 458.786 89.5 Pass ._ .__.__._.-.._._...�__.____ .__i_.. .-__�__. ..__..__...T_�_._ __:...___.._...�. --- �.�.----;--_.__..__.. � T11 60-40 Leg P12x.375 1 167 -482.179 � 573.746 84.0 Pass T12 40-30 Leg P12x.375 185 -517.591 � 573.746 90.2 Pass ---. _. _...__. _.__.. ___ _.. _.__ ._.___._.____. ____, __�__..._____.._.. .__�__.._._..___�...._...__._ __..___�. _.. _._.. T13 j 30-20 Leg P12x.375 1 197 -552.570 573.746 � 96.3 i Pass� ____.._...:_ .___�_ _.�_. �.._ ° �-- T14 20-0 Leg P12x.5 206 ' -623.100 ; 756.510 82.4 1 _ Pass _.. __.. �___---____.. .._..�.._---___..___._.__ .v_._...�_.______- w -._� � T1 € 190-180 Diagonal Li 3/4x1 3/4x3/16 �^ 8 -4 163 6.584 63.2 � Pass T2 180-160 Diagonal L2x2x3/16 26 -8.700 9.563 91.0 Pass __.. .-- -_ _. ,_ ___. ._..._. ..... _. ___.. _ _.. _.__.__...---..___.._.__...._._.._...._..._.___ ..-----.:.. .._.. T3 160-140 Diagonal 2L2 1/2x2 1/2x3/16x3/8 57 -12.151 36.726 33'1 ; Pass 65.4(b) T4 140-120 Diagonai ��L3x3x3/16 �; 81 -13.335 16.272 � 81'9 � Pass 85.4(b) ; T5 120-113.333 � Diagonal � L3x3x3/16 � 105 -13.614 15.534 � 87 6 �Pass - -- -`�____� T6 113.333- �� Diagonal L3x3x3/16 114 -13.530 14.802 91 4 Pass 106.667 _ _ � ____ ____ ___. ____ _._. _________. T7� 106.667-100 Diagonal �2L3x3x3/16x1/2 126 -15.230 43.311 35'Z Pass 48.4(b) _._. __ _._. __.. ____.. _..._. ..---..._.._._____.__..__ .___.__ ._._. �.____.._. v....----_____._�.�__.. ._....__. _.. ..__._.. ..__< TS 100-80 Diagonal L3 1/2x3 1/2x1/4 138 -18.016 20.514 � 87.8 Pass T9 80-70� Diagonal L31/2x31/2x1/4 156 -17453 19085 914 Pass T10 70-60 Diagonal 2L3-1/2x3-1/2x1/4x1/2 165 � -19.856 62.184 31'9 � Pass � E 42.0(b) ? ..__ .�_._ __. _. _ ..____W_�..---_....._ - -- --- -- T11 60-40 Diagonal L3 1l2x3 1/2x3/S � 177 -20.792 : 23.250 89.4 ', Pass � ___..�____._._.. _...__""_ �__.�. ...�5 .. �._.. .__._. __._._. ...,____.. ._.."' ' -"_.. _...,__.__._.._..._.._'_"_._..__........___.. _,_...___. ....._ T12 40-30 Diagonal L3 1/2x3 1/2x3/8 i 195 -19.809 � 21.849 90.7 Pass T13 30-20 Diagonal 2L3 1/2x3 1/2x3/8x1/2 204 -23.001 79.339 29'0 Pass , 33.6(b) i T14�� 20-0 ^�_ T Diagonal� V.� �TT L4x4x3/8 �� --- ; 216---�23.379�T 26.444 rv W 88.4 v Passv�< �-T1 V--190-180� � Top GirtvW_�V� L3 1/2x3 1/2x1/4WWW-Ty 6 -1.620 22.314 20 43(b) ' Pass T2 180-160 W Top Girt L3 1/2x3 1/2x1/4 23 0 023 50.039 0.4(b) Pass T3� 160-140 � Top Girt �� L3 1/2x3 1/2x3/8 53 �-0.272� � 33.376 2 2'�b� Pass T4 140-120 Top Girt L3 1/2x3 1/2x3/8 78 -2.518 22.855 23 3�b� Pass T5 120-113.333 Top Girt L4x4x3/8 102 -2.090 25.883 18 91�b� Pass T8 100-80 Top Girt L4x4x3/8 132 -4 147 19.314 21'5 Pass 4 25.1 (b) �T9 �80-70 ��Top Girt �� L5x5x5/16 �150 -4.310 25.652 16'8 � Pass 36.6(b) T11��60-40 Top Girt ^ L5x5x5l16 171 -5.898 20.418 28�9 Pass 39.7(b)- --- , _. _.. _. _._. ._. _.._. _. s T12 40-30 Top Girt L5x5x5/16 189 -5.567 16.908 32'9 Pass .____.___.._ __. _ . _..__ __ _... ______�.__._W__. _ 37.5(b) T14 20-0 Top Girt L5x5x5/16 210 -5.870 13.974 42.0 Pass �� Summary �� E , Leg(T13) �96.3 Pass . Diagonal 914 Pass ----- (T9) _.____ __�___ _ _. ___._._____ _�_.._____ - - Top Girt 42.0 Pass (T14) , Bolt Checks 88.6 Pass Rating- 96.3 Pass � tnxTower Report-version 6.0 4 0 July 26,2013 190-ft Self Support Tower Structura/Modification Analysis CCl BU No 826548 TEP Project Number 48167.7359,Applicafion f 85469, Revision 4 Page 7 Table 6-Tower Component Stresses vs. Capacity Nates Component Elevation (ft) %Capacity Pass/Fail ;. 1 Anchor Rods ' - 43.6 Pass ._.__ ___. ___.. .__..___ _..—______.____,_..____.._.._.__.__._a_�_________._-�-_______ _____.—._._^. ___.._��__.______.� 1 Base Foundation Soil Interaction , - ' 89.5 Pass _ _.____.. .._.__ .---._ _..____---. .__.., _. ._..__.___.. ..__..._._�. __..:.--.-.--_.._____..___. _..._.._.__._�__...,.. __ _..---.. .__. .._____. 1 Base Foundation Structural - 30.8 Pass Structure Rating(max from al!components) = 96.3°k Notes: 1) See additional documentation in"Appendix C-Additional Calculations"for calculations supporting the%capacity listed. 4.1) Recommendations 1) If the load differs from that described in Tables 1 and 2 of this report, "Appendix B— Base Level Drawing" or the provisions of this analysis are found to be invalid, another structural analysis should be performed. 2) The modifications depicted in "Appendix D —Structural Modification Drawings"shall be installed and, upon completion, inspected. The tower and its foundation have sufficient capacity to carry the existing and proposed loads once the proposed modifications are installed. tnxTower Report-version 6.0.4 0 July 26,2013 i90-ft Se/f Support Tower Structural Modification Ana/ysis CC/BU No 826548 TEP Projecf Number 48167 7359,Application 185469, Revision 4 Page 8 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 6.0.4 0 � .__-T. iso.on --...�%_..__ Q �---�--- --._.. � oI' n , � ~ � a I� e iao.o e DESIGNED APPURTENANCE LOADING ^ ------- ------- -- -------...,---....------....- ! � N , TYPE ELEVATION �— TYPE ELEVATION '° II (3)CMA-BDHW6521lEO-6wlMount 190 '(4)E7W190VS12UB 171 , m �, @1 I Ptpe c� , �c �' _.--__ -_._-__ _. SeCtor MouM[SM 104-3]_.__—_.___ 171 __—_-.__.._—� ti � i � (3)CMA-BDHHl6521/EO-6 w/MouM 190 X7GFR68fi0 w!Mount Pipe 160 � � �� : � �I � � = � � Pipe . x ____.._—___.. X7C-FR6860 w/Mount Pipe 160 ' �' �i � i , (3)CMA-BOHH/6521/EO-6 w/Mount 190 Pipe X7C-FRO-860 w/Mount Pipe 160 I� ''� � ''� I I (3)ECC7920-VPUB �gp (2)CAP-FRO-656 w/Mount Pipe 160 � � I -.-------�----- ------ 2 CARFRO-656 w/Mount Pipe i 160 � , __I 160Aft " (� �_—.... _ .___' _ ___.. � .__-_. I�---� (3)ECC7920-VPUB �190 , ` � ;I I ,(2)CAP-FRO-65fi w/Mount Pipe 160 m ' (3)ECC1920-VPUB �� SectorMOUn[[SM6023] 160 � ! , i FRIE__ __...___.__�____-_.__-(2)950G65RCZE-M 1 W J ,(mi , �'. x �, ' ' I I FRIE � .._r�2)950G65RCZE-M -__.. ____ ,�- I F Ili� a r' � . � ' N I , 'FXFB---_—__._.______...i�__. ..-____.._. APXV RR18-C w Mount P Pe 150 '� II P I � (3)FRIG .190 � I 140.Oft I APXVERRIB-Cw/MountPipe _ 750_ _._.__'I % (2)FRIG 190 1�--�--��-------._....-----._.. . . m �i OVP DC7-48-60-0-15D �gp (Z)RFUS-11 1900MHZ 150 � I �,, , � j � I - (2)RRUS-11 1900MH 150 �I ' � m (3)ETW190VS72U8 190 _.._—-__._____ ._—- ..._... '��, � � � __.._....____-- _.._._.___—_.._..____�(2)RRUS-111900MHz �150 I ETW190VS12UB 190 � � �' �o I �RRUS-11 BOOMHZ 150 ' �? '� 7'x 2'Pipe Mount 190 � �o � �I RRUS-71800MHZ 150 j , �, � i I, (d� I 7'x 2'Pipe Mount 190 �r— x � .RRUS-11 800MHz 150 �, , 7'x 2"Pipe Mount 190 4-�----------- ---- -------- � Platlorm Moun[LP 715-1 �gp (4)ACU-A20-N 150 i m n N � , � ' �. � � .___._....__�_ �...___-__..._— (3)ACU-A20-N 150 I ,.� " � 720 0 ft { (4)DBXNH-6565&R2M w/Mount Pipe 171 � . I _ __ — I�—_ I F � a w f° I I (4)DBXNH-65658-R2M w/Mount Pipe 171 (2)ACU-A20-N 150 ' x m ��'I� m (4)DBXNH-6565B-R2M w/Mount Pipe 171 (z)�70 MHZ SMR 150 I 1133ft I BOOMMZSMR 150__ ' � , i (3)ECC7920-VPUB m I---------- F �, ''�, � m I �I (3)ECC1920-VPUB -�171 'RRUS A2 MODULE ,150 I � � 106,78 ' (2)ECC7920-VPUB �� RRUSA2MODULE 150 __ _ � 'I Q _.. _ �. ---,, ...Q- , ...-�RRUS A2 MODULE � ��150 . _ __..._. - _. .... —___._ ___. z Q ; (4)FRIG 171 �, a „ �Sector MouM[SM 4023] 150 � j ' ' m N " I PXFB__....___--_- .__-____ .._171____. .._..____....iHB-X-AW-23-33-00T -_ ___.._ -i140 ... ._. ' �� !I m � 100_Ot[ �I P FRIE 1171 H XB AW-23-33-OOT------.._.. .-140-�--��-�-��-�� ,� H&X-AW-2&33-00T 140 i ' r� I � O Q Sector Mount[SM 402 3] 140 I � , Q � � I OVP_DC1-48-60-0-150 '171 , X I � � i SYMBOL LIST , x J , MARK SIZE MARK SIZE ----- -...— _..--- _..._._....--- - __- -- --.. ..__ � � � A L1 314x1 3/4x3�16 ', D ��,2L31/9c3 VDC3/8x1/2 o J . I 800_ft I B 2L3x3x3/16x1/2 _�, __E_.___��L4x4x3l8_..__—___...._.---_._� a ' � � I C 2L3-1/Dc3-1l2x1/4x1l2 : � � ; „ °- MATERIAL STRENGTH � J �oorc I GRADE Fy Fu GRADE Fy Fu ~ I UI IQ � I A53-B-46 46 ksi 67 ksi A36 ',36 ksi 58 ksi � Z � � , � _M. so.oe I I TOWER DESIGN NOTES - - � � f�1 1 Tower is located in Pasco County,Florida. 2. Tower desiqned for Exposure C to the TIA-222-G Standard. I �° 3. Tower designed for a 108 mph basic wind in accordance with the TIA-222-G Standard. o '. I I 4 Deflections are based upon a 60 mph wind. , _ �� I � � 'I 5. Tower Structure Class II. � ; N ° I 6. Topoqraphic Catepory 1 with Crest Height of 0.000 ft � I 7 TOWER RATWG:96.3% m � ao o rt I I ALL REACTIONS x i ARE FACTORED a I " , � I� MAX CORNER REACTIONS AT BASE. � m I _, 30:o rc. � I DOWN: 642 K . ___. _....-- _ � �m , I SHEAR: 64 K 'i � ° z �� ' � I UPL1FT -574 K ' ' zo o a I SHEAR: 58 K , , ° � � AXIAL m I � 80 K � I' � I x � I f � I SHEAR MOMENT I , ' 104 K� 11367 kip-ft I ' I I :. o.o..n.� I ----�,�-..... ---'-- ..... .,- -�-- a �T I TORQUE 22 kip-N ` REACTlONS-708 mph WIND � � � j y _ C7 II ,o @j Y: I c D N o c m v 'I `. a i Cj I� ` �7 r �I � °' `°'° I' °° o I m a �i �^' '� lA I J �I J 0 ' O H LL # I 3 Tower Engineering Professionals °b Paseo Coun (VS)(BU 826548) 3703 Junction Blvd. �'°�� TEPNo.aa�e��359 �' Raleigh, NC 27603 a�enc Crown Castle �rawnby:�LW r�a'a: Tower Engineering Professionals Phone:(919)661-6351 �e� TIA-222-G oate 07/26/13 ��e' NTS FAX. 919 661-6350 �h maonra.erswei rnse soo-axssae vs�m.r ies�.�9 N�E'1 Job Page �� Pasco County(VS) (BU 826548) 1 of 30 Project Date Tower Engineering TEP No. 48167.7359 14:45:23 07/26/13 Professionals 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone (919)661-6351 Crown Castle ��W FAX. (919)661-6350 Tower In ut Data The main tower is a 3x free standing tower with an overall height of 190.000 ft above the ground line. The base of the tower is set at an elevation of 0.000 ft above the ground line. The face width of the tower is 8.000 ft at the top and 21.333 ft at the base. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Pasco County,Flonda. Basic wind speed of 108 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0.000 ft. Deflections calculated using a wind speed of 60 mph. Pressures are calculated at each section. Stress ratio used in tower member design is 1. Local bending stresses due to climbing loads,feedline supports,and appurtenance mounts are not considered. Options Consider Moments-L.egs Distribute L,eg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments-Horizontals Assume L.egs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments-Diagonals � Assume Rigid Index Plate � Calcula[e Redundant Bracing Forces Use Moment Magnifica[ion � Use Cleaz Spans For Wind Area Ignore Redundant Members in FEA � Use Code Stress Ratios � Use Clear Spans For KI/r SR Leg Bol[s Resist Compression � Use Code Safety Factors-Guys Reteasion Guys To Initial Tension � All Leg Panels Have Same Allowable Escalate Ice � Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz V Use Azimuth Dish Coefficients � Consider Feedline Torque Use Special Wind Profile v Project Wind Area of Appurt. � Include Angle Block Shear Check � Include Bolts In Member Capacity Autocalc Torque Arm Areas Po1es Leg Bolts Are At Top Of Section SR Members Have Cut Ends Include Sheaz-Torsion Interaction � Secondary Horizontal Braces L.eg V Sort Capacity Reports By Component Always Use Sub-Critical F7ow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC.6D+W Combination , Job Page ��A�� Pasco County(VS) (BU 826548) 2 of 30 Project Date Tower Engineering TEP No. 48167.7359 14.45:23 07/26/13 Professionals 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone. (919)661-6351 Crown Castle JLW F.4X. (9191661-6350 Wind 180 �� Leq A W in-� y No �m° � LegC Z �9B Face C Wind Normal Triangular To wer Tower Section Geometr Tower Tower Assembly Description Section Number Section Section Elevation Database Width of Length Sections ft fr � Tl 190.000-180.000 8.000 1 10.000 T"� 180.000-160.000 8.000 1 20.000 T3 160.000-140.000 8.000 1 20.000 T� 140.000-120.000 9.667 1 20.000 T5 120.000-113333 11.333 1 6.667 T6 113.333-106.667 11.889 1 6.667 T"7 106.667-100.000 12.444 1 6.667 T8 100.000-80.000 13.000 1 20.000 T9 80.000-70.000 14.667 1 10.000 T10 70.000-60.000 15.500 1 10.000 Tl l 60.000-�0.000 16.333 I 20.000 T12 40.000-30.000 18.000 1 10.000 T13 30.000-20.000 18.833 1 10.000 T14 20.000-0.000 19.667 1 20.000 Tower Section Geometr cont'd Tower Tower Diagonal Bracing Has Has Top Girt Bonom Gin Section Elevation Spacing Type KBrace Horizontals Offset Offset End ft ft Panels in in Tl 190.000-180.000 5.000 X Brace No No 0.000 0.000 Job Page t��1��Y Pasco County (VS) (BU 826548) 3 of 30 Project Date TowerEngineering TEP No. 48167.7359 14:4523 07/26/13 Professionals 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone. (9191661-6351 Crown Castle �LW FAX. (919)661-6350 Tower Tower Diagonul Bracing Has Has Top Gin Bottom Girt Section Elevation Spacing Type K Brace Horizontals Offset Offset End � ft Panels in in T2 180.000-160.000 5.000 X Brace No No 0.000 0.000 T3 160.000-140.000 6.667 X Brace No No 0.000 0.000 T� 140.000-120.000 6.667 X Brace No No 0.000 0.000 TS 120.000-113333 6.667 X Brace No No 0.000 0.000 T6 113333-106.667 6.667 X Brace No No 0.000 0.000 T7 106.667-100.000 6.667 X Brace No No 0.000 0.000 TS 100.000-80.000 10.000 X Brace No No 0.000 0.000 T9 80.000-70.000 10.000 X Brace No No 0.000 0.000 T10 70.000-60.000 10.000 X Brace No No 0.000 0.000 Tl l 60.000-40.000 10.000 X Brace No No 0.000 0.000 T12 40.000-30.000 10.000 X Brace No No 0.000 0.000 T13 30.000-20.000 10.000 X Brace No No 0.000 0.000 T14 20.000-0.000 10.000 X Brace No No 0.000 0.000 Tower Section Geometry (cont'd) Tower Leg Leg Leg Diagonal Diagona! Diagonal Elevation Type Size Grade Type Size Grade � Pipe P2.5x.203 A53-B-46 Equal Angle Ll 3/4x1 3/4x3/16 A36 190.000-180.000 (46 ksi) (36 ksi) T2 Pipe P3.Sx?26 A53-B-46 Equal Angle L2x2x3/16 A36 180.000-160.000 (46 ksi) (36 ksi) T3 Pipe P5x.258 A53-B-46 Double Equal 2L2 U2x2 1/2x3/16x3/8 A36 160.000-140.000 (46 ksi) Angle (36 ksi) T4 Pipe P8x.322 A53-B-46 Equal Angle L3x3x3/16 A36 140.000-120.000 (46 ksi) (36 ksi) TS Pipe P8x.322 A53-B-46 Equal Angle L3x3x3/16 A36 120.000-113333 (46 ksi) (36 ksi) T6 Pipe P8x.322 A53-B-�6 Equal Angle L3x3x3/16 A36 ll3.333-106.667 (46 ksi) (36 ksi) T7 Pipe P8x322 A53-B-46 Double Equal 2L3x3x3/16x1/2 A36 106.667-100.000 (46 ksi) Angle (36 ksi) T8 Pipe P10x365 A53-B-46 Equal Angle L3 1/2x3 ll2x1/4 A36 100.000-80.000 (46 ksi) (36 ksi) 1'9 80.000-70.000 Pipe P10x365 A53-B-46 Equal Angle L3 1/2x3 1/2x1/4 A36 (46 ksi) (36 ksi) T10 Pipe P10x365 A53-B-46 Double Equal 2L3-U2�c3-1/2x1/4x1/2 A36 70.000-60.000 (46 ksi) Angle (36 ksi) Tll Pipe P12x375 A53-B-46 Equal Angle L3 1/2x3 1/2x3/8 A36 60.000-40.000 (46 ksi) (36 ksi) T12 Pipe P12x.375 A53-B-46 Equal Angle L3 1/2x3 1/2x3/8 A36 40.000-30.000 (46 ksi) (36 ksi) T13 Pipe P12x.375 A53-B-46 Double Equal 2L3 1/2x3 1/2x3l8xl/2 A36 30.000-20.000 (46 ksi) Angle (36 ksi) T14 20.000-0.000 Pipe P12x.5 A53-B-46 Equal Angle L4x4x3/8 A36 (46 ksi) (36 ksi) Tower Section Geometr cont'd , , Job Page �� Pasco County (VS) (BU 826548) 4 of 30 Project Date Tower Engineering TEP No 48167.7359 14:45:23 07/26/13 Professionals 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone (919)661-6351 Crown Castle JLW FAX. (919)661-6350 Tower Tap Girt Top Girt Top Girt Bottom Gin Bottom Gin Bottom Girt Elevation Type Size Grade Type Si;.e Grade Tl Equal Angle L3 1l2x3 1/2x1/4 A36 Solid Round A36 190.000-180.000 (36 ksi) (36 ksi) T2 Equal Angle L3 1/2x3 1/2x1/4 A36 Solid Round A36 180.000-160.000 (36 ksi) (36 ksi) T3 Equal Angle L3 1/2x3 1/2x3/8 A36 Solid Round A36 160.000-140.000 (36 ksi) (36 ksi) T4 Equal Angle L3 1/2x3 1/2x3/8 A36 Solid Round A36 140.000-120.000 (36 ksi) (36 ksi) TS Equal Angle L4x4x3l8 A36 Solid Round A36 120.000-113.333 (36 ksi) (36 ksi) T8 Equal Angle LAx4x3/8 A36 Solid Round A36 100.000-80.000 (36 ksi) (36 ksi) T9 80.000-70.000 Equal Angle LSx5x5/16 A36 Solid Round A36 (36 ksi) (36 ksi) Tl l Equal Angle LSx5x5/16 A36 Solid Round A36 60.000-40.000 (36 ksi) (36 ksi) T12 Equal Angle L5x5x5/16 A36 Solid Round A36 40.000-30.000 (36 ksi) (36 ksi) T14 20.000-0.000 Equal Angle LSx5x5/16 A36 Solid Round A36 (36 ksi) (36 ksi) Tower Section Geometr cont'd Tower Gusset Gusset Gussei Grade Adjust.Factor Adjust. Weighi Mult. Doub[e Angle Dnuble Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt (perface) A, Spacing Spacing Diagonals Hori<.ontals ft fY in in in Tl 0.000 0.375 A36 1.03 1 1.05 0.000 0.000 190.000-180.0 (36 ksi) 00 T2 0.000 0.375 A36 1.03 1 1.05 0.000 0.000 180.000-160.0 (36 ksi) 00 T3 0.000 0.375 A36 1.03 1 1.05 22.036 0.000 160.000-140A (36 ksi) 00 T4 0.000 0.500 A36 1.03 1 1.05 0.000 0.000 140.000-120.0 (36 ksi) 00 TS 0.000 0.500 A36 1.03 1 1.05 0.000 0.000 120.000-113.3 (36 ksi) 33 T6 0.000 0.500 A36 1.03 1 1.05 0.000 0.000 1 13 333-106.6 (36 ksi) 67 T7 0.000 0.500 A36 1.03 1 1.05 26.940 0.000 106.667-100A (36 ksi) 00 TS 0.000 0.500 A36 1.03 1 1.05 0.000 0.000 100.000-80.00 (36 ksi) 0 T9 0.000 0.500 A36 1.03 1 1.05 0.000 0.000 80.000-70.000 (36 ksi) T10 0.000 0.500 A36 1.03 1 1.05 35.676 0.000 70.000-60.000 (36 ksi) Job Page �� Pasco County (VS) (BU 826548) 5 of 30 Project Date Tower Engineering TEP No. 48167.7359 14:45:23 07/26/13 Professionals 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone. (919)661-6351 Crown Castle JLW FAX. (919)661-6350 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Af Factar Stitch Bolt Stitch Bolt (perfacel Ar Spacing .Spacing Diagonals Horizontals ft f� in in in TI1 0.000 0.500 A36 1.03 1 1.05 0.000 0.000 60.000-40.000 (36 ksi) T12 0.000 0.500 A36 1.03 1 1.05 0.000 0.000 40.000-30.000 (36 ksi) T13 0.000 0.500 A36 1.03 1 1.05 41.016 0.000 30.000-20.000 (36 ksi) T14 0.000 0.500 A36 1.03 1 1.05 0.000 0.000 20.000-0.000 (36 ksi) Tower Section Geometr cont'd K Facrorsl Tower Calc Calc Legs X K Single Girts Horiz. Sec. Inner Elevation K K Brace Brace Diags Hori;. Brace Single Solid Diags Diags Angles Rounds X X X X X X X f� Y Y Y Y Y Y Y Tl Yes No 1 1 1 1 1 1 1 1 190.000-180.0 1 1 I 1 1 1 1 00 T2 Yes No 1 1 1 1 I 1 1 1 180.000-160.0 1 1 1 1 1 1 1 00 T3 Yes No 1 1 1 1 1 1 1 1 160.000-140.0 1 1 1 1 1 1 1 00 T4 Yes No 1 1 1 1 1 1 1 1 140.000-120.0 1 1 1 1 1 1 1 00 T5 Yes No L 1 1 1 1 1 1 1 120.000-113.3 1 1 1 1 1 1 1 33 T6 Yes No 1 1 1 1 1 1 1 1 113.333-106.6 1 1 1 1 1 1 1 67 T7 Yes No 1 1 1 1 1 1 1 1 106.667-100.0 1 1 1 1 1 1 1 00 T8 Yes No 1 I 1 1 1 1 1 1 100.000-80.00 1 1 1 1 1 1 1 0 T9 Yes No 1 1 1 1 1 1 1 1 80.000-70.000 1 1 1 1 1 1 1 T10 Yes No 1 1 1 1 1 1 1 1 70.000-60.000 1 1 1 1 1 1 1 Tll Yes No I 1 1 1 1 1 1 1 60.000-40.000 1 1 1 1 1 1 1 T12 Yes No 1 1 1 1 1 1 1 1 40.000-30.000 1 1 1 1 1 1 1 T13 Yes No 1 1 1 1 1 1 1 1 30.000-20.000 1 1 1 1 1 1 1 T14 Yes No 1 1 1 1 1 1 1 1 20.000-0.000 1 1 1 1 1 1 1 Note:K factors are applied to member segment lengths.K-braces without inner supponing members wil[have the K factor in the out-of-plane direction applied to the overalllength. Job Page �� Pasco County(VS) (BU 826548) 6 of 30 Project Date Tower Engineering TEP No 48167 7359 14 4523 07/26/13 Professionals 3703 Juncrion Blvd. Ra[eigh,NC27603 Client Designed by Phone. (9191661-635] Crown Castle JLW FAX. (919)661-6350 Tower Section Geometr cont'd Tower Leg Diagonal Top Girt Bottom Gin Mid Girt Long Horizontal Shon 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 Tl 0.000 I 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0 75 0.000 0.75 0.000 0.75 190.000-180.0 00 'I`2 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 180.000-160.0 00 T3 0.000 1 0.000 0 75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 160.000-140.0 00 T4 0.000 1 0.000 0 75 0.000 0.75 0.000 0 75 0.000 0.75 0.000 0.75 0.000 0.75 140.000-120.0 00 TS 0.000 1 0.000 0.75 0.000 0 75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.75 120.000-113.3 33 T6 0.000 1 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0 75 0.000 0 75 0.000 0.75 1 13 333-106.6 67 T7 0.000 1 0.000 0.75 0.000 0 75 0.000 0.75 0.000 0.75 0.000 0.�5 0.000 0.75 106.667-100.0 00 T8 0.000 1 0.000 0.75 0.000 0 75 0.000 0.75 0.000 0 75 0.000 0.;'S 0.000 0 75 100.000-80.00 O E T9 0.000 1 0.000 0.75 0.000 0.75 0.000 0 75 0.000 OJS 0.000 0 75 0.000 0.75 80.000-70.000 T10 0.000 1 0.000 0.75 0.000 0.75 0.000 0 75 0.000 0.75 0.000 0?5 0.000 0.75 70.000-60.000 T]1 0.000 1 0.000 0 75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0.'�5 0.000 0 75 60.000-40.000� T12 0.000 1 0.000 0.75 0.000 0.75 0.000 0 75 0.000 0.75 0.000 0."75 0.000 0.75 40.000-30.000 T13 0.000 1 0.000 0 75 0.000 0.75 0.000 0.75 0.000 0.75 0.000 0."75 0.000 0 75 30.000-20.000 T14 0.000 1 0.000 0.75 0.000 0.75 0.000 0 75 0.000 0.75 0.000 0.']5 0.000 0.75 20.000-0.000 Tower Section Geometry (cont'd) Job Page ��r Pasco County(VS) (BU 826548) 7 of 30 Project Date Tower Engineering TEP No. 48167.7359 14.45:23 07/26/13 Professionals 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone. (919)661-6351 Crown Cast�e JLW FAX. (919)661-6350 Tower Leg Leg Diagonal Top Girt Bottom Gin Mid Gin Long HorrZOnta[ Shon Hori�onral Elevation Connection ft Type Bolt Si;,e No. Bolt Si;,e No. Bolt Size No. Bolt Si�e No. Bolt Si;,e No. Bolt Size No. Bolt Si�e No. in in in in in in in Tl Flange 0.750 4 0.500 2 0.500 1 0.625 0 0.625 0 0.625 0 0.625 0 190.000-180.0 A325N A325N A325N A325N A325N A325N A325N 00 'I`2 Flange 0.875 4 0.500 2 0.500 1 0.625 0 0.625 0 0.625 0 0.625 0 180.000-160.0 A325N A325N A325N A325N A325N A325N A325N 00 T3 Flange 1.000 6 0.750 1 0 750 I 0.000 0 0.625 0 0.625 0 0.625 0 160.000-140.0 A325N A325X A325N A325N A325N A325N A325N 00 T4 Flange 1.500 4 0.625 2 0.625 1 0.625 0 0.625 0 0.625 0 0.625 0 140.000-120.0 A325N ' A325N A325N A325N A325N A325N A325N 00 TS Flange 1.500 0 0.625 2 0.625 1 0.000 0 0.625 0 0.625 0 0.625 0 120.000-113.3 A325N � A325N A325N A325N A325N A325N A325N 33 T6 F7ange 1.500 0 0.625 2 0.625 0 0.000 0 0.625 0 0.625 0 0.625 0 1 1 3 33 3-106.6 A325N A325N A325N A325N A325N A325N A325N 67 T'7 Flange 1.500 6 0.625 2 0.625 0 0.625 0 0.625 0 0.625 0 0.625 0 106.667-100.0 A325N � A325X A325N A325N A325N A325N A325N 00 T8 Flange 1.500 6 OJ50 2 0.750 1 0.625 0 0.625 0 0.625 0 0.625 0 100.000-80.00 A325N A325N A325N A325N A325N A325N A325N 0 T9 Flange 1.500 0 0.625 2 0.625 1 0.000 0 0.625 0 0.625 0 0.625 0 80.000-70.000 A325N A325N A325N A325N A325N A325N A325N T10 Flange 1.500 6 0.625 2 0.625 0 0.625 0 0.625 0 0.625 0 0.625 0 70.000-60.000 A325N A325X A325N A325N A325N A325N A325N Tl l F7ange 1.500 6 0.750 2 0 750 1 0.625 0 0.625 0 0.625 0 0.625 0 60.000-40.000 A325N j A325N A325N A325N A325N A325N A325N T12 F7ange 1.500 0 0.750 2 OJ50 1 0.000 0 0.625 0 0.625 0 0.625 0 40.000-30.000 A325N A325N A325N A325N A325N A325N A325N T13 Flange 1.500 6 0.750 2 0.625 0 0.625 0 0.625 0 0.625 0 0.625 0 30.000-20.000 A325N � A325X A325N A325N A325N A325N A325N T14 Flange 0.000 0 0.750 2 0 750 1 0.625 0 0.625 0 0.625 0 0.625 0 20.000-0.000 A36 A325N A325N A325N A325N A325N A325N Feed Line/Linear A urtenances - Entered As Round Or Fiat Description Face Allow Companent Placement Face Latera! # # Clear Width or Perimeter Weight or Shield Type Offset Offset Per Spacing Diameter Leg ft in (Frac FW) Row in in in klf ***Face A *** LDF"1-SOA(1- A No Ar(CaAa) 150.000-0.000 0.000 0.45 9 5 0.750 1.980 0.001 5/8") 0.500 Feedline A No Af(CaAa) 150.000-0.000 0.000 0.45 1 1 3.000 3.000 0.008 Ladder(,A� *** LCF158-50JL( A No Ar(CaAa) 160.000-0.000 0.000 -03 12 12 0.750 1.980 0.001 I 5/8") 0.500 Feedline A No Af(CaAa) 160.000-0.000 0.000 -03 1 1 3.000 3.000 0.008 Ladder(Afl x** Job Page ��r Pasco County (VS) (BU 826548) 8 of 30 Project Date Tower Engineering TEP No. 48167.7359 14:45:23 07/26/13 Professionals 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone. (919)661-6351 Crown Castle JLW FAX. (919)661-6350 Description Face Allow Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield Type Offset Offset Per Spacing Diameter �g ft in (Frac FW) Row in in in klf *** ***Face B *** ATCB-BO1(5/ B No Ar(CaAa) 171.000-0.000 2.500 -0.28 3 3 0.315 0.315 0.000 16) LDF7-SOA(1- B No Ar(CaAa) 171.000-0.000 0.000 -0.3 19 12 0.750 1.980 0.001 5/8") 0.500 7710A(25/32") B No Ar(CaAa) 171.000-0.000 2.500 -0.27 1 1 0.770 0.770 0.000 9114(3/8") B No Ar(CaAa) 171.000-0.000 2.500 -0.26 2 2 0.750 0.750 0.000 Feedline B No Af(CaAa) 171.000-0.000 0.000 -0.3 1 1 3.000 3.000 0.008 L,adder(Af1 *** *** ***Face C *** LDF7-50A(1- C No Ar(CaAa) 140.000-0.000 0.000 0.45 6 6 0 750 1.980 0.001 5/8") 0.500 Feedline C No Af(CaAa) 140.000-0.000 0.000 0.45 1 1 3.000 3.000 0.008 Iadder(A� *** LDF7-SOA(1- C No Ar(CaAa) 190.000-0.000 0.000 0 14 14 0.750 1.980 0.001 5�g�� 0.500 Feedline C No Af(CaAa) 190.000-0.000 0.000 0 1 1 3.000 3.000 0.008 Ladder(A� *** Safety Line B No Ar(CaAa) 190.000-0.000 -8.000 0.45 1 1 0.375 0375 0.000 3/8 Thin F7a[Bar B No Af(CaAa) 190.000-0.000 -8.000 0.45 1 1 2.000 2.000 0.004 Climbing Ladder *** Thin F1at Bar B No Af(CaAa) 190.000-184.000 24.000 0 1 1 2.000 2.000 0.004 Climbing L.adder *** Feed Line/Linear A urtenances - Entered As Area Description Face Allow Component Placement Total CaA,� Weight or Shield Type Number Leg f� �� klf �� *** *** *** *** Feed Line/Linear A urtenances Section Areas Tower Tower Face AR AF CnAa Caf1n Weight Section Elevation !n Face Out Face h f� h` f� �" K Tl 190.000-180.000 A 0.000 0.000 0.000 0.000 0.000 B 0.000 0.000 5 708 0.000 0.066 Job Page �� Pasco County (VS) (BU 826548) 9 of 30 Project Date Tower Engineering TEP No 48167.7359 14:45:23 07/26/13 Professionals 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone. (919)661-6351 Crown Castle JLW FAX. (919)661-6350 Tower Tower Face AR AF CAAA CaAA Weight Section Elevation In Face Out Face fr f�" f� f� f� K C 0.000 0.000 32.720 0.000 0.199 T2 180.000-160.000 A 0.000 0.000 0.000 0.000 0.000 B 0.000 0.000 57.835 0.000 0354 C 0.000 0.000 65 440 0.000 0398 T3 160.000-140.000 A 0.000 0.000 80.340 0.000 0.451 B 0.000 0.000 99.087 0.000 0.574 C 0.000 0.000 65.440 0.000 0398 T4 1�0.000-120.000 A 0.000 0.000 103160 0.000 0.608 B 0.000 0.000 99.087 0.000 0.574 C 0.000 0.000 99.200 0.000 0.664 TS 120.000-113333 A 0.000 0.000 34387 0.000 0.203 B 0.000 0.000 33.029 0.000 0.191 C 0.000 0.000 33.067 0.000 0.221 T6 113.333-106.667 A 0.000 0.000 34.387 0.000 0.203 B 0.000 0.000 33.029 0.000 0.191 C 0.000 0.000 33.067 0.000 0.221 T7 106.667-100.000 A 0.000 0.000 34.387 0.000 0.203 B 0.000 0.000 33.029 0.000 0191 C 0.000 0.000 33.067 0.000 0.221 T8 100.000-80.000 A 0.000 0.000 103160 0.000 0.608 B 0.000 0.000 99.087 0.000 0.574 C 0.000 0.000 99.200 0.000 0.664 T9 50.000-70.000 A 0.000 0.000 51.580 0.000 0.304 B 0.000 0.000 49.543 0.000 0.287 C 0.000 0.000 49.600 0.000 0.332 T10 70.000-60.000 A 0.000 0.000 51.580 0.000 0304 B 0.000 0.000 49.543 0.000 0.287 C 0.000 0.000 49.600 0.000 0.332 Tll 60.000-40.000 A 0.000 0.000 103.160 0.000 0.608 B 0.000 0.000 99.087 0.000 0.574 C 0.000 0.000 99.200 0.000 0.664 T12 40.000-30.000 A 0.000 0.000 51.580 0.000 0304 B 0.000 0.000 49.543 0.000 0.287 C 0.000 0.000 49.600 0.000 0.332 T13 30.000-20.000 A 0.000 0.000 51.580 0.000 0.304 B 0.000 0.000 49.543 0.000 0.287 C 0.000 0.000 49.600 0.000 0.332 TI4 20.000-0.000 A 0.000 0.000 103160 0.000 0.608 B 0.000 0.000 99.087 0.000 0.574 C 0.000 0.000 99.200 0.000 0.664 Feed Line Center of Pressure Section Elevation CPx CPZ CPx CPz Ice Ice fr in in in in Tl 190.000-180.000 1.069 4.579 1737 5154 'I'2 180.000-160.000 1367 0.141 1.695 0.416 T3 160.000-140.000 -0.975 -2.035 -1.007 -2.091 T4 140.000-120.000 -2.322 -2.007 -2.619 -2.037 TS 120.000-113.333 -2.484 -2.146 -2.799 -2.180 T6 113.333-106.667 -2.695 -2326 -3.035 -2364 T7 106.667-100.000 �.810 -2.425 -3 163 <.465 T8 100.000-80.000 -2.956 -2.550 -3325 -2.594 T9 80.000-70.000 -3 130 -�.699 -3.518 -2J47 T10 70.000-60.000 -3 425 -2.952 -3.848 -3.005 Tll 60.000-40.000 -3.521 -3.034 3.954 -3.090 T12 40.000-30.000 -3.668 -3160 -4118 -3.219 Job Page ��A�� Pasco County (VS) (BU 826548) 10 of 30 Project Date Tower Engineering TEP No. 48167 7359 14:4523 07/26/13 Professionals 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone. (919)661-635! Crown Castle JLW FAX. (919)661-6350 Section Elevation CP,X CPZ CPx CPZ Ice Ice f� in in in in T13 30.000-20.000 -4.005 -3 449 -4 494 -3.515 T14 20.000-0.000 -4.090 -3.521 -4.588 -3.589 Shieldin Factor Ka Tower Feed Line Description Feed Line Ka K„ Secrion Record No. Se ment Elev No Ice /ce T] 23 LDF7-50A(1-5/8") 180.00- 0.6000 0.6000 190.00 Tl 2�3 Feedline Ladder(Afl 180.00- 0.6000 0.6000 190.00 Tl 26 Safety Line 3/8 180.00- 0.6000 0.6000 190.00 Tl 27 Thin Flat Bar Climbing 180.00- 0.6000 0.6000 Ladder 190.00 Tl 29 Thin F1at Bar Climbing 184.00- 0.6000 0.6000 Ladder 190.00 T2 11 ATCB-BO1(5/16) 160.00- 0.6000 0.6000 171.00 T2 12 LDFI-SOA(1-5/8") 160.00- 0.6000 0.6000 171.00 T2 13 7710A(25/32") 160.00- 0.6000 0.6000 171.00 T2 14 9114(3/8") 160.00- 0.6000 0.6000 171.00 T2 16 Feedline Ladder(A� 160.00- 0.6000 0.6000 17].00 T2 23 LDF7-SOA(1-5/8") 160.00- 0.6000 0.6000 180.00 T2 2�} Feedline Ladder(A� 160.00- 0.6000 0.6000 180.00 T2 26 Safety Line 3/8 160.00- 0.6000 0.6000 180.00 T2 27 Thin F7at Bar Climbing 160.00- 0.6000 0.6000 Ladder 180.00 T3 3 LDF7-50A(1-5/8") 140.00- 0.6000 0.6000 150.00 T3 4 Feedline Ladder(A� 140.00- 0.6000 0.6000 150.00 T3 6 LCF158-SOJL( 1 5/8") 140.00- 0.6000 0.6000 160.00 T3 7 Feedline Ladder(Af� 140.00- 0.6000 0.6000 160.00 T3 11 ATCB-BO1(5/16) 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 7710A(25/32") 140.00- 0.6000 0.6000 160.00 T3 14 9ll4(3/8") 140.00- 0.6000 0.6000 160.00 T3 16 Feedline Ladder(Afl 140.00- 0.6000 0.6000 160.00 T3 23 LDF7-50A(I-5/8") 140.00- 0.6000 0.6000 160.00 Job Page ��r Pasco County (VS) (BU 826548) 11 of 30 Project Date Tower Engineering TEP No. 48167.7359 14'45:23 07/26/13 Professionals 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Pnone:�919�66�-63s1 Crown Castle JLW FAX. (919)661-6350 Tower Feed Line Description Feed Line Ka Ka Section Record No. Se ment Efev No!ce Ice T3 24 Feedline Ladder(Afl 140.00- 0.6000 0.6000 160.00 T3 26 Safety Line 3!8 140.00- 0.6000 0.6000 160.00 T3 27 Thin F7at Baz Climbing 140.00- 0.6000 0.6000 Ladder 160.00 T4 3 LDF7-50A(1-5/8") 120.00- 0.6000 0.6000 140.00 T4 4 Feedline Ladder(A� 120.00- 0.6000 0.6000 140.00 T4 6 LCF158-SOJL( 1 5/8") 120.00- 0.6000 0.6000 140.00 T4 7 Feedline Ladder(Afl 120.00- 0.6000 0.6000 140.00 T4 11 ATCB-BO1(5/16) 120.00- 0.6000 0.6000 140.00 T4 12 LDF7-SOA(1-5/8") 120.00- 0.6000 0.6000 140.00 T4 13 7710A(25/32") 120.00- 0.6000 0.6000 140.00 T4 I-} 911�(3/8") 120.00- 0.6000 0.6000 140.00 T4 16 Feedline Ladder(A� 120.00- 0.6000 0.6000 140.00 T4 20 LDF7-SOA(1-5/8") 120.00- 0.6000 0.6000 140.00 T4 21 Feedline Ladder(Afl 120.00- 0.6000 0.6000 140.00 T4 23 LDF7-SOA(1-5/8") 120.00- 0.6000 0.6000 140.00 T4 24 Feedline Ladder(Afl 120.00- 0.6000 0.6000 140.00 T� 26 Safety Line 3/8 120.00- 0.6000 0.6000 140.00 T4 27 Thin F7at Bu Climbing 120.00- 0.6000 0.6000 Ladder 140.00 TS 3 LDF7-SOA(1-5/8") 113.33- 0.6000 0.6000 120.00 TS 4 Feedline Ladder(A� 11333- 0.6000 0.6000 120.00 TS 6 LCF158-SOJL( 1 5/8") 11333- 0.6000 0.6000 120.00 TS 7 Feedline Ladder(Afl 11333- 0.6000 0.6000 120.00 T5 11 ATCB-BOl(5/16) 113.33- 0.6000 0.6000 120.00 TS 1� LDF7-SOA(1-5/8") 113.33- 0.6000 0.6000 120.00 TS 13 7710A(25/32") 113.33- 0.6000 0.6000 120.00 TS 14 9114(3/8") 113.33- 0.6000 0.6000 120.00 TS 16 Feedline Ladder(A� 113.33- 0.6000 0.6000 120.00 TS 20 LDF7-SOA(1-5/8") 113.33- 0.6000 0.6000 120.00 TS 21 Feedline Ladder(A� 113.33- 0.6000 0.6000 120.00 TS 23 LDF7-SOA(1-5/8") 11333- 0.6000 0.6000 120.00 TS 24 Feedline Ladder(A� 11333- 0.6000 0.6000 120.00 Job Page ��r Pasco County(VS) (BU 826548) 12 of 30 Project Date Tower Engineering 14:45:23 07/26/13 Professionals TEP No. 48167.7359 3703 Junciion Blvd. Raleigh,NC27603 Client Designed by Phone. (919)661-6351 Crown Castle JLW FAX. (9191661-6350 Tower Feed Line Description Feed Line Ka Ka Section Record No. Se ment Elev No/ce !ce TS 26 Safety Line 3/8 11333- 0.6000 0.6000 120.00 TS 27 Thin F7at Bar Climbing 113.33- 0.6000 0.6000 Ladder 120.00 T6 3 LDF7-SOA(1-5/8") 106.67- 0.6000 0.6000 11333 T6 � Feedline Ladder(A� 106.67- 0.6000 0.6000 11333 T6 6 LCF158-SOJL,( 1 5/8") 106.67- 0.6000 0.6000 113.33 T6 7 Feedline Ladder(Afl 106.67- 0.6000 0.6000 113.33 T6 11 ATCB-BO1(5/16) 106.67- 0.6000 0.6000 I 1333 T6 12 LDF7-50A(i-5/8") 106.67- 0.6000 0.6000 113.33 T6 13 7710A(25l32") 106.67- 0.6000 0.6000 113.33 T6 14 9114(3/8") 106.67- 0.6000 0.6000 11333 T6 16 Feedline Ladder(At) 106.67- 0.6000 0.6000 11333 T6 20 LDF7-SOA(1-5/8") 106.67- 0.6000 0.6000 11333 T6 21 Feedline Ladder(A� 106.67- 0.6000 0.6000 11333 T6 23 LDF7-50A(1-5/8") 106.67- 0.6000 0.6000 113.33 T6 24 Feedline L.adder(A� 106.67- 0.6000 0.6000 11333 T6 26 Safety Line 3!8 106.67- 0.6000 0.6000 11333 T6 27 Thin F7at Bar Climbing 106.67- 0.6000 0.6000 C.adder 113.33 T7 3 LDF7-SOA(1-5/8") 100.00- 0.6000 0.6000 106.67 T7 4 Feedline Ladder(AY� 100.00- 0.6000 0.6000 106.67 T7 6 LCF158-SOJL( 1 5/8") 100.00- 0.6000 0.6000 106.67 T7 7 Feedline Ladder IA� 100.00- 0.6000 0.6000 106.67 T7 11 ATCB-BOl(5/16) 100.00- 0.6000 0.6000 106.67 T7 12 LDF7-SOA(1-5/8") 100.00- 0.6000 0.6000 106.67 T7 13 7710A(25/32") 100.00- 0.6000 0.6000 106.67 T7 1� 911d(3/8") 100.00- 0.6000 0.6000 106.67 T7 16 Feedline Ladder(A� 100.00- 0.6000 0.6000 106.67 T7 20 LDF"7-50A(1-5/8") 100.00- 0.6000 0.6000 106.67 T7 21 Feedline Ladder(A� 100.00- 0.6000 0.6000 106.67 T7 23 LDF"1-SOA(1-5/8") 100.00- 0.6000 0.6000 106.67 T7 2� Feedline Ladder(Afl 100.00- 0.6000 0.6000 106.67 T7 26 Safety Line 3/8 100.00- 0.6000 0.6000 106.67 Job Page �� Pasco County(VS) (BU 826548) 13 of 30 Project Date Tower Engineering TEP No 48167.7359 14.45:23 07/26/13 Professionals 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone. (919)661-6351 Crown Castle JLW FAX. (9l9)661-6350 Tower Feed Line Description Feed Line Ka Ka Section Record No Segment Elev No Ice Ice T"7 27 Thin F7at Bar Climbing 100.00- 0.6000 0.6000 C.adder 106.67 T8 3 LDF7-SOA(1-5/8") 80.00-100.00 0.6000 0.6000 T8 4 Feedline L,adder(Afl 80.00-100.00 0.6000 0.6000 T8 6 LCF158-50JL(1 5/8") 80.00-100.00 0.6000 0.6000 T8 7 Feedline Ladder(A� 80.00-100.00 0.6000 0.6000 T8 11 ATCB-B01(5/16) 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 7710A(25/32") 80.00-100.00 0.6000 0.6000 T8 14 9114(3/8") 80.00-100.00 0.6000 0.6000 T8 16 Feedline Ladder(A� 80.00-100.00 0.6000 0.6000 T8 20 LDF7-SOA(1-5/8") 80.00-100.00 0.6000 0.6000 T8 21 Feedline Ladder(Afl 80.00-100.00 0.6000 0.6000 T8 23 LDF7-SOA(1-5/8") 80.00-100.00 0.6000 0.6000 T8 24 Feedline Ladder(A� 80.00-100.00 0.6000 0.6000 T8 26 Safety Line 3/8 80.00-100.00 0.6000 0.6000 Tg 27 Thin F7at Baz Climbing 80.00-100.00 0.6000 0.6000 Ladder T9 3 LDF7-50A(1-5/8") 70.00-80.00 0.6000 0.6000 T'9 4 Feedline Ladder(A� 70.00-80.00 0.6000 0.6000 T9 6 LCF158-SOJL(1 5/8") 70.00-80.00 0.6000 0.6000 T9 7 Feedline Ladder(A� 70.00-80.00 0.6000 0.6000 'C9 11 ATCB-BO1(5/16) 70.00-80.00 0.6000 0.6000 T9 12 LDF7-SOA(1-5/8") 70.00-80.00 0.6000 0.6000 T9 13 7710A(25/32") 70.00-80.00 0.6000 0.6000 T9 14 9ll4(3/8") 70.00-80.00 0.6000 0.6000 T9 16 Feedline Ladder(A� 70.00-80.00 0.6000 0.6000 T9 20 LDF7-SOA(I-5/8") 70.00-80.00 0.6000 0.6000 T9 21 Feedline Ladder(A� 70.00-80.00 0.6000 0.6000 T9 23 LDF7-SOA(1-5/8") 70.00-80.00 0.6000 0.6000 T9 24 Feedline Ladder(A� 70.00-80.00 0.6000 0.6000 T9 26 Safety Line 3/8 70.00-50.00 0.6000 0.6000 T9 27 Thin Flat Bar Climbing 70.00-80.00 0.6000 0.6000 Iadder T10 3 LDF7-SOA(1-5l8") 60.00-70.00 0.6000 0.6000 T10 4 Feedline Ladder(Afj 60.00-70.00 0.6000 0.6000 T10 6 LCF158-SOJL( 1 5/8") 60.00-70.00 0.6000 0.6000 T10 7 Feedline Ladder(Afl 60.00-70.00 0.6000 0.6000 T10 11 ATCB-BO1(5/16) 60.00-70.00 0.6000 0.6000 TIO 12 LDF7-SOA(1-5/8") 60.00-70.00 0.6000 0.6000 T10 13 7710A(25/32") 60.00-70.00 0.6000 0.6000 T10 14 9114(3/8") 60.00-70.00 0.6000 0.6000 T10 16 Feedline Ladder(Afj 60.00-70.00 0.6000 0.6000 T10 20 LDF7-SOA(1-5/8") 60.00-70.00 0.6000 0.6000 T10 21 Feedline Ladder(Afl 60.00-70.00 0.6000 0.6000 T10 23 LDF7-SOA(1-5/8") 60.00-70.00 0.6000 0.6000 T10 24 Feedline Ladder(A� 60.00-70.00 0.6000 0.6000 T10 26 Safety Line 3/8 60.00-70.00 0.6000 0.6000 T10 27 Thin F1at Bar Climbing 60.00-70.00 0.6000 0.6000 [.adder Tl 1 3 LDF7-SOA(1-5/8") 40.00-60.00 0.6000 0.6000 Tl l 4 Feedline Ladder(A� 40.00-60.00 0.6000 0.6000 TI 1 6 LCF158-SOJL(1 5/8") 40.00-60.00 0.6000 0.6000 Tl l 7 Feedline Ladder(Afl 40.00-60.00 0.6000 0.6000 Tl l 11 ATCB-BO1(5/16) 40.00-60.00 0.6000 0.6000 Tl l 12 LDF7-SOA(1-5/8") 40.00-60.00 0.6000 0.6000 Tl l 13 7710A(25/32") 40.00-60.00 0.6000 0.6000 Tl l 14 9114(3/8") 40.00-60.00 0.6000 0.6000 Tl I 16 Feedline Ladder(Afl 40.00-60.00 0.6000 0.6000 Tll 20 LDF"1-SOA(1-5/8") 40.00-60.00 0.6000 0.6000 Ti l 21 Feedline Ladder(Afl 40.00-60.00 0.6000 0.6000 Tl l 23 LDF7-50A(1-5/8") 40.00-60.00 0.6000 0.6000 Job Page ��1�� Pasco County (VS) (BU 826548) 14 of 30 Project Date Tower Engineering TEP No 48167.7359 14.45:23 07/26/13 Professionals 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone. (919)661-6351 Crown Castle JLW FAX. (919)661-6350 Tower Feed Line Description Feed Line Ka Ka Section Record No. Se ment Elev No Ice Ice TI 1 24 Feedline Ladder(A� 40.00-60.00 0.6000 0.6000 Tl l 26 Safety Line 3/8 40.00-60.00 0.6000 0.6000 Tl l 27 T'hin F7at Bar Climbing 40.00-60.00 0.6000 0.6000 Ladder T12 3 LDF7-50A(1-5/8") 30.00-40.00 0.6000 0.6000 Tl2 4 Feedline Ladder(A� 30.00-40.00 0.6000 0.6000 T12 6 LCF158-50JL(1 5!8") 30.00-40.00 0.6000 0.6000 T12 7 Feedline Ladder(Afl 30.00-40.00 0.6000 0.6000 T12 11 ATCB-BO1(5/16) 30.00-40.00 0.6000 0.6000 T12 12 LDF7-50A(1-5/8") 30.00-40.00 0.6000 0.6000 TI2 13 7710A(25/32") 30.00-40.00 0.6000 0.6000 T12 14 9114(3/8") 30.00-40.00 0.6000 0.6000 T12 16 Feedline Ladder(A� 30.00-40.00 0.6000 0.6000 T12 20 LDF7-SOA(1-5/8") 30.00-40.00 0.6000 0.6000 T12 21 Feedline Ladder(Afl 30.00-40.00 0.6000 0.6000 T12 23 LDF7-SOA(1-5/8") 30.00-40.00 0.6000 0.6000 T12 24 Feedline Ladder(Afl 30.00-40.00 0.6000 0.6000 T12 26 Safety Line 3/8 30.00-40.00 0.6000 0.6000 T12 27 Thin Flat Bar Climbing 30.00-40.00 0.6000 0.6000 Ladder T13 3 LDF7-SOA(1-5/8") 20.00-30.00 0.6000 0.6000 T13 4 Feedline Ladder(A� 20.00-30.00 0.6000 0.6000 T13 6 LCFI58-SOJL(1 5/8") 20.00-30.00 0.6000 0.6000 T13 7 Feedline Ladder(A� 20.00-30.00 0.6000 0.6000 T13 11 ATCB-BO1(5/16) 20.00-30.00 0.6000 0.6000 T13 12 LDF7-SOA(1-5/8") �0.00-30.00 0.6000 0.6000 TI3 13 7710A(25/32") 20.00-30.00 0.6000 0.6000 T13 14 9114(3/8") 20.00-30.00 0.6000 0.6000 T13 16 Feedline Ladder(A� 20.00-30.00 0.6000 0.6000 T13 20 LDF"7-SOA(1-5/8") 20.00-30.00 0.6000 0.6000 T13 21 Feedline Ladder(A� 20.00-30.00 0.6000 0.6000 T13 23 LDF7-SOA(1-5/8") 20.00-30.00 0.6000 0.6000 T13 24 Feedline Ladder(A� 20.00-30.00 0.6000 0.6000 Tl3 26 Safety Line 3/8 20.00-30.00 0.6000 0.6000 T13 27 Thin F7at Baz Climbing 20.00-30.00 0.6000 0.6000 Ladder T14 3 LDF"1-50A(1-5/8") 0.00-20.00 0.6000 0.6000 T14 4 Feedline Ladder(A� 0.00-20.00 0.6000 0.6000 Tl� 6 LCF158-SOJL( 1 5/8") 0.00-20.00 0.6000 0.6000 Tl� 7 Feedline L,adder(A� 0.00-20.00 0.6000 0.6000 T14 1 l ATCB-BO1(5/16) 0.00-20.00 0.6000 0.6000 T14 12 LDF7-SOA(1-5/8") 0.00-20.00 0.6000 0.6000 T14 13 7710A(25/32") 0.00-20.00 0.6000 0.6000 T14 14 911�(3/8") 0.00-20.00 0.6000 0.6000 T14 16 Feedline Ladder(Afl 0.00-20.00 0.6000 0.6000 Tl4 20 LDF7-SOA(I-5/8") 0.00-20.00 0.6000 0.6000 T14 21 Feedline Ladder IA� 0.00-20.00 0.6000 0.6000 T14 23 LDF7-50A(1-5/8") 0.00-20.00 0.6000 0.6000 T14 24 Feedline Ladder(Afl 0.00-20.00 0.6000 0.6000 T14 26 Safety Line 3/8 0.00-20.00 0.6000 0.6000 T14 27 Thin Flat Bu Climbing 0.00-20.00 0.6000 0.6000 Ladder Discrete Tower Loads Job Page �'�'�Q11A�1" Pasco County(VS) (BU 826548) 15 of 30 Project Date Tower Engineering TEP No. 48167.7359 14:45:23 07/26/13 Professionals 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone. (919)661-6351 Crown Castle JLW FAX. (919)661-6350 Descripaon Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or T}pe Hor� Adjustment Front Side Leg I.ateral Vert ft � � f� � K ft ^�t (3)CMA-BDHH/6521/EO-6 A From 4.000 0.000 190.000 No Ice 11.884 6.944 0103 w/Mount Pipe Centroid-Fa 1.000 ce 4.000 (3)CMA-BDHH/6521/EO-6 B From 4.000 0.000 190.000 No Ice 11.884 6.944 0 103 w/Mount Pipe Centroid-Fa 1.000 ce 4.000 (3)CMA-BDHH/6521/EO-6 C From 4.000 0.000 190.000 No Ice 11.884 6.944 0.103 w/Mount Rpe Centroid-Fa 1.000 ce 4.000 (3)ECC1920-VPUB A From 4.000 0.000 190.000 No Ice 0.539 0.192 0.008 Centroid-Fa 1.000 ce 4.000 (3)ECC1920-VPUB B From 4.000 0.000 190.000 No Ice 0.539 0.19� 0.008 Centroid-Fa 1.000 ce 4.000 (3)ECC1920-VPUB C From 4.000 0.000 190.000 No Ice 0.539 0.192 0.008 Centroid-Fa 1.000 ce 4.000 FRIE A From 4.000 0.000 190.000 No Ice 4 128 1 112 0.055 Centroid-Fa -7.000 ce 4.000 FRIE B From 4.000 0.000 190.000 No Ice 4 128 1 112 0.055 Centroid-Fa 7.000 ce 4.000 FXFB A From 4.000 0.000 190.000 No Ice 4 128 1 123 0.055 Centroid-Fa -7.000 ce 4.000 FXFB B From 4.000 0.000 190.000 No Ice 4 128 1 123 0.055 Centroid-Fa -7.000 ce 4.000 FXFB C From 4.000 0.000 190.000 No Ice 4 128 1 123 0.055 Centroid-Fa -7.000 ce 4.000 (3)FRIG A From 4.000 0.000 190.000 No Ice 2.793 1 103 0.057 Centroid-Fa 1.000 ce 4.000 (2)FRIG C From 4.000 0.000 190.000 No Ice 2.793 1 103 0.057 Centroid-Fa 4.000 ce 4.000 OVP DC1-48-60-0-15D A From �.000 0.000 190.000 Nolce 0.400 0309 0.005 Centroid-Fa 7.000 ce 4.000 (3)ETW190VS12UB B From 4.000 0.000 190.000 No Ice 0.664 0.367 0.015 Centroid-Fa 0.000 ce 4.000 ETW190VSi2UB C From 4.000 0.000 190.000 No Ice 0.664 0.367 0.015 Centroid-Fa -7.000 ce 4.000 T x 2"Pipe Mount A From 4.000 0.000 190.000 No Ice 1.663 1.663 0.026 Centroid-Fa -3.000 ce 2.000 T x 2"Pipe Mount B From 4.000 0.000 190.000 No Ice 1.663 1.663 0.026 Centroid-Fa -3.000 ce 2.0� 7'x 2"Pipe Mount C From 4.000 0.000 190.000 No Ice 1.663 1.663 0.026 Centroid-Fa -3.000 ce 2.000 Job Page ��.�'��i��" Pasco County(VS) (BU 826548) 16 of 30 Project Date Tower Engineering TEP No. 48167 7359 14.45:23 07/26/13 Professionals 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone. (919)661-6351 Crown Castle JLW FAX. (919)661-6350 Description Face Offset Offsets: A:,imuth Placement CAAA CqAq Weight or Tvpe Hor� Adjustment Front Side Leg Lateral Vert ft o � f't' ft� K ft Platform Mount[LP 715-1] C None � 0.000 190.000 No Ice 44.210 44.210 1 775 ***** (4)DBXNH-6565B-R2M w/ A From Leg 4.000 -60.000 171.000 No Ice 8J29 7 160 0.080 Mount Pipe 0.000 4.000 (4)DBXNH-6565B-R2M w! B From Leg 4.000 -60.000 171.000 No Ice 8.729 7 16G 0.080 Moun[Pipe 0.000 4.000 (4)DBXNH-6565B-R2M w/ C From Leg 4.000 -60.000 171.000 No Ice 8.729 7 16(I 0.080 Mount Pipe 0.000 4.000 (3)ECC1920-VPUB A From L,eg 4.000 -60.000 171.000 No Ice 0.539 0 19� 0.008 -2.000 4.000 (3)ECC1920-VPUB B From Leg 4.000 -60.000 171.000 No Ice 0.539 0.19" 0.008 -1.000 4.000 (2)ECC1920-VPUB C From Leg 4.000 -60.000 171.000 No Ice 0.539 0.192 0.008 1.000 4.000 (4)FRIG A From Leg 4.000 -60.000 171.000 No Ice 2.793 1 103 0.057 0.000 4.000 FXFB A From C.eg 4.000 -60.000 171.000 No Ice 4 128 1 123 0.055 6.000 a.000 FXFB B From L.eg 4.000 -60.000 171.000 No Ice 4 128 1 123 0.055 2.000 4.000 FXFB C From Leg 4.000 -60.000 171.000 No Ice 4 128 1 123 0.055 -2.000 4.000 (2)FRIE B From Leg 4.000 -60.000 171.000 No Ice 4 128 1 I 12 0.055 -4.000 4.000 OVP_DC1-48-60-0-15D B From Leg 4.000 -60.000 171.000 No[ce 0 400 0309 0.005 -2.000 4.000 (4)ETW190VS12UB C From Leg 4.000 -60.000 171.000 No Ice 0.664 0367 0.015 0.000 4.000 Sector Mount[SM 104-3] C None 0.000 171.000 No Ice 30.020 30.020 0.953 ***** X7C-FI20-860 w/Mount A From Leg 4.000 -60.000 160.000 No Ice 13.914 10.943 0.096 Pipe 0.000 0.000 X7C-FRO-860 w/Mount B From Leg 4.000 0.000 160.000 No Ice 13.914 10.943 0.096 Pipe 0.000 0.000 X7GFR0-860 w/Mount C From Leg 4.000 -40.000 160.000 No Ice 13.914 10.943 0.096 Pipe 0.000 0.000 (2)CAP-FRO-656 w/Mou�t A From Leg 4.000 -60.000 160.000 No Ice 5.094 5.006 0.040 Pipe 0.000 0.000 (2)CAP-FRO-656 w/Mount B From Leg 4.000 0.000 160.000 No Ice 5.094 SA(K� 0.040 Pipe 0.000 Job Page �1��011��''�" Pasco County (VS) (BU 826548) 17 of 30 Project Date Tower Engineering TEP No 48167.7359 14.45:23 07/26/13 Professionals 3703 Junction Blvd. Raleigh.NC 27603 Client Designed by Phone. (919)661-6351 Crown Castle JLW FAX. (919)661-6350 Description Face Offset Offsets. Azimuth Placement C,�AA CqAA Weight or Type Hor� Adjustment Front Side Leg Lateral Vert � o ft f� fr� K ft r 0.000 (2)CAP-FRO-656 w/Mount C From Leg 4.000 -40.000 160.000 No Ice 5.094 SA06 0.040 p�Pe 0.000 0.000 Sector Mount[SM 602-3] C None 0.000 160.000 No Ice 33.110 33.110 1.541 ***** (2)950G65RCZE-M A From L.eg 2.000 0.000 150.000 No Ice 3.993 2.778 0.015 0.000 0.000 (2)950G65RCZE-M B From Leg 2.000 0.000 150.000 No Ice 3.993 �.778 0.015 0.000 0.000 (2)950G65RCZE-M C From Leg 2.000 0.000 150.000 No Ice 3.993 2.778 0.015 0.000 0.000 APXVERRI8-C w/Mount A From Leg 2.000 0.000 150.000 No Ice 8.498 6.946 0.076 Pipe 0.000 0.000 APXVERRI8-C w/Mount B From L.eg 2.000 0.000 150.000 No Ice 8.498 6.94fi 0.076 Pipe 0.000 0.000 APXVERRIB-C w/Mount C From Leg 2.000 0.000 150.000 No Ice 8.498 6.946 0.076 Pipe 0.000 0.000 (2)RRUS-11 1900MHz A From Leg �.000 0.000 150.000 No Ice 2.942 I 190 0.044 -3.000 0.000 (2)RRUS-11 1900MHz B From L,eg 2.000 0.000 150.000 No Ice 2.942 1 190 0.044 0.000 0.000 (2)RRUS-11 1900MHz C From Leg 2.000 0.000 150.000 No Ice 2.942 1 190 0.044 3.000 0.000 RRUS-11 800MHz A From L.eg 2.000 0.000 150.000 No Ice 2.942 1.521 0.054 6.000 0.000 RRUS-11 800MHz B From Leg 2.000 0.000 150.000 No Ice 2.942 1.521 0.054 0.000 0.000 RRUS-11 800MHz C From Leg 2.000 0.000 150.000 No Ice 2.942 1.521 0.054 -6.000 0.000 (4)ACU-A20-N A From Leg 2.000 0.000 150.000 No Ice 0.078 0.136 0.001 0.000 0.000 (3)ACU-A20-N B From Leg 2.000 0.000 150.000 No Ice 0.078 0 136 0.001 0.000 0.000 (2)ACU-A20-N C From Leg 2.000 0.000 150.000 No Ice 0.078 0.136 0.001 -3 000 0.000 (2)800 MHZ SMR A From L.eg 2.000 0.000 150.000 No Ice 0.274 0.292 0.013 -3.000 0.000 800 MHZ SMR B From Leg 2.000 0.000 150.000 No Ice 0.274 0.292 0.013 -6.000 0.000 Job Page ��A��p Pasco County (VS) (BU 826548) 18 of 30 Project Date Tower Engineering TEP No. 48167.7359 14:45:23 07/26/13 Professionals 3703 Junction Blvd. Raleigh,NC27603 Client Designed by Phone. (9191661-6351 Crown Castle JLW FAX. (919)661-6350 Description Face Offset Offsets. Azimuth Placement CAAA CAAA Weight or Type Hor; Adjustment Front Side Leg Lateral Ven ft ° ft fr` fr� K J't ft __......-----......-......-_..._�.,..._-...... _ ......-----.. RRUS A2 MODUL.E A From Leg 2.000 0.000 150.000 No Ice 1.867 0.423 0.021 6.000 0.000 RRUS A2 MODULE B From Leg 2.000 0.000 150.000 No Ice 1.867 0.42; 0.021 0.000 0.000 RRUS A2 MODULE C From Leg 2.000 0.000 150.000 No Ice 1.867 0.425 0.021 -6.000 0.000 Sector Mount[SM 402-3] C None 0.000 150.000 No Ice 18.910 18.910 0.851 ***** HB-X-AW-23-33-OOT A From L,eg 2.000 -60.000 140.000 No Ice 4.871 �.871 0.044 -6.000 0.000 HB-X-AW-23-33-OOT B From Leg 2.000 -60.000 140.000 No Ice 4.871 4.871 0.044 -6.000 0.000 HB-X-AW-23-33-OOT C From Leg 2.000 -60.000 140.000 No Ice 4.871 4.871 0.044 -6.000 0.000 Sector Mount[SM 402-3] C None 0.000 140.000 No Ice 18.910 18.910 0.851 **+** Load Combinations -� Comb Description No. - 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg-No Ice 3 0.9 Dead+1.6 Wind 0 deg-No Ice 4 1.2 Dead+1.6 Wind 30 deg-No Ice 5 0.9 Dead+1.6 Wind 30 deg-No Ice 6 1.2 Dead+l.b Wind 60 deg-No Ice 7 0.9 Dead+1.6 Wind 60 deg-No Ice 8 1.2 Dead+1.6 Wind 90 deg-No Ice 9 0.9 Dead+1.6 Wind 90 deg-No Ice 10 1.2 Dead+1.6 Wind 120 deg-No Ice 11 0.9 Dead+1.6 Wind 120 deg-No Ice 12 1.2 Dead+1.6 Wind 150 deg-No Ice 13 0.9 Dead+1.6 Wind 150 deg-No Ice 14 1.2 Dead+1.6 Wind 180 deg-No[ce 15 0.9 Dead+1.6 Wind 180 deg-No Ice 16 1.2 Dead+1.6 Wind 210 deg-No Ice 17 0.9 Dead+1.6 Wind 310 deg-No Ice 18 1.2 Dead+1.6 Wind 240 deg-No Ice 19 0.9 Dead+1.6 Wind 240 deg-No Ice 20 1.2 Dead+1.6 Wind 270 deg-No Ice 21 0.9 Dead+1.6 Wi�d 270 deg-No Ice 22 1.2 Dead+1.6 Wind 300 deg-No Ice 23 0.9 Dead+l.6 Wind 300 deg-No Ice 24 1?Dead+1.6 Wind 330 deg-No Ice Job Page ��Q��p Pasco County (VS) (BU 826548) 19 of 30 Project Date Tower Engineering TEP No 48167.7359 14:45:23 07/26/13 Professionals 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone. (9191661-6351 Crown Castle JLW FAX. (919)661-6350 Comb. Description No. 25 0.9 Dead+1.6 Wind 330 deg-No Ice 26 Dead+Wind 0 deg-Service 27 Dead+Wind 30 deg-Service 28 Dead+Wind 60 deg-Service 29 Dead+Wind 90 deg-Service 30 Dead+Wind 120 deg-Service 31 Dead+Wind 150 deg-Service 32 Dead+Wind 180 deg-Service 33 Dead+Wind 210 deg-Service 34 Dead+Wind 240 deg-Service 35 Dead+Wind 270 deg-Service 36 Dead+Wind 300 deg-Service 37 Dead+Wind 330 deg-Service Maximum Member Forces Section Elevation Component Condition Gov Axial Majort�.ris MinorfLcis No. ft Type Load Moment Moment Comb K ki ft kip ft Tl 190-180 Leg Max Tension 23 12.071 0.047 0.016 Max.Compression 10 -15.028 -0.062 -0.024 Max.Mx 20 -1.522 0.092 -0.007 Max.My 4 -1.605 -0.050 0.100 Max.Vy 8 �.838 0.000 0.000 Max.Vx 3 2.787 0.000 0.000 Diagonal Max Tension 20 4 147 0.000 0.000 Ma�c.Compression 8 -4 163 0.000 0.000 Max.Mx 10 3.575 0.012 -0.000 Max.My 20 -3.595 0.005 0.001 Max.Vy 10 -0.008 0.012 -0.000 Max.Vx 20 -0.000 0.008 0.001 Top Girt Max Tension ll 1.597 0.000 0.000 Max.Compression 22 -1.620 0.000 0.000 Max.Mx 2 -0.786 -0.058 0.000 Max.Vy 2 0.029 0.000 0.000 T2 180-160 Leg Max Tension 23 57?23 -0 169 -O.11 4 Max.Compression 10 -64.569 -0.626 -0.375 Max.Mx 8 -1.593 1.358 -0.016 Max.My 2 12.809 -0.146 -1.243 Max.Vy 8 1 794 -0.426 0.018 Max.Vx 2 -1.816 0.053 0.939 Diagonal Max Te�sion 21 8.641 0.000 0.000 Max.Compression 8 -8.700 0.000 0.000 Max.Mx 8 4.079 0.030 -0.002 Max.My 12 8.277 OA16 0.006 Max.Vy 8 -0.012 0.030 -0.002 Max.Vx 12 -0.001 0.000 0.000 Top Girt Max Tension 14 0.029 0.000 0.000 Max.Compression 1 0.000 0.000 0.000 Max.Mx 2 0.018 -0.058 0.000 Max.Vy 2 0.029 0.000 0.000 T3 160-140 Leg Max Tension 23 114 733 -1 199 -OA l7 Max.Compression 10 -128.241 0373 -0.005 Max.Mx 22 113.201 -1.212 -O.Ol8 Max.My 8 -5.668 -0.055 1 751 Max.Vy 22 -1 488 -0.640 -0.012 Max.Vx 20 -1 424 0.037 -0.121 Diagonal Max Teosion 25 1 I 734 0.000 0.000 Max.Compression 12 -12.151 0.000 OA00 Job Page �1�'�(��j' Pasco County(VS) (BU 826548) 20 of 30 Project Date Tower Engineering TEP No. 48167.7359 14:45:23 07/26/13 Professionals 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone. (919)661-6351 Crown Castle JLW FAX. (919)661-6350 Section Elevation Component Condition Gov Axial Major.��.xis MinorfLcis No. ft Tvpe Load Moment Momenr Comb. K kip-ft kip-ft_ Max.Mx 10 8.867 -O.119 0.024 Max.My 12 -9.871 0.031 -0.03� Max.Vy 10 0.039 -0.119 0.024 Max.Vx 12 0.007 0.000 0.000 Top Girt Max Tension 6 0 401 0.000 0.000 Max.Compression 19 -0.272 0.000 0.000 Max.Mx 2 0.253 -0.085 0.000 Max.My 2 -0.249 0.000 0.002 Max.Vy 2 0.043 0.000 0.000 Max.Vx 2 -0.001 0.000 0.000 T4 140-120 Leg Ma�c Tension �3 182.674 -1.226 0.003 Max.Compression 10 -202.020 2.678 0.00] Max.Mx 10 -202.020 2.678 0.00] Max.My 20 -9.675 -0.062 -2.584 Max.Vy 14 -0390 -0.224 -0.028 Max.Vx 8 -0.528 -0.048 2.OSi Diagonal Max Tension 25 13 143 0.000 0.000 Max.Compression 12 -13334 0.000 0.000 Max.Mx 10 10.939 0.068 -0.005 Max.My 24 -12.088 -0.016 -0.008 Max.Vy 10 -0.023 0.068 -0.005 Max.Vx 24 0.002 0.000 0.000 Top Girt Max Tension 22 2.890 0.000 0.000 Max.Compression 11 -2.518 0.000 0.000 Max.Mx 2 1.564 -0124 0.000 Max.My 2 -2.415 0.000 0.003 Max.Vy 2 0.051 0.000 0.000 Max.Vx 2 -0.001 0.000 0.000 TS 120-113333 Leg Ma�c Tension 23 205.067 -2.419 -0.002 Max.Compression 10 -226.348 1 159 -OA14 Max.Mx 10 -226.187 2.678 0.001 Max.My 24 -10.868 -0.048 2330 Max.Vy 10 0356 2.678 0.001 Max.Vx 20 0.451 -0.048 -2.329 Diagonal Max Tension 13 13.409 0.000 0.000 Max.Compression 12 -13.614 0.000 0.000 Max.Mx 22 11.684 0.067 0.002 Max.My 24 -13 498 -0.014 -0.009 Max.Vy 22 0.024 0.067 0.002 Ma�c.Vx 24 0.002 0.000 0.000 Top Girt Max Tension 22 2.345 0.000 0.000 Max.Compression 11 -2.090 0.000 0.000 Max.Mx 2 1.252 -0.197 0.000 Max.My 2 -2.022 0.000 0.005 Max.Vy 2 -0.069 0.000 0.000 Max.Vx 2 -0.002 0.000 0.000 T6 113333- Leg Ma�c Tension 23 227.661 -1?23 0.008 106.667 Max.Compression 10 -250.973 3 420 0.029 Max.Mx 22 225 119 -3.475 -O.O:i3 Max.My 20 -11.684 -0.079 -5.012 Max.Vy 11 -0 463 3 442 0.030 Max.Vx 20 0.530 -0.079 -5.O12 Diagonal Max Tension 12 13.645 0.000 0.000 Max.Compression 12 -13.530 0.000 0.000 Max.Mx 10 11.980 0.070 0.003 Max.My 18 -11 733 0.006 -0.004 Max.Vy 10 -0.024 0.070 OA03 Max.Vx 18 0.001 0.000 OA00 T7 106.667-100 Leg Max Tension 23 248.903 -3 453 -0.032 Max.Compression 10 -273.774 3 165 -0.012 Job Page ��'� Pasco County(VS) (BU 826548) 21 of 30 Project Date Tower Engineering TEP No. 48167 7359 14:45:23 07/26/13 Professionals 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone. (919)661-6351 Crown Castle JLW FAX. (919)661-6350 Section Elevation Component Condition Gov Azial MajorAxis MinorAxis No. ft Type Load Moment Mame�it Comb. K kip-ft kip ft Max.Mx 22 246395 -3.475 -0.033 Max.My 20 -11.964 -0.079 -5.01� Max.Vy 14 -0.243 -3 448 -0.003 Max.Vx 20 -1.080 -0.079 -5.012 Diagonal Ma�c Tension 17 14.909 0.000 0.000 Max.Compression 16 -15.230 0.000 0.000 Max.Mx 10 12.089 -0.153 0.016 Max.My 20 14.5�16 -0.133 0.022 Max.Vy 10 0.051 -0.153 0.016 Max.Vx 20 -0.004 0.000 0.000 T8 100-80 Leg Ma�c Tension 23 308.485 -2.465 0.001 Ma�c.Compression 10 -339.531 6.010 0.003 Max.Mx 10 -339.531 6.010 0.003 Max.My 20 -14.327 -0.388 -9 157 Max.Vy 10 -0.623 6.010 0.003 Max.Vx 20 -1.381 -0.388 -9 157 Diagonal Max Tension 16 17.845 0.000 0.000 Max.Compression 16 -18.016 0.000 0.000 Max.Mx 10 14 755 0 161 -0.017 Max.My 4 -16.204 -0.027 0.023 Max.Vy 10 -0.044 0.161 -0.017 Max.Vx 4 -0.004 0.000 0.000 Top Girt Max Tension 22 4 488 0.000 0.000 Max.Compression 11 -4 147 0.000 0.000 Max.Mx 2 2388 -0.259 0.000 Max.My 2 -4.046 0.000 0.005 Max.Vy 2 0.080 0.000 0.000 Max.Vx 2 -0.002 0.000 0.000 T9 80-70 Leg Max Tension 23 340.684 -5 145 -0.000 Max.Compression 10 -375.244 3.586 0.025 Max.Mx 10 -374.848 6.010 0.003 Max.My 20 -16318 -0.452 -12.446 Max.Vy 10 0 456 6.010 0.003 Max.Vx 20 1 711 -0.452 -12.4�36 Diagonal Max Tension 17 17.222 0.000 0.000 Max.Compression 16 -17 453 0.000 0.000 Max.Mx 22 14.846 0 158 0.005 Max.My � -17396 -0.017 0.025 Max.Vy 22 0.045 0 158 0.005 Max.Vx 4 -0.004 0.000 0.000 Top Girt Max Tension 22 4.554 0.000 0.000 Max.Compression 11 -4310 0.000 0.000 Max.Mx 2 2.436 -0.349 0.000 Max.My 2 -4.227 0.000 0.008 Max.Vy 2 0.095 0.000 0.000 Max.Vx 2 0.002 0.000 0.000 T10 70-60 Leg Max Tension 23 372.483 -4 185 -0.034 Max.Compression 10 -410.545 6.085 -0.018 Max.Mx 10 -410.545 6.085 -0.018 Max.My 20 -17.079 -0.452 -12.446 Max.Vy 10 -0.447 6.085 -O.Ol8 Max.Vx 20 -1 759 -0.452 -12.446 Diagonal Max Teosion 16 19.524 0.000 0.000 Max.Compression 16 -19.856 0.000 0.000 Max.Mx 10 15 771 -0348 0.058 Max.My 20 18.539 -0.297 0.0"11 Max.Vy 10 0.094 -0.348 0.058 Max.Vx 20 -0.009 0.000 OA00 Tl l 60-40 Leg Max Tension 23 435.862 -4308 0.005 Max.Compression 10 -482.179 8.7d0 -0.004 Max.Mx 10 -482.179 8.740 -0.004 Job Page �T��" Pasco County(VS) (BU 826548) 22 of 30 Project Date Tower Engineering TEP No. 48167.7359 14:45:23 07/26/13 Professionals 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone. (919)661-6351 Crown Castle �LW FAX. (919)661-6350 SecJion Elevation Component Condition Gov Axial Major�Lris MinorAxis No. ft Type Load Moment Moment Comb K kip-ft kip-ft Max.My 20 -20320 -0.574 -13.281 Max.Vy 10 -0.750 8.740 -0.004 Max.Vx 20 1.866 -0.574 -13?81 Diagonal Max Tension 16 20.567 0.000 O.00G Max.Compression 16 -20.792 0.000 0.000 Max.Mx 10 16.881 0.234 -0.020 Max.My 4 -18.391 0.015 0.02i Max.Vy 10 -0.069 0.234 -0.020 Max.Vx 4 -0.004 0.000 0.000 Top Girt Maac Tension 22 6?58 0.000 0.000 Max.Compression I 1 -5.898 0.000 0.000 Max.Mx 2 3.381 -0.433 0.000 Max.My 2 -5 785 0.000 0.010 Max.Vy 2 0.106 0.000 0.000 Max.Vx 2 -0.003 0.000 0.000 T12 40-30 Leg Max Tension 23 466.994 -7.515 0.005 Max.Compression 10 -517.591 6.750 0.038 Max.Mx 10 -517.080 8.740 -0.004 Max.My 20 -22.731 -0.580 -17.5)0 Max.Vy 10 0.414 8.740 -0.004 Max.Vx 20 2.161 -0.580 -17.SI0 Diagonal Max Tension 16 19 495 0.000 0.000 Max.Compression 16 -19.809 0.000 0.000 Max.Mx 22 16.495 OZ37 -0.004 Max.My 4 -19 736 0.039 0.029 Max.Vy 22 0.072 0.?37 -0.004 Max.Vx 4 -0.004 0.000 0.000 Top Girt Max Tension 22 5.910 0.000 0.000 Max.Compression 11 -5.567 0.000 0.000 Max.Mx 2 3 148 -0.526 0.000 Max.My 2 -5 463 0.000 0.013 Max.Vy 2 0.117 0.000 0.000 Max.Vx 2 -0.003 0.000 0.000 T13 30-20 Leg Max Tension 23 497.641 -7 432 -0.(kY6 Max.Compression 10 -552.570 5.885 -0.0�18 Max.Mx 22 492.565 -7.579 -0.048 Max.My 20 -23 729 -0.580 -17.510 Max.Vy 14 -0.487 -7.552 -0107 Max.Vx 20 -2381 -0.580 -17.510 Diagonal Max Tension 16 22.517 0.000 0.000 Max.Compression 16 -23.001 0.000 0.000 Max.Mx 10 18.081 -0.506 0.063 Max.My 20 21 432 -0.453 0.074 Max.Vy 10 0.148 -0.506 0.063 Max.Vx 20 -0.010 0.000 0.000 T14 20-0 Leg Max Tension 23 558.202 -6.020 0.004 Max.Compression 10 -623 100 0.000 -0.000 Max.Mx 22 552:214 -6.159 0.002 Max.My 20 -26.892 -0.531 -14415 Max.Vy 6 -0.800 -6.128 OA08 Max.Vx 20 2.062 -0.531 -14 415 Diagonal Max Tension 16 23.042 0.000 OA00 Max.Compression 16 ?3.379 0.000 OA00 Max.Mx 10 18.643 0317 -0.031 Max.My 20 21.981 0.282 -0.036 Max.Vy 10 -0.091 0317 -0.031 Max.Vx 20 0.005 0.000 OA00 Top Girt Max Tension 22 6337 0.000 0.000 Max.Compression 11 -5.870 0.000 0.000 Max.Mx 2 3 429 -0.628 0.000 Max.My 2 -5 747 0.000 OA l5 Page �� ob pasco County (VS) (BU 826548) 23 of 30 Tower Engineering Project Date Professionals TEP No. 48167.7359 14:45:23 07/26/13 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone. (919)661-6351 Crown Castle JLW FAX. (919)661-6350 Section Elevation Component Condiaon Gov Axial MajorfLris Minor,9xis No. ft Type Load Moment Moment Comb. K kip-ft kip-ft Max.Vy 2 0 128 0.000 0.000 Max.Vx 2 -0.003 0.000 0.000 Maximum Reac#ions Location Condition Gov Veracal Horizontal,X Horizontal,Z Load K K K Comb L,eg C Max.Vert 18 640.500 55.292 -32.621 Ma�c.Hx 18 640.500 55.292 -32.621 Max.H� 7 -569.946 -50.078 29.526 Min.Vert 7 -569.946 -50.078 29.526 Min.Hx 7 -569.946 -50.078 29.526 Min.H� 18 640.500 55.292 -32.621 Leg B Max.Vert 10 641.517 -55.648 -32330 Max.Hx 23 -574 157 50.451 29313 Max.H� 23 -574 157 50.451 29.313 Min.Vert 23 -574 157 50.451 29313 Min.Hx 10 641.517 -55.648 -32.330 Min.H� 10 641.517 -55.648 -32.330 Leg A Max.Vert 2 639.692 -0.412 64 ll4 Ma�c.Hx 21 22.301 7.265 1.513 Max.H� 2 639.692 -0.412 64 114 Min.Vert 15 -568.295 0.354 -58.037 Mia Hx 8 25.906 -7?96 1 756 Min.H� 15 -568.295 0.354 -58.037 Tower Mast Reaction Summar Load Vertical Shearx Shean Overturning Overturning Torque Combination Moment,Mx Moment,M; K K K kip-ft kip-ft kip-ft Dead Only 66.544 0.000 0.000 -14314 16.225 0.000 1.2 Dead+1.6 Wind 0 deg-No 79.852 -0.169 -103.973 -11326.688 49 783 -14.600 Ice 0.9 Dead+1.6 Wind 0 deg-No 59.889 -0.169 -103.973 -11322394 44.916 -14.600 Ice 1.2 Dead+1.6 Wind 30 deg-No 79.852 50.959 -88.11 1 -9652.018 -5559.090 �0.063 Ice 0.9 Dead+1.6 Wind 30 deg-No 59.889 50.959 -88.111 -9647 724 -5563.958 -20.063 Ice 1.2 Dead+1.6 Wind 60 deg-No 79.852 86.087 -49 419 -5431 465 -9446.487 -20.269 Ice 0.9 Dead+1.6 Wind 60 deg-No 59.889 86.087 -49 419 -5427 171 -9451355 -20.269 Ice 1.2 Dead+1.6 Wind 90 deg-No 79.852 102.210 0.169 13 136 -11190.155 -15.287 Ice 0.9 Dead+l.6 Wind 90 deg-No 59.889 102.210 0169 17 430 -11195.022 -15.287 Ice 1.2 Dead+1.6 Wind 120 deg- 79.852 90.449 52.132 5663.831 -9847.832 -6?98 No Ice 0.9 Dead+1.6 Wind 120 deg- 59.889 90.449 52132 5668.125 -9852.700 -6.298 No Ice Page ��,�� ob Pasco County (VS) (BU 826548) 24 of 30 Tower Engineering Project Date Professionals TEP No. 48167 7359 14:45:23 07/26/13 3703 Junction Blvd. Raleigh,NC27603 Client Designed by Phone. (919)661-6351 Crown Castle FAX. (919)661-6350 JLW Load Vertical Shea x Shear� Overturning OverYUrning Torque Combination Moment,Ms Moment,M� K K K kip-ft kip fr kip-ft 1:?Dead+1.6 Wind 150 deg- 79.852 51?51 88.279 9647.978 -5611.594 4.841 No Ice 0.9 Dead+1.6 Wind 150 deg- 59.889 51.251 88.279 9652.272 -5616.461 4.841 No Ice 1.2 Dead+1.6 Wind 180 deg- 79.852 0.169 99 131 10863.904 -10.842 13.590 No Ice 0.9 Dead+l.6 Wind 180 deg- 59.889 0.169 99 131 10868198 -15 710 13.590 No Ice L2 Dead+1.6 Wind 210 deg- 79.852 -50.959 88.11 1 9617.665 5598.031 20.063 No Ice 0.9 Dead+1.6 Wind�10 deg- 59.889 -50.959 88.111 9621.959 5593 164 20.063 No Ice 1.2 Dead+1.6 Wind 240 deg- 79.852 -90Z81 51.840 5611328 9856A60 21.535 No Ice 0.9 Dead+1.6 Wind 240 deg- 59.889 -90.281 51.840 5615.622 9851.593 21.535 No Ice 1.2 Dead+1.6 Wind 270 deg- 79.852 -102.210 -0 169 -47 489 11229.096 15.287 No Ice 0.9 Dead+1.6 Wind 270 deg- 59.889 -102.210 -0 169 -43 195 11224.228 15.287 No Ice 1.2 Dead+1.6 Wind 300 deg- 79.852 -86.256 -49 711 -5483.969 9515 741 6.042 No Ice 0.9 Dead+l.6 Wind 300 deg- 59.889 -86.256 -49 71I -5479.674 9510.873 6.042 No Ice L2 Dead+1.6 Wind 330 deg- 79.852 -51.251 -88.279 -9682.331 5650.535 -4.841 No Ice 0.9 Dead+1.6 Wind 330 deg- 59.889 -51.251 -88.279 -9678.037 5645.667 -�.841 No Ice Dead+Wind 0 deg-Service 66.544 -0.033 -20.056 -2195.933 22.073 -2.816 Dead+Wind 30 deg-Service 66.544 9.830 -16.997 -1872.887 -1059.886 -3.870 Dead+Wind 60 deg-Service 66.544 16.606 -9.533 -1058.737 -1809 770 -3.910 Dead+Wind 90 deg-Service 66.544 19 717 0.033 -8.466 -2146125 -2.949 Dead+Wind 120 deg-Service 66.544 17 448 10.056 1081.560 -1887 189 -1.215 Dead+Wind 150 deg-Service 66.544 9.886 17.029 1850.106 -1070.014 0.934 Dead+Wind 180 deg-Service 66.544 0.033 19 122 2084.660 10378 2.621 Dead+Wind 210 deg-Service 66.544 -9.830 16.997 1844.259 1092.337 3.870 Dead+Wind 240 deg-Service 66.544 -17 415 10.000 1071 432 1913 793 4 154 Dead+Wind 270 deg-Service 66.544 -19 717 -0.033 -20.161 2178.576 2.949 Dead+Wind 300 deg-3ervice 66.544 -16.639 -9.589 -1068.865 1848.068 1 166 Dead+Wind 330 de -Service 66.544 -9.886 -17.029 -1878.734 1102.465 -0.934 Solution Summar Sum of Applied Forces Sum of Reactians Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 1 0.000 -66.544 0.000 0.000 66.544 0.000 0.000% 2 -0.169 -79.852 -103.973 0169 79.852 103.973 0.000% 3 -0169 -59.889 -103.973 0169 59.889 103.973 0.000% 4 50.959 -79.852 -88.111 -50.959 79.852 88.111 0.000% 5 50.959 -59.889 -88.111 -50.959 59.889 88.111 0.000% 6 86.087 -79.852 -49 419 -86.087 79.852 49 419 0.000% 7 86.087 -59.889 -49 419 -86.087 59.889 49 419 0.000% 8 102.210 -�9.852 0 169 -102.210 79 852 -0.169 0.000% 9 102.210 -59.889 0169 -102.210 59.889 -0.169 0.000% 10 90.449 -79.852 52.132 -90.449 79.852 -52.132 0.000% 11 90.449 -59.889 52.132 -90.449 59.889 -52132 0.000% 12 51.251 -79.852 88.279 -51�51 79.852 -88.279 0.000% Page ��,�� ob Pasco County(VS) (BU 826548) 25 of 30 Tower Engineering Project Date Professionals TEP No. 48167.7359 14:45:23 07/26/13 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone. (919)661-6351 Crown Castle FAX. (919)661-6350 JLW Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb K K K K K K 13 51.251 -59.889 88.279 -51.251 59.889 -88.279 0.000% 14 0169 -79.852 99131 -0.169 79.852 -99131 0.000% 15 0169 -59.889 99131 -0169 59.889 -99131 0.000% 16 -50.959 -79.852 88.111 50.959 79.852 -88111 0.000% 17 -50.959 -59.889 88.111 50.959 59.889 -88.111 0.000% 18 -90.281 -79.852 51.840 90.281 79.852 -51.840 0.000% 19 -90.281 -59.889 S1.S40 90.281 59.889 -51.840 0.000% 20 -102?10 -79.852 -0169 102.210 79.852 0.169 0.000% 21 -102.210 -59.889 -0169 102.210 59.889 0.169 0.000% 22 -86.256 -79.852 -49 711 86.256 79.852 49 711 0.000% 23 -86.256 -59.889 -49 711 86.256 59.889 49 711 0.000% 24 -51.251 -79.852 -88.279 51.251 79.852 88.279 0.000% 25 -51.251 -59.889 -88.279 51.251 59.889 88.279 0.000% 26 -0.033 -66.544 -20.056 0.033 66.544 20.056 0.000% 27 9.830 -66.544 -16.997 -9.830 66.544 16.997 0.000% 28 16.606 -66.544 -9.533 -16.606 66.544 9.533 0.000% 29 19 717 -66.544 0.033 -19 717 66.544 -0.033 0.000°Io 30 17 448 -66.544 10.056 -17 4d8 66.544 -10.056 0.000% 31 9.886 -66.544 17.029 -9.886 66.544 -17.029 0.000% 32 0.033 -66.544 1912� -0.033 66.544 -19122 0.000°Io 33 -9.830 -66.544 16.997 9.830 66.544 -16.997 0.000% 34 -17 415 -66.544 10.000 17 415 66.544 -10.000 0.000% 35 -19 717 -66.544 -0.033 19 717 66.544 0.033 0.000% 36 -16.639 -66.544 -9.589 16.639 66.544 9.589 0.000% 37 -9.886 -66.544 -17.029 9.886 66.544 17.029 0.000% Bolt Desi n Data Section Elevation Component Bolt Bolt Size Number Mazimum Allowable Ratio Al[owable Criteria No. Type Grade Of Load per Load Load Ratio ft in Bolts Bolt K Allowable K Tl 190 Leg A325N 0.750 4 3.018 29.821 0.101 1 Bolt Tension Diagonal A325N 0.500 2 2.073 4.996 0 415 1 Member Block Shear Top Girt A325N 0.500 1 1.620 7.952 0.204 1 Bolt Shear T2 180 Leg A325N 0.875 4 14.306 40.589 0352 1 Bolt Tension Diagonal A325N 0.500 2 4321 5.505 0 785 1 Member Block Shear Top Girt A325N 0.500 L 0.029 7.952 0.004 1 Bolt Shear T3 160 Leg A325N 1.000 6 19 122 53.014 0361 1 Bolt Tension Diagonal A325X 0 750 1 11 734 17.944 0.654 1 Member Block Sheaz Top Girt A325N 0.750 1 0.401 17.892 0.022 1 Bolt Shear T4 140 Leg A325N 1.500 4 45.669 119.282 0.383 1 Bolt Tension Diagonal A325N 0.625 2 6.572 7.697 0.854 1 Member Block Sheaz Top Girt A325N 0.625 1 2.890 12.425 0.?33 1 Bolt Shear TS 120 Diagonal A325N 0.625 2 6J05 7.697 0.871 1 Member Block Shear Top Girt A325N 0.625 1 2345 1�.425 0 189 1 Bolt Shear T6 113333 Diagonal A325N 0.625 2 6.823 7.697 0.886 1 Member Block Sheaz T7 106.667 L,eg A325N 1.500 6 41 484 119.282 0.348 1 Bolt Tension Diagonal A325X 0.625 2 7 454 15.395 0.484 1 Member Block Shear Pa ��,�� ,lob Pasco County (VS) (BU 826548) ge 26 of 30 Project Date Tower Engineering Professionals TEP No. 48167.7359 14:45:23 07/26/13 3703 Junction Blvd. Raleigh.NC 27603 Client Designed by Phone. (919)661-6351 Crown Castle FAX. (919)661-6350 JLW Section Elevation Component Bolt Bolt Size Number Mciximum Allowable Ratio Allowable Criteria No. Type Grade Of Load per Load Load Rario ft in Bolts Bolt K Allowable K T8 100 Leg A325N 1.500 6 51 414 119.282 0.431 1 Bolt Tension Diagonal A325N 0 750 2 8.922 12.506 0.713 1 Member Block Shear Top Girt A325N 0 750 1 4 488 17.892 0.251 1 Bolt Sheaz T9 80 Diagonal A325N 0.625 2 8.61 I 11.623 0.741 1 Member Block Shear Top Girt A325N 0.625 1 4.554 12.425 0366 1 Bolt Sheaz TIO 70 Leg A325N 1.500 6 62.081 119282 0.520 1 Bolt Tension Diagonal A325X 0.625 2 9 762 23.245 0 420 1 Member Block Shear Tl l 60 Leg A325N 1.500 6 72.644 119.282 0.609 1 Bolt Tension Diagonal A325N 0.750 2 10.396 17.892 0.581 1 Bol[Shear Top Girt A325N 0.750 1 6.258 15.769 0397 1 Member Bearing T12 40 Diagonal A325N 0.750 2 9.905 17.892 0.554 1 Bolt Shear Top Girt A325N 0.750 1 5.910 15.769 0.375 1 Member Bearing T13 30 Leg A325N 1.500 6 82.940 119.282 0.695 1 Bolt Tension Diagonal A325X 0 750 2 11.259 33.495 0.336 1 Gusset Bearing T14 20 Diagona] A325N 0 750 2 11.690 17.892 0.653 1 Bolt Shear Top Girt A325N 0.750 1 6337 15 769 0.402 1 Member Bearing Com ression Checks Le Desi n Data (Com ression) Section Elevation Si;,e L L� KUr A P� �p� Ratio No. P� ft ft ft in' K K �p Tl 190-180 P2.Sx.203 10.000 5.000 63.3 1 704 -15.028 53.866 0.279 1 K=1.00 T2 180-160 P3.Sx.226 20.000 5.000 44 9 2.680 -64.569 96.872 0.667` K=1 00 T3 160-140 PSx.258 20.023 6.674 42.7 4.300 -128.241 157.510 0.814' K=1.00 T4 140-120 P8x.322 20.023 6.674 273 8399 -202.020 330.771 0.611 ' K=1.00 T5 120-ll 3.333 P8x322 6.674 6.674 27.3 8.399 -226.348 330 771 0.684' K=1.00 T6 113.333- P8x322 6.674 6.674 27.3 8399 -250.973 330J71 0.759' 106.667 K=1.00 T7 106.667- 100 P8x.322 6.674 6.674 27.3 8.399 -273 774 330 771 0.828 ' K=1.00 T8 100-80 P10x.365 20.023 10.012 32J 11.908 -339.531 �i58J86 0 740' K=1.00 T9 80-70 P10x365 10.012 10.012 32J 11.908 -375.244 458.786 0.818' K=1 00 T10 70-60 P10x365 10.012 10.012 32.7 11.908 -410.545 458.786 0.895` K=1.00 Tl l 60-40 P12x375 20.023 10.012 27 4 14.579 -482.179 573 746 0.840� K=1.00 T12 40-30 P12x375 10.012 10.012 27 4 14.579 -517.591 573 746 0.902' K=1 00 T13 30-20 P12x375 10.012 10.012 27 4 14.579 -552.570 573 746 0.963` Pa e ��p�� ob Pasco County (VS) (BU 826548) g 27 of 30 Tower Engineering Project Date Professionals TEP No. 48167.7359 14'45:23 07/26/13 3703 Junction Blvd. Raleigh.NC 27603 Client Designed by Phone. (919)661-6351 Crown Castle FAX. (919)661-6350 JLW Section Elevation Size L L� K!/r A P„ �p„ Ratio No. Pu ft ft ft in' K K �p� K=1.00 T14 20-0 P12x.5 20.023 10.012 27 7 19.242 -623 100 756.51.0 0.824� K=1.00 1 P„ ��P„COritrO1S Dia onal Desi n Data (Com ression) Section Elevation Size L L� KUr A P� �p„ Ratio No. pu ft ft ft in` K K �p Tl 190-180 Ll 3/4x1 3/4x3/16 9 434 4 409 146.0 0.621 -4 163 6.584 0.632� K=0.95 T2 180-160 L2x2x3/16 9 434 4354 129.6 0.715 -8J00 9.563 0.910' K=0.98 T3 160-140 2L2 1/2x2 1/2x3/16x3/8 11.516 5.509 93.7 1.800 -12151 36.726 0331 ' K=1 10 T4 140-120 L3x3x3/16 12.911 6.000 120.7 1.090 -13.335 16.272 0.819' K=1.00 TS 120-113.333 L3x3x3/16 13390 6.243 124 4 1.090 -13.614 15.534 0.876� K=0.99 T6 113.333- L3x3x3/16 13.874 6.488 128.1 1.090 -13.530 14.802 0.914� 106.667 K=0.98 T7 106.667-100 2L3x3x3/16x1/2 14364 6.735 94.5 2.180 -15.230 43311 0352' K=1 10 T8 100-80 L3 1/2x3 1/2x1/4 17 410 8.183 136.4 1.690 -18.016 20.514 0.878' K=0.96 1'9 80-70 L3 1/2x3 U2x1/4 18.099 8.564 id1 4 1.690 -17 453 19.085 0.914' K=0.96 TIO 70-60 2L3-1/2x3-1/2x1/4x1/2 18J99 8.919 103.5 3375 -19.856 62.184 0319� K=1 06 T11 60-40 L3 1/2x3 1/2x3/8 20.229 9.514 155.2 2.480 -20.792 23.250 0.894' K=0 93 T12 40-30 L3 1/2x3 1/2x3/8 20.958 9.882 160.1 2.480 -19.809 21.849 0.907' K=0.93 T13 30-20 2L3 1/2x3 1/2x3/8x1/2 21.694 10.254 115.9 4.969 -23.001 79339 0.290` K=1.01 T14 20-0 L,4x4x3B 23.185 11.006 156.3 2.860 -23379 26.444 0.884' K=0.93 1 P u /�P�controls To Girt Desi n Data Com ression Section Elevation Si;.e L L„ K!/r A P„ �p„ Ratio No. P� ft ft ft in" K g �p� Tl 190-180 L3l/2x3ll2x1/4 8.000 7.552 130.6 1.690 -1.620 22314 0.073' K=1.00 T3 160-140 L3 U2x3 1/2x3/8 8.000 7.396 129.2 2.480 -0.272 33.376 0.008' K=1.00 Job Page ��T�� Pasco County(VS) (BU 826548) 28 of 30 Tower Engineering Pr��t Date Professionals TEP No. 48167.7359 14'45:23 07/26/13 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone. (9!9)661-6351 Crown Castle FAX. (9l9)661-6350 JLW Section Elevation Si;e L L„ KUr A P„ �P„ Ratio Na. P� ft ft ft inz K K �pn T4 140-120 L3 1/2x3 1/2x3/8 9.667 8.963 156.6 2.480 �.518 22.855 0 110� K=1.00 T5 1�0-113333 L,4x4x3/8 11333 10.375 158.0 2.860 -2.090 25.883 0.081 � K=1.00 T8 100-80 LAx4x3/8 13.000 12.010 182.9 2.860 -4 147 19314 0.215' K=1.00 'I'9 80-70 L5x5x5/16 14.667 13.531 163.4 3.030 -4.310 25.652 0.168' K=1.00 Tl 1 60-40 LSx5x5/16 16333 15 167 183 1 3.030 -5.898 20.418 0.289� K=1.00 T12 40-30 L5x5x5/16 18.000 16.667 201.2 3.030 -5.567 16.908 0.329� K=1.00 KIJR>200(C)-189 T14 20-0 LSx5x5/16 19.667 18.333 2213 3.030 -5.870 13.974 0.420' K=1 00 KLR>200(C)-210 �P� /�P�controls Tension Checks Le Desi n Data (Tension) Section Elevation Si;e L L„ Kl/r A P� �P� Ratio No. P� ft ft ft inz K ]{ �pn Tl 190-180 P2.Sx.203 10.000 5.000 633 1 704 12.071 70.548 0.171 ' T2 180-160 P3.Sx.226 20.000 5.000 44.9 2.680 57.223 110.933 0.516� T3 160-140 PSx.258 20.023 6.674 42.7 4.300 114 733 178A l4 0.645' T4 140-120 P8x322 20.023 6.674 27.3 8.399 182.675 347 729 0.525' TS 120-113333 P8x322 6.674 6.674 27.3 8399 205.067 347 729 0.590� T6 113.333- P8x.322 6.674 6.674 273 8399 227.661 347 729 0.655� 106.667 T"7 106.667-100 P8x322 6.674 6.674 27.3 8.399 248.903 347 729 0.716' T8 100-80 P10x.365 20.023 10.012 32.7 11.908 308.485 493.003 0.626' T9 80-70 P10x365 10.012 10Al2 32.7 11.908 340.684 493.003 0.691 � T10 70-60 P10x.365 ]0.012 10.012 32.7 11.908 372.483 493.003 0.756� Tll 60-40 P12x.375 20.023 10.012 27 4 14.579 435.862 603.569 0.722' T12 40-30 P12x.375 10.012 10.012 27 4 14.579 466.994 603.569 0.774� T13 30-20 P12x375 10.012 10.012 27 4 14.579 497.641 603.569 0.824' Tl� 20-0 P12x.5 20.023 10.012 27 7 19.242 558.202 796.639 0.701 ' � P u /$P�controls Dia onal Desi n Data (Tension) Section Elevation Size L L„ KUr A P� �P„ Ratio No. P� ft ft f! in� K K �p� Job Page �� Pasco County (VS) (BU 826548) 29 of 30 Tower Engineering P��t Date Professionals TEP No. 48167.7359 14.45:23 07/26/13 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone. (919)661-6351 Crown Castle JLW FAX. (919)661-6350 Section Elevation Si;.e L L„ KUr A P„ �P„ Ratio No. P� ft ft ft in' K K �pn Tl 190-180 Ll 3/4x1 3/4x3/16 9 434 4 409 102.3 0378 4 147 16.440 0.252� T2 180-160 L2x2x3/16 9 434 4354 87.9 0.448 8.641 19.504 0.443' T3 160-140 2L2 1/2x2 1/2x3/16x3/8 11.516 5.509 87 1 1 104 11 734 48.020 0.244 1 T4 1�0-120 L3x3x3/16 12.911 6.000 79.2 0.712 13 144 30.973 0 424` TS 120-113333 L3x3x3/16 13390 6.243 823 0 712 13.409 30.973 0.433' T6 113.333- L3x3x3/16 13.874 6.488 85 4 0.712 13.645 30.973 0.441' 106.667 T7 106.667-100 2L3x3x3/16x1/2 14364 6.735 88.6 1 424 14.909 61.937 0.241 1 T8 100-80 L3 1/2x3 1/2x1/4 17 410 8.183 92.6 1 103 17.845 47.999 0.372� T9 80-70 L3 1/2x3 1/2x1/4 18.099 8.564 96.5 1 127 17.�22 49.019 0351 � T10 70-60 2L3-1/2x3-1l2x1/4x1/2 18.799 8919 100.2 2.250 19.525 97.875 0 199' Tl l 60-40 L3 1/2x3 1/2x3/8 20.229 9.514 1093 1.614 20.567 70?OS 0.293' T12 40-30 L3 1/2x3 1/Zx3/8 20.958 9.882 113 4 1.614 19 495 70.205 0.278� T13 30-ZO 2L3 1/2x3 1/Zx3/8x1/2 21.694 10.254 117 1 3.234 22.517 140.695 0.160� T14 20-0 L4x4x3/8 23.185 11 A06 109.6 1.899 23.042 82.602 0.279� � P u /�P�controls To Girt Desi n Data (Tension) Section Elevation Si�e L Lu KUr A P� �P� Ratio No. P� ft ft ft inZ K K �p� Tl 190-180 L3 1/2x3 1/2x1/4 8.000 7.552 85 4 1 150 1.597 50.039 0.032� T2 180-160 L3 1/2x3 1/2x1/4 8.000 7.552 85 4 1 150 0.029 50.039 0.001 ' T3 160-140 L31/2x31/2x3/8 8.000 7396 86.0 1.614 0.401 70.205 0.006' T4 140-120 L31/2x31/2x3/8 9.667 8.963 103.2 1.649 2.890 71734 0.040' TS 120-113.333 L4x4x3/S 11.333 10.375 103.6 1.934 2345 84.132 0.028� T8 100-80 L4x4x3/8 13.000 12.010 119.8 1.899 4 488 82.602 0.054� T9 80-70 LSx5x5/16 14.667 13.531 105.3 2.097 4.554 91.207 0.050� Tl l 60-40 LSx5x5/16 16.333 15 167 118.0 2.067 6.258 89.933 0.070� T12 40-30 L5x5x5/16 18.000 16.667 129.5 2.067 5.910 89.933 0.066� T14 20-0 LSx5x5/16 19.667 18.333 142.2 2.067 6337 89.933 0.070� � P„ /�P„COI1tIO1S Section Ca acit Table section Elevation Component Si;.e Critical P pPd�ow %n Pass No. � Type Element K K Capucity Fail Tl 190-180 Leg P2.Sx.203 2 -15.028 53.866 27.9 Pass T2 180-160 Leg P3.Sx.226 20 -64.569 96.872 66J Pass T3 160-140 Leg PSx.258 50 -128.241 157.510 81.4 Pass T4 140-120 Leg P8x322 74 -202.020 330.771 61 1 Pass TS 120-113333 Leg P8x322 98 -226.348 330 771 68.4 Pass T6 113333- Leg P8x322 110 �50.973 330 771 75.9 Pass 106.667 T7 106.667-100 Leg P8x322 119 -273.774 330J71 82.8 Pass T8 100-80 Leg P10x365 128 -339.531 458.786 74.0 Pass T9 80-70 Leg P10x365 146 -375.244 458.786 81.8 Pass T10 70-60 Leg P10x365 158 -410.545 458J86 89.5 Pass Job Page �� Pasco County (VS) (BU 826548) 30 of 30 Tower Engineering P��t Date Professionals TEP No 48167.7359 14:45:23 07/26/13 3703 Junction Blvd. Raleigh,NC 27603 Client Designed by Phone. (919)661-6351 Crown Castle JLW FAX. (919)661-6350 Section Elevation Component Si;,e Critical P �P��a„ % Pass No. � Type Element K K Capacity Fail Tl l 60-40 Leg P12x.375 167 -482.179 573 746 84.0 Pass T12 �0-30 Leg P12x.375 185 -517.591 573.746 90.2 Pass T13 30-20 Leg P12x.375 197 -552.570 573J46 96.3 Pass T14 20-0 Leg P12x.5 206 -623 100 756.510 82.4 Pass Tl 190-180 Diagonal Ll 3/4x1 3/4x3/16 8 -4 163 6.584 63.2 Pass T2 180-160 Diagonal L2x2x3/16 26 -8.700 9.563 91.0 Pass T3 160-140 Diagonal 2L2 1/2x2 1/2�c3/16x3/8 57 -12.151 36.726 33 1 Pass 65.4(b) T� 140-120 Diagonal L3x3x3/16 81 -13335 16.272 81 9 Pass 85 4(b) TS 120-113333 Diagonal L3x3x3/16 105 -13.614 15.534 87 6 Pass T6 113.333- Diagonal L3x3x3/16 114 -13.530 14.802 91 4 Pass 106.667 1'7 106.667-100 Diagonal 2L3x3x3/16x1/2 126 -15.230 �3311 35.2 Pass 48.4(b) T8 100-80 Diagonal L3 1/2x3 1/2x1/4 138 -18.016 20.514 87 8 Pass T9 80-70 Diagonal L3 1/2x3 1/2x1/4 156 -17 453 19.085 91 4 Pass T10 70-60 Diagonal 2L3-1/2x3-1/2x1/4x1/2 165 -19.856 62.184 31 9 Pass 42.0(b) Tll 60-40 Diagonal L3 1/2x3 1/2x3/8 177 -20.792 23.250 89 4 Pass T12 40-30 Diagonal L3 1/2x3 1/2x3/8 195 -19.809 21.849 90.7 Pass T13 30-20 Diagonal 2L3 1/2x3 U2x3/8x1/2 204 -23.001 79.339 29,0 Pass 33.6(b) T14 20-0 Diagonal L4x4x3/8 216 -23379 26.444 88.4 Pass Tl 190-180 Top Girt L3 ll2x3 1/2x1l4 6 -1.620 22314 73 Pass 20.�(b) T'L 180-160 Top Girt L3 1/2x3 1/2x1/4 23 0.023 50.039 0.� Pass 0.4(b) T3 160-140 Top Girt L3 1/2x3 1/2x3/8 53 -0.272 33376 0.6 Pass 2?(b) T4 140-120 Top Girt L3 1/2x3 1/2x3/8 78 -2.518 22.855 11.0 Pass 233(b) TS 120-113333 Top Girt L,4x�x3/8 102 -2.090 25.883 8.1 Pass 18.9(b) T8 100-80 Top Gin L4x4x3/8 132 -4 147 19.314 21.5 Pass 25 1(b) T9 80-70 Top Girt LSx5x5/16 150 -4310 25.652 16.8 Pass 36.61b) Tl l 60-40 Top Girt LSx5x5/16 171 -5.898 20 418 28.9 Pass 39 7(b) T12 �0-30 Top Girt LSx5x5/16 189 -5.567 16.908 32.9 Pass 37.5(b) T14 20-0 Top Girt LSx5x5/16 210 -5.870 13.974 42.0 Pass Summary Leg(T13) 96.3 Pass Diagonal 91 d Pass (T9) Top Girt 4�.0 Pass (T14) Bolt Checks 88.6 Pass RATING= 96.3 Pass Program Version 6.0.4.0- 1/27/2012 File://tep-vm-file0l/Towers/48167/7359_SDD-826548-Pasco County(VS)/tnxTower/826548_LCS.eri July 26,2013 190-ft Se/f Support Tower Structura/Modification Analysis CCI BU No 826548 TEP Projeci Number 48167.7359,Application 185469, Revision 4 Page 9 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 6 0 4.0 �� ^��^� ' o 00 � a�n ��m �JN�' �\N m• n�in D �� i1M\]N'N �m� �Mf m �MIN� < � •• •. ••• •• .� •�� •• � d � �i � a � � � � � m � � � Z � ��•• � � .�� m � • ••�� •� �� V V � � � � � � � m g a o � o o� c^� °�n I h � �H N �' �v vv �v �� ury2s,2o�s 190-ft Se/f Support Tower Structural Modification Ana/ysis CCI BU No 826548 TEPProjectNumber48i67.7359,Application 185469, Revision4 Page 10 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 6.0.4 0 Anchor Rod Check for Self Supporting Towers C � N TIA-222-G, Section 4.9.9 Rev. 6.1 �y(�� f L� Site Data Reactions BU#: 826548 Eta Factor, 0.55 Detail T e Site Name: Pasco Coun S U lift, Pu: 574 ki s A #: 185469 Rev 4 Shear,Vu: 58 ki s Anchor Rod Data a�• in Qty: 6 MU =0.65'la�`V„ ft-kips Diam: 2.25 in Rod Material: Other Stren th Fu : 100 ksi Anchor Rod Results: Yield F : 75 ksi Max Rod(Cu+Vu/rj): 113.2 Kips Design Axial, �*Fu'Anet: 260.0 Kips * Rod Circle: in Anchor Rod Stress Ratio: 43.6% 'e. in '#of Rods 1 or 2 If Applicable; Mu=Pu x e: ft-ki s Anchor Rod Results with Bendin Considered: 'Only enter rod circle, offset(e)and number When the clear disfance from the top of concrete to the bottom of anchor rods at the extreme fiber to of level nut excceeds 1 0 times the diameter of the anchor rod, consider if eccentric load due to leg the following inferaction equafion shall also be safisfied(see reinforcement exist. Figure 4-4 of Rev G). �Vu��Rrn)2+I�P�$Rnt)+�M�$Rnm)�2<= 1 � �+.-�� Rnv=�*0.45*F„b*Ab= kips A ° A B °�° 8 R = *F *A = ki ��,,`� ��T� � nt � u net PS �R„m=�*Fy*Z= ft-kipS C°stre'e- d� 'vNU'-e:d-� ,�� r� L�� S.^<'i IC`: h-A ScC:?tOti $-3 Detail Type{a} Detai!TYpe (b) r�=a�ra r��.�a �� '`'�...��C p t �� .�..,, ��.� c��p� ,;�% ':�e..t �:e�-�- �. �--t�° �' � � , SECT(C7N C•C ScCT€Cth D-;� {�etail Type{c) Detail Type (d) Maximum Acceptable Ratio: 105 % �-,a.ss tse,�Nn:s,��r �� Governing Stress Ratio: 43.6% Pass Figure 4-4 of TIA-222-G SST Anchor Rod Check For Rev G-Rev 6.1 091912 RASS PA55 Pasco County�VS}(BU 826548) E�N�GNJE�1�NO Results Summary: LC3 Lt2 TEP#t: 481b7.7359 Soillnteraction: 89.5% 72.7% Ar�lysis: 1LW 7/26/2013 Drilled Caisson Tool-Input Foundation Structural: 16.6% 30.896 Check: ESA 7/26/2013 CodeRevisions: T1A�� 14�3T8� TowerType: S��rt LCi LC2 Shaft Information Momen� kip-ft Diameter: ' 6,ik� ft Axial(downloadj: , kip Projection: Q:S� • ft Shear: �� ;�Q kip Caiswn Length: �2.5(`} ft Axiai{uplift): 57�� kip fc: `:�.t� ksi MaxEC: Q.Od3 infin AxialSafetyFactors 9,all: tkf# p�_[t�etj eearing: �„f� S.F.. 2,$# Cage 1 Reinforcement Tie Bar Size: � /fy=b0.0 ksiJ Uear Cover to Tie: :�" in(Cage�=63.87inj Tie Bar Spacing: �sE1Q in Vertical Bar Size: i�, Vertical Bar Quantity: � (p=0.639%) fy: �ff ksi E: 2��f ksi Design Parameters Soil Soil 7ype Depth(ft) Eff.Unit WeigM Cohesion frictian A�le� All.Skin�ricti��psf) �Ne� frnm to �p��1 lP� C) Dowdoad Uplift 1 Clay 0.00 3_QO 210.0 0 0 o 2 Sand 3.00 12.00 t.lO.0 30.6 250 175 3 5and 12.00 i0.00 I15 a 25.0 750 �25 4 Ciay 30.D0 JOAO 10�.0 500 106Q 7i0 5 C{ay 40.00 �2.00 t.00.�J SQO 100Q 75G Notes. 1�Neglect latera!soiS strength to a depth of• i)1/2 Pier 0=GOOft/2=3.OQft ii) - . - . iii�r_,...�..�,o,....._.......a..w....- 2j Neglect axial soil strength to a depth of:3.00ft 3)Groundwater=N/A � Pasco County(VS)(BU 826548) o«`o"e PA TEP#: 48167.7359 Analysis: JLW 7/26/2013 Soillnteraction:LC1 Check: ESA 7/26/2013 Shear Diagram (k) Moment Diagram (k-ft) o : ,---, -iea-- - -1 a----aao--�aa----�oo -z : _3.._�..._.._. _. _3 .;. — -4 ' _�.. _S _. -6 . � . -7 . --- — -S .;.. _g .�.. -9 . -20 _; -10 -. _. � -11 ' -12 . _43 _€ -13 ' ---- 14--�- -- -14 : - _}.5....... . -15 ? � -16 : -17 : -18 . -19 : -20 -20 -21 : -22 -23 . -24 . -25 -26 -26 -27 �8 ? -28 ; - -29 : �__� -30 : --- -- _31. ..;.. -31 -32....:. -32 � -33 : -34 --- -35 _ 6- -36 t.. .._ _. --- -37 -3 _38 �. -39 ; � ----�...�________4E} ,_ ------ -40 --- -41 -4z � -43 -43 �- ��—: -44 ; -&5 ' -45 ` Max Unfactored Moment: 740.3 kip-ft @ 16.56 ft below grede Additional Factor of Safety: 11.27 Capacity= 11.896 PASS r , Pasco County(VS)(BU 826548) �o��s�o�� TEP#: 48167 7359 Analysis: JLW 7/26/2013 Soillnteraction:LC2 Check: ESA 7/26/2013 Shear Diagram (k) Moment Diagram (k-ft) o ----, -ioo-- - o -1 e�--soo -z -- � _3.. .._. _3 � _. _. ._.__...----..._. ._.. -4 ' _y. e.. _5 .,.. _ _... . ._. _. _. -6 . } ' -7 : -- -8 � -8 ;.. -9 ' _}0.._ _. -. -10 --._. _. - -11 ' -12 _}3 -13 ; -------14—% -- -14 : — — --- _15 ..E.... . -15 .: -16 ' € -17 ; -18 ; -19 ' _20 ` -20 ' f -21 , �_ f -2� . -23 ` -24 -25 _26 ; -26 � -27 ; — -28 -29 ` -30 � _31 ..:.. -31 r _32 ..g.. -32 + -33 � — ; -34 ; -35 � - - -36 ---- _— -37 : — _3 `' -38 ? -39 : -- -4� � — --- -41 -42 . -43 -43 i 4�—: -44 : -�rr ' -45 ' Max Unfactored Moment: 670.9 kip-ft @ 16.56 ft below grade Additional Factor of Safety: 12.43 Capacity= 1�.7% PA55 �� Pasco County(VS)(BU 826548) �o«s�o�.� TEP#: 48167 7359 Analysis: JL.W 7/26/2013 Soil Interadion:Uplift/Download Capacity Check: ESA 7/26/2013 Ultimate Skin Concrete �Fs �Fs Concrete Layer Area Fridion(k) Wt, (ftz) Down Down Wt� Replaced Uplift Uplift (kips) from to load load (kips) 0.00 3.00 56.55 0.00 0.00 0.00 0.00 14.84 5.51 3.00 12.00 169.65 84.82 59.38 63.62 44.53 38.17 10.18 12.00 30.00 339.29 508.94 356.26 381.70 267.19 76.34 17.81 30.00 40.00 188.50 376.99 282.74 282.74 212.06 42.41 1414 40.00 42.00 37 70 75.40 56.55 56.55 42.41 8.48 2.83 LC1 LC2 Pu= 702.6 60.6 kip �Pn= 784.6 784.6 kip Uu= 0.0 411.8 kip �Un= 566.2 566.2 kip Download Capacity= 89.596 7.7°.6 Uplift Capacity= 0.0:6 72.?% PA55 PASS Pasco County(VS)(BU 826548) Pa��61ONPJ-a TEP�l: 48167 7359 Analysis: JLW 7/26/2013 Reinforcement Capacity Check: ESA 7/26/2013 •.5 • � � • • 1.5 • • � 0.5 � - .5 -2.5 -1.5 -0.5 0.5 1.5 2.5 3 5 -0.5 • � • � -1.5 � � � � • -2.5 � � • LC1 LC2 Vu= 82.0 74.3 kip Vc= 555.6 369.8 kip fy,tie= 6U.C! Vs= 101.6 101.6 kip �Vn= 492.9 353.5 kip Capacity= 16.6k 21.0°6� PA55 PASS LC1 LC2 Mu= 7403 670.9 kip-ft �Mn= 4856.6 2181.7 kip-ft Capacity= 15.2% 30.8% PA55 PASS July26,20i3 190-ft Se/f Support Tower Structura/Modification Analysis CCI BU No 826548 TEP Project Number 48i67.7359,Applicafion 185469, Revision 4 Page 11 APPENDIX D STRUCTURAL MODIFICATION DRAWINGS tnxTower Report-version 6.0.4.0 � Illlllllilllllll11111111111111111NII11111111111111111N1111 � I , 2013166315 ___ __ , - — - -- —- ----- -- i�-N� 02-26-21-0080-OOA00-0070 �N r' Permit No. Paral ID No i q1 m•� ' t�� ~ ' NOTICE OF COMMENCEMENT �w m� ' ��o� FLORIDA ��rya� PASCO c� w � THE UNDERSIGNED hae � by gNes nolice tlat improvaneM wip be mada to artain real property,antl in aacordanee with Chapter 713,Floride Statutes, 3 �� s foNowinq 4�fortnatlon Is poNded In this Notice oi CarmenCemenL •-. I 1. Desniption W Propay: parcel IdeMMketwn No. 02-26-21-0080-OOA00-0070 I A ..`"�� Sy�,��,,: 38122 HENRY DRIVE I� �� n m.. 2. General Desaiption of Improvement EXISTINC�TOWER MODIFICATIONS/REINFORCEMENT PER i�m�,, MODIFICATION DRAWINGS. ,�m m m c� m 3. Ownar Intortnatlon or Lessee intormation R the Lessee coMraUed for the improvemenl r Crown Castle ; � x 4511 N.HimesN�ve Ste 210 Tamqa, FL i i �Q� ��b State � i�1e��p�m,. Lease holder i � Name ot Fae Simpls rideholder• CitY of Zephyrflills - (If dtRerdn ham Ovaner liated abovs) '"n ' 5335 8th St. Zephyrhills FL �� c.�adiarca�acr 1Nultiband Engineerina and Wireless GF inc ��ry s�a�e � �w N , � 2017 Cat�emen Road Sarasota FL �� W Z Addraa ' Conuaaors TNepnme No. 941-378-0080 ��H Stete I�y�N� w 5. Sumty: wA �`:,� Name (�.P o v � 3 v '�d� Gb Sta�e I� a i� Amount of 9ond: S Tebphaoe No. o r e. Lender. N/A � � Name p A �� ' Addreu City State I�r+w Lenda's Talephone No. �N� o ,7 Persons within tM State of Flarlda deslpnMed Ey 1he owner upon vfian natiees or othar documsnta may be served as provided by , ; � Section 713.13(1)(aN7).Florida Stahries: ��, o r Name � m � � '�� C�N State 7elephone Number o/Desipnaled Pason: 8. In atldition ro himself,the owner deaignetes a to recaive e copy of the Lienora Notice as prowded in Sedion 713.19(1)(D�,Florida Statutes. Telephons Number of Person or Endty Desipnated by Owner 9. E�iratlon dete M Notice ol CammencertieM(the e�iretbn dete mey nM be beforc Me complation oi eonaUuctlon and flnel paymenl to the cantraaor,but wpl bs ona year hom the date o1 recoMinp uNeaa a dilierant date ia apedlfad): WARI�NNG TO OWNER: ANY PAYMENTS MADE BY THE ONMER AFTER THE EXPIRATION OF THE NOTICE Of COMMENCEMENT RESUC�INIDEOR�EDP�NGPTWICE FORN MPROVEMENTS ORYOUR PROP�RIY nANNOTIC� �COMME CEMAAEENr AM"u°sr e RECORDED ANO POSTED ON THE JOB SITE BEFORE TFE FIRST INSPECTION. IF YOU IN7END TO OBTAIN FINANCINO,CONSUIT WITH YOUR LENOER OR AN ATfORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT � U�dor panalry d per�ury,I deGaro fhat I have read the forepoinp notice oi commencameM and th�t the hds sleted tlieroln arc We to the best ot my knowladge end bepef. STATE OF FLORIDA ' COUNTY OF PASCO S' luro W Owner a Le ` r ers or Leasae'e AuThoNzed cedDirectodPeAnsdMampar . 1��lcT �lA��'!2 Signatoys ritldafiea The foropanq instnment was eeknowtedped before me thfa�P�h a.y a�(,20�by�v1'�'�1\Q, 1�- Uc�uqA-�t�� as �l�Yl�' �10�+�0oG l ( d auMaily,e.p.,officer,tnutea,spomey in faG)Por C�f'O V Y1 CQSr�./ (nam I rly on behaM ot v`h m nment exewt ). Personally Known�.Qg Produced Idenllflcetim p Notery Sipnalure Type of 10eMRCatlon Produced Neme(PriM) 5�.0 ��un��. �.��o�''"�°`a�� JEANNE LAMBERT , • s Notary Public-State ol Florida ��= My Comm.Expirea Jul 31,2018 ��%',FO�r.�A�� Commission N EE 220966 ��,.� wpdetafiednotixeommencement�c053048 �T��"� "�P� ��,(��IL�A,C(�UNTY C3F PASC� �,��j►��'; , � �+�� T'Mlt;, I�1u CER7;FY TNATTHc F�REGni"�!G ISA. 1'RIJ�Af�C�t";��rR.EGT COPY OF�f�HE DC�CUMEP�T y ' G (�N FILE UF�C�F PUBLIC REGORD IN 7H1S OFFlC� ' '� �I A W17NESS M'�HAND�f�C��'FICIl�L SE�+I_THIS ��:;,,.t1ve T„��j . # 1�� _.Oc 1� I�AY Q F�_��122✓� U��— �1r � �';.� • PAULA S C7'N�I!_ CLE K CQMPTR.OLL�R � . �� . * /� �-- �3\�„�L..,. .._ �. -- iJr.P'I�' .�.=i?�' �,�. ";+t`��}� * �` d`lJ � _" �'��,�FLOR�A Multiband Engineering and Wireless, Southeast, Inc. 2017 Cattlemen Road, Sarasota, FL 34232 �� Office: 941-378-0080 Fax: 941-378-0811 �1 �� Nn www.m ultibandusa.com NASDAQ: MBND LETTER OF TRANSMITTAL TO: Cit of Ze h rhills Buildin Department DATE: November 4, 2013 c/o Ins ections De artment RE: Permit#14562 5335 8 Street Ze h rhills, FL 33542 Co ies ID/Drawin # Rev. #/Date Descri tion Modification Inspection Report for modifications per 1 TEP#48167-9158 11/1/2013 Permit#14562 THESE ARE TRANSMITTED as checked below: � For approval ❑ Approved as submitted ❑ Job use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ Other: Note s : Please find attached Modification Ins ection Re ort for our review and a roval. Please let us know if a Buildin Final Ins ection at the 'obsite will need to be scheduled or if the re ort satisfies the ins ection re uirements to close the ermit. If ou need an additional information, lease do not hesitate to contact us. Thank ou ve much for our services. CC: J3-0207 Pasco SignedL J. Bogdan, PM ndy S. Go z The Multiband Logo is the property of Multiband Corporation;a parent company for Minnesota Digital Universe Incorporated,Multiband Subscriber Services Incorporated,Multiband NE Incorporated,Multiband SC Incorporated, Multiband NC Incorporated,Multiband EC Incorporated,Multiband DU Incorporated,Multiband DV Incorporated,Multiband Security Incorporated,all separate legal entities. FRM100711_WG_Letter_of_Transmittal_APR Rev. 10/11 � .; �� November 1, 2013 �� Mr. Eric Cuthbert Tower Engineering Professionals Crown Castle 10014 N Dale Mabry Hwy, Ste 101 4511 N. Himes Ave., Ste 210 Tampa, FL 33618 Tampa, FL 33614 (910) 622-0111 (office) (813) 342-3854 (919) 661-6350 (fax) Eric.CuthbertC�crowncastle com PMI(c�teqgroup.net Subject: Modification Inspection Report Client Designation: Crown Castle BU Number: 826548 Crown Castle Site Name: Pasco County (VS) Crown Castle JDE Job Number: 230408 Engineering Firm Designation: TEP Project Number: 48167-9158 Site Data: 38122 Henry Drive Zephyrhills, Pasco County, FL 33540 Latitude N 28°14'S2.90'; Longitude W 82°11'09.42" 190 Foot—Self Support Tower Dear Mr. Cuthbert, Tower Engineering Professionals is pleased to submit this "Modification Inspection Report" (MI Report) to Crown Castle for the modification/reinforcement to the subject structure. This Modification Inspection (MI) was performed in accordance with Crown Castle ENG-SOW-10007 Modification Inspection SOW, Contract Documents, and Crown Castle Purchase Order number 573355. The purpose of this MI is to confirm that the modification installation configuration and workmanship are in accordance with the contract document(s) listed in Table 2. The MI is not a review of the adequacy or effectiveness of the modification/reinforcement solution. � C��F�,�,. � o� U,�� <��' ��'°�y��!� ��'�'�i��'i:l�� <. ��, .,� ;,, � �� , . � ; r".�>,, ��r�,�f {' `��J�j,�<<jr�,t ')Ii;a . t i�. ��;, i.',. �!(� ,�A' "1 �I - " :ji.. �1;��/ �� .�4{ir ��(lf- c,l,,f;��j`f<j4, ��rCa�j"J�If� ��,� �-,'��•,,_' �'�� `f 1,rI ''f j�, 1�!(a/ri^��^ ��l t� � �.��f r� t l� �f 'il�� `�f�L)��,,�'nF,�,,'�'G .1.ti��.�, �l� Page 1 of 44 Table 1 —General Information ��Y C� � MI inspector Tower Engineering Andrew T. Haldane, Professionals,Inc. P.E.,C.W.I. N/A MI Inspedor Field Tower Engineering Representative(ffa��caael Professionals,Inc. Ryan Beckley,E.I. 10/22/2013 O Independent �EOR (�Turnkey Modification Design EOR Tower Engineering William H. Martin, Professionals,Inc. p.E. N/A General Contractor Multiband Engineering and Estimated: Wireless,SE,Inc �ason Bogdan October 2013 Sub to the General Contrador Unknown Unknown Unknown Field CWI for the General Contractor N�A N/A N/A Field WDE for the General Contractor N�A N/A N/A Table 2— Documents ��) � � Modification Drawings: Creator of Drawings: CClsites: Date:7/26/2013 Tower Engineering Professionals Drawing File: EOR:William H. Martin,P.E. Job#:48167-7359 3946359 Job#:48167-7359 Date of Drawings: 7/26/2013 Page 2 of 44 Based on our inspection, Tower Engineering Professionals, Inc. determines this project: X PASSING MI The configuration, materials and/or workmanship of the modifications are installed in accordance with the Contract Documents and no deficiencies were found. _PASS AS NOTED MI The configuration, materials and/or workmanship of the modifications are accepted as noted (see detail below). _ FAILED MI The configuration, materials and/or workmanship of the modifications are NOT installed in accordance with the Contract Documents. The rejection is based on non- conformance in the following area(s): _ Materials (see detail below) _Workmanship (see detail below) _Configuration (see detail below) All observations were performed after the construction was complete. Tower Engineering Professionals, Inc. was not present during the construction phase. The onsite PMI was performed by Ryan Beckley, E.I. and Leandro Corrales of Tower Engineering Professionals, Inc., (919) 661-6351. We at Tower Engineering Professionals, Inc. appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Respe tfully mitted, `�±1t t /)/!f ,�� F� ' � !�� ,�e,� � ��;;., sF'• ,-42,i := '��.; +`".. r,i T<.7�� .�t .�- __ � ,� �,��,3 :�= ; , _, �v � . _J �`^ _ _ �, .� : - - , � , ,.9s,;: �t j _ ... y ' . . ,� , ��. ,j , Andrew T. Haldane, P.E., C.W.I. Page 3 of 44 Table of Contents PAGE NO. PRE-CONSTRUCTION...................... ... ........ ........ ... ......... .................. ... ... ........ ................... .........5 6 1 1 MI CHECKLIST DRAWING. .............. .... .......................................... ....... ............. ................ .6 6.1.2 MATERIAL TEST REPORT(MTR)........... ........................... ..................... ........ .... ... .. .. .... ..7 CONST6.1.3 PACKING SLIPS......................... ... ... ....... ....... .......... .. ... .... ......................... ... .... .........22 RUCTION.. ... .... ...................... ............... .............. .... .. ......................... ...................... ... ...31 6.2.1 CONSTRUCTION INSPECTIONS.................. .......................... ... ... ................. ......... .. .. ... 32 6.2.2 ON SITE COLD GALVANIZING VERIFICATION....................................... ........................... ...33 6.2.3 GC AS-BUILT DOCUMENTS.... ................................................ .. ... ........ ...... .... ... .. .. ......34 POST-CONSTRUCTION................................... ............................. .......................... ........... . ... . ...37 6.3.1 MI INSPECTOR REDLINE OR RECORD DRAWING(S)....... ........... ... .................. .. .. ... ......38 66 3.2 EXECUTIVE SUMMARY.................................................... ... ... ............. ... ... ........ ... ...... ... 41 .3.3 PHOTOGRAPHS..................... ..................... ................................................ ... ... ........ ... .. 42 6.3.4 ENGINEER OF RECORD EMAIL........................................ .... ... .. ..... ................... ....... ......43 Page 4 of 44 PRE-CONSTRUCTION Page 5 of 44 6.1.1 MI CHECKLIST DRAWING �- � � P � : ;. �� 'I �` �� aML � _ 'G� ! � � � �'iao �o ��"�.'•x � x� �� :`':, I I � � �� cY. 3' *.0 s i �� t _ - � �$ . �'`J �� a �m ��7 � - ■�� ' ' ' - � i� e— � a�e � a � ,r.; - � •r . y V � � �� f n d � � � �.•�� --3 a � � - Z � szis �. 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ULTIM.A7£ ELONG BEND GRa�7F. -_r� ___„_____ KSt itSl 8 ZN. TEST -------------- ---------- --------------------------�----- .;J_I�S Atl,;;,ES 2 ii2 X 2 1/2 X 3116 52,9 71,9 30.4 A36/A579 __.-'_--------------------------- PURC!iASE ORCrR ----—--___ _-------------------cT--—'-------- - H��,q NT�� 2-YIELO ?T. ULTZlSATE ESAM:,' gENp CRADE ______ KS1 XSi 8 IN. TE,,. ._ _ _ __ ------------ SPA67�5197 83 P-ECES 20, _ - ---------------------- : � mu�___ �.�,.. --- 54.9 7�.5 31.3 ------A3&1AS29------ . _°'_ "-z __�_.. _.�-___°_�__�__=��=a===zt�,a��=�'�,_.._.__..�...,_.��.._.. _ HE117 SIZE 1 YI1�f1 Pt. JL�T�AT£ 2�3ttC+ TD�ST CELIDE !�__+_ KiJM$6R � -------------------- � � ----------� �------ •-----•---- 3J3165 ANt;;,ES 63.� X 6±.� X a.g 3ga.-r qgg,� 3a,� A36/A523 ---------—------ � ?URCHASE CN[:;R NI7*L3ER-----------�----------------------�_'_---"-"-.. NpMBER ?.E�� -.ISLp FT. LI.T7MAIF. ��.,q3iC' BEND GRADE �r-- - - --- F1PA �1t 1G3aen TEST - ---- iPR6'CSd97 ' - - -- ---- ---------- 83 PI�G'�S 20• - --- ------------------ ,.._.._«:�:�,...��.,�..s„�,,,,--------_________�377_$ 513.? 31_3 A3G/A529 !g� g �.._�.�-..��_..��_______..._..�.._,.___..�..__.._ __ �' p S I CR NI ?]Q CU V N6 Cg ---------�-----------°---^..___.__. ._..._ _13 1.OG '�— ---- ------- --�16 .Q04 .24 .�� .CB _42 .2� .C22 .003 .39 N.k:itG�;I2Y RAGIVN pR p'^H�k ALPHA SOLiFtCE MpTcR1AL5 Iti A1VY _�Ry KAV�, NO" BF.E� U;iF:L� =N Tf'-� �RdG'UCTIOR OF iHIS MAT£RIAL, YO pOE:.D R�pA:R ii1S5 gEEN P£.RfOA,��, Aperoved A6S QR tiil:. C:ETt�j.t_Ak.P NO. :::-MMPQ1►-5'16 Thzs material was mel�ed aad �anuiacti:rgci in the USA W Cagic Electra Furr.ac<a pcocesses Lo meet specsf_catior.: ASTii A36-12 R5�3-QS G�50 R�?2 12 GA�p ASME SA36-2C,A 09-1� GR��.ArQ9-:1 GRStl ?ne tensite values s�aten in r�atter �nch-pc�anci ur.i s oc SI u�� rt •v � ce�arded as seQazate as defir.ed in he AS7H g�ape �pr this nacerial. Unless a me_ric �pecifir�acicn is ordereQ, t�e�s matcr�al haM bte� tested and a�ets �he rc�vsremen:s a the i�c:�-p�und ranges. T?�:s is r.o ze_tify the 3bA:•P to tv r -rG.• �nd nc��.irttr. report .�s �an^a:netl .n Lhe records c�f this (]Clll�d!iy, �nysitC'-dc 0� TC�t_s• [.esr�S F._._Te±' �+°- !1 ..[. Page 7 of 44 �u�neanm En�. -.-Po,r�ss a � = : � - - � o , o �t , � � � � _ � � � ' i � w ` O i i . a � tll IY Zi ' 6 n d �i � s � a � ° � � i3 'r -� ; :� * � � � � � �'� � � � � � Y ' r, � e v o �� Q 3 '� H: i•r , . � y o e o' � i ; � Q ,- y � 1 � M : 888 �' � '� +-g o00 _. y S Z "� 1 g � � � d �_ � ; � s o o v � ; � � ' � � � � � ' � v o o � � d � � � � � ° �( U � � v' � O O Q i � {�p� 3 � _ . . 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"�� a � . � � ~ � �� i� � °g �j ��,�� Z s� � � � �� g I Page 9 of 44 �� I ATwvrA I �nu.� 1 �.pusro� ��t.p. c�xru�c,��vs c�rrc� Oct�r 3.Z013 ��. P� �� T�,� �Ts To wrNm tc May co.e�.,,; aoesrda�oe w1Ei�t6at t4e�sd pl�ta oa lOM672ttif7+rn+e L�1.rip Plv��d ia ^a9dreoaots ot 11�e AS7'IMt tPedAealles A-127-b. ��. '_"''[,.— Gr�at H�s� PFart Ma� Marie L Tarb�: i�� M12b45i 1AMIE I.TAR80% MO�rIr Pu6ic.S�b�Fiofiat v - bSo�Cttc oc Fl.rtaa Mv�p°.e�.Pee.t t.2QM t)oct�n.f/o.UD 969a54 ��O�p M��pt 1'rw Ne�a iu�ooa W+i wa p~oo�� Mous�al MN�t ��il a�°w� hs�aKi�.+w�i rw�P�lN�dat�p w�Q�jpq�j�6h.Npp �a�� '�4�t�tw�a� �,��iaw �.cOSq�iM.w�ee �'Obl�+r� Ficpoe�t�ea�a haMafw►ms wepat�iw�.� heP+;olayii� l�p��,� � Page 10 of 44 ru�ne�wo�, -.�o,e�s � �� • � �-�e.r oMtlon � P.0.9o�cUl1� Ro�oY�, YAlq�i Ilo�s��IM� ��iilJ12-1lif Fa�6�O�i�2-OIiT T�st and t�5pec;ton R�pc�rt l:�. 57n54-i RL`ANOKa KL"J*�°CECtiSR Mfi?AI.S CORP-*AMpA 407 SVtFiIi 20TH ST TAt+�A Fi. 33605-D60a Dat> '7 r2g!?3 '��a�c.�__��_..��.�ss��a:=:�..,_ ,. �...........��..o�_«:-rs:.,��-�.-......�a,--..��__:--.o a��. pn,�,{gE� ( �2�' '_-YI�LCI Pt. °JLTI?IAiE =LChG BFSip GRaDE --------------- �°I RSE 8 I:d. TEST - --------------------�- JJ2497 ,�iGLce 3 212 X 3 • • -- -- ____ �r� X 3/3 50.4 7L5 � � - _. _------- ---------.._____ 2$.S A36/A529 ------------ �_�___-------- PURCtlASs ORDER ------ _..__.------ Ni11�ER---° pTN�� ?-YI�KSI �j. ULSIl171TE IANG 9fil10 GRAOE -------- K$2 � IN_ 2ES? 6fi90547 23 PIEC�S 40• -- - --- c- • - __._ -.- -^°- -- — - � z,��s� __.�,�� _ _ 54... 70.7 �28.3 A361A524 .. :m� as:�$s- .. ....,.-__---�_Y_�asa.a��.�e�.�.� = H£Ai S�ZE -- ---IEIA Px. UGTIYATE ~I.r'k1(';9EN0 GRA:)E •• •_m_..-- NU:�SSR MPA MP� �2Q3a�r, :EST ------- . _----- ---------— - .Ja29i7 ANGLES 88.9 Y 88.9 X 4.9 ----t------------------------------ -----__.___----- -------- - j4�•.. C33.0 28.5 A36lA529 N�NI1�cR0lil£R N(iAffiER "--2'YI� PT. ULTIMA'i'E g�p� - ---� _ _--------- `'-ECES t�A ZaJaaz BESD GRADE '------- --------- -- - 663059v ---------------- 23 YIECES 4Q' "-'""- ---------------- =m��.,........._..��..�.�„�z.s 348.2 481.5 2E.a h3b/A529 C � -��...��.�..._____..,..__,.......,��,.�.....�.«...-,...,-.�..�,.n�.� � P ST CR �°""-°___° .1�---1.00 _� N_ F!G C.TJ V � ;-v - ---------- ------- .033 .009 .23 ' ---•-°------------------------— ----------- .�� .i2 .02 .2a -- •-----—-- ------------ - .�ii9 _002 .Cl IHRTHa7bRpppCTIONROF�T�HLSA�►7ERIALR��?t47TiWEl.p REPAIRaRAgFB£ENH?�EgF'ORM�O�� JSEL� Rppxpvga AR$ QF. Mill. CerGlC:cate N�,. ?"!.-MMpQA-676 rhaK nxt�rtal �ras tne;tgd,and manutactur�d in ah VgA b basi �le tri ruxnace processes Lq tnee� c,peclfication. A5Tlb A36-12 AS��-OS G�Sq a�7�-1� GR�O AS!!£ 5J136-1h,11 9-I1 GR3�,A 04-;i CR50 zeqarded;as sepazateLasedef ne��xteirthe41�45TMusco��e�ifor�rhis �iterial� Onless a netri'C ap�scifi�a=°on in ordtc th.s material has been tested and rtceets tf.e requirements o ,he ir.ch-poun�ca:;y�;s. 'hlg xs C� ccctify the aDovr. t�� he a !ruo att�+ ar.cusate -epart as co�ta5ned in t.�p rRr.crCS af this r_ompany_ E�qlnEpx Uf T�St�• T..,wis c, '. f wi � 7r Page 11 of 44 IULTIBAND ENG_—Pp�3„9gg � �� f SMM D�ic�-Ros�ols 8r Ohrbioa � P_O.Bo=1�Mi Roaiql�YA� ��O�i� �p:SW3I2-1i�i Fau:St4J�2�Nil =esr. ar.d 7n:;�c;ction �ep�rt hO. 592U1-0 RoAttOKE KI.Q�Ft2J�R METALS �J�.�-TAl1F�1� 9�J? SOtTTN 292H ST '�'� ?i 33605-0l;�iA Date '?,'ti4I1;? �s.s:,��..��s:-1.-.-..�a-::- ^___,•:=a��::�s: ii6A7 '- - __..�..�.�.._ aYL__-`...._....��...�� I SZZk: �.•.,_-��.:n� NZ�g 1 YIELD Pt. ULTiN+ATE ELONG eEHD CsRAnE -----_ _._ KS1 K5I 8 iN. T£ST ---------------- JJ?S1U RNt:t£S 3 liZ X 3 :!2 X ]/4----------------------------- ------- -______ ______ 5a.0 73.G 3U_C �� A36lA5�9 PJRCtiASE ORRs.R NUMHER ----- - -- --. ."�`_' ��r� -- ,.�- _-4�-----7-'[IE:.D FT. ULSI:7ATE ELON� BENC GRe�E-�--- --- Ej�ffs K'I KSI B IN. TEST TPA67U509?��: ---E�'PI£rFS d0' ----53.-7------.�2.9------- -------- ..... .. __ ` � $9.�+ A36/AS79 ��T FI �IZr' � V� ' �^-==sigYlt:Ll3�Pt.yULTIMla'E £LON: $EH'D CalL\DF.s - �_�za N�� MS'p ?&'A 203:mn TEST 3.1's5'Q ��;,�g 86_3_X_98.9_XY6.d --�---372-3-----5�3_3- 3U.0 A36/A5?9--- -- � �•----- YC'�Nl!l�EAIIRD�R � ' -----------�p-------_____., ....__,»"..--'_�___-----—-- f,i�-� .'.-YlEi.Ll Pi, ULIIMAIE ELGNG HENU GR11DE ----------------------- N6�A 203mm TEST TPA5705i87 0 --------------—--- s ��r� �!� _SECES a0' 374.3 502.5---µ2s.fi� � � �,1361A529------ ....._��.....� ms .�-..-....�..��.,._�..�>ae..r>.......�.......__��«..........,.�.. __ � ---�---- S F' SI .".R hI MQ CU �r `�� "�� rR '- ---- ...'�------------------^ -!a 1.06 .023 _O11 --- - .23 .CA .Q3 ' - ----_.------- ----— ------- .Q2 .29 .Q21 .002 .d0 - - �eRGURY, p�.Illy OR OTaLrit ALPNA SOtTRCE HATERZALS LN ANY £i)R!S HAVE NOT BEEhi Uf,F.:D ZN THF. FRO�(1CTT.'JqQ Gig i[tIS NA7E�iAL. NC WELt7 r2EpAIR HAS BEEN PBRFOR?�*J, A�?C4L'EC{ pgg �a ,yqli. Certifi�ate !io_ 12-Al2?�A-4"1�i T::is ataterial was mtlt.�i and awnufa�tur e� n [ c, U q � si� F,lc tri� Furna�e p;oc�ssrs to neet epe�ific=3tion: ASiM A�6-i2 R�2�-�S G�S� AS?2-1� CRSQ �:� Sn3b-16,AT y-;1 r,R�$,A709-1: �RSu Trte tenaile valv¢� staYed in eitner in�.h-t�uund una�a �r RF i�rti.r.s a:e to be r�qazded as s�paidte as deEiaed in the ASTM aCOpe Lor Ch:a R,s-criai. Unless s me-ric spec.ti�sttor, is ordered, this materia: has been teatrd and meets the ra.;uirsments o�f tnR i�eh-pound rangts. Th:s is �o cercxfy the abeve ta �e _ T.r�ir± �nd � t�e =ecctds o! thi� v��ny. �c�:r�tc r��vr�r.-� ccs cn�tn:ned ir M+±ta11u:�.IS,*: __ t��,••n --rew cacc? Page 12 of 44 zu�ne,�a er�.-..Po��ss s y �� s�s � � �� N * i� y � �NN i.F% � �� s� s �E . � �'s��a� � � � � � - f ._ — �- ---=- — ._. _ � � --�_ �� # � � � o � _ _� � � + ;� 3 �.d t �i F n ; �Oii� sr s� � �� 7 R�� i o V K ��? .. ��:: �� ._ . �� _� ..o .�� e� g = q� �� w �� ' � � � +� . � � s $ � � !� � « � a � �� s �� g��: � at �t a � •r� MO.�O 1-O K ipK�� i� KA �i � < �� ; ��q��s's�$�^` �'_ �� o 000.eovovaooaove s�� p � � "�`"��l��a«:�=� � g �< • r � � � a � s �� ° �x � � � � �� ' �� $�� .. �� - _I�� Page 13 of 44 �u�nsarto�.--Pa�� 'D��Y � nY�s-Raanoke Bar pi�ision PA.6oac 1il�i Raanofn.VA2�07i RM1/��rq�M �-616,3[2-tiil Fu:6�i�3�t21tS7 Tc.t and Ics�cctian FiNpocG •aU. 583ti: 6 RpANOKE `•�E��R MEF1[S :ARp-7AlSP.1 *m!�'�ACiJTH 2pFH �T FL 3?60S UUUO Date 9; � _ � a___.._ 2C.13 PtU�?!HE'.R9� �SItE�-�-'__�.z__-_....__L4Y z �.�: ....�____- �..��.._sa,. _......-- �a � r .... _. ._.. ------- F�� L. :1LT1l1AT� £LqNG BEND GAADE l -------__--- KSZ K5T 8 7N_ 'frST --------KUMSER--- JJ3ibS aNGLES 2 lf� ?( 2 ------------- I;T k 3l?6 - '-------- ------ -------____ 3U.0 -----"--_----- •.�-9 71.9 A36/A529 '-'ti�S�ORDEk ---- ------ ------- --- ----------- _ ---^....___ _ PIEC�S -YIKSO PS. UI.KStIATE EfANG HLiiO GRAOE ---��-�--- 8 TN. TEST TPA670�497 —-g3 ?T£CES 2p�----.._� - -- ----- -- °- ------------------— HEAF �••��• �'_�,. - 54.8`� r 7.}.S� 31.3 A36/AS29 ---° � ..e:.. . a_ �_�..��.,-_- .... «��.,.,,._=��:=ze�.�a�o ! szz� --__- ^Ct7MBER ;-YiaL� PL. UL?tMA?E F,I,QT�;G BEND GRADE ~'�..�--- -- .__------ Ml'A MPA 203rrm TEST -°`------ ._'__----- JJ3165 At�;,*,t-,g 63_S :t 53.5 X 4.B -------------_ � _------------------ --------------___ 36a'i 59�.7 3U.0 n36lA529 PURCHASB ORDEFt ----------- '-------------------•,._..�_.. �_----------- .�CE 2-Y:rE�Lp� P?_ U[,TIMATE E�,p3+G BSND GRRDg �1IJt�BR �- -------__. lfl�A 2C3mm TkST TPA670549']------• .__.------_-- 83 ?IEC£S 2�•-------- -------------------------- � _:�- 3"r'r.� y14.7 3i.3 w36/A529----- �=s�.....,....: .,,�....s::�....�..��s..��>r�.......��..��,..::�.��..��..............��.. C � ? 5_* ��..___:< --------__-----5__---------'-_ T'� U ti K8 4E -:3 I.QC .026 ----------- C .U04 .2� ,p'r ------------—- ----------- • NI -------- .08 .02 ------- --- .25 --- -------- • .022 .0�3 ---------- --------------- . 9 11�RCUR't FtppIUll pR pT,yEx �ypKA SOUR�S C9ATFRIALS I?! AAS�' FORM tiAVE NOT B�F.N USFA TN Y}fE �AODUCI'IpN pF THIS t�LiTEFtIAL. NO NELD REPALR HAS �N pER£bRNF.O. Appraved A3S S� Hili. Cer`.rficate Ne;. 12-H.yPQA-676 Thls n+aterial wa, ineltetl end manufacturqp in tpe USA b basic� E;ectric t'urna,�e proce�ses tc meet „pecificatlor:: ASTM As5-�2 pSZg_CS G�SJ, A572-12 GR50 A� SA36-1�J,A7�9 11 GR36,R7(l9-11 GR50 r�9at�sdles sep,verace as�de�inedtin��he ASTH�s�opuen EorVthis mateiialp Unlesa a me:r1C 5pecix= a:ion ia prdAred, tilis :naCerial has been testeci ar.d :nrets the requizen�nts p� �he znch-pav�d ranges. ��-s x� to cettzfy ihe abovr. ;p be a teue r�nd �rrusar_e repprt as �ontolned ir :he re�ards at :hls co�npany. anGir�cat �f Tests: [,ewi� � _.1.��L.W��21 Jt Page 14 of 44 Il1LTfB,4N1�FNC: p(�•+�� `o : u oe�� o e � � d �$ � � : a � + �� O• � � � �� A � � � � � + Q� �* t �S� i � O � > Ss � ve a � � � : : s � � �� : � � �5 �"�` � o: �� °esx� ��'�� ::�: � ��r '� �s� r-�i� � a ::�g �� : � �� ,' : !- s x � � �� ! � :�- - � � gaxi « �$ .. ..si � �� • ° � � * . � 3�.� eo . � o :} � : � ��;i � � � � �a f .. e w r� � ° ° ��XG 'i : '� a y ''� R y� �� M , e e r • • n ^ K 9 �j �Y .'22 :5 � .� � R � �� r �� E w s ` � � � � _ � � �� a� . a� �� : _ �� f� � � $ , � � �� . ~ �� _�� -�;_ �� p �� r�� " � �� a�� Page 15 of 44 �NGNAAI I ATLANTA J ,�ACK90NV!l.LE 1 FiOIlSTON ��L.P. 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