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HomeMy WebLinkAbout11-12435 CITY OF ZEPHYRHILLS ' ' S335-8th Street "�"—'� (813)780-0020 12435 ELECTRICAL PERMIT Permit #:12435 Issued: 10/27/2011 Address: 38122 HENRY DR Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL. Class of Work: ELECTRICAL MISC Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 12,000.00 Total Fees: 142.50 Subdivision: CITY OF ZEPHYRHILLS Amount Paid: 142.50 Date Paid: 10/27/2011 Parcel Number: 02-26-21-0080-OOA00-0070 Name: UCI CONSTRUCTION SERVICES LLC Name: CITY OF ZEPHYRHILLS Addr: 6375 HARNEY RD STE 107 Address: 38122 HENRY DR TAMPA FL 33610 ZEPHYRHILLS, FL. 33542 Phone: (813)386-6202 Lic: Phone: Work Desc: REPLACEMENT OF ANTENNA AND TOWER EQUIP ELECTRICAL FEE 142.50 1 / � ROUGH ELECTRIC CONSTRUCTION POLE PRE-METER F � �� � � f � FINAL � � l 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 «�nstruction c) repairs or wn�ections not made when inspection called d) work not ready for inspection when called e) permit not posted on job site � plans not at 'ob 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 recording your notice of commencement." Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. 1 CONTRACTOR PER OF I PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER $�� City of Zephyrhills Permit Appli -- . �eo-ooz� 9�aeing oePartrnerrt � �„���� . � �e� R�a�� �-/� �/ �.�..�,� � ra s 7 6 - c� 3 �T-�,�- Owners Name �' Q� 1...� �� - 3 Owners Address � Owner Phone Number Fee Simple Tiqeholdar Name l.� c � Owner Phone Number �— � FeeSimpleTiUshoWerAddreaa 3 �� "33 ' Z JOB ADORESS 3 a � �\ _�F— LOT � �� SUBDIVISION PARCEL IDAk � �. — ��p - •�.1 '� � •" A ' l (OHrAl1ED FROM PROPERTY TAX N�710E) WORK PROPOSED e NEW CONSTR B ADD/ALT � SIGN Q Q DEMOLISH INSTALL REPAIR ���� PROPOSED U3E Q SFR a COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q �—�, DESCRIPTION OF WORK T� (,� ` p� Q ` V w ,Q �'� Q C) Lt � e. � l BUILDING S12E !`� �'t SQ FOOTAGE N/� HEIGHT ( l O �BUILDING E � VALUATION OF TOTAI CONSTRUCTION QELECTR�CAL �� AMP SERVICE � PROGRESS ENERGY a W.R.E.C. QPLUMBING �� ���� r1 `� �, QMECHANICAL E VALUATION OF MECHANICAL INST�TION / � /�_�, r'f QGAS Q ROOFING Q SPECIALTY � OTHER 1 �/ VOv( '� �'�� ����� � Z �� ( y/ � �f� ���s FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES � NO � � S�NiNATURE � � �^ 1�� aeci�s� Y! N � cur�n Y 1 N ��� ,�lz , ����,, Addre �,�,�: � /� �C� 2� ELECTRICIAN COMPANY � J�� pO SIGNATURE �— � rtEGis�o Y/ N � cuar�n Y/ N r � f 3 � Address License f � PLUMBER COMPANY SH3NATURE a�cisr�o Y/ N r� cur�n Y! N � License * �_ MECNANICAL � � COMPANY r SIGNATURE r�ciS�o Y/ N F� cur�n Y/ N Address License t OTHER COMPANY � SIGNATURE REGISTERED Y/ N peE CutrtEn Y/ N Adtlress License � � f � / ���� // ��// 1 �/�� 1 /�������/�� 1 �� 1 1��1�����1�/���������1/�/t������� RESDENIIAL Attach (2) Plot Plans: (2) sets of Building Pla�: 11) set of Energy Fams; R-O-W Permit far naw construction, Minimum ten (10) woAtinp days aRer submiftal dste. Required onsite. Construdion Plans. Stortnwa[er plans w/ Sdt Fence inst�led, Sanifary Fadlities 8 1 dumpster, Site Work Pertnit fw subdivisionsAarge projeqs COMMERGAL Attach (3) oomplete sets M Building plans plus a Life Safery Page; (1) set M Energy Fortns. R-0.W Pertnit for new consUudion. �nimum ten (10) working days after submitlal date. Required onsite, Construd'pn Plans, Stom�weter Plans w/ Silt Fence installed, Sanifery FacilRies 8 1 dumpster Ske Work Pertnk for all new projeqs. Ap commeicia� �eyukements must meet compliance SIGN PERMIT Atlach (2) sets of Engineered Plens. ""PROPERTY SURVEY required for aN NEW constniqion. 01nc6ioes. Fill out application completely. Owner & Contractor sign badc M application, notarized If over 52500, a Notlee of Commencement is requlred. (AIC upgrades over S7S00) " Agent (for the contrador) or Power M Attomey (for the oNmer) would be someone with ratarized letter from owner authoriang same OVER THE COUNTER PERMITTING (Front of Applicatan Only) Reroofs ff shingles Sewers Service Upgrades A/C Fenoes (PbVSurveyJFootage) Drlvewaya-Not over Counter'rf on public roadways..needs ROW N0710E OF DEED RESTRICTIONS: The undersignecl understands that this permit may be subject to "deed" restrictions" - � which may be more restrickive than County regulatior►s. The undersigned assumes responsibiiity for compliance with any applicable deed resUictions. UNLICEN3ED CONTRACTORS AND CONTRACTOR RESPON3IBILITIE3: If the owner has hired a contractor or contradors to undertake woric, they may be required to be lice�sed in aa;ordance with state and local regulations. If the corrtractor is not licensed as required by law, botF► the oHmer and conUador may be cited for a misdemeanor violation under state law. If the owner or intended contractw are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building tnspection Division—Licensing Section at 727-847- 8009 Furthermore, if the owner has hired a contrador or contractas, he is advised to have the contractor(s) sign portions of the "cordractor 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 properiy licensed and is not entitled to permitting privileges in Pasco Counry. TRANSPORTATION iMPACT/UT1LI71ES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the �strucGon of new buildings, change of use in existirg buildings, or expansion of exisGng buildings, as specified in Pasco CouMy Ordinance number 89-07 and 90-07, as amended. The undersigned aiso understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood thffi Transportadon 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 irnrolve a certificate of oxupancy or final power release, the fces must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco CouMy 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 applicarrt, have been provided with a copy of the "Florida Construction Lien Lavv—Homeowner's Protection Guide° prepared by the Florida Department of Agricutture and Consumer Affairs. If the applicant is someone other than the "owne�', I certify that I have obtained a copy of the above described document and promise in good faith to deliver ft to the "owne�' prior to commerx:ement. CONTRACTOR'S/OVYNER'3 AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Appliqtion is hereby made to obtain a permft to do work and installation as indicated. I certiy that no worlc or installation has commenced prior to issuance of a pertnit and that all work will be perfom�ed to meet standards of all laws regulating constn�ction, CouMy and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regutations of other govemment agencies may appy to the irrtended work, and that it is my respo�sibility to iderrtify what actions I must take to be in compliance. Such agenaes indude but are not limited to: - Departrnent of EnvironmeMal Protection-Cypress Bayheads, WeUand Areas and Environmentally Sensitive Lands, WaterNVastewater Treatmer�t. - SoutMMest Florida Water Management District-Wells, Cypress Bayheads, WeUand Areas, Altering watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Watervvays. - Department of Health & Rehabilitative Services/Environmerrtal Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation AuUrority-Runways. I understand that the following restrid'ans apply to the use of fill: - Use of fill is not allowed in Flood Zone "V° unless expressy permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fili 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 oMy to fill the area within the stem watl. - If fill material is to be used in any area, I certify that use of such fill wili not adversely affed adjaceM properties. if use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the buildirg permH issued under the attad�ed permit application, for bts 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 thffi a separate permit may be required for electrical work, plumbing, signs, welis, pools, air conditioning, gas, or other instaliations not speafically induded in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit preveM the Building Oificial from thereafter requiring a correction of errors in plans, construction or violations of arry codes. Every permit issued shall becane invalid unless the woric authorized by such permft is commenced within six monU►s of pertnit issuanoe, 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 e�ctension may be requested, in writing, from the Building Offiaal for a period not to exceed ninety (90) days and will demonstrate justfiable cause for the extension. If wo�ic ceases for ninety (90) consecu6ve days, ttie job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING T1MCE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCINCa, CONSULT WITH YOUR LENDER OR AN A7TORNEY BEFORE RECO NG YOUR NOTICE OF COMMENCEMENT FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRAC ,liL��-+1/�`'�''�� ,,K„vt,• / , ('�t Subsaibed and swom to (or affimied) before me this gu�aibed m to� r aIN by _-_ 8f)d Ii11ed) befofe me tlik �L7 � ! Who islare personelly known � me or heeMave produced iV�' /� ersonaly known m me or hasmave produced as identlflcation. as identification. Notary Pub6c � � Public Commission No. �� � . •�rr' ��: � �ti, ; :��cerriber 12, 2014 Name of Notary typed, printed or stamped Name of N , ,.. '�i , o y_ " OCT-26-2011 17�15 UCI CONSTRUCTION 813 386 6204 P.01i01 e�a�eo�aozo City of Zcphyrhifls Pem�it Applf ' rr—• •_ eo.00�� ` 6WWMIp DOOYkM�nl 4r � / � \ ��m d �/0-/1 �,.�,� � � � 7 _ t� � ; Owrhrs NmM �..,� a�.nsr �� , Orw.r. bdi... � Own�r Plwn� Nwnln � RN SMqI� YNl�Aeka N�m� � � Own.r Pion• Numbar F+� Sp*pb TMNh�lda AMna� '�h 7�... � , 3 3 2 .qs IiOoRR&S Z, ` , t' F.. lOt': � svad�v�oN .__ _ ._ , `. ... Po,RC� iw 0 � � �to' J- ( � A - C�0'] (eeRNdm Mi4� 11rorMrr T�7t N�71cF) WORKPROP09ED � NEwCONSTRB Ap[yp4T � 31� � Q DEMOIJSM INSTALL RFPAIR FROPOBEO uSE Q SFR Q COMM � OTHER ME Of COI�TRUCM1ON � BI.00K Q FRA11E � STEEL Q oESCaPnoN o� woac � G �. ' '� � u:e � 'P �" � � � ��u�s� N a� $o�A� N� Ne��t ��o' . �BWLDING S �J v.�uqTON OF TOTAL CONS7RUC'RON �/ ����T�� �i �� M1P SERVICE Q PROGFESS ENEM1lSY �] W.R.GC. j �__. I pPLUMBING �. � �I�� iJ V QMECh1ANIGU. = VAWATION Op �GMANIC�L IN57�T10N r .. • ' ,/� ; �^ /' r �(fK1���C71 OGA3 � ROOFING � SPECIALIY � OTHER ( �/ VV��/ ��� � / � P � 9'.27.Lr~ l � �11'C"�'�'� FINIgNtO FLOOR ELE�/ATII�NS FL000 70ntF AkF,q �vtg � NO � F C� 1 , B � `,t � k" ,'\' ��',,�`� ��� � ry �L `�• � u� a ; �.,�+-., a � �'�"�i�i�,�+;��- , , , .a,, ,' � , .�,� �IC�w�7UpEti ; � ^ �, o '' i'' '�' qeacR9wn Y! N � arsaa /N �;Y'n• �'— l �;: ,,,,,, ":wa,.. , �5 ,, urn . ' �o� . .�,Pa. F'1, um,... �C / / ��: \� � � J r / � ��'` � ZI ELEC7AIppb CONPiWI� I G�C�' LO/IS`�'/� lOy� �� p(; Sf�iN4TUqE � akolmiu:o �/►i � d�. V/ N l �t � 3. 7�' � �a�, S a rr, r Io /o M,� F�.. �C'000 /G PLUMBER CONPANY •� � nC.0131YaCO Y/ N Fff EWIEA Y I N AAUMa Lieans� I MEGHNMGL �� EONPANr � , SIGN�tiywE rrtalsllritp y! N �CC aMEA Y/ N POqr..r Uoense � � 07NEA COMPANY � � S16N�17�tF n,o�' Y/ N 1� CuwE� V/ N •-,•�••_• M9na ` Uoens� f ]. _ _ _ � Ifl � f � 1 � / �� I � 1 �� f l 1 ��� 1111 lI�If�illil�I��l1l�I�tNt�xl���R[I1/�f//11� RESIOENIGL AU�eh (�1 � PN1ns� (2I soti ol tlWltlfnO PHns: tS) �et M EHa�Oy Fares� R�O-Y4 NemM for rnw m�vc0on. AYrdmum rvn (1� woAd^Y a�s qry� wpmhlN tlak. F�quiled oiwle� Cort�w7on P4ns. S�aR+wolol PIinF w� 91t FMICt nSWeO� Sa�iWy FedQlss R� dumpWw; SIN Wo�k Pernultor sup0irbionsllaros prbew COMMERqAI. /Nlseh (y) compls� �eu o! Buidinp P�ons pluz o LNo �I�h P�: (�) N�I Of Erlagy Fams R-0 Par}n�! fof new o�p�. M��ifaU�t bn (t0) WO�kMO �yt otiv ahmqlal dale, q�quhed ens4a� CuKWCtlOn PItM� SbrTwa�ue PI�N rd S$ farqa MOlAAOq, Ra�tqry FaGbuK a 1 OYmp�G Si� WarA Pamillor all nowpiajactc. A1 cmun�rd�l epyran9nKTlKtTOW Cp1�Othnos S1GNVF,AM�T AN�ehR1lASe(finpinaaadPlsns. �'PROVEATY 5URVEY npArotl b� �N NEW mnaruaion, - .� • - _ OhreKe4... - FMI e1A ipp�6+itlOn COTpIt1EM. Owner 4 ContrAC7x dpn 6qd� q �p�p�on. noWReO �lew� i2500. � NoNc� oi Canmanc«n�nt Is Aq Wna ��uG upon�r w.. s7ioo! " Mem (bnn. mnaacu� ar Pawar m Aamnay (tar ne ew+M woWtl ee eemee�w wlm noe+wirea I.nerSon ew�w 4uvw�hinp inme OVER ME CdUN1'�R PERMI7TIN0 (FM+A OfMpliad�on Oriyj Rlr�of6HaNrplss Seware $pnpp UpptptlCa A�C FE/ICW �PbtlSuMyfF001Bp!) 01'N�wafh �NO! OVM Ceunler if m pu6Yc raadwray�..neods ROW TOTAL P.01 Prepared By and Return to: T-Mobile USA, Inc. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Attn: Jolene Ratliff 3407 W Dr Martin Luther King Jr Bivd. 2011167591 Tampu FI. 3360,° � 1/2�OFSSW 1 /4 4 TH G S88DG P 50MIN 15"W D796.6 19R10 FOR POB AKA S R/W LN HENRY DR TH CONT $ 200 FT TH S88DG 50 MIN 15"W 200 FT TH N 200 FT TO S R/W HENRY DR TH N88DG 50MIN 15"E ALG R/W TO POB OR 706 PG 559 & OR 806 PG 104 FOR OFFICIAL USE ONLY ' Permit No. Key No.. Carrier Site Number• P.2G0082A Rcpt:139599s Ree: 10.00 DS: 0.00 I7: 0.00 NOTICE OF COMMENCEMENT 10/27/11 D. Bonil la, Dply Cl��k � PRULR 6 0'NETL,Ph D Pq5C0 CLERK i COMPIROLLEh state of: Florida 10/2��st �t5�.� t° 344 OR BK Z� PG County of: Pasco THE UNDERSIGNED hearby gives notice that improvement will be made to certain real propeRy, and in accordance with Chapter 713, Florida State Statutes, the following information is provided in this Notice of Commencement: 1. Description of Property: Address: 38122 Henrv Drive Zeohvrhills FL 33540 :(Legal description of the property and � street address if available) PID# U-02-26-21-0080-0OA00-0070 2. f3enaral Description of Improvemant: ; Pr000eed entenne modiflcation on existina telecomm�nication elte 3. Owner Information: Name: T-Mobile USA. Inc. Address: 3407 W. Dr. Martin Luther Kma Jr Blvd Tamoa Florida 33607 � Interestin Property Leasee Name of Fee Simple Titleholder (If other than own r 4.� Contractor U�T�'�'N�'����^�'� �plbert�u�cr� Addre City: State a OqdN" o L � Q MQIR� 5 Surety Name N/A Address: City: State 6. Lender: Name N/A Address: City State 7. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7), Florida Statutes: Name: Mike Ackroyd Address: 3407 W. D�. Martin Luther King Jr Bivd Tamoa FL 8. In addition to.Himself, Owner designates Carole Bradlev ofv.;_�:°_'.T-Mobile CLC to receive a copy of the Lienor's Wotice as provided in Section 713.13(1)(b�, Statutes, . . 9. Expiration date of Notice of Commencement (the expiration date is 1 ye�Y from the date of recording unless a different date is specified.) - WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART i, SECTIOId713.13, FLORIDA S7ATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PftOPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE F1RST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOU LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEME � � 10. Signature of Owner: Print Name: The rego' g in ; ume was acknowiedged fore me thi �� day of �(.:ii(�/ ,_� bY who is �personally known to me or (_) produced � as identification. - o*` Notery PuDlic Spte ol Florida Notar Publi : � � TheresaG.Brown y Print Name: . M Canmisaqn DD751735 �'�.1��1?� :. o�n Exaires Verification ursuant to Section 92.525, Florid Statues. Under penalties of pery'ury, I declare that I have read the foregoing and t t the cts s ed in it are true to the st of my knowledge and belief. Signature of Natural Person Signing (i L e#10) Above STATE OF F,LO��D�I, OF PASCO THIS IS TQ �EFZI'IFY THAT Th(�'FOREGflING IS A TRUE AN�D CORREGT GOPY 0� f'Ca,E JOCUi41ENT ON FILE 01� OF PUBUC R�CORp IN'THIS OFFICE WITNES`5 MY HAND D OFFICIfaL�EAL THI �DAYOF ' !e 2 PAU EIL TROL ER . ;,. BY UTY CLERK . � construction services, Ilc. TO THE GROWTH MANAGEMENT/ZONING/BUILDING DEPARTMENT: I, Albert R. Luper, License Number CGC1518576, of UCI Construction Services, LLC, located at 6375 Harney Road, Suite 107, Tampa, FL 33610, hereby designate and appoint Jimmy D. Turner as my Agent of Record for any necessary permitting processes, including but not limited to registering my license, filing/submitting applications and picking up permits. Mr. Turner is vested with the authority to sign/execute and file any and all necessary sets of plans, applications, registrations or other required paperwork necessary in the permitting process. He has my authority to respond to any and all comments from staff. Furthermore, he has my authority to pick up any permit once approved by the appropriate jurisdictional authority. SIGNATURE OF CONTRACTOR: � Albert R. Luper, CGC1518576 STATE OF FLORIDA COUNTY OF HILLSBOROUGH The foregoing instrument was acknowledged before me this �� day of �OL , 2011, by Albert R. Luper, who is personally known to me. � �� Emily E. Anderson :�� EMILY E ANDERSON Notary Public = + P ,' ^'4 `� ': MY COMMISSION # EE069614 . EXPIRES March 20, 2015 My Commission Expires: 03/20/2015 .,,orw�,, (407) 398-0153 FloridaNduyService.com 6�75 Harney Road Suite 107 • Tampa, Florida 3361 O phone: B'13-386-E202 • fax: B'I 3-386-6204 � 1 canstruction services, Ilc. TO THE GROWTH MANAGEMENT/ZONING/BUILDING DEPARTMENT: I, Todd W. Schlemmer, License Number EC0001643, of UCI Construction Services, LLC, located at 6375 Harney Road, Suite 107, Tampa, FL 33610, hereby designate and appoint Jimmy D. Turner as my Agent of Record for any necessary permitting processes, including but not limited to registering my license, filing/submitting applications and picking up permits. Mr. Turner is vested with the authority to sign/execute and file any and all necessary sets of plans, applications, registrations or other required paperwork necessary in the permitting process. He has my authority to respond to any and all comments from staff. Furthermore, he has my authority to pick up any permit once approved by the appropr'ate jurisdictional authority. SIGNATURE OF CONTRACTOR: Todd W. Schlemmer, EC0001643 STATE OF FLORIDA COUNTY OF HILLSBOROUGH The foregoing instrument was acknowledged before me this �� day of �OC�°� 2011, by Todd W. Schlemmer. who is personally known to me. � �� Emily E. Anderson ;�;�'�;: EMILY E ANDERSON Notary Public •, '- MY COMMISSION # EE069614 My Commission Expires: 03/20/2015 �.,,�,,;,�,�.� EXPtRES March 20, 2015 (407) 398-0953 FlorWallota Service.com 6375 Harney Road Suite 'I07 • Tampa, Florida 336'I O pFione. 81 3-386-6202 • fax: 81 3-386-6204 -�- , �� , � � � City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: ���-/(�—� � Site: �Z Z �Hr � Permit Type: ����ll��Y� y9�r�nan.t'�GJ ���� G� �`" 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. �' � Kal in ' e lans Examiner Date Contractor and/or Homeowner (Required when comments are present) OCT-26-2011 16�17 UCI CONSTRUCTION 813 386 6204 P.01i06 : Zephyrhills Building Department , Fax numbe�: 780-0021 I rom: Emily Anderson . Y'M . I � constr�uction servi�es, Ilc. Fax number: 813-386-6204 6375 Harney Road, Suite 107 ������"` � Date: 10/25/2011 Tampa, FL 33610 � - � • - , . ,� .. ,�,,. .. Telephone (813) 3$6 Regarding: Contractian Registration ` F�x (813} 3$6-6204 � .., I Phone number for follow-up: � ' 8�3-386�6202 ext. 201 _ . . ., . . ... ,. . „ . . „� . u� Camments: Sj� �- ° � � �G Gaod Afternoon, GG�� ` l � �� �„ f 7 Per our conversation, the following inciudes: � I � , K � �� , � �^ �� /� �°�� ��� � � `u�9 �J GC License � (,r�� t Q ��, � EC License 7 , �� Business Tax Receipt � � � ��' Z � � o - Insurance Certificate �,I_. �iU� /�--, My fax number is 813-386-6204 so that you may fax the application for signatute. ���� If you require any additional information please tontact me directly at 813-386-6202 ext. 201. Thanks for your help! � � ��a f • Bobbie Swetland From: Bobbie Swetland Sent: Thursday, January 12, 2012 8:05 AM Ta� 'Emily Reimer' Subject: RE: your request re: permit #12435 Attachments: S36C-112011207490.pdf Good morning Emily, Please see attachment for Contractors Completion certificate. It has been a pleasure working with you & should you need any further assistance, just let me know. Sincerely, Bo66ie --- _____------____._._ __ -- .-.-_._._ - -- ------- -------- - -- ------- --_ _. _. From: Emily Reimer [mailto:ereimerCalucics netJ ---- ------- -----_.___ Sent: Wednesday, January 11, 2012 3:44 PM To: Bobbie Swetland Subject: RE: your request re: permit #12435 Good Afternoon Bobbie, I would like to request a certificate of completion on this permit now that we have passed our final inspection. Please let me know if you need any information from me. Thanks so much for your help! Sincerely, ����� . ► UG Construction Services, LLC 6375 Harney Road, Suite 107 Tampa, FL 33610 Telephone: 813-386-6202 ext. 201 Fax: 813-386-6204 __ -- ---- — -- --- --------- - -- --- ------- - - - - --- ---- - --- - - - --- - - --- rom: Bobbie Swetland [mailto:bswetlandCa�ci zephyrhills fl us�] � Sent: Friday, January 06, 2012 8:43 AM To: ereimer(c�ucics.net Subject: your request re: permit #12435 I pulled permit #12435 for 38122 Henry Dr for replacement of antenna & tower equipment and it hasn't had a"final" call in. Please advise. Thank you, Bo66ie i . Bobbie Sharon Swetland, SCSS City of Zephyrhills Bldg Dept 5335 — 8` Street Zephyrhills, FL 33542 Phone: 813-780-0020, ext 3512 z . . � N M ,.. � O N N � � � O � H � � � � W W E ,, a Q A a Q � � N � � � O �„ N '� z � N � � '� w a � E, o o U W � �--� Q � z � O z ° � _ � � ? � w � z -� � � . � a � z , z w �H � � z _ I� W � � � � W U� � � o a� x � � �" ° o a H 0 a � o z � (x� U1 F,,,,� ,� w a N x � N o � ¢ V � � o W � O � � ~ �" ° � � F'' � A ° o w ° (..�'.� � � o � '� � z '—, c � O �; °' N I q U ln U " x � a N N C3 � � N ' � ^' O z GG o ° c+� ° � A v� c.� •� A � v� � � � � ..� w � W a w x z w � w o x � z A � a w � ¢ a, � � � i Date: August 10, 2011 Peggy Anderson Tower Engineer�g Professionals T-Mobile Towers 3703 Junction Bivd 12920 SE 38th Street Raleigh, NC 27603 Bellevue, WA 98006 (919) 661-6351 Office: (425) 383-3537 rparkerCa�te�grouq.net Subject: Structural Malysis Report - Revision 3 T-Mobile D�esignatfon: T-Moblle Reconffguratlon Site Number: A2G0082A Site Name: Pasco County (VS) Engineerfng Firm Designation: TEP Project Number: 110908 Sit�e Data: 38122 Flenry Dr., Zephyrhills, Pasco County, FL 33540 Latitude N 28° 14' S2.9 ; Longitude W 82° 1 t' 9.4" 190 Foot - Self-Supporiing Tower Dear Ms. Anderson, Tower Engineering Professiona/s is pleased to submit this "Structural Analysis Report" to deterrnine the structural integrity of the above mentioned tower. The purpose of the analysis is to determine structural acceptability of the structure stress level. Based on our analysis we have determined the stress level for the structure and foundation, under the following load case, to be: LC1: Existing + Proposed + Future Equipment SuHidern Capacity Note: See Table 1 fa the existing, proposed, and future loading. Sn'ucture ControlYng Camponsrn 90.8% Leg Section T4 (120' -140') The analysis has been performed in accordance with the ANSIlTIA-222-G-2-2009 �tructural Standard for Antenna Su rting Structures and Antennas - Addendum 2 and the 2007 Florida Buildinq Code (with 2009 Supplement). All modifications and equipment proposed in this report shall be installed in acxordance with the appurtenances listed in Table 1 for the determined available structural capacity to be effective. We at Tower Engineering Professiona/s appreciate the opportunity of providing our continuing prof ssional services to you and T-Mobile Towers. ff you have any questions or need further assistan on i or any other projects please give us a call. Res ull su mitted by: \\�� ��W !' f ����/� j,/ . �\\ �` N ��/� � ' � 0.7 os = :*_ drew T. Ha ne, P. E. —���/ �_ J 2 G' �__ ��� � _ peY�� � �� � � � STATE OF �i� \ � 0 March 8, 2011 Original structural analysis report �/ ��QRfD G ����� 1 April 21, 2011 Revised struc Metro S I adi�ude proposed ���/a���N A i�? ���� 1111 2 July 5, 2011 Revised structural analysis to indude proposed Verizon loadi 3 August 10, 2011 Revised T-Mobile proposed/exitingffuture loading RISA Tower Report - version 5.4.2.0 . ('r (. .. � � ,� - i;f"�j� /UF,' , .�[�'/ri:'.'f+! i'l.�� Ct ri'�, , �.`, -- i 1;�/.jC� ,r�i %�i„3�'�'1S / �, I, ' �� i :;Ir':�; ,;�,� . 'GJ�:?i1 (� ., ; �„ , '�'I�i;�i �'d�,,� �� ..�.��. &.. �: �...P�' ;.s��f i�8 � �':ha . J bk` ! i:{F:i.J^,at� d �+..�� 'j - �' � ^"�Y . °:i5ra ���."4l�i ����i��t ' ab�e 1-�xisting/Future/Pro��osed Anl:enn:� and Cable lnformation Tabie �- Desi!�n Ant°nna :,nd CaL,�r, Ir�fr�rmat�or, �; a�4��..Y:��� � ?fUC;.�6�URE ' ab�e � Documents Provided 3 1) Analysis iVlethod 3 7) Assumptions �):=.�9AL�'SiS R�SiJL.I'a 7��.-�,� 4- Component Stresses vs. Capacity Table 5- Component Stresses vs. Capacitu — Fo�!ndation Table 6- Dish Twist�Sway Resulis for 60 mph Service Wind Speed 4 1) Recommendations 5� �,pP��pDI� A RISATower Output 6) �PP�Ivf�iX B Coax Configuration l) , ��'�ENDeX C l�cfditional Calcufaiions f � � � � K 4 s , � „ � � f�ISAFo�..��., , �- , •�� v � .i� , -; ,� ; � /ir�qi �. 1'), ^:;'f "1 ;.U; „',_; -,_"f'�� r,:�t '(.� , ;iU� ��, „ ;�,.'(� �l ^ ,�'' � i �,�,: I' 'fi�_;! % �Ul:'�7CI 1 y �;�i' - '4';.,� . � ,� _ ��J,. 3!r u, CQ _�7L 1 �j/ �l ) , �-,a y�:: 3 � � AS��'e !°'r.�t, ,, 1 r����9 i ill; ie.)1P✓'?I" ;,� 23 j 3(.-il ,t�� .,�1�,�.; 1�i C; `" v�'�?i i;':; ir��1:;C� i'y �'cl{�7;0(ll I(� f'�OVt3!71�.)�f t)f 1J�'J TfiF; tOWE;i W?� Gfl�]Il1c3liy Uf)SIC)Cl�, f!)i '� �'.=t:'S� iil'�? �.Mif�� ,.'���;�.' C)f il!', 'Ti���l 7V!ii'; Ii0 "�:.^, �iflU �l`i Illprl I`I(yr.�i SE:�I%P�2 �O�C, pE� l ��r���:'- " �- `i)f t,'1', ;-�fi�)U`� „=i(iC."� I� �:`:i ,Il I ':t;�„ � , �: .� � iUi `,�•.:Il '.rlv 31i /'�II inforn �rovic;e tJ �F-�� W�;S �iSSlIf71GC� c'1;CUC21�; aflU COfY1�C7�@rG Lj ha�`�.-i''_ �.�"i`^,�S:�f�{t: The �tructur��l anaiysis ���us ��erfc�ri,�� ior ti�i;, tov,�E,r i�� ac�;ordance with ih� r�quir�ments of ANSI/(�la-22� G-�- 2_C09 S'�ructurai Standard for An+ nna Su a�ortiri� Stru�_tu�r_s and_flntennas - Addendurn 2 using a 3-secor�d c�ust wind speed of 110 mnn �Nit ; no ic;e and 60 rr•�ph ur.der s�rvic� load; with the fc!lowing criteria 1) ly�e of Anal�,is niqor�us Siru�turrii Analysi� ;'_� Cidssification of_Structurc� Cla��s II Uefinition Str�actures used for servica, that di.ae to height, us� or location represent a significani hazard to human life and/or darr��ge to properiy in the event of failure and/or used tor services thai may be provided by other means 3) �x osure CategonL Exp�sure f3 Definition Urban and suk�urban areas, wooded ar�as, or other terrain with numerous dosely spaced obstructions having tne size of single tamily dwellings or larger 4) Topographic Cate�c orv Category � Definition No abrupt changes in general topography, e g flat oi rolling terrain, no wind speed-up consideration shal! be required 5) Eartnquake Cateqory Not Corsidered Commentary Earthquake effect� may b� ignored per this Standard for site locations where Ss do2s not exceed 1 0 (Pasco County `�s=Q 1 U� � � � � � � f g � �IS;�I ower R>port - version 5 4 2 0 � . . illt"i..� �`� _,: i ' �`�. � . � ��, �r _ � ,���i�f;, �r; �/i.'r � "! iJ7' ,�.�� '!� _ � ic.'; v�r� , � � , i. �ilf�'j�� (' ,� - 'l�, . �'�' „�, . 1 �!:;t)� , ,. ;I:.rG� -� `; �,, '��':4 f �%l�;i."b¢'_i� p;,..�� .<f"d'i.:^E14:�s cJ6 �' t`s!. 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'�1 {{l2 C;r�lifiC��ll"r1tll,Ci O� rlf?t(?Ilild� cransmissian cables I^i'JLI�IiS dil(i Oth@f <',��Uft:.'fl'ilCOS c1�:, <iS sp�cifie� iii ?'abl� 1 4; �� rf=' a�surriec! the tolloUnng r,��terial ;�roC�erties �) �. ei±� F�`_: � PJ� �i: Clr �(! �)':5ra;inc� ,�S �a3G c) Anci�or ��olis F;� �� fvl A35�-BC �) Serviceabi;ity with res�ect to antenna twist, tilt, roll, or lateral translatior, is not checked a� �d is left to the c�rrier er rower owner to ensure conformance See Table 6 6) Thi,. r �,pori is not a ron�iruction document. 4) AREt`.Ll'��iS �',.RSI�B. i � T'�C�le 4 - ���r npc�raeE�a `,itre��es u�. �a� acity Section � E pYlr;pll0;c� Critica� r SF*P ai�ow / F9euarion (fs.� �ize [� (Ib} I'ass / Fail �° 7 )'P� Element (Ib) Capacity - — - — -- -- - - -- - ---�--T-�-----�--�j� --�------_=--�-..._�...� �.�---_,_I____T__�_�Q_�� i 1 190 - 1Fi0 I_ec� Pif'E 2.5 STD (SCH 40) 1 8631 01U 57361 099 15 0 Pass r:' (80 160 Lr,g FIPE 3 5 STD 1� -45971 699 10406?_.000 44 2 Pass 73 1E0 i40 L;c� f';pe 5 STD (SCH40) 49 -94977 703 169395.000 ;R 1 Pass 7�? 1 �0 - 120 i_��c; i�i�e 5 STD �SGH40) 73 -1 �3320 000 1F9395.000 90 3 Pass T5 12C 10C i_.ec� PIPt B S I_i (S�;,H40) 97 ?13486.000 358212.000 59 6 P;ss fo i 00 Q� : ��� r;C� 10 0� 7(SCI-140) i 21 ?G2u21 000 498329 000 53 9 P,�Ss �� 5 '� ��0 ��'y �'ip° � 0 S �D (SCI-i40) 139 329047 000 49832° L'00 G6.0 f',;;s TE 60 -�l0 ,_ t>ipc 1? S I D(SCH�10) 157 -38908?_.000 B?_3679.OU0 62.4 Pass ��g .�r;, _ p �,,J �ipF: 12 S7D (SCH�#0) 175 -�rq��180 u00 623679 U00 7i 9 Pass T 1� 20 i; i n� F'12EH 193 -506co4 000 �;22322.000 �i1 6 f as, T1 1y0 iii0 :�;rn�' L1 Jix':3;�tx:)i16 11 1°77F�3U 6G093.`�0 43:i Pass T7 lii0 i r 0 I� ,y� nr,� !2zZ'.J!16 �5 -r� /0 340 9594 310 0; 4 P'7ss f'� 16�i- i;� I�iu; L2 �'�.<`� ir2;:3i1� ��'� ;�'4i 63C 11468900 i54 P�&s �g 1 (bl - �'1 ?q'1 ;"0 � i;;�I !.r3:<;�r'"IG �34 -10F_'.7S8C'0 i5865600 6&5 P�as I'� 12�i iC�� +;,cn=31 !_d:;�;c?/if, i08 -11!324600 !123A00 3:3.7 Pass l lOf; - � C !l ,r ;,i,�i ! 3 ?; ;�3 �':.�i/4 ?31 151?_7 °Oi) ?C565.100 ',2.ti P�ss -� � i30 0�l ��� ,�, r,�l I ii._�3 '/2x!i4 149 -1599C 100 17943.1Q0 ^!� 1 P�;SS Tft C�0 4u ; �o �:.; i't �;t:,. i;?;;3if3 to7 177_91 i00 ��;301 �rC 74 � I���s, T9 �Q- =n �q;agc,n��l �3 2*;� 1�2x3i8 18 44 301 � �f.'fi 2G601 Oi1r; �i 6 �d�; T i0 �'0 0 �.r�c„n:,l i 4���. ;;� �03 194�3 �99 '%6491 500 ; 3.2 P;ss ; 1 1�3i1- ��� 1 ! �. ni �., � . �; nliv � 1 ib12,;0 �4i:� � �U'1 �� P�SS ' o rb) T� i;l� "�u0 �.�� _ � , ? i ,.i'� �� •i12031 ._, t91 �'u' � PeS.S i U) T' ?6J i it� - t ?' ; ii''!3,6 FS4 �;.iS'.�4 '' 'if; 01 PP°,S RISAl Re��ort ��,� , , , - „ i I �' � ;� _r� , !%, , ` , � Jl,:! i' . �' �,��a�., �(J, � �'] � �(j;(�� I (';1Ori f /a !'alJt; F. I , .i's:�c? �� I �"i:a��:r .� g { p ' - -- -- - - — - -r--� _--- �I�v � � ,l; �! it'c•Uf; ) i :` i . ,. 9 �• �i".G:?i �; � �. y�—.,� f -- g — , � '-- --- --- � - - F n<, �� �s.= y �ii•, � ;.fWV,. %�� li � _ _.__ __. . _. __. ._ __ - _ _ � � _,��.� � tlr�'� �t':�a,c,ac.t�li �� .,.> E=�.;1 14(? - i�fi - �,'� G� `_ 2 I ; , , --. _k__ -�--�- — A�__ ..__. ���.,,_ _ ---__ -' I; , ,� 1,.'3 G4u %yill;� 30? Fi.O ��. 1,� ? fl� �;c i� i 2u -� OU i O F�ri L4z-I ';/£ 7.II 101 -1941 u00 �48C2.801 Pass 1 � 1 C;� - 30 I cp ;ii' 17 3(bl ' f 4,. 3,'-s °�' 1�' 1 � 0 ^ ? 'L" ._6,30:;:01 3-? °zss I �10 - �0 i r.F� 1;,� t !�x i!,i I + �� 1�,3 '='i9 i�.;) ?2��43400 01 i3 , (u) �_� �L 30-40 Ic,pGii( �=x�+.5i';6 t61 -3�' 18.6 f`. ; 1 CS(1 0486.3�,1 L� i'ass l:; 1u '�0 l op (_,irt 2(b� f. .5�5/16 i7J =�3: 0 680 16959 Ci00 25:i Paes I � 0 7_r - � Top uirt L5�5;.5/1 C c 1J7 3'rt�3.310 14U11 300 273 �. I ass St,inir,aiy �P�, � r�� so a r��ss Diagcnal ( � �� 89 1 Pass 'op Girt (T10) 2 � 3 Pass 3olt Checks F3g 1 Pass RATiFlG = 90.8 Pass ��ab=e 5-(%Ur� St vs. Cap acity -- FUUr��a�iior� ��� It�otes Gof�pe�r�en# �ievatic�r� �'t ----„/uC:� -------- ----�-c-----! ___ _�.__�_._��____ --� `--- '�-� � pacity t�`c1aS � f'�II Foundation D ------____._�,___J� _____.---.--------�---------------- �---- ownload (Ina;vidual Leg) _ 71 � ---------� - Foundation Upiift (Individual Leg) _ �'ass ��� j Pass ------ --- ---------- -- I � _._.__�� �.�__._..,.__` ------ �tructu�e Rating (max from all carrE anend�� -- I -- --- - - -- o — -- L __,..� __. ...__-___ _ _...,.m.�_ _.....,..__ ..._ _. . -�_,.� ....._..f._., _,.__ ._ . ___....,.__._ _.....�� .�i3.fp /o .___...� Table �-�7i�h T;vRSt/ ,way f�esults for 60 mph Service V,�/ind ;pe��� r ------- ------ — El�v�tic�n � B��m ��ff��fic�n ------ ---- — ;�8j t3iah Madel ._._......._.. . . r .d.,.....�e,.z �_.�.__ Deflection __.� .. , 1 ......� _�______w._..�.� ...�. -- - - - (inl l�ilr f��:��? �� 7�rri�� ��Je9) __ -- ------ I � ----- tn�� ��L HI� MW D�sh �- ----------- � --- � 1 0? � � n � G --- ------- ----- - —� , 0 00 I "•:) � +a�icna g 11 If the Ioad differs from that described in I 1 r,, +;,;;; � C�nfiguration" or th�� provisions of this analysis are loi;�id t�, r ,: ;�, i,,,, ��u�����X '-��oax a�ialysis should be performed iiu', anciher structu,al i 6 a � � k � 6 E s` z ? r S � i R!-°,P, ? .��E,c�rr - �ei � o�� 5 4,�.0 - { • i;�� , ,' .�_'�r-� r ,� lJV'C;",.r"�(r'llJi�����(".,"{I/SLS ��`:i, ,� ;;�, / ��- .�,, � , , -'r� � � c �V J(� r ��r" ! ll ,''� �,'7 f �dl.l.� ;r� -� , , . - r , c J; � i.� � . �tO� , / � R9S,� ��Vli�� OUTPU7 � i �: � u�� .: I �.,:,, „ ;�c,, �_, -1 � • . " , � �„ , � � s�:ti�C;E�l.: � :�r� -�:��: + : , � f .�C i r�.��.1 � r.C�41;:7�P:�'n �� i I � Yi�L �'� E'JF1T!i.�lv � �' - - � , �, o/8-m a_'f I_igttrnx� riutl �T-R9ob�io� t9C - - -- - - - -- _ .L!_k ., i . �__ __ ' fi; C-„0-0-' l SI, 1 i � 7y - � w _ ____- ,• � . � " � I (.�aro�mr.1um�(,.�71s-i�(Rr,aob�6;) 1s] - - - - -- \ I � _i , , � �-1'V✓iiJO�;Si[JB('I-I✓r,bi'e _- _____ _ 1::,2.9�i)fi^�ihl_I) 17i � „ , � � 1 )0 ' D�.r .1&FO-1?�-3F � ATIi '� 1 �5 i � f=" I�Nlnn�,iq�?7JI3(lP4epil�l_ _ _�9U _- _ ._ ._- _- _ , r. v��:,� 7r,o � , i jzi�_ivV�^ ?y�] --- - `�� - -- - -- - _ '� ii � � � i�i G\ •" i':I�'- 10;� „� 1 � ,: � n/ � J^^p •.v.'ti1c;mt F�pe � 7 bC I 1 �-P,4ohi.1 �, - _ _ _ � :PI' ic�i0 ,.� ��.�rr,1purn Pr�e �p �� � U �.,.1/ =C-6 vd A+ �u � Pi.. „ `, � I �.pi� �,.c) = �21 Ci,1A-f3;55 F - - _ _ ('�P<0-1npJ;06°D , v;M1lOUnt ��:��, � tii0 � 21 iGp - G'N'1^ourtR,e 1an ', Verizo��) '�, �� _ (��Mobir) _ ___ __ - - ' , AP7r vP�locnl� -- - � ,M1-Id�fC ,'L'i:F�)G., . i.�, iber,��n1 F„ 1,p- ' 04' e) ��.�, � U � , � __ �f')1P?�7-iy:lil��:C'�fl�d;l�fui.�q�ic� 1i��i � �f;f.�^,B!iNl�i� �.t'LO-� i��auiApi�, 1S; l��cr� � i ° ' , I I G; !1 �,. I � Mc6ilel .�. . _ _ , �, P�IA f r�al h;U I I-Mi.UI=) 79U -- _ X: G�R2g„U v; A _Pia� ibru. onj ' 1cC � , , �X; C FiiO�n,O va� I�tourt Pq�e (�u..ovl I EO i ' � I : Dual RRU (T-�1ubn _ �.,p _ _ _ _ _ _ ___ _ - � � � , ' fl.SN ('("i`J'' iT.tifooil�; - _ - - _ _ ;7C-l=hc>-EGO ��r.� A^.ount rip� iV�,,.-n;�,) 1 �,fi � '"' s�=��cr �sn , � � i� N��. �IP �� � _ _ _ _ _ _ _ il � p , 2 U'9� _ �� � 61pbi�i:) 1 G_�OGC>i= M�vr!.4ount PP^ , i i0 - ' rMexx iyo ww��:) - � rI'J�on.'ci �f21D7ccinlrgE,�ar!Ao„�nlPq�.� ts�, - '� --- - �ISpnnfj ' i^1[3 Xh -F515 'i^M�v�Mo�����IPip� ��1;� _ _ - 7�') �J t� ' (T-f4oi� I�•1 12; f)f35�11��65L- :�,. hlJ��n� I>ip.� � I$'J ' T ; i � � r'�;,uo�in r p_P i�z i� �t�TI) :�s - I�sonm) - P�ano M���n p_r , iz i� rr•aFi ���.'rl! ian ' 141 �3;;NH-6SG5 voNow�d P,Ne iNTII 1T -- - - - - . � - - !2) HE X w/ Mnunt I'.,e inn � � F � , � i�� D8:'NH-6SE5 w/Mau�r Pipe (ATII 1'5 ilUe?rc PCS ' � - - - ) I r :, - _ __ __ __ _ _ , i4' D[3' -- ,tfJ H � I � � �565 wrPAo�nl Pips (qTI) 17� _ , , � 1' H�-X- ) �W 2S-':3 i3Ol w� M1tu�n� I'��,e ; 1a0 w , � i3 )ArdrewE 1 5S09P78lqf71 �75 �fMevoP('S; ,�a i, , i , Ii�,�rdrr,�Fi5S09P7DlAT�C) 175 l21HB-X�A`N-23-33-u0TvrMouniPqell'0 � � 10U0f1 I ! 17 � ,,IMehoPCS) ' °> I °_ __ _ _ _ _ _ �^�FJJS�7I�ATT) 17fi '23"Di,. x �� - '�0 '� ' � ;' . Rf�US-111r�TT) __ _ 175 '��THP��ICROlV,1��L ii � ' i NFUS_illATi) -- � - - I , _ _ __ - i r ' `' SYtU�BUL LIST - ' nn.dRK ! - - sizE - - - n�a� - - . ' r . � , rrzssro�sciiao� - A K ' SIZE -:-� `���UI� � �I - ' �narERi� srRErv�r� 2 I GRAGL -- Fy F� -- GRADE ; �s;,_ so �oH � i �Y Fu . ssis� �n � � 35 ;�, 4 ,� . 53 ks i ' ' 7 Tcw�.r s located in Pasco Coun�y��Ed ��"SIGIV �Q`6��5 -i _ , �o o;� 2. 7ower o��siqned for Enposure F3 to the TIA-2?� -G Sfandaid, � fower d2s;yn �d for a 710 mph has;c wind in �iccordar.ce evuh lhc TIA-222-�- ;tandard. I� I 4 De(ler,iions are based upon a t>0 mph wind. �. �o�+er Sirur;ure Class II. �, ,� , i> fcr crapi��ic Ca',egory 1 wrth Crest Height of 0.000 ft _ � __ ' i , TOb�/i-R RA71NG. 9Q (3°0 U I � - I ✓� 10�11 � I ' _ � _ i �- �( / 1r f„ � i , _A CTiOi l: � � �r. � ,�,i'_, A. � , �Rc ., U � h?-aa (; ' ,, ?: -[ 'a��FA[.77C�?vSArB�i.SL, " � � C?t J!�1rV. 5_' 1 s'4G ;;� zo u n � ; �� �� 153;?62 In EAH: = '.1 ^� �h � ,�„ ; � ,_ _ � �;3' i �i� t:l 't ,iR rl�'�,`lv1ClVT i I:bc"�„ t p?yq'?6!bt! - -- �a - - - ouq� - � ra ( )RCI -C 7�3.�`� /%:-il <, �sc�?r; ; ��n q � �O���n�7 v"iPil� - V i _ l�l I _ �� � -i ❑ � !� I i� 1 \ F = � � a a _ -_ _ _- -_- Y . s 1i: ,�� ;,n�r'.ten.��i;�z= Professin�r�zis �' .� 2G6o82.� PascJ Coc�rrry ...._ _............ d '�/�� ���IllCli0f1 ��Vi_j. 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J o°. � • I ' ' ' � I i c� �, i v � ° � i ! i�� — � o�. ol�r �c�lcol C �J u1 _ �� �� ' '� � , i ,� � `» � � ; i '� I I � �^ I � v fT .L O I r I N c �.. r� N ` �� � "L. � I I °' o� ° c� u � � v� n l �� ry , "- -- I i -- I � I --- � CL _ C� - �,. � ;2 f� � � Y_ i _ _ `'•l'��'_1�:. �� � � � � :U IC f] " '" - r ; , , ':�_� -, �,_=E=�� I � I � � �� == s � ' � h� ��, � =� ; `'' q !-- -_ ,_ j I � I f � ! , ��U c� c n �n r• � Y u_ iL � -�. � ; v, ' c,_ . � -� � � i_ . i ._ _ _� ._ .1 - r --� - � -_ ,�= . .- _ �- � �a _ � ; 1 , , <<> < I <> > - � , __ r � ` � :2 �� . ' 1 }` (� Cf I^�L>Ir� N :� t'J� l -Y Y �� � �J ��„�[� ��,:it�l� � I I � � '-� c.� .-I � N � O � ip .� �° "+' � G ;'V � io � �-o uj �n I I � � i � � � � 4 � u � � � N a i � i J� � i ' I ! � �ri fa. � � ' , � � I '�_ � � � � � � � � � � � � 5 � � � � � i li i, II II I� „ � � � � ? � ' f I � f ' I _' , GJ �> C� '_ _ _ � Y � - � � �, _ - , � P I i ,� ;' i � ', � ; ' 'i' � o- d, 'ii � � i � � � � , �' � �; � I � r , r � k, ; , � � � } � , „ ., I ,� � _ _ � _ ` r �' -� �i " �3- r� _� �. � d &' i ti Date: August 10, 2011 Peggy Anderson Tower Engineering Professionals T-Mobile Towers 3703 Junction Bivd 12920 SE 38th Street Raleigh, NC 27603 Bellevue, WA 98006 (919} 661-6351 Office: (425) 383-3537 rparker(c�teddr� �� �.�1-+G����LY WITH ALL Subject: Structural Analysis Report - Revision 3 pREVAILING Ct.'?��, �' �' DA BUILDING CODE, NATIO�L �1.�C'T�1� �t"�'9�DE 1�ND T-INobile Designatfon T-Movi�e Recont�urat�on CITY OF Z�1,��.� �RDINANCES Site Number: � Site Name: Pasco County (VS) Engfneering Flnn p�i'gn�n: TEP Project Number: 11 ��/ ��� S/te Data: 38122 Henry Dr., ZePhYrfiills, Pasco �����t��( �E�lYRk1�LLS Latitude N 28° 14' S2,9 ; Longitude W 82'�' ��� 4.. 190 Foot - Self-Supporting Tower ���� C1EF�.N4{4�ER Dear Ms. Anderson, Tower Engineering Professionals is pleased to submit this "Structural Malysis Report" to determine the structural integrity of the above mentioned tower. The purpose of the analysis is to determine structural acceptability of the structure stress level. Based on our analysis we have determined the stress level for the structure and foundation, under the following load case, to be: LC1: Existing + Proposed + Future Equipment Note: See Table 1 for the existing, proposed and fu�ure ioad�r,g. S�iaent Capacity �trt�cture Co�rolNng Component �.$% Leg Section T4 (120' - 140') The analysis has been performed in accordance with the ANSI/TIA-222-G-2-2009 Structural Standard for Ant�nna Su000rtina Str„�t� res and Antennas Addendum 2 and the 2007 Florida Buildina .�de (with 2009 Supplement). - All modificaUons and equipment proposed in this report shall be installed in accordance with the appurtenances listed in Table 1 for the determined available structural capacity to be effective. We at Tower Engineering Professiona/s appreciate the opportunity of providing our continuing prof ssional services to you and T-Mobile Towers. If you have any questions or need further assistan on i or any other projects please give us a call. Res ull su mittedby: \\�`� l� ��`�� tiw ' / '�o�'%� `� �,� N q_ / i ��. � F � drew T. Ha ne, P. E. _ s o. 7 09 =*_ Rev�ion � U�/ ��'1� 2 0 � � `= � DeM 13s11ld ���� � � � STATE OF � � ` � March 8, 2011 Original structural analysis report �i O �F ��ORtDP.������ 1 April 21, 2p11 Revised structural analysis to indude proposed ��� � At- �� ��\ Metro PCS loadi ��//�� � � � � � ��\\�� 2 July 5, 2011 Revised structural analysis to indude proposed Verizon loadi 3 August 10, 2011 Revised T-Mobile proposed/exiting/future loading RISA Tower Report - version 5.4.2.0 August 10, 2011 190 Fi Se/f-Supporting Tower Structural Ana/ysis A2G0082A Pasco County (VS) Project NumBer 1 i0908, Revision 3 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1- Existing/Future/Proposed Antenna and Cable Information Table 2- Design Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 3 - Documents Provided 3.1) Anafysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 4- Component Stresses vs. Capacity Table 5- Component Stresses vs. Capacity — Foundation Table 6- Dish Twist/Sway Results for 60 mph Senrice Wind Speed 4.1) Recommendations 5) APPENDIX A RISATower Output 6) APPENDIX B Coax Configuration 7) APPENDIX C Additional Calculations RISATower Report - version 5.4.2.0 � August 10, 2011 190 Ft Self-Supporting Tower Structural Analysis A2G0082A Pasco County (VS) Project Number 110908, Revision 3 Page 3 1) INTRODUCTION This tower is a 190-ft self-supporting tower designed by Valmont in November of 1998 The tower was originally designed for a fastest mile wind speed of 105 mph with no ice and 50 mph under service loads per TIA/EIA-222- F for the appurtenances listed in Table 2. TEP did not visit the site. All information provided to TEP was assumed accurate and complete. 2) ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of ANSI/TIA-222-G-2- 2009 Structural Standard for Antenna Suoportinq Structures and Antennas — Addendum 2 using a 3-second gust wind speed of 110 mph with no ice and 60 mph under service loads with the following criteria: 1) Type of Analysis: 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 senrices that may be provided by other means. 3) Exposure Cateaorv� Exposure B Definition: Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger. 4) Topographic Cateaory 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 Cateaory: 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) RISATower Report - version 5.4.2.0 � � August 10, 201 i 190 Ft Se/f-Supporting Tower Structura/ Ana/ysis A2G0082A Pasco County (VS) Project Number 110908, Revision 3 Page 4 Table 1- Existing/Future/Proposed Antenna and Cable Information Existing/ Elevation Antenna Model Mount Qty Coax Coax Owner/ Proposed (Ft) � Type Coax Size Location' Tenant 7 CMA-B-6521-EO-6 Existing/ � y0 2 CMA-BDHH/6527/EO-6 � 12� 15/8' BC-Face T-Mobile Pro osed -_..._. _ p 7 Andrew ETW190VS72UB TMA � P a�fil� Future 190 3 Andrew TMBXX-6516-R2M 12' 15/8` BC-Face T-Mobile 2 Nokia Frie 3 Sector TTRU's Flush Proposed 190 � Nokia COVP Surge Proiector Mount � ���� BC-Face T-Mobile 12 DBXNH-65656-R2M 9 Andrew E15S09P78 18 1 5/8 3 Andrew ATCB-B01-xx RET's 12' LP 14 �• Existing 1�5 3 RRUS11 Dual PA RRU RBS6000 Platform 3 .315" AB-Face AT&T 1 .774" 2 DC2-48-60-0-9E 2 g�g 1 DC6-48-60-18-8F 2 Scala P1790 4 Existing 160 4 Scala P2063_4 `12� Sector 12 1 5/8 CA-Face Verizon Mounts 3 X7C-FRO-660-4 Existing 150 6 D6950G65RCZE-M 12� Sector 12 1 5/8 CA-Face Sprint Mounts Existing 140 6 HB-X-AW23-33-OOT 12 � 12 1 5/8 BC-Face Metro Platform PCS Future 100 1 4' MW Dish P �p e 1 1 5/8 BGFace T-Mobile Mount N otes 1) Coax positioning based on inspection report by SiteMaster 2) Mount assumed per photos 3) Coax assumed to be stacked 2-on-12-on-12 4) Coax stacked 7-on-12 5) Coax assumed to run in (1) row of 12 Table 2- Design Antenna and Cable Information Mounting Center Line Quanity of Antenna Antenna Model �uantity Coax Coax Level (ft) Elevation (ft) Antennas Manufacturer Coax Size Location 190 190 12 CSA PCSA 060-19 175 175 12 CSA PCSA 060-19 Unknown Unknown Unknown 155 155 12 CSA PCSA 060-19 3) ANALYSIS PROCEDURE Table 3 - Documents Provided Document Remarks Reference Source Design Drawings Valmont dated November 13, 1998, _ T-Mobile Order Number 1M337-01/MF40659 Geotechnical Report �J Nodarse & Associates, Inc dated December 15, 1996, _ T-Mobile Project Number 96T-107J-9 SMGBI Report SiteMaster dated October 28, 2007 - T-Mobile Correspondence Correspondence from T-Mobile with regards to the existing, _ T-Mobile proposed, and future loading, SAW dated August 4, 2011 RISATower Report - version 5.4.2.0 ' � August 10, 2011 i 90 Ft Self-Supporting Tower Structural Analysis A2G0082A Pasco County (VS) Project Number 110908, Revision 3 Page 5 3.1) Analysis Method RISATower (version 5.4.2.0), a commerciaily 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) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures 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 Table 1. 4) TEP assumed the following material properties: a) Legs ASTM A572 Gr. 50 b) Bracing: ASTM A36 c) Anchor Bolts. ASTM A354-BC 5) 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 See Table 6. 6) This report is not a construction document. 4) ANALYSIS RESULTS Table 4- Component Stresses vs. Capacity Section Component Critical SF*P allow °h � Elevation (ft) Ty � Size Element P �� b � (Ib) Capacity Pass / Faii T1 190 - 180 Leg PIPE 2.5 STD (SCH 40) 1 -8631 010 57361.699 15.0 Pass T2 180 - 160 Leg PIPE 3.5 STD 19 -45971.699 104062.000 44.2 Pass T3 160 - 140 Leg Pipe 5 STD (SCH40) 49 -94977 703 169395.000 56.1 Pass T4 140 - 120 Leg Pipe 5 STD (SCH40) 73 -153820.000 169395.000 90.8 Pass T5 120 - 100 Leg PIPE 8 STD (SCH40) 97 -213486.000 �358212.000 59.6 Pass T6 100 - 80 Leg Pipe 10 STD (SCH40) 121 -268821.000 498329.000 53.9 Pass T7 80 - 60 Leg Pipe 10 STD (SCH40) 139 -329047.000 498329.000 66.0 Pass T8 60 - 40 Leg Pipe 12 STD (SCH40) 157 -389082.000 623679.000 62.4 Pass T9 40 - 20 Leg Pipe 12 STD (SCH40) 175 -448150.000 :623679.000 71.9 Pass T10 20 - 0 Leg P12EH 193 -506664.000 _822322.000 61 6 Pass T1 190 - 180 Diagonal Li 3/4x1 3/4x3/16 11 -2877.530 6609.350 43.5 Pass T2 780 - 160 Diagonal L2x2x3/16 25 -6370.840 9594.310 66.4 Pass T3 160 - 140 Diagonal L2 1/2x2 1/2x3/16 55 -8647.630 11468.900 8 9 j"� Pass T4 140 - 120 Diagonal L3x3x3/16 84 -10878.800 15865.600 68.6 Pass T5 120 - 100 Diagonal L3x3x3/16 108 -11824.600 14123.400 83.7 Pass T6 100 - 80 Diagonal L3 1/2x3 1/2x1/4 131 -15127.900 20565.100 73.6 Pass T7 80 - 60 Diagonal L3 1/2x3 1/2x1/4 149 -15996.100 17943.100 89.1 Pass T8 60 - 40 Diagonal L3 1/2x3 1/2x3/S 167 -17291 100 23301 100 74.2 Pass T9 40 - 20 Diagonal L3 1/2x3 1/2x3/8 185 -18044.301 20601.000 87 6 Pass T10 20 - 0 Diagonal L4x4x3/8 203 -19403.699 26494.900 73.2 Pass T1 190-180 TopGirt L31/2x31/2x1/4 5 -1151.280 24069.100 �Z'� Pass T2 180 - 160 Top Girt L3 1/2x3 1/2x1/4 23 -412.031 24491 400 � �� Pass T3 160 - 140 Top Girt L3 1/2x3 1/2x3/8 54 -58.854 36987.898 0.2 Pass RISATower Report - version 5.4.2.0 � � August 10, 201 i i90 Ft Seli-Supporting Tower Strucfura/ Ana/ysis A2G0082A Pasco County (VS) Project Number 110908, Revision 3 Page 6 Section Component Critical SF'P_aFlow % Elevation (ft) Size P(ib) Pass / Fail No. Type Element (Ib) Capacity T4 140 - 120 Top Girt L3 1/2x3 1/2x3/8 77 -1373.940 23013.801 13 2�b� Pass T5 120 - 100 Top Girt L4x4x3/8 101 -1941.600 24802.801 � � 3� Pass T6 100 - 80 Top Girt L4x4x3/8 124 `-2215.130 26303.301 8.4 Pass T7 80 - 60 Top Girt L5x5x5/i 6 143 -3289.160 32448.400 � 3�' � Pass T8 60 - 40 Top Girt L5x5x5/16 161 -3811.050 20486.301 22 2 �b� Pass T9 40 - 20 Top Girt L5x5x5/i 6 179 -4330.680 16959.000 25.5 Pass T10 20 - 0 Top Girt L5x5x5/16 197 -3823.310 14011.300 27 3 Pass Summary Leg (T4) 90.8 Pass Diagonal 89.1 Pass (T7) Top Girt 2� 3 Pass ' (T10) Bolt Checks 89.1 Pass _. �_. __ _.... __..__...__.�.. _. RATING = 90.8 Pass Table 5- Component Stresses vs. Capacity — Foundation Notes Component Elevation (ft) % Capacity Pass / Fail - Foundation Download (Individuai Leg) - 71.1 Pass - Foundation Uplift (Individual Leg) - 62.1 Pass Structure Rating (max from all components) = 90.8% Table 6- Dish Twist/Sway Results for 60 mph Service Wind Speed Beam Deflection Elevation Dish Model (ft) Deftection Tilt (deg) Twist (deg) (in) 100 4'0 HP MW Dish 1.029 0.089 0.001 4.1) Recommendations 1) If the load differs from that described in Table 1 of this report, "Appendix B— Coax Configuration" or the provisions of this analysis are found to be invalid, another structural analysis shouid be performed. RISATower Report - version 5.4.2.0 ' � August 10, 2011 190 Ft Self-Supporting Tower Structural Analysis A2G0082A Pasco County (VS) Project Number 110908, Revision 3 Page 7 APPENDIX A RISA TOWER OUTPUT RISATower Report - version 5.4.2.0 ' � 1900ft � _ �. � _ � ae_• I , a m I�, � �'� II I ' ' � ' ,so.or� DESIG APPURTENM LOADING TYPE ELEVATION TYPE ELEVATION ` o j(a� ' ''�, 5!8-in x 4-ft LigMning Rod (T-Mobile) '',190 DC2-4&60-0.9E (ATI) I 175 � ; -_- _ _ � � ��� i ! Plallorm Mourrt [LP 715-1] (T-MObde) � 190 DC2-4&60-0-9E (ATI) I 175 _ _ � , �'�,, � ', (3) ETW190VS72UB (T-Mob�le) ,190 DC6�&60-78-BF (ATI) 175 a y I I, �', ' i �, (2) ETW190VS72U8 (T-MObde) 190 Sector Mourrt [SM 5023] (Venzon) 160 a �I I � i ''; (2) ETW190VS72UB (T-MobAe) ' 190 AP77-1900/090D w/MOUrrt Pipe 160 i �I, i �' (2) CMA-B/6521/EO-6 w/ Mowit Pipe 190 (Ven + I _ 'I� , �__ 160 0 ft ,(T-Mobile) AP17-1900/090D w/MOUrrt Pipe I 160 -- �— — � �(3) CMA-B/6521/EO-6 w! Mount Pipa 190 (Venzon) , I ,� � i �� ,(T-MObile) AP204900/063D w/MOwrt Pipe j 160 �' ` �' �I I I ! '(2) CMA-B/652 VEO-6 w! Mount Pipe '' 190 (Venzon) �' � � I � (T-MObile) AP20-1900/0630 wRvtourn Pipe 160 ' �' _ I CMA-BDHHl6521/EO-6w/mourrtppe 190 (Venzon) __ __ _ _ , �'i - � � �� �I ( T-MObile) Y (2)AP20-1900/063D w/MOUM Pipe � 160 (Venzon) . I � ^ I � � :CMA-BDHW6521/EO-6w/mourrtppe �190 _____.____ _ � x `�y n I ; � ' N I � ; (T-Mobile) X7GFR0-660 w/ Mourrt Pipe (Venzan) 160 , � _ --.___.— _ - - _-- - - _ ,__ N X ���_ �__ � 140A f[ � I ' FRIA Dual RRU (T-Mobile) ',190 X7GFR0-660 w/ Mourrt Pipe (Venzon) 160 o _ —__. _ w I ---- �--------- I � � I I ; FRIA Dual RRU (T-MObile) ,190 X7C-FRO-660 w/ Mourrt Pipe (Venzon) 160 _______ � � m I � ' NSN COVP (T-MOdle) 190 Sector Mourrt [SM 402-3] (Spnnt) 150 I � ! I �'TMBXX-6516R2Mw/MouMPi 190 � pe (2) D8950G65E-M w/MOUnt Pipe � 150 � ' I I � � I � i .(T-MObile) (Spnrri) i , I (3 j � �'TMBXX-651ER2M w/ MouM Pipe 190 (2) DB950G65E-M w/Mount Pipe 150 I I I i ,(T-Mobile) (Spnrrt) _ _ I � - . TMBXXE516-R2M w/ Mount Pipe 190 (2) D8950G65E-M w/MOUnt Pipe 7 W ' +_ � I � 120Aft � � '��(T-MObile) (Spnrrt) I ��i I� ' Platlortn Mourrt [LP 712-1] (ATI) 175 Plallorm Mourrt [LP 712-7] (Metro PCS) 140 ' ^ �I �; (4) OBXNH-6565 wlMOUM Pipe (ATI) 775 (2) HB-X-AW-23-33-00T w/ Mourrt Pipe 140 " � " � � _ ______ __- �I � �'' J I 'i ! �� I I ;14) DBXNHb565 wMlount Pipe (ATI) 175 (Metro PCS) _ __ _ __ ___ _ _ _ _ _ _ _ ', N I I - , i, (4) DBXNHE565 w/Mount Pipe (ATII ' 775 (2) HB-X-AW-23-33-0OT w/ Mourrt Pipe i 140 � i r�i� ', �I " j I �(3) Andrew E15S09P78 (ATI) 775 -(Metm PCS) i �I I w �i� I � ;(3) Andrew E15S09P78 (ATI) 175 -- - (2) HB-X-AW-2333-00T w/ Mourrt Pipe 140 i , � II I , �I . .- (Metro PCS) ��, i- u I ; (3) Andrew E15S09P78 (ATI) ' 175 Z.4' Dia. x Sft Pi n I a pe (T-Mobile) 100 I � ` t00 0 ft RRUS-11 (ATI) 175 � �- ��- e�-+-- � - 4-Ff HP MICROWAVE 100 �, � y I , RRUS-11 (ATI) 175 ''�� � m i ; ' : RRUS-11 (ATI) ' 175 � ' � ¢' � a I � ' I I I " SYMBOL UST I I i a l � --- i� I i , ' MARK SIZE � MARK SIZE � ' A I PIPE 2.5 STD (SCH 40) f B U 3/4x1 3/4a3/16 ' I ' i I I - U � ; N I � ,�-- o _ I ao o_rt. ��I MATERIAL STRENG71i -- '° i I , GRADE Fy Fu GRADE I i Fy Fu �° �� I �� I A572-50 50 ksi ', 65 ksi A36 I36 ksi 58 ksi 'i i a ' � i I ' ° � � TO'WER DESIGN NOTES , �� � I I I 1 Tower is located in Pasco Counry, Florida. 2. Tower designed for E�qwsure B to the TIA-222-G Standard. _ _ �! � so o n I�! 3. Tower designed for a 110 mph basic wind in accordance with the TIA-222-G Standard. � 4. Deflections are based upon a 60 mph wind. , � — 5. Tower Structure Ciass II. �, ' � � 6. Topographic Category 1 with Crest Height ot 0.000 ft ,_ I � �' i 7 TOWER RATING: 90.8% a I j I x � i � ry � � o N �_. ; 40A ft � I � N N i i � a � � i j ALL REACTIONS � , � ARE FACTORED I „ � I MAX. CORNER REACTIONS AT BASE. i � , I � DOWN: 5219461b _J 2o.a a � UPLIFT -4632621b I i� � I � SHEAR: 524851b ' jm I AXIAL w � � �i ' I I � � I 68801 Ib i a a I I I ', � I ' � i SHEAR / I ' MOMENT ; , � � �I 860041b__� _� � 92192361b-f! , ' _ __�_ti� 0 0 ft i � TORQUE 1425Ib-ft I N REACTIONS - 1 f 0 riph WIND � _ � � '� = I � "_ � m m m I c 3. '-� - �' � O � � p � g � °�, ° a � fn '� J J O I O H I LL I 4 3 Tower Engineering Professionals °b A2G0082A Pasco Count 3703Junction Blvd. P`°'�' ��»�8-Rev%sions R812igh, NC 27603 O11ef T-Mobile �rew"by R an Parker 7 "a''d' Phone: (919) 661-6351 � TIA-222-G oace. 08/10/11 "a� NTS FAX. 9�9 66�-E��JO Pazh' P\0908A2GOOBZ�SmstuaMav3\R6AV�2G0082APascoGO�n� e�� E-� o � � o >a o � < � � O u 9 � N N C T m Q� g� - x �8���"=_=�8=� C_ cc a n'.{ -�i� ��.,� : .��, `� _�__� �� 3 ��' ""'_____ IC, z �, o � ���$�� L o' a. - � � � _ c o r+ 'v ..:�'�S�Zc _ U i � N ,;,s �bba- ! =' ON _ _ _ _ _ _ ` o � � E O M �.� Z 7 7 7 7 a U � � ge a � d � o � 3 �� � � � Q o � � 3 C v o � � y �' �n�, � a �` � � C ` � i a � "a, N y � � 3 � � _ �x��a � 4 L i�,� mmmmm ` � m Xx Y.X Y. � � 3 U � � O � � V a � � r � 3 _ �g _ c U � v,� � e i�'" c��e�� �:3388�${�o'g - �S'a�8 C� .B ' \ � _ y V ��o°�o � C �, � 20 _____ ��oe ti W _ � � � M1 � - a � � � � � �.y h a~ � �� ' y �F F� G' F�' � F T F �..,� _ � F F� �FF � h �: t � O p� N � d � o � a � o v � ? ti'i � >. ` m � Y � ° m e� � m j Q _ a o T � c � a j c 3 C. 2�' v' v G � Y� Q= a�' o E ��� . n_' � F � x9 �� 2� � j �ii ' J C _ '^=Q� � '�vi � 5'p - K �-� -� N�� c c ; a a � � � � � � 2 �1 �1 3 Y � o F �� a s;., _� z o � � a 9 .. . v '� « � � U � �% O � � � � � � .� N � O '�J G � � � 3 � c � � C - � _ m ° ~ C a � t � _ � � E: � ^ � t�'� .4' G � � a F �S � na�� l� m � Yt y, �OZ 9 C 9 Q ::� j�u� a a.�' c� w N �` ^ _ � s3my� Z��F Q H _ �c _ °' . ` o = ,` _ E p � `$�' `o �� 3 a� '= �5.�'fi�Q'c�= ~ ��t? 9 $ ' c �w - �'°- ��°c.'-�sz9...� _8 9y [y a �." ac �,',v4� g� �o ?.��v.. a: � 3 ,` y, � E � � uu y = 8 a �'�f� �' ., '3 ' " _ 3 r s L ? _ '^ 8 Y b o - � c .`< <¢ �'>C m=. a`4 �Y�i F 'o .� 3 c�U U° v' E c ., ,., . o .. � ' y` � ? ; � rv � - _ " E °' Q ' � 9 - � u � F ?� a - c0 �'c � = � ? � _ � pc � 9'3� �y � :' °io �8 c=i G 9 �. n�c '� �,,, .. _ ` "� y � _ u,- �"��a�QUd� 5 �g c? ;N;�� 3 �,gm�, �.���_�u� q �a .3se � ;_� c -;, - � � y � a �._ �v = °� � � _� am � � w�3:i� °3��� 3��5uzu�v�_ �xc��� Y`_F _ � y � . i =_ ` C j�v� 5'�n � 6 6 � G G Y�� c� c a�uY � 9� mU � c�.. _� �z� 4 F5 `; W FU�Qa`rn..� Y = `� v '�3� 3 Y° ' -"` �a ' c ��7`,,R ?Z' i� :., ? � ' �f 2 va `� � F ' =•� � �3 5 �'£��u.�,� m �� c r. °° - . 3 �= 3„ �.c:u»ama�=��,3 � F F � � > > > O N O � N O r d o a � vi � >. 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F F F � F � � � i 90 Ft Self-Supporting Tower Structura/ Ana/ysis August f 0, 2011 Project Number 110908, Revision 3 �G0082A Pasco County (VS) Page 8 APPENDIX B COAX CONFIGURATION RISATower Report - version 5.4.2.0 Feedline Plan ________ Round — — -- Flat _ App In Fdce App Out Face (12) LDF7-50A (1-5/g FOAM) (Sprint� y � � ,' :��'�� "'s � y r � (12) LDF7-50A (1-5/g FOAM) (Verizon�.� ��r � ♦ :::::::::.".'.' � .•»...r•�.. �o� � G� P� �� e``oe ���`� ��� �� � � o \��� � O �� �� P \�� \v ���- \ � , �,0 Tower Engineering Professionals °b q2G0082A pasco Count 3703 JunctionBlvd. Pro,���� ____ Raleigh, NC 27603 °h em T o�a�.�,b �---_ Phone: (919) 661-6351 R an Parker APP�d F�. 919 661-63$p Co � TIA-222-G Date:08/10/11 S�� NTS Pa[h P�0908A2GW82SbucturaNiev3\R6AU2G0082APascoCOUm �� E�7 190 Ft Self-Supponing Towe� Structura/ Ana/ysis Project Number 110908, Revisron 3 A2G0082A Pasco (VSJ Page 9 APPENDIX C ADDITIONAL CALCULATIONS RISATower Report - version 5.4.2,0 � a L i� N U y N �p �N 0�,_ � aD � � � O O p^ �U a°"i'cv�oi:�o 00o a' `o � c00 � N a T �' �Y vaocoo ° poo ° p N �U�- .-c���00000 O�D o � m � � �- C � � N � h � � n ^ � � Cj0`. ° °po °Op �oo ' ° ° � o 0 0 a� R a �. y (Q � }}}} Z Z Z Z Z � � 0 3 � N LL a 0��� $` O � � p � � Q O � � � M O � � � � � � � ,O (p ,U " o� N "E O��N����O <D � C � l� ��� � O O Cr Y (7 � C � V N c�i � � c � R � N `� _ N � � N a �w o000 �� m o � o00o a c� y � i Y ��^� N p W O Z a� F + N Q E � > N - - � � ,U � ,V lL Q 10 C F- � Y � U ro �n �n rn rn a� m ^ u��c� o00 � Q C :� aioi oo ° o p ¢ co � co 0 0 N�,. 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