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HomeMy WebLinkAbout12-13533 , . CITY OF ZEPHYRHILLS . ' S335-8TH STREET �si3)�so-oo20 13533 BUILDING PERMIT Permit Number: 13533 Address: 38122 HENRY DR Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: ADD/ALT COMMERCIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-0080-OOA00-0070 Improv. Cost: 25,000.00 Date Issued: 2/12/2013 Name: T-MOBILE Total Fees: 300.00 Address: 38122 HENRY DR Amount Paid: 300.00 ZEPHYRHILLS, FL. 33542 Date Paid: 2/12/2013 Phone: (813)458-8136 Work Desc: MODIFY/ADD T-MOBILE TO EXIST ANTENNA ON EXIST TOWER WINGATE ELECTRIC INC ,� ( � l `� G � Z ���� l,� 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 f) 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 recording your notice of commencement." Complete lans, S ifications Must Accompany Application.All work shall be pertormed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O. CONTRAC SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER s�s-�eo-oozo City of Zephyrhills Permit Application Fax-813-780-0021 y/��� G� � Building Department Date Recelved � i p�ne Contact for Permittin n Ownefs Name �wner Phone Number , C1 r 1�V 10�Owner's Address �W � W ner���� �\ J ���• Fee Simple Titleholder Name Owner Phone Number �— Fee Simple Titieholder Address JOB ADDRESS Z I LOT# � SUBDIVISION ARCEL IDp � ' � � O '� Ov /v (OBTAINED FROM PROPERTY TAX NOTICE� WORK PROPOSED B NEW CONS7R 8 ADDlALT � SIGN � Q DEMOL�SH INSTALL REPAIR PROPOSED USE Q SFR Q COMM 0 OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME 0 STEEL Q � DESCRIPTION OF WORK � O ( � 1 � ,�VJ��C� BUILDING SIZE SQ FOOTAGE� HEIGHT �� ` QBUILDING $ VALUATION OF TOTAI CONSTRUCTION �L,/6� ��,Q� QELECTRICAL $ j�Uo� AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. V QPIUMBING � 3�33 QMECHANICAL S VALUATION OF MECHANICAL INSTALLATION �� � � QGAS Q ROOFING Q SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS LOO ZONE AR QYES NO BUILDER ✓ �i/�S U �VL) "_�`�-' 31GNATU GISTERED FEE CURRE� Y I . / Address ` 3(0�� Uc�aee'� G, ((/(/�� � ELEC � n'I I ANY W/ � SIGNA ��'�� �GISTERED N FEE CURRE� Y 1 N �d.�8 _��� �3�/0��,�� 0 3 PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Addrets License# MECHANICAL COMPANY r— SIGNATURE REGIS?ERED Y 1 N FEE CURRE� Y 1 N Address License# �- � OTHER COMPANY � SIGNATURE REGISTERED Y/ N FEE CURRE� Y!N Addreas License# � IIIIIIIIIIIIIIt111111111t11111111111i11111111111111111111111111l111 RESIDENTIAL Attach(2)Pbt Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Permit for new consVuctlon, Minimum ten(10)wo�lcing days aiter submittal date. Required onsite,Construction P�ans,Stormwater Plans w/Siit Fence installed, Sanitary Fadlities 8�1 dumpster;Site Work Permit for subdivisions/large proJects COMMERCIAL Attach(3)complete sets of Building Plans plus a Lite Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working deys after submittal date. Required onsite,Construction Plans,Slormwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster Site Work Permit for aIl new projects.All commercial requirements must meet compliance 81GN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for aN NEW construction. Diroctions:• Fill out epplication complelety Owner 8 Contrec[or sign badc of epptication,notarized If over E2600,a Notice of Commencement is roquired. (A/C upgredes over 57500) "' Agent(for the contractor)or Power oi Attomey(for the ovmer)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Onty) Reroofs i(shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not o�r Counter'rf on puWic roadways..needs ROW construction 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 appoints Lauralee G. Westine, Esq., Edyne K. Bamberski, Holly Carapella, Andrea Bernard, Nicole Bamberski and/or Gail Potter as my Agents of Record for any necessary permitting processes, including but not limited to registering my license,filing/submitting applications and picking up permits. The above are 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. Additionally, the above listed have 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: Todd W. Schlemmer EC0001643 STATE OF FLORIDA COUNTY OF HILLSBOROUGH The foregoing instrument was acknowledged before me this 11`" day of September, 2012, by Todd W. Schlemmer,who is personally known to me. �f2°.v 1 1'1... Debra M. Drury Notary Public My Commission Expires:05/28/2016 ,,��t�,• DEBRA M DRURY �`'" _''!Y tunr c,o��sstoN��ts�tte ��s�►ze.�o+a � 6�75 Harney Road Suite 'I07 • Tampa, Florida 33E'I O phone: 8'I 3-386-6202 • fax: 81 3-386-6204 construction services, Ilc TO THE GROWTH MANAGEMENT/ZONING/BUILDING DEPARTMENT: I, Dennis Seslar, License Number CGC060018, of UCI Construction Services, LLC, located at 6375 Harney Road, Suite 107, Tampa, FL 33610, hereby designate and appoints Lauralee G. Westine, Esq., Edyne K. Bamberski, Holly Carapella, Andrea Bernard, Nicole Bamberski and/or Gail Potter as my Agents of Record for any necessary permitting processes, including but not limited to registering my license, filing/submitting applications and picking up permits. The above are 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. Additionally, the above listed have 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 a uthority. SIGNATURE OF CONTRACTOR: � Dennis Seslar CGC060018 STATE OF FLORIDA COUNTY OF HILLSBOROUGH The foregoing instrument was acknowledged before me this 11'h day of September, 2012, by Dennis Seslar,who is personally known to me. ��1P�Y�,� Debra M. Drury Notary Public My Commission Expires:05/28/2016 �`� '�;, DEBRA M DRURY -'' � MY COMMI3810N�EE19417A EXPlRE8 F/e�►28.201a ii►otaa ��75 Harney Road Suite 'I 07 • Tampa, Florida 336'I O phone: 8'I 3-386-6202 • fax: B'I 3-386-62D4 . , • T • �Mob�le •� T-Mobile USA, Inc SENT BY CERTIFIED MAIL 12920 SE 38th Street, Bellevue, WA 98006 City of Zephyrhills 5335 8th St Zephyrhills,FL 33542-4312 November 15, 2012 T Mobile Site ID:A2G0082A Re: The lease ("Lease") for the premises located at or about 38122 Henry Dr., Zephyrhills, FL 33540 ("Site"), and the transfer of the Lease to T Mobile USA Tower LLC. 2nd NOTICE WITH CORRECTION OF CLERICAL ERRORS AND CLARIFICATION REGARDING CROWN SUBSIDIARY(UNDERLINED� Dear Landlord: On October 16, 2012, T-Mobile USA, Inc. ("T-Mobile) sent you a notification of T-Mobile's agreement, dated September 28, 2012, with Crown Castle International Corp. ("Crown") regarding Crown's management and operation of the T-Mobile tower portfolio ("Agreement"). The body of that letter contained clerical errors regarding the subsidiaries of T-Mobile and Crown. We sincerely apologize for the inconvenience these errors may have caused. The corrected notice is below. T Mobile expects this transaction to close approximately at the end ofNovember,2012. At closing, T-Mobile(including its affiliates)will assign the Lease and all of its rights in the Site and Lease to T-Mobile USA Tower LLC. T Mobile USA Tower LLC will then enter into a master prepaid lease (basically a sublease)which grants certain rights to a subsidiary of Crown. These rights include the right to manage and operate the Site and an option in the future to acquire T Mobile's(including its affiliates)interest in the Site. T-Mobile IISA Tower LLC will remain the owner of the rights,title in and interest in and to the Site until the Crown subsidiary exercises the option. Additionally, a subsidiary of T Mobile will continue to maintain its communications facilities (including modifications) on the Site as part of the Agreement with Crown. You should receive a follow-up letter with further details around the time this transaction closes. If you have any questions about this notice, please e-mail us at propertymana eg ment(�a,t-mobile.com or call(877)373-0093. Sincerely, t��� � 1��� Allan Tantillo Director PG90929-R2 . �i���VS�P[-�(j F�� � • _,tJ'' '�' ti; F1A#;AN� `'�l ts r,. '�„� � City of Zephyrhills BUILDING PLAN REVIEW COMMENTS CCongacte�omeowner: � � ,�5 - ��S ,�� Date Received: Cy' - J�j -�� Site: � Permit Type: � — �� �as �- ,�-h �Si 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 ' S i —Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) T � �l�Iobil� `� cn�, , ., �i��a � ='�,,Nr.�r�� �� , AGENT OF RECORD LETTER I, Jess Louk, Market Manager, Engineering - Development, Tampa, Orlando Region, T-Mobile South LLC, a Delaware limited liability company (T-Mobile), a licensed carrier, hereby designate and appoint the Law Office of Lauralee G. Westine, P.A. and/or Lauralee G. Westine, Esquire and/or Edyne Bamberski and/or Sheryl Denan and/or Nicole Bamberski, 800 Tarpon Woods Blvd., Suite E- 1, Palm Harbor, Florida 34685, Phone 727-773-2221, Facsimile 727-773-2616, Email lauraleee@westinelaw,com, as my and/or T-Mobile's Agent of Record for the purpose of any and all permitting, zoning, and/or land use applications, hearings, or processes. My Agent of Record is hereby vested with authority to make any representations, agreements, or promises which are necessary or desirable in conjunction with any of the aforementioned processes. My Agent of Record is also authorized to accept or reject any conditions imposed by any reviewing board or entity. My Agent of Record has the authority to execute documents relating to any of the above described processes on my andlor T-Mobile's behalf. Jess Lou T-Mobil South LLC, a Delaware limited liability company Market Manager, Engineering—Development, Tampa, Orlando Region � �i��/ Z=_ Date STATE OF FLORIDA COUNTY OF�—rl���jU�/'���C� The foregoin� instrument was acknowledged before me this /Cj�`� day of yVl i4' , 2012, by Jess Louk, T-Mobile South LLC, a Delaware limited liabilrty compan , arket Manager, Engineering - Development, Tampa, Orlando Region who � personally known me or who has produced as identification. r► Notar Public State of Fiorida L���� l �`�-�"�C��1 _ �►�` y g�� Judith Pidwmski Q�y Public _ ;a_ �� My Commission EE13�518 t � { '�, o Expves 12/13l2015 �•J � ',f��t t U L,'v f/'..'�L� °�`� Printed Name ofNotary (SEAL) T � ���o�il� �= . �- - . r;�;�ohi�� usA, I:,,, ;'���i-�S� �8t�� S�re��, Ea?'e�r:;2. :`�4 �",nr);_�i-, QFFICER'S CERTIFICATE The undersigned, as Executive Vice President, Chief Legal O�cer and Secretary of T-Mobile South LLC, ("Company") does hereby certify that Jess Louk, Mazket Manager, Engineering- Development, Tampa, Orlando Region is authorized to negotiate and enter into Notice to Proceeds, Building Permit Applications, Electrical Permit Applications,Notice of Commencements, and Special Inspection Letters on behalf of the Company as necessary or desirable for the continued operation of the Company. Date: Mazch l, 2012 T-Mabile South LLC . �/l ��� —�- David A. Miller, Executive Vice President, Chief Legal O�cer and Secretary Pasco County Section 022621 Page 1 of 1 I =��``, .� Parcel ID 02 26 21 0080 OOA00 � .'"'� 0070 d� Deeded Acres 0.92 � � Land $ 23836 � Ag$ 0 Building$ 0 � X Features � 2512 Appraised $ 26348 x' t �- � � Tax Area 30ZH �. � � � Mailing Address ' � ' a d CITY OF ZEPHYRHILLS ;� 5335 8TH ST � � � ZEPHYRHILLS FL 3 3 542-43 1 2 ,�� - �- � Physical Address �,�� 'n� + � 38122 HENRY DR '- ` r: � � Exemptions � -. ! � �� Previous Sales . 75 0 Legal TYSON SUB PB 4 PG 109 POR TR A DESC AS COM NE COR OF S 1/2 OF SW 1/4 TH S88DG SOMIN 15"W 1796.6 FT TH S 19.10 FT FOR POB AKA S R/W LN HENRY DR TH CONT S 200 FT TH S88DG 50 MIN 15"W 200 FT TH N 200 FT TO http://gis.pascocountyfl.net/MapPages/OutputJpgs/Print4500_8_46_15_3 716.html 7/18/2012 File No• , • A2G0082 I IIIIII IIIIi lilll IIIII IIIII IIII�IIIII IIIII I�III IIIII IIII I�II Permit No: Key No: Tax Folio/Parcel ID: 02-26-21-0080-OOA00-0070 Rcpt:1496068 Rec: 10.00 DS: 0.00 IT: 0.00 02/11/13 L. Korb, Dpty Clerk NOTICE OF COMMENCEMENT State of: Florida County of: Pasco THE UNDERSIGNED hereby gives notice that improvement will be made to certain,and in accordance with Chapter 713,Florida State Statutes,the following information is provided in the Notice of Commencement. 1.Description of Property: Parcel No: 38122 Henry Drive,2ephyrhills,FL 33540 (legal description of the property and street address if available) 2.General Description of Improvement Modify/upgrade existing T Mobile antennas on existing telecommunications tower 3".Owner Information:Name: T—Mobile South Address: 3407 W Dr MLK JR Blvd City Tampa State FL Interest in Property: Name and Address of Fee Simple Titleholder(if other than owner) City of Zephyrhills pqULA s o'NEIL,Ph D PRSCO CLERK & COMPTROLLER 5335 8`h Street,Zephyrhills,Florida 33540 02/11/13 01:39 m 1 of 1 4.Contractor:Name: NewTech Construction Corporation—Mary Shannon Sims OR BK ���� p� 1863 Address: 240 Rich Street City Venice State FL Phone No: (775)772-8290 Fax No. S.Surety:Name: N/A Amount of Bond: Address: City State Phone No: Fax No. 6.Lender:Name• N/A Address: City State Phone No� Fax No. 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7) Florida Statutes Name• Carole Bradley Address: 3407 W Dr MLK Jr Bivd City Tampa State FL 33607 Phone No: Fax No. 8.In addition to himself or herself,Owner designates To receive a copy of the Leinor's Notice as provided in Section 713.13(1)(b),Florida Statutes 9.Expiration date of Notice of Commencement(the expiration date is 1 year 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 1,SEC 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN fINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTI E OF CO MENCEMENT. Signatu e of ner or Owner's AutNorized Agent/Dir or/Partner/Manager .�role Bradley Signatory's fiitie/ ic�e State of FLORIDA County of HILLSBOROUGH l � T.Nre for oing inst�me was acknowle e before me this �� f 2013 by Y � �� Y for (Type of authority e.g.,o er,trustee, attorney in fact)Personally Known_OR Pro uced Identification Type of Identification Produced � Mc9' ��/�q�y,�e �� � ��y/ynyiNp�W����l/yR�iYGryn��p���� ' 1A1 V{/�INVM\RWi/1AV7 Signature f Notary �'�•• ��R��M�����4 ��p,'f� ` Bonded TMu Nafay PubNc Undeiwrllws Verification pursuant to Section 92.525,Plorida Statutes:under penalties of perjury,I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Signature of Owner or Owner's Authorized Agent/ ' ctor/Partner/Manager � � , ; , C gTA'i`E f�r �i.ORIbA, COUNTY OF PASCO �� G TNIS iS i 0 C�i=;'�i Y T:�AT THc�OR�GOING lj A � �� � • TRUE.ANU CURF:tCT CG;'�;�F�NC DOCUMENT •� ,� ON FI�E Q� 0- �'�!?�iC R�CORv !'P�!THiS OFFICE � . mGoQ�,,Qr,,,:c . WITNESS�Y r-;A`J'�a�vy C;�FiCIAL SEALTHIS B� �,- ,C L i,L . 2 C�"/ J" _V� * J�Y �;� �. * � � • NA LA S O'NEi�, C��RK&CO ROLLER * r �c . 1887 . ,';���"` �A ��P —__._____(_�__ C)EPUTY CLERK. �Y��_.4_ t• r_ r �Q��' _ � . .���i��., Engineering and Operations February 6,2013 City of Zephyrhills Building Division Pernut: T-Mobile Site Number: A2G0082 To whom it may Concern: I,Carole Bradley,Real Estate and Zonmg Manager,Engineering—Development,Tampa,Orlando Region, T-Mobile South LLC,a Delaware Lirruted Liability Company(T-Mobile),a licensed carrier and owner of the above referenced pro�ect,herby requests that the current Contractors: UCI Construction Services be released from this project to be replaced by Contractor: Ne�I'ech Construction Mary Sims, CGC 1504679 Thank you for your assistance m this matter Sincerely, / Carole Bradley Real Estate and Zoning Manager,Engineering—Development,Tampa,Orlando Region,T-Mobile South LLC,a Delaware Lirruted Liabihty Company STATE OF FLORIDA COUNTY OF Hillsborough Subscribed and sworn to(or affumed)before me this 6th day of February 2013 By Carole Bradley who is personally known by me. � , � d/J e,/lLC_ Angela is,Notary Public ,�i�'�" s, ANfiEU K.LEIMS 5*: �+z MY COhMYNSSION A DD 976969 EXPIRES:Merch 30,2014 ��kP,F:�•• Bonded Thru Notery PubAc Underx�iters 3407 W Dr Martin Luther King,Jr Blvd•Lakeside Building�Phone:813-348-2406 � ;; � ., ::� m Date: July 30, 2012 �� Scott Krueger Tower Engineering Professionals T-Mobile Towers 3703 Junction Blvd 12920 SE 38th Street Raleigh, NC 27603 Bellevue, WA 98006 (919) 661-6351 Office:(425) 383-5313 bboudreauCa�tepqroup.net Subject: Structural Analysis Report- Revision 5 T-Mobile Designation: T-Mobile Network Modernization T-Mobile Site Number: A2G0082A T-Mobile Site Name: Pasco County(VS) Engineering Firm Designation: TEP Project Number: 110908 Site Data: 38122 Henry Dr., Zephyrhills, Pasco County, FL 33540 Latitude N 28°14'S2.9'; Longitude W 82° 11'9.4" 190 Foot-Self-Supporting Tower Dear Mr. Krueger, Tower Engineering Professionals is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower The purpose of the analysis is to determine 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 Equipment Sufficient Capacity Note�See Table 1 for the existing and proposed loading. Structure Controlling Component Ca acit 90 5% Diagonal Bolts(140'- 160) The analysis has been performed in accordance with the ANSI/TIA-222-G-2-2009 Structural Standard for Antenna Suaportinp Structures and Antennas-Addendum 2 and the 2010 Florida Buildinq Code All modifications 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 Professionals appreciate the opportunity of providing our continuing professional services to you and T-Mobile Towers. If you have any questions or need further assistance on this or any other projects please give us a call. Respectfully bmitt d by� 1a�;E ,� ' �;�� Andrew T. Maldl�fie, E. ti:�~^ `�'� I ri" '��:��'� .�' `y ./ //' � � 'f,', o S _ � ' . .a :a: / Ya • Revision � � 17�'j��'��7WI►- :� � Date Issued Description �;�;� �--- # ;�� .� � °w- . _ .°,€,� 0 March 8, 2011 Original structural analysis report ± � :� `'`3 �� �� ..� 1 April 21, 2011 Revised to include proposed Metro PCS loading a�'�� ' �. ,.�� `�-'c�"".��� ,.,... , . 2 July 5, 2011 Revised to include proposed Verizon loading , _ � 3 August 10, 2011 Revised T-Mobile proposed/exiting/future loading ' ` ' 4 June 12, 2012 T-Mobile Network Modernization with revised Verizon � loadin 5 Ju/y 30, 2012 T-Mobile updated Network Modernization and wind speed revised Ju/y 30,2012 190 Ft Se/f-Supporting Tower Structural Ana/ysis A2G0082A Pasco County(VS) Project Number 110908, Revision 5 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 - Existing and Proposed Antenna and Cable Information Table 2 - Design Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 3- Documents Provided 3.1) Analysis Method 3.2) Assumptions 4)ANALYSIS RESULTS Table 4- Section Capacity(Summary) Table 5-Component Stresses vs. Capacity- Foundation 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Coax Configuration 7) APPENDIX C Additional Calculations '� ,7°, ' , ;,��,� �! ., `'R��,�e✓ " �a��i jf'; -�:,,�..�.� 't �, � � ���'�'� '•a�� . , ,. � �- .�,,a`F�`� � : ' �i,..° �r.,~` , , 1�.���e tnxTower Report-version 6 0 4.0 Ju/y 30,2012 190 Ft Se/f-Supporting Tower Structura/Ana/ysis A2G0082A Pasco County(VS) Project Number 110908, Revision 5 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 ANSI/TIA-222-G-2-2009 Structural Standard for Antenna Suoportinq Structures and Antennas-Addendum 2 and the 2010 Florida Buildina Code based upon an ultimate 3-second gust wind speed of 137 mph converted to a nominal 3-second wind speed of 106.1 mph per section 1609 3.1 as required for use in the TIA-222-G Standard per Exception#5 of Section1609.1 1. Exposure Category B and Risk Category II were used in this analysis along with the following 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) Exqosure 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) Topopraqhic 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 Cateporv: Not Considered Commentary� Earthquake effects may be ignored per this Standard for site locations where Ss does not exceed 1.0. (Pasco County Ss=O 10) tnxTower Report-version 6.0.4.0 Ju/y 30,20i2 i90 Ft Se/f-Supporting Tower Structura/Ana/ysis A2G0082A Pasco County(VS) Project Number 110908, Revision 5 Page 4 Table 1 -Existing and Proposed Antenna and Cable Information Existtng/ Elevation � p�tenna Model Mount Qty Coax Coax Owner/ Proposed (Ft) Type Coax Size Location' Tenant � 9 ' CMA-BDHH-6521 ' � _ ; , , i 8 ; ECC1920-VPUB ; � � 2 � FRIE Unit ' 14'�ow ; 12 15/8 ' �Proposed. 190 ; 4 FXFB Unit � Profile 1 15/8 ' CA-Face T-Mobile ; P/atform � ; Hybrid • 4 FR/G Unit ; , � 7 COVP ; ' i 12 ' DBXNH-65656-R2M i ; 9 � Andrew E15S09P78 � 18 1 5/8 , � 3 Andrew ATCB-B01-xx RET's i 12� �p � 1.9685" ' ' Existing 15 3 iRRUS11 Dual PA RRU RBS6000' Platform 3 315" AB-Face AT&T ; _ -. ; ; 1 J74„ 2 � DC2-48-60-0-9E ; 2 3�g 1 ; DC6-48-60-18-8F � Existing 160 � 9 � AP17-1900/090D '12' Sector; 9 ; 1 5/8 � BC-Face Verizon ; Mounts , Existing 150 6 � DB950G65RCZE-M ;12' Sector E 12 ' 1 5/8 AB-Face Sprint , � Mounts ; Existing 140 6 HB-X-AW23-33-OOT Platfo m 12 1 5/8 BC-Face pCS Notes: - � 1)See Appendix B-"Coax Configuration"for feed line locations. Table 2- Design Antenna and Cable Information Mounting Center Line Qty of Mtenna p�tenna Model � Coax Coa�c Level(ft) Elevation(ft) Antennas Manufacture� 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 Desi n Drawin s Valmont dated November 13, 1998, g g , Order Number 1 M337-01/MF40659 - T-Mobile, Geotechnical Report LJ Nodarse &Associates, Inc dated December 15, 1996, _ T-Mobile , Project Number 96T-107J-9 SMGBI Report SiteMaster dated October 28, 2007 - T-Mobile Corres ondence � Correspondence from T-Mobile with regards to the existing, , p - T-Mobile proposed, and future loading, SAW dated July 9, 2012 i tnxTower Report-version 6 0 4 0 Ju/y 30,2012 190 Ft Se/f-Supporting Tower Structura/Ana/ysis A2G0o82A Pasco County(VS) Project Number 110908, Revision 5 Page 5 3.1) Analysis Method tnxTower (version 6.0.4.0), 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) Tower Engineering Professionals, Inc. (TEP) did not analyze antenna supporting mounts as part of this structural analysis report. TEP assumes that 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 7) This report is not a construction document. 4) ANALYSIS RESULTS Table 4-Section Capacity(Summary) �Ion Elevatlon(ft) CO T�°t Size E��t p(�b� F"P allow % Pass 1 Fall (Ib) Capadty T1 190-180 ' Leg i PIPE 2.5 STD(SCH 40) � 3 -10644.600 �57361.699 � 18.6 � Pass T2 180- 160 Leg PIPE 3_5 STD ' 21 -48512.602 !104062.000� 46.6 � Pass T3 160-140 Leg Pipe 5 STD(SCH40) 51 -95587 703 �169395.000' 56.4 Pass T4 140-120 Leg Pipe 5 STD(SCH40) 75 -152292.000�169395.000� 89.9 Pass - - - - --, - - , T5 120- 100 Leg PIPE 8 STD(SCH40) 99 -210590.000 �358212.000! 58.8 Pass ; T6 100-80 Leg Pipe 10 STD(SCH40) � 123 -264286.000�498329.000� 53.0 Pass T7 80-60 Leg Pipe 10 STD(SCH40) 141 -323140.000 i498329.000� 64.8 Pass T8 60-40 Leg Pipe 12 STD(SCH40) 159 -382016.000�623679.000� 61.3 Pass T9 40-20 Leg Pipe 12 STD(SCH40) 177 -440095.000 f623679.000 j 70.6 � Pass T10 20-0 Leg P12EH ' 195 -497646.000 �822322.000� 60.5 r Pass ' Ti 190-180 . Diagonal L1 3/4x1 3/4x3/16 11 -3047.030 ; 6584.260 ' 46.3 Pass � T2 180- 160 Diagonal L2x2x3/16 29 -6465.380 ; 9562.730 � 67.6 Pass T3 160-140 Diagonal L2 1/2x2 1/2x3/16 60 -8388.560 , 11428.300 � 90.5(b) ; Pass T4 140-120 ' Diagonal ; L3x3x3/i 6 81 -10598.600 ; 15818200 � 67 0 ' Pass ' T5 120-100 Diagonal L3x3x3/16 105 -11544.200 � 14078.100 ; 82.0 r Pass T6 100-80 Diagonal L3 1/2x3 1/2x1/4 129 -14559.300 ,20523.699 ' 70.9 Pass � T7 80-60 Diagonal L3 1/2x3 1/2x1/4 147 -15450.900 : 17892.600 � 86.4 � Pass T8 60-40 Diagonal L3 1/2x3 1/2x3/8 165 -16743.801 '23259.500 � 72.0 Pass T9 40-20 Diagonal L3 1/2x3 1/2x3/8 183 -17497 100 20566.400 f 85.1 Pass tnxTower Report-version 6 0 4 0 Ju/y 30,2012 190 Ft Se/f-Supporting Tower Structura/Ana/ysis A2G0082A Pasco County(VS) Project Number 1 i0908, Revision 5 Page 6 �10� ElevaH�(ft) CO T� °t g� E��t P(�b� SF'P allow % Pass 1 Fail nb) CaPac(tY T10 20-0 Diagonal � L4x4x3/8 201 -18834.000 26454.000 i 71.2 � Pass � T1 190- 180 Top Girt L3 1/2x3 1/2x1/4 4 -1230.750 j 23998.900 ; ��1b Pass � � ) T2 ' 180-160 ; Top Girt L3 1/2x3 1/2x1/4 . 22 � -401.203 i 24420.801 1 ��b� Pass T3 160-140 ; Top Girt � L3 1/2x3 1/2x3/8 52 ' -52.416 i 36882_102 0.2 Pass 1 T4 140-120 Top Girt L3 1/2x3 1/2x3/8 ' 76 -1396.980 �22853.600 13 31(b) Pass ` T5 120-100 ' Top Girt L4x4x3/8 ' 100 ' -1911 130 �24657 199 ' �'$ Pass - -- - ; 17A(b) T6 100-80 � Top Girt � L4x4x3/8 ' 124 -2229 440 i 26238 000 i 8.5 Pass __r_._. T7 80-60 � Top Girt L5x5x5/16 142 ! -3220.840 �32345.000 j 1�'� Pass , - - i 13.4(b) : , T8 60-40 Top Girt L5x5x5/i 6 160 -3732.820 �20430 100 24 8'�b� Pass T9 40-20 Top Girt ; L5x5x5/16 178 � -4242.040 i 16916.600 ; 2$4'�b� Pass T10 20-0 ' Top Girt L5x5x5/16 ' 196 -3746.020 ; 13979.500 ' 26.8 Pass � Summary� ; ' Leg(T4) , 89.9 Pass ' i Diagonal g0.5 Pass (T3) � ' ' , Top Girt 2$4 Pass � (T9) �Bolt Checks 90.5 Pass r _ _ ' RATING- 90.5 Pass Table 5-Component Stresses vs. Capacity- Foundation Notes Component Elevation(ft) °�6 Capacity Pass/Fail - Anchor Rods - ' 27.7 � Pass - Foundation Download (Individual Leg) - ; 73 1 Pass - Foundation Uplift(Individual Leg) - � 51.5 Pass Structure Rating(max from all components)= 90.5% 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 should be performed. tnxTower Report-version 6.0.4 0 July 30,2012 190 Ft Self-Supporting Tower Structura/Analysis A2G0082A Pasco County(VS) Project Number 110908, Revision 5 Page 7 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 6 0 4.0 1900ft • ' -�-�--�-�,-- - - � < m , i _ d ��I , � � �eoort DESIGNED APPURTENANCE LOADING � ' TYPE ELEVATION TYPE ELEVATION I p '� � K � @! 5!8-in x 4-fl Lightmng Rod(T-Mobile) 190 RRUS-71(ATI) 77g � � ' � � �I Plattwm Mount[LP 715-1](LMobile) 190 RRUS-11(ATI) 17g � " � '� (3)CMA-BDHH/6521/EO-6 w/mount 190 DC2-48-60-0-9E(ATI) 175 i a � pipe(T-MObile) � � i DC2-08-60-0-9E(AII) �175 I a � � � (3)CMA-BDHH/6521/EO-6 w/mount 190 DC6-48-60-18-8F(ATn 175 pipe(T-Mobile) �or Moun[[SM 502-3j(Venzon) 160 � __�� ___ ' I 160.Oft (3)CMA-BDHH/6521/EO-6w/mounl 190 - i � � I pipe(T-MObile) (3)AP��-1900/090D wMlount Pipe 160 (Verizon) � (3)ECC1920-VPUB(T-MObile) 190 (3)AP17-1900/090D w/Mount Pipe 160 N I (3)ECC7920-VPUB(T-MObile) 190 (Venzon) ` 'I � I I (2)ECC1920-VPUB(T-Mobde) 190 (3)AP17-1900/090D w/MOUnt Pipe 160 FRIE RF Head 3TX(T-MObile) 190 (Verizon) = li J W � I FRIE RF Head 3TX(T-Mobile) 190 (2)D8950G65E-M w/Mount Pipe 150 ; F o � : I� NSN COVP(T-Mobile) 1gp (Sprmt) __ p � � � 140 0 ft (2)FXFB Umt(T-MObile) �190 Sector Mount[SM 4023�(Spnnt) 150 � i� � 1 FXFB Unrt(T-MObile) 190 (2)DB950G65E-M wlMOUnt Pipe 150 a I fXFB Unit(T-MObile) 790 (Spnnq a I j � I 'FRIG Umt(T-Mobtle) 7gp (2)D6950G65E-M w/MOUnt Pipe 150 i � pnn� ) , . � �'I FRIG Unrt(T-MODile) 190 �, i � ' I(2)FRIG Unit(T-MObile) 190 (M ho PCS z333-OOT wl Mount Pipe 740 ) �� I Plattorm Mount[LP 712-1j(ATI) 775 Plattorm Mount[LP 712-1](Metro PCS) 140 � I � , � (4)DBXNH-6565 w/Mount Pipe(ATI) 775 ._ ' " mJ 120.Oit (21HB-X-AW-2333-OOTw/MountPipe 140 � � (4)DBXNH-6565 w/MOUnt Pipe(AII) ,175 (Metro PCS) I (4)DBXNH-6565 w/Mount Pipe(ATI) 175 (2)HB-X-AW-23-33-OOT w/Mount Pipe-140 � _ , (3)Andrew E15S09P78(ATI) 175 (Metro PCS) � I II '(3)Andrew E15S09P78(AII) 175 — .. � o '' � (3)Antlrew E15S09P78(ATI) 175 � � �I " I �,RRUS-71(ATI) j175 w a a SYMBOL LIST _ � �. I ioo o rc MARK SIZE MARK SIZE , � ,I � , A PIPE 25 STD(SCH 40) B u vaxi�va.zna i � ' a 0 ¢ MATERIAL STRENGTH � � GRADE F Fu GRADE F Fu la _ < LA572-50 ,50 ksi i 65 ksi 'I A36 i 36 ksi 58 ksi � � _ o, % aoort TOWER DESIGN NOTES ° � < 1 Tower is located in Pasco County,Florida. � I 2. Tower designed for Exposure B to the TIA-222-G Standard. � 3. Tower designed for a 106 mph basic wind in accordance with the TIA-222-G Standard. � 4 Deflections are based upon a 60 mph wind. I� , 5. Tower Structure Class II. � 6. Topopraphic Catepory 1 with Crest Height of 0.000 ft ' 7 TOWER RATING:90.5% soon - — ' IfM I I `° � � o I � �I � a o I � I = � U I _ �I �, � _� ao o n ALL REACTIONS � ARE FACTORED N I a° I MAX.CORNER REACTIONS AT BASE. . � � i s DOWN: 512658I6 � I� SHEAR: 5156616 UPLIFT -4539711b I_� � �� �� zo o n SHEAR: 47241 Ib � ' I I � � AXIAL N I, � i I I 68625I6 - < ' a al i SHEAR MOMENT ! 844531b� 904869816-R —�_ J I I oon , i � ' TORQUE 91671b-ft I � I � REACTIONS-f 06 mph WIND I � �� d „ , c� �' � @� �°o A A �I r ° " n `o I ' �j I � I � c r a wIl� ���� 'o o ' ��u 3.J � Tower Engineering Professionals ob A2G0082A Pasco Count 3703 Junction Blvd. P'°�e� rea#�rosos-Revs � Raleigh, NC 27603 C11e"� T-Mobile DrawnbyBRB ,aPc Tower Engineenng Professionals PhOne:(919)661-6351 �0de' TIA-222-G �a1e 07/30/12 �a1e' NTS FAX. 919 661-6350 Pdlh:P�909 A2G0082G5trucNra�Rav 5ltnx\42G0082A Pasco Cou �9 NO'E-� N 0 c\I N � T m o � a m N N � I m o � e o' a °° g _x ���������x - a � o h� `�o�����������= `o` r��'��� ' � _ ( ! 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Phone: (813)-780-0020 Fax: (813)-780-0021 ------------------------------------------------------------------ � TO: New Tech Construction FROM: Jackie � � FAX#: 941-485-5841 FAX#: 813-780-0021 ; � DATE: 3�f�3 3-(��13 # OF PAGES including cover sheet 2 ; � � � � � � Attached is certificated of completion for work completed on tower antenna building permit ; � #13533 for the address 38122 henry drive. 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