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Home My WebLink About3051 Narcissus Ave 04-000034 (ANTENNA) DOCUMENTSPERMIT ADDRESS PROPERTY OWNER «S lmQrN, ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # 0% 4bftS 4 DATE PERMIT DESCRIPTIONCijAMM& PERMIT VALUATION o7O mch SQUARE FOOTAGE Z A- PI 6 ON Permit # . ©% -1 I CITY OY SAI?7: CkD PERMfT APPLICATION Job Address: Date: G ( 5 oe Description of Work: O' vS-F UL oo $ e Ce t _C Historic District: Zoning: Value of Work: S 2 ?1 a Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # ofAMPS f Oteration Change of Service TemporaryPole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of stories: # of Dwelling Units: Flood Zone (FEMA form required for other than X) Parcel #: Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Address: Attach Proof of Ownership & Legal Description) Phone: Fart: Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 12 OWNER' S AFFIDAVIT: I certify that all of theforegoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionandzoning. 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. 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 districts, state agencies, or federal agencies. Acceptance of permitis verification that 1 will notify the owner of the property of the rcquireme prid a w, FS 713. C N c Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: Signatum of Contractor/Agent Date U- 4 ^ O a V0 " F to Qax ot-- v o Print Agents e to R toy tea` a Signdtureofotai-ySuVof FloridaDate Contractor/ Agent is P lit Known to Me or op • vC=- roduced ID Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) 11/13/2010 14:07 4074440443 UEI OF ORANGE CO Of !tt l 1 r 7 7hisilc8nse r>11tsY ( C j ' 1/•]'= r -., ' r fli.'ItS>C1" a i :!Ofi3 b fiE 1 vA 1 Oi 1 ,yp.Y.tyVX//y 7yy p ' r Jay i - T J f{I,WI VI..WII L.l 77'PI°I7j , i 1 I/{IO. vY/ V` 1 1 J / 1 11 J l! _,' 1p''v.—lrYY-f..ir,,'}.y+. y' r 1 a I:IGEK1$EE Sl.i: WV,nr' OCAMN: 308 COMMr SUBJECT 70 •NiJFIrt ERCE ST it105 PAGE 01 e,. WMALL'•C". CODES OR E EN$ W*L 'OR REVOCATIC riLl r1 .i•7 iifC L'i. 14, L2C— COIN a, UCMD>'' i>v'1TEC: 6e 74' 00 J ' DghRgUerlt P 9naliyti0. 7.5 0 SSUED. TO: UNITI`D' ENTERPRI "' CfF.:. 44••JeQ9. 82.50 QRANGE Ot IdTY.; INC ,h:' r •• .. :>; . 108 COrSMER . 5:TREET , . #I I O This tic m eoiv:'_ r- r•rc LAKE 1"Ih Y".:; Ft "•3 746 ; 'S PTo`30;•.:.OO "`; .. Expires Sept. 30,Z004 SEmINOLE COUNTY 0CCUPA710NAL LICENSE ArCount: 089622 STATEQGItCRrCA - RAY VALDES. TAX COLI_c.CTORLICENSE TO ENGAGE IN [2I;$N•IES$ PROFESSION OR OCCUPATION SFE:;.IF!E[_. ;:r. , UNITED ENTERPRISES OF ORANGE COUNTY 108 COMMERCE ST #105 REGULATED LAKEMARY, FL 32746 State Lie-# — EC 0001694 MICHAEL F MCKENNA (OWNER) Qualifi- or•- MICHAEL F MCKENNA 4 CITY LICENSE REQUIRED ** UNITED ENTERPRISES OF ORANGE COUNTY 108COMMERCEST #10S LAKE MARY, FL 32746. Amount Paid:$ 45.00 •10432003091909268 Paid for 2004$ 46.00 11/25/2003 16:59 13217791756 SHERYL DENAN PAGE 01 Crf'Y OF SANFORD PERMIT APPLICATION p Date: Permit # . r 1s 7 -(P -L Job Address: V Ir Description of Work: r©• Historic District: Zoning: Val oft Ic: Fire Sprinkler/Alarm Pool Electrical Mechanical Plumbing Permit'rype: f3uilding Temporary Pole 7 AdditiodAlterution , Change out 8c Ertetgy Cale. Polo Electrical: New Service - # of AMPS lacement New (D . Mechanical: Residential Non -Residential P # of Gas Lines "... .: . of water & Sewer Lines ,.. plumbing/New Commercial: # of Fixttues plumbing Repair- Residential or Commercial Plumbing/IVew Residential: # of Water Closets - l al Total Square Footage'. e: Residential CommercialOccupancyTyP Flood Zone: (FEMA form required for other than X) Cvnatruction Type: of Stories: # of Dwell'sg jails; legat Description) a 1 1 ^SA-- W UL - (, JC I fofOwaersbl P Parcel M: Q Owners Ne & amAddress:O pbovie, ^ 20 IMo r --Ad WN41—le 13a Contractor Name & Address:• 1- 061 C-20 ON(.r100a 2` 0 Suite Veense lvamber: L' Coabct Persoa: NK Pbonc: , 07 -a Q9 . Phone & Fax: Bonding Cornpaoy Address Mortgage Unde( r:,) 1 Addreas: -JO Architeev6nginGGeer T aAnf dJ(p pFa:: (3 - 0 Address: )!)"Jo I i- 1 o 14 Application is hereby made to obtain a permit to do the wofk and installations as rndteated' I certify the oa r junsrtauidlietion, 1 understand that a seation has co-MCMedpriorparateeissuance ofa permit and that all work will be performed to meet standards of all laws POOLnigulixtS, F construction permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, and Alx CONDITIONERS, etc. jai work e in 0011`191iiincc with all applicable laws regulating OwNand rAnAFFIDAVIT. I ARMING TO OWNER: YOUR FAILURE TO RECORD A Non is accurate and OTICE fICOFwill nMAYRESULTINYOUR PAYING construction rW ICE FOR IMPROVEMENTS TO y0VRPROPERTYIFYOU INTE74D A7YORNEY BEFORE RECORDING YOUR NOTICE OF COMM$NCEMENO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR A e to this property that may be found in the Public records of NOTI9E; In addition to the requirementsofthispermit, there may be additional restrictions applicabl this county, and there may beadditionalpermitsrequiredfromothergovernmentalentitiessuchaswatermanagementdistricts, state agencies, or federal agencies. ACceptsncx' vc ' r tion that I will notify the owns orths perry of she requirements of orida Law, FS 713. 3 j 26 0 P A . e Signature of Contractor/Agent Date Pri pwher/Agem' ame - l vlo' - 1 Date Signature o AI ofF • i S' tune of Nornry-Sate ofFloridaJtldhhPlMInaldErrk" 4 MaljW MY Committaltxi tx;995223 a~ - BM 4 through Owner/Agent is w M2008 Contractor/ re---AjiiQt101a11 . kr- eNoes Produced ID — P APPLICATION APPROVED 8Y; Bldg: :Zoning; Utilities: FD: Initial Date) Initial & Date) (Initial & Date) Initial & Date) Special Conditions: M 11/ 25/2003 TUE 17: 38 [ TX/RX NO 92731 16001 D CITY OF SANFORD PERMIT APPLICATIO Permit #: Date: 3 Job Address: Q,f- & Description of Work: Ad Historic District: Zoning: ' I446Q51VAL: N slue of Work:•$ '• i Permit Type: Building C . Electrical Mechanical"' 'Plumbing- -Fire Sprinkler/Alarm-- - •• Pool Electrical: New Service - # of AMPS CSb' 400 Addition/AIteration —Change of Service Temporary Pole - Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy'rype: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: FEMA form required for other than X) osea• Parcel q: - V 000 02 d (Attach ProoforOwnersbi legal Description) Owners Dame &Address: MJ(. r Q. eoe Knn 00rnKo Ol -42 Fr2,0 Phone: Q CA ri Contractor Name & Address: ' Cp d # License Numbed r L • - 6 13 (actState CCPbone &Fax: ra (" oi3Gl'7a%Z.: 839-7'a Conwet Persoa: )t!i % a /- f5Pho- ne: k'TJ, '% Y Bonding Company: q Address 1 Mortgage Lender v Address: . t Architect ngin ' Qp J Phone: y0^ Address: f hl Fax: .0 3 - -)q o - 23 o I I/ Application is hereby made to obtain a permit to do the work and installations as indicated. I crtifyT ((work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 cenify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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. 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 managem5pt districts, state agencies, or federal agencies Acceptance of permit verification that I will notify the owner o the property of the req q Z6 U3 nat of Owner nt Date Sh 'a, Print Owner/Age ame I G t rida Date SUBAN M. OIBSOPIrMYCOMMISSION # 00182578RES: MatrcuO 2007Pttdo},a Known to Me orvtl' Signature. of CoAraW/14cnt Date illt - • Print,fontractor/Agent's Na St Lure of Notary -State da personallyContractor/Agent is Known t e Produced,ID. -- d 7 c 10-6-0- - APPLICATION APPROVED BY: Bldg ` Zontng: %i Q •(y ' DYk_ Utilities: Initial & Date) (Initial & Date) Special Conditions: k 066 N.'-> ct,bi AlP 6 ' 5610-1 sot dit(Soo Initial & Date) FD: _ U( totae r . ,A/\ 9fi9/a3 KIMBERLEE J SANCHEZ W COMMISSION #Dgi53730 EXPIRES: SEP 26, 2006 Bonded throughkdvanta a Notzry sn K9r.IMl4W_•.MiCLM M.!r..wf4vxrl,.Ai..iY.R...tV.J... Y:.Iy[LM..R _./..a.M.... J .1VMY..•.1..n._... rN •S •. •.•. Na.•..iilt..... 1 . -•. .f -aT • .. en•..y.4ar-, t,, SOUTHEASTERN E1VGZ7VAWR17VG AND CONS I?UGTION, INC- Tuesday, October 28, 2003 Seminole County Building Department Re: Change of Contractor T-Mobile/Voicestream Site E470/West Sanford 3051 Narcissus Ave. Sanford, FL To Whom It May Concern: Southeastern Engineering & Construction, Inc., is listed as the General Contractor on site E470/West Sanford. SEC hereby notifies'Seminole County that we are no longer the General Contractor on said permit. Since we will no longer be doing this work; we request our name be removed from this permit. We believe the new General Contractor for this permit will be EEI. You may contact John Rhodes at 407) 831-6998 for final verification. Ifyou have any questions please do not hesitate to call me at the number listed below. Thaq)rjou, Miller M Coo r License Holder/Presi STATE OF FLORIDA couNTY OF N t 0 sbol (SLtQ h Affirmed and subscribed before me this r day of O% iOP/t, 200 by "1 / 1 (.r I I I (.l -eY who is personally known to me. Si ture ofNotary Pu c State of Flori m Print, Type of Stamp Name of Notary Notary Seal KIMBERLEE J SANCNEZ QMY COMMISSION #rDD153730 EXPIRES: SEP 26, 2006 Bonded through Advantage Notary 4465 WEST GAMY BLVE). SUIT 0800. TAMPA 33611 813) 8397242 (813) 839782WAX SEECIOSAGONET.COM E+ NGINEERED ENVIRONMENTS I NC. LIMITED POWER OF ATTORNEY Date: 11-10-03 I hereby name and appoint Ken Edsall of Enaineered Environments. Inc.. to be my lawful attorney in fact to act for me and obtain from City of Sanford for a Building permit for work to be performed at a location described as: Parcel ID # 22-19-30-5AD-0000-0280 3051 Narcissus Ave Sanford, Florida 32771 Address of Job T-Mobile USA, Inc. 3111 W. Dr. MLK Jr. Blvd Suite 400 Tampa, FI 33607 Owner of Property and to sign my name and do all things necessary to this appointment. Paul A. Scott, Engineered Environments, Inc. CGC 061570 n -AL Signature of Certifiedon ac or Acknowledged: Sworn to and subscribed before me this 10th day of November A.D. 2003 by Paul A. Scott who is personally known to me. nMMyCommissionexpires: J I CfA— Seal) Gor nrlNfon f OOO f Ref Job: 03-2063 - West Sanford 8brrdI swamp ltr l iRlmift NobrY Mm.. M& 1620 Timocuan Way • Suite 130 • Longwood, FL 32750 Tel.: 407-831-6998 9 Fax: 407-831-6383 9 www.ceigc.net iSO +-M ri OFFICERS'S CERTMCA.T'E The undersigned, as Vice President and Assistant Secretary of VOICESTREAM TAMPA/ORLANDO, INC., does hereby certify that Bryan Fleming, Director, Engineering and Operations, is authorized to negotiate and enter into lease agreements on behalf of the Corporation as necessary or desirable for the continued operation of the Corporation. Date:Januwy 31, 2001 VOICESTREAM TAMPA/ORLANDO, INC. David A. Miller, Vice President and Assistant Secretary 12920 SE 38th Street Bcllcwe,WA 98006 VoiceStream Site Name: West Sanford Crown Site Name: Sanford aiceStream Site No: E470A JDE Business Unit: 812954 Licensee Identifier: VoiceStream Tampa/Orlando, Inc. SITE LICENSE ACKNOWLEDGMENT TO BE USED FOR THIS SITE ONLY] This Site License Acknowledgment ("SLA") is made and entered into as ofthis cgo'A day of r, 200`?Z, by and between VoiceStream Tampa/Orlando, Inc. , a Del are corporation and an affiliate, subsidiary or partner of T-Mobile USA, Inc., f/k/a VoiceStream Wireless Corporation, ("Licensee") and Crown Castle South LLC, a Delaware limited liability company, (Crown Castle South Inc., a Delaware corporation, was converted pursuant to Delaware law to Crown Castle South LLC, a Delaware limited liability company, effective December 31, 2001), ("Licensor"), pursuant and subject to that certain Master License Agreement (the "Agreement") b'y and between CROWN ATLANTIC COMPANY LLC, a Delaware limited liability company, y, CROWN CASTLE PT INC., a Delaware limited liability company, CROWN CASTLE SOUTH INC., a Delaware corporation, CROWN CASTLE GTCOMPANYLLC, a Delaware limited liability company, and CROWN COMMUNICATION INC., a Delaware corporation (collectively "Licensor") and Voicestream Wireless Corporation, now known as T-Mobile USA, Inc., dated as of June 20, 2000 as amended on April 17, 2001. Unless otherwise clearly indicated to the contrary by the context in which they are used, all capitalized terms used herein have the same meanings.ascribed to them in the Agreement. Licensor's federal identification number"is 74-2913900; and Licensee's. federal identification number is 52-2069434. 1. . The Site shall consist of a portion of that certain parcel of property, located in the City of Sanford, the County of Seminole, and the State of Florida, more particularly described as a parcel containing approximately eight thousand seventy five (8,075) square feet, situated as more fully described in the legal description attached hereto as Exhibit "1" (the "Site"), together with the non-exclusive right for ingress and egress, seven (7) days a week twenty-four (24) hours a day, on foot or motor vehicle, including trucks, and for the installation and maintenance ofutilitywires, poles, cables, conduits, and pipes over, under, or along an existing right of way extending from the nearest public right of way, commonly known as Narcissus Avenue, to theSite, said Site and right-of-way for access being substantially as described herein in Exhibit "2". 2. Licensee's authorized use of the Facilities pursuant to this SLA shall be limited to Licensee's installation, operation and maintenance of only the communications equipment Equipment") as set forth below, subject to the approved Site Engineering Application attached hereto as Exhibit "3" at the Site as set forth below (the "Site"). Such license is subject to the Prepared by: VHeisel Prepared on: 09/04/2003 Version 8/25/03 VoiceStream Site Name: West Sanford Crown Site Name: Sanford VoiceStream No: E470 ME Business Unit: 812954 Licensee Identifier: VoiceStream Tampa/Orlando, Inc. Special Conditions, Site Rules and Regulations, and Access and Security Procedures for Users s6t forth in the Agreement and is restricted exclusively to the installation, operation and maintenance of antennas and equipment consistent with the specifications identified below and in Exhibits "3" and "4". Manufacturer and type -number: Number of antenna(s): Weight and dimension of antenna(s) (L x W x D): Transmission line manufacturer type number for each antenna: Diameter & length of transmission line: Location of antenna(s) as described in Exhibit "3": Height of antenna(s) on tower structure as described in Exhibit "3": Direction of radiation (in degrees): AC usage: Equipment building/floor space dimensions as described in Exhibit "4": CSA Wireless; PCSX065-18-2 ' Six (6) 13.2 lbs.; 69" x 6" x 3.5" Twelve (12) Eupen; EC7-50 1-5/8"; 200' Sanford/812954 150, 2 @ 0 degrees; 2 @ 120 degrees; and 2 @ 240 degrees N/A Proposed 21' x 12' lease area with Tx 12' Equipment Pad Frequencies/Maximum Power Output per antenna: Tx: 193.0-1945 MHz Rx: 1850-1865.MHz' Output: 50 Watts 3. The Equipment shall be contained within the Facilities, located on the tower as described in Exhibit "3" and on the Site Plan (or within an existing building) as described in Exhibit "4" 4. Notwithstanding anything to the contrary herein or in the Agreement, the initial term shall be for a period of twelve (12) years commencing on the earlier of the first day of the month following (i) commencement of installation of the Equipment at the Site, or (ii) thirty (30) days after Licensee secures all necessary local and other applicable government permits to construct at the Site (the "SLA Commencement Date"). The term of this SLA will automatically be extended *for three (3) five (5) year Renewal. Terms unless Licensee- serves notice of cancellation upon Licensor at least ninety (90) days prior to the expiration of the then current term. 5. The first (1st) Basic Annual Payment due and payable by Licensee to Licensor shall be Fourteen Thousand Four Hundred dollars ($14,400.00), payable in accordance with the Agreement. Any increase in the Basic Annual Payment shall be calculated in accordance with the Agreement. Prepared by: Vlleisel Prepared on: 09/04/2003 VoiceStream Site Name: West Sanford Crown Site Name: Sanford VoiceStream No: E470 JDE Business Unit: 812954 Licensee Identifier: VoiceStream Tampa/Orlando, Inc. 6. Licensee acknowledges that Licensor's rights in the property leased by BellSouth Mobility Inc and/or its Affiliates derive from a certain Site Designation Supplement and Memorandum of Sublease dated February 1, 2000 between BellSouth Mobility Inc, a Georgia corporation and Crown Castle South -Inc. ("the Supplement"). Accordingly, the parties further acknowledge that BellSouth's rights in the -property. derive from a certain Option. and Lease Agreement dated May 10, 1990 between BellSouth Mobility Inc and W.A. Hoffman, Trustee, as previously amendment by a certain Modification of Option and Lease Agreement dated October 1, 1990 between BellSouth Mobility Inc and W.A. Hoffman, Trustee (the "Prime Lease"), a copy of which is attached hereto as Exhibit "5". Licensee further acknowledges that Licensor's rights in the Facilities and the Site are also subject to agreements and permits, the terms of which Licensee has knowledge: a. additional agreements: N/A b. title conditions: N/A C. regulatory requirements: N/A 7. Additional Provision: Licensee shall be obligated to include with each monthly payment the following site identifier: Sanford, 812954. Remainder of Page Intentionally Left. Blank] el Prepared by: VHeisel 3 Prepared on: 09/04/2003 VoiceStream Site Name: West Sanford Crown Site Name: Sanford VoiceStream No: E470 ME Business Unit: 812954 Licensee Identifier: VoiceStream Tampa/Orlando, Inc. IN WITNESS WHEREOF, the parties hereto have set their hands and affixed their respective seals the day and year first above written. Crown Castle South LLC a Delaware limited liabil't o pany By: Print Name: C Title: j /abdr7 Execution Date: VoiceStream Tampa/Orlando, Inc. a Delaware corporation d/b/a T-Mobile By: Print Name: Bryan . Flemin Title: OF Engineenng erations Execution Date: ? Prepared by: VHeisel 4 Prepared on: 09/04/2003 Witness: Witness: A • Will1^.—F VoiceStream Site Name: West Sanford Crown Site Name: Sanford VoiceStream No: E470 ME Business Unit: 812954 Licensee Identifier: VoiceStream Tampa/Orlando, Inc. SLA EXHIBIT " 1 " PROPERTY LEGAL DESCRIPTION A parcel of land lying in Section 27; Township 19 South, Range 30 East, Seminole County, Florida, being more particularly described as follows: The West 85.00 feet of the North 95.00 feet of the East 150.00 feet of Lot 30. "Florida Land and Canonization Company's Celery Plantation" according to the plat thereof as recorded in Plat Book 1; Page 129 of the Public Records'of Seminole County, Florida. Prepared by: VHeisel 5 Prepared on: 09/04/2003 VoiceStream Site Name: West Sanford Crown Site Name: Sanford VoiceStream No: E470 ME Business Unit: 812954 Licensee Identifier: VoiceStream Tampa/Orlando, Inc. SLA EXHIBIT "2" SITE AND ACCESS RIGHT-OF-WAY LEGAL DESCRIPTION See Attached Prepared by: VHeisel 6 Prepared on: 09/04/2003 Dt.L511610i DUN • , .. yn7 SECTION 27, T'OVMBNIP TS BOUTN, RANGE 00 EARTLCODupdsaL"Wuco w S 311e ID S DOMNOLe COUNW. PWRIMDoeType ev'sr-'-----------'--------------------- -----+c's'L---------------------------- Ir.rw{WAYIY.s A.Ilwq ' 7W lit1 ' L I,ITY' • IO LT I tN. i COMPOYNDAMAVICINITY MAP ir SCALE: r . 2a 1 were• . 0 L01 11 1, 1 told{ L01 I! i ' CLLL{, PL MI{110{ ' 107 Lt ' r t o LCGCND O Ilarw ,N A W • Mr I.{ trw LwiwrlW,M Ww rrilYr brr ILI„ rrI NNI wr I.. J rwrr /r/r wrr{Ir+er LOI U l LOI rL 1 LILN 1, lYetcl wean DEXAPION FLOOD NOTE L• Ir{ ,Isr `L r.• Ioy n: 1n`IiwNf i + w.r :I .....: w: is r, n w,wr. Lr w Ire r.r r Iw M_ 1r.11.r w: lwr, Or.r n.». MN "MAS r rrrl w rl ti r rlu r»w r.u»1rr. uwr Yrr, r . r Iirr Iwr 1', r'rw rlrwnL » w M, a NF,Ir I,r1'1r. . MIu/ a. wrw•wjuri jy w_r rr.w.Yl tl - ocal rLrlr Inrw n•: \w. LO»L "' UV € 1 Y Oe WY( 01yi a z wlWl • w W ALLESDESIGNCORPORATIONW OA{a• A w.LT TA_WL. R WI/ / Ar_ MII 70J.NNINAi LNe {IFL\I{ I_ yhb Cl I{ nzl L•{ w rn LaLLfi1{a L r wr{s 1•aLSNwwIiol LLur Lower. MIa \ Y{r \a0 { M reLY wwr• 1{OLIIM I,e rr rwn N{ a rOOwYA W Y y,ll+n/ Mrf„A Lilrla Iwr11'1r. IIL Yew MII lr•, 11a111»r11 NLr{»{L I, Mr »{IIwR 11 YIa 4rNL • I»II rl HYIIY NN .,Ila»• rR W>•. 1{ LIIII L Ya»\ L•L ILInM 01w M MI{eM as I IIL Ia11{ rLa IOe DYIa YI IN \{ 11Y11{ aar ILr aL... err) \NN N1rYI W II,r LLN141 ILc. aIw\ neiaL 1w» I\ Lr.{ W 001111 e1wniJ\' M»a•l Lm1111L 1L1ti`LI VoiceStream Site Name: West Sanford Crown Site Name: Sanford VoiceStream No: E470 ME Business Unit: 812954 Licensee Identifier: VoiceStream Tampa/Orlando, Inc. SLA EXHIBIT " Y APPROVED SITE ENGINEERING APPLICATION LOCATION OF. ANTENNAS) See Attached Prepared by: VHeisel 7 Prepared on: 09/04/2003 Crown Castle Online Application Pagel of 3 IMTfRMATPONAl Customer Approved: 16 Sep 2003 Application ID: 9301 Revision. # 4 Submitted: 08 Sep 2003 Submitted By: CCIC_GLANE Original App Date: 22 Aug 2003 Desired Install Date: 01 Oct 2003 Reason for Application: First time antenna installation at JDE Job Number 47713 this site Applications are subject to applicable Crown Castle engineering, regulatory, zoning/planning, and priority property -owner approval. Approval conditions may result in alternative requirements for type and/orplacementofequipment. Approval conditions may also lead to additional or revised engineering analysis atCrownCastlediscretionanduponconsentofthecustomer. Company Information Voicestream Wireless Corp D/B/A T- Company: MOBILE Address: P.O. BOX 53090 City/Town: BELLEVUE County: N/A State: WA Postal Code: 98015- 3090 Customer N/A. Job Number: Customer WEST Customer Site Name: SANFORD Site Number: E470 Legal Entity Information Operating Legal Entity: N/A Site Information Crown Castle Sanford Site Name: Crown Castle 812954 Site ID: Address: 3051 Narcissus Avenue City/Town: Sanford State: FL Postal Code: 32771 County: Seminole Site Status: N/A Latitude: 280 48'• 55.0". Longitude: 810 18'.17.0" Structure Type: SELF Structure Height: 254 ft SUPPORT Primary Contact: DAVID MCAULIFFE E-mail: DAVID.MCAULIFFE@T-MOBILE.COM Address: N/A City/Town: N/A State: N/A RF Contact: DAWN CHAPMAN E-mail: DAWN.CHAPMAN@T-MOBILE.COM Antenna Information Phone: 941-374-9249 Fax: N/A Postal Code: N/A Phone: 813-348-2540 C Line Mech Mfg. / TransmitTransmitReceive Receive Fig. Pos. Elev Azimuth Tilt Model Technology Start Stop Start Stop Use Orientation Status 1 ST- A 150ft 0 0 'CSA GSM 1930.0 1945.0 1850.0 1865.0 Tx/RxMid-Mount Proposed 4 WIRELESS 2 5T- D 150ft 0 4 3 5T- E 150ft 120 4 PCSX065- 18- 2 0 CSA GSM WIRELESS PCSX065- 18- 2 0 CSA GSM WIRELESS PCSX065- 1930. 0 1945.0 1850.0 1865.0 Tx/RxMid-Mount Proposed 1930. 0 1945.0 1850.0 1865.0 Tx/RxMid-Mount Proposed i, ttp://,"«v.ccisites.com/engapplic/AppTrkEngPrint.do?command=View&appID=9301 &pr... 9/ 18/2003 Crown Castle Online Application Page 2 of 3 18-2 4 5T- H 150ft 120 0 CSA GSM 4 WIRELESS PCSX065- 18-2 5 5T- L 150ft 240 • 0 CSA GSM 4 WIRELESS PCSX065- 18-2 6 5T- I 150ft 240 0 CSA GSM 4 WIRELESS PCSX065- 18-2 Feedline Information Fig. Pos. Qty Mfg. Model 1 5T-4 A 2 Primary: EUPEN EC7-50 Secondary: N/A 2 5T-4 D 2 Primary: EUPEN EC7-50 Secondary: N/A 3 5T-4 E 2 Primary: EUPEN EC7-50 Secondary: N/A 4 5T-4 H 2 Primary: EUPEN EC7-50 Secondary: N/A 5 5T-4 L 2 Primary: EUPEN EC7-50 Secondary: N/A 6 5T-4 • ` I 2 Primary: EUPEN EC7-50 Secondary: N/A' Optional Component Information Lightning Suppressor Fig. Pos. Mfg. Model 1 5T-4 A N/A N/A 2 5T-4 D N/A N/A 3 5T-4 E N/A N/A 4 5T-4 H N/A N/A 5 5T-4 L N/A N/A 6 5T-4 I N/A N/A Base Station Information Manufacturer Model Max. Transmit Antenna Power EIRP (Watts) Connector Type Base Station Power (Watts) Transmitter Intermod Protection(if required) Band Pass Filter Manufacturer Band Pass Filter Model Band Pass Filter Range Duplexor Manufacturer Duplexor Model Duplexor Tx/Rx Isolation 1930.0 1945.0 1850.0 1865.0 Tx/Rx Mid -Mount Proposed 1930.0 1945.0 • 1850.0 1865.0 Tx/RxMid-Mount Proposed 1930.0 1945.0 1850.0 1865.0 Tx/Rx Mid -Mount Proposed Connector Type Color Code Length Status N/A N/A 200 ft Proposed N/A N/A 200 ft Proposed_ _ N/A N/A 200 ft Proposed N/A N/A 200 ft Proposed N/A N/A 200 ft Proposed N/A N/A 200ft Proposed Tower Mounted Amplifier Mfg. Model Elev. 1 Elev. 2 Status N/ A N/A N/A N/A N/A N/ A N/A N/A N/A N/A N/ A N/A N/A N/A N/A N/ A N/A N/A N/A N/A N/ A N/A N/A N/A N/A N/ A N/A N/A N/A N/A Station 1 Station 2 NOKIA N/A ULTRAITE N/A 50 N/A DIN N/A N/ A N/A N/ A N/A N/ A N/A N/ A N/A N/ A N/A N/ A N/A N/ A N/A httn: ll1,Vx,,xv.ccisites.com/engapplic/AppTrkEngPrint.do?command=View&appID=9301 &pr... 9/18/2003 Crown Castle Online Application Page 3 of 3 Building/Pad/Power Requirements Type L W H Power Requirements Building Requirements VAC 120 Phase Single Phase New Building/Shelter N/A N/A N/A N/A Amps 200 Existing Building/Shelter Floor Space. N/A N/A N/A Building Identification 0 Generator Needed? No Generator Size (kW) N/A Pad Requirements Generator Fuel N/A Generator N/A Required Leased Size 21ft 12ft loft Type Manufacturer Pad Size 7ft 12ft Generator Fuel N/A Generator N/A Tank Size Model Number of Equipment Cabinets at time of Install 4 Battery Requirements Quantity 0 Manufacturer N/A Model N/A Comments/Additional Information Comments: N/A Indicates where Cut Sheet data has been entered. NOTICE: Structural Analysis shall be performed in accordance with the current revision of the TIA/EIA 222 standard and applicable local building permit codes and standards. EME analysis shall be consistentwithcurrentrevisionofFCC/OSHA standard GETS 6S. AM detuning, when required, will be performed to 47 CFR22.371. The customer is responsible for all analysis expenses. All construction drawings are subject to Crown Castle engineering approval prior to commencement of . . tower attachments and compound installations.'Installation of equipment not conforming.to_approved drawings may violate the terms of the occupancy agreement and will be corrected at the customersexpense. Crown Castle international requires drawings for pre -construction approval and as built drawings for physical configuration validation to be submitted as unlocked AutoCAD files (Version 2000i preferred). Appendix A - Antenna, Feedline & TMA Specifications Antenna Specifications Quantity Manufacturer Model Type Height Width Depth Weight Flat Plate Area 6 CSA WIRELESS PCSX065-18-2 PANEL 69.0 IN 6.0 IN 3.5 IN 13.2 LBS 2.9 FT2 Feedline Specifications Quantity Manufacturer Model Nominal Size Nominal O.D. 12 EUPEN EC7-50 1-5/8 1.969 IN l,iin://-,v,,vw.ccisites.con-denl?applic/AppTrkEngPrint.do?command=View&appID=9301 &pr... 9/18/2003 254 n OL154NESS UNIT: Sf}954 1pWER .0:. f 251 IT tMLREF. M. 51795.-t75' i00 n LhLlRJF. OTr. 017954-ti 751'-0• BELLSOUTN 9ELISOUTH 1e10'-V NWIL 161'-0' BEll50UTN 150'-0' T-MOBILE 100'-0' SEll50UTN 50'-0' SELESOVTN 10'-0• VoiceStream Site Name: West Sanford Crown Site Name: Sanford VoiceStream No: E470 JDE Business Unit: 812954 Licensee Identifier: VoiceStream Tampa/Orlando, Inc. SLA EXHIBIT "4" LOCATION OF EQUIPMENT BUILDING/FLOOR SPACE AND ANY OTHER APPENDED INSTALLATION AT THE SITE See Attached 0 I. Prepared by: VHeisel 8 Prepared on: 09/04/2003 VoiceStream Site Name: West Sanford VoiceStream No: E470 U Prepared by: VHeisel Prepared on: 09/04/2003 Crown Site Name: Sanford JDE Business Unit: 812954 . Licensee Identifier: VoiceStream Tampa/Orlando, Inc. SLA EXHIBIT "5" PRIME LEASE AGREEMENT See Attached 9 4ARYANIIE MORSE SEI-11149 E COUNTY, FL. y_ :SLERK OE CIRCUIT COURT RECORHU & VERIFico Q 650187 01 FE) -7 P 1 3:09 This instrument Rnared by and after recording, Indexing Cross Reference. please return to: See Exhibit A Robert D. Ward, Esq. r Downs Rachlin & Martin PLLC 90 Prospect Street m'r, P. 0. Box 99 s a' St. Johnsbury, VT 05819-0099 3 Phone: (802)748-8324 ^ m Fax: (802) 7484394 a . ^ o STATE OF FLORIDA j p COUNTY. -OF SEMINOLE ) SITE DESIGNATION SUPPLEMENT AND MEMORANDUM OF SUBLEASE THIS SITE DESIGNATION SUPPLEMENT AND MEMORANDUM OF SUBLEASE (the "Supplement"), made effective as of the Site Commencement Date (as defined below), by and between BELLSOUTH MOBILITY INC, a Georgia corporation, with a principal address at 5201 Congress Avenue, Boca Raton, Florida 33487 ("Transferring Entity"), and CROWN CASTLE SOUTH INC., a Delaware corporation, with a principal address at c/o. Crown Communication Inc., 375 .. Southpointe. Boulevard, Canonsburg, Pennsylvania 15317, Attention: Real Estate Department ("TowerCo") . WITNESSETH: WHEREAS, reference is hereby made to that certain Sublease dated June 1, 1999 (the Sublease"), by and among Transferring Entity, the other transferring entities. named therein, Crown Castle International Corp., a Delaware corporation, and TowerCo; Site Name: Sanford, FL Site Number: ORL048 Leased Site ATLUB01 972059.1 OFFICIAL PAGE 0312 SEMI?IOLE CO JLWHEREAS, the parties desire that the terms and conditions of the Sublease shall govern the relationship of the parties under this Supplement, and each party executing this Supplement that is not an original party to the Sublease hereby ratifies and agrees to be bound by and perform the obligations applicable to such party as set forth in the Sublease and this Supplement; and WHEREAS, pursuant to that certain lease between W. A. Hoffrnan, Trustee (the Ground Lessor") and Transferring Entity, dated May 10, 1990 (as may have been amended, the "Ground Lease"), the recorded copy or memorandum of which is referred to in ExhibitA, Transferring Entity is the lessee of that certain real property described therein, and the owner ofcertainimprovementslocatedthereonasmoreparticularlydescribedonExhibitsB, C and D attached hereto and incorporated herein by reference (the "Site"); NOW, THEREFORE, for valuable consideration, the receipt, adequacy and sufficiency ofwhich is hereby acknowledged by.the parties hereto, the parties hereby agree as follows: 1. Sublease and Defined Terms. Unless otherwise defined herein, capitalized terms shall have the meaning set forth in the Sublease. The parties agree that, except as otherwise set forth herein, the terms and conditions ofthe Sublease shall govern the relationship of the parties under this Supplement and the Sublease is incorporated herein by reference. In the event of a conflict or inconsistency between the terns of the Sublease and this Supplement, the terns of the Sublease shall govern and control, except as expressly set forth herein. 2' Demise. Pursuant to the Sublease, Transferring Entity hereby subleases to TowerCo, and TowerCo hereby subleases from Transferring Entity, the Subleased Property of the Site. 3. Reserved Space. TowerCo hereby expressly acknowledges that, in accordance with the Sublease, the Subleased Property does not include, and the Transferring Entity has reserved and excepted from the Sublease pursuant to this Supplement, the Reserved Space as shown on Exhibits B, C and D attached hereto and incorporated herein by this reference. Notwithstanding any errors or imprecisions in the descriptions and depictions set forth on Exhibits B, C and D attached hereto and incorporated herein by this reference, TowerCo further expressly acknowledges that the Reserved Space includes, without limitation, all portions of theSiteutilizedoroccupiedbytheTransferringEntityoranyotherBMIAffiliateasofthedateof this Supplement for the use, enjoyment, operation or maintenance of its Communications. Facility. TowerCo further expressly acknowledges that, in accordance with the Sublease, the Reserved Space includes, without limitation: (i) the Transferring Entity's Improvements set forth in Exhibit E attached hereto; (ii) the nonexclusive rights of ingress to and egress from the entire Site, and access to the entire Tower and all Improvements (including any and all easements), at such times (on a 24-hour, seven (7) day per week basis), to such extent, and in such means and manner (on foot or by motor vehicle) as the Transferring Entity deems necessary or desirable for its full use and enjoyment of the Reserved Space; (iii) the right to use any portion of the Subleased Property, including the Land and lmprovements thereof, for purposes of temporary Site Name: Sanford, FL Site Number: ORL048 Leased Site An,ueot r2059.1 OFFICIAL RECORDS Rn ; PAGE 313 location and storage of any equipment (including Communicad01V1:i4ui rrfe6t) and any part thereof in connection with performing any repairs or replacements of the Improvements; and (iv) any and all rights pursuant to Sections 5(c) and 25 of the Sublease and all appurtenant rights reasonably inferable to permit the Transferring Entity's. full. use. and enjoyment of the Reserved Space, including without limitation, the appurtenances specifically. described in Section 5 of the Sublease. For purposes of Section 25 of the' Sublease, the weights and sail ' area of the panel antennas comprising a portion of Transferring Entity's Tower -mounted Communications Equipment is set forth on Exhibit F. 4. Term/Site Commencement Date. The Tenn of the Sublease as to the Subleased Property of the Site pursuant to this Supplement shall commence effective as of February 1, 2000 the "Site Commencement Date") and shall terminate on the date which is one day before the Ground Lease expires in accordance with its terms (including any extensions or renewals thereof), unless terminated earlier in accordance with the terms of the Sublease. 5. Rent. TowerCo shall pay to BMI the Site Payment calculated in accordance with Section 11 of the Sublease. 6. Notice. All notices hereunder shall be deemed validly given if given in accordance with the Sublease. 7. :.Governing Law.. Notwithstanding the terms of the. Sublease, _this Supplement shall be governed by and construed .. in accordance with the laws of the State . in which -the Subleased Property is located. 8. Modifications. This Supplement shall not be amended, supplemented or modified in any respect, except pursuant to written agreement duly executed by the parties in the same manner in which the Sublease was executed. 9. Counterparts. This Supplement may be executed in several counterparts, each of which shall be deemed an original, and all of such counterparts together shall constitute one and the same instrument. Site Name: Sanford, FL Site Number: ORL048 Leased Site 3 ATLUB01 172059.1 OFFICIAL VC,ZOS 80ns, t004 0314 IN WITNESS WHEREOF, the parties hereto have set their hands as of the Site Commencement Date, as defined above. SEMINOLE CO.J L Printed Name: l, i So ^ Witness A) Printed Name: Witness STATE OF GEORGIA COUNTY OF FULTON BELLSOUTH MOBILITY INC. By: Stephen A. Brake Assistant Vice President Address: 1100 Peachtree Street, N.E. Suite 800 Atlanta, Georgia 30309 The foregoingforeoin instrument wasacknowledged before me thisLeday of May, 2000, by Stephen A. Brake, Assistant Vice President of BellSouth Mobility Inc, a Georgia corporation, on behalf of the corporation. He is personally known to me or has produced a Georgia Driver's License as identification. Notary Public My Commission Expires: NOTARIAL SEAL] Site Name: Sanford, FL Site Number: ORL048 Leased Site NOT, q 9yA --. VeLICJ ATLU801 9M59.1 OFFICIAL RECORDS 8C.0K PAGE L004 0315 IN WITNESS WHEREOF, the parties hereto have set theirhOLE Ds.pt of the Site Commencement Date, as defined above. Printed Name: I Printed Name: TIT. Nm m of c, l 4-- Witness COMMONWEALTH PENNSYLVANIA COUNTY OF WASHINGTON CROWN CASTLE SOUTH INC. By: Holly Ei#t Grosc Vice Pre dent/Assi t Secretary Address: 375 Southpointe Boulevard Canonsburg, Pennsylvania 15317 The foregoing instrument was acknowledged before me this P ay of May, 2000, by Holly Ernst Groschner, Vice. President/Assistant Secretary of Crown Castle South Inc.". a Delaware corporation, on' behalf of the corporation. She is personally known to me or has" produced a Pennsylvania Driver's License as identification. My Commission Expires: NOTARIAL SEAL] Site Name: Sanford, FL Site Number: ORL048 Leased Site t N • a1,,; sen , Nol Deloris k JO Canonsburg EW My Commission Member, Pens" ilotary ublic - ton•C llyr 3: A71UD01 872059.1 OFFICIAL F:COROS BOOK 4004 031E SEMINOLE COJL Exhibit A - Leased Site Name: Sanford ' Site Number: ORL048 County: Seminole Original Ground Lessor: W.A. Hoffman, Trustee Original Ground Lessee: PellSouth Mobility Inc. Execution Date of Original 4/10/90 Ground Lease Agreement: Recording Information for Original Ground LeaseAgreement or Memorandum Thereof Registry: OFFICIAL RECORDS OF SEMINOLE Book: 2223 Page: 612 Record Date: 9124190 Friday, April 07, 2000 OFFICIAL RECORDS V011% PAGE 14o04 0311 EXHIBIT B SEMIhOLE CO..FL SITE PLAN See attached "as built" site plan showing the portion of the Site that is part ofthe Reserved Space. Site Name: Sanford, FL Site Number: ORL048 Leased Site B-1 I An.ueoi 8720".1 FINAL Accepted and Approved by Crown and BellSouth 6r-2• . 14'-4' CATE 26' A 7AJC= Cry n J 0 C> PLUGGEN. DISC. NAG PWC b 9, 7•. VENT HVAC 6' HVAC VENT 1r LAJ DISCiar Ira• DISC. XSTEPS METER a W / k RAIL BELLSOUTH Bloc. It'-6' X 26'4' J'•6• S0. IDC. BELLSOUTH BLD LNCT10N Pao 11'-6' X 26 LIGHT J• DOOR J' DOOR Box 1e• VA ® 01m— HVA 1J'S' STROBE® ICE BRXICE X 6' o • • '• ::: CABLE LADDER ICE BRRICE LADDERICEBRIDGE4' S0. PAO 2' X 14'. 2' X SW (TYP. J) ICE BRIDGE a 2' x 14'a• 25J' 6 1/2- TOWER Y 1/FACE36'-0 1/2• FACE 1n v ,n FUEL n TANK REF. Cos M M PV-7• 37'-4' m NOTE: 1. SEE EXHIBIT A FOR LEGAL OESCRIPTION 2. COMPOUNO LAYOUT IS ACCURATE AS OF &/17/99 BMI's SITE NAME SANFORO BELLSOUTH ACCOUNTING COOS 776933 ALLIMPROVEMENTS OWNEO.BY BELLSOUTH BELLSOUTH APPROVAL of BMI EQUIPMENT/IMPROVE: _ UNLESS OTHERWISE C' Cf1OWN BUSINESS UNIT NUMBER NOTED WITH •. M* • fIR 4 IFGMD: X -CPS REf. GTW (TYP. 31) PARKING BOU.ARD (TYP. B) EXHIBIT B 18.17.3" a'-6 1/2- T014ER 15' - -16488 1i 26/99 ORL046M15/9 OFFICIAL RECORDS 600i! FAGE 4004 0319 EXHIBIT C SEMINOLE COJL TOWER ELEVATION See attached "as built" tower elevation describing the Tower and indicating the portion of the Tower.that is part ofthe Reserved Space. rtPP z w 0 B'-7 1 /2" r 253'-6-255' 233'-4 1 213'-1 3 192'-11 1, 172'- 152'- 13 111,4 91'-4 71' 50'-B" 30'-4" 0' OFFICIAL RECORDS SELF L11TERMODELISSWUNRNORN ovm,j,. HEIGHT Imo(* (1gp.GRt FOUNDATION HEIGHT 254'-2 1/2- Z5Y-6 1/Z- 8- MISCELLANEOUS E1 EV, DESCRI ON NO LIGHTNING ROD 255'-6' 1'-5' X 1'-6' FLASH TECH. STROBE (LEG B) s ANTENNAS ELEV. DESCRIPTION LD'E SIZE ANTENNAAZDl117H MOUNT AZDfIT[ 255' 14' UPRIGHT WHIP NO LINE OMNI 300' 251' 4- DECIBEL D8878H105-X 4- 1 5/8' 0' 0' 251' 4- DECIBEL D8378HI05-X 4- 1 5/8' 120' 120' 251' 4- DECIBEL D6878H185-X 4- 1 5/8' 240' 240' 288' 6' HP DISH HP-60A72 EW-52 180' 180' 163' 6' HP DISH HP40A72 EW-52 180' 180' 100' 10' GRID DISH EZA120OF 7/3 240' 18F 5W 2' UPRIGHT WHIP 1/2- OMNI 300' 10' NOTE: 1. ALL ANTENNAS ARE MEASURED TO THE CENTERLINE, EXCEPT WHIPS WHICH ARE MEASURED TO THE BASE. 2. ALL ELEVATIONS SHOWN ARE FROM TOP OF FOUNDATION. (REF. ELEV. 0'-01 . 50' 3. OVERALL HEIGHT = TOWER HEIGHT + FOUNDATION HEIGHT AGL ABOVE GROUND LEVEL) EXHIBIT C BMI's SITE NAME SANFORD BELLSOUTH ACCOUNTING CODE779033 — BELLSOUTH APPROVAL of BMI EQUIPMENT/IMPROVEMENTS: _ CROWN BUSINESS UNIT NUMBER-— --- - NOTE: STRUCTURE ELEVATION ALL ANTENNAS OWNED SITE:SANFORD STATEfLORIDA BY BELLSOUTH UNLESS OTHERWISE TELECOM, INC. NOTED WITH e. rr i iuncry 7' 0 90' 164 1 ORL04BEL OFFICIAL RECORDS BOOK PAGE 14004 0321 EXHIBIT D ,SEMINOLE CO..FL TOWER ANTENNA PLATFORM See attached "as built" tower antenna platform drawing describing the antenna platform(s) and indicating the portion thereof that is part of the Reserved Space. Site Name: Sanford, FL Site Number: ORL048 Leased Site D-1 ATLUB01 9720".) cc* --I 0 U WJ7z r76 WCN L7 r L FINAL 17'-2" A 8 C I MOUNT ELEVATION 251' 0 20 40 l I I I I SCALE IN FEET SITE NAMEIANFORO OUTH ACCOUNTING CODE 770WJ OUTH APPROVAL of BMI EOUIPMENT/IAIPROVE:_ 4 BUSINESS UNITS NUMBER Accepted and Approved by Crown and BellSouth ANTENNAS POS. DESCRIPTION A 06575H1054. LINE 1 5W. (OR 01) e 00575H105-X LINE 1 W r. (Off 07 c 08075H105-X LINE 1 5W, (Ofr 01 0 08575H1W-X LINE 1 SAP. (W 01 ' E : 08575H10SX LINE 15W. (OR 0) F 06075HIWX. LINE I SAT•. (OR01 G 08578H105-1L LINE 1 wr. (0/T07 H 08575H10&X. LINE 1 SAP• (wr Oj 1 .OE1575H105-X LINE 1 5W. (OIT 01 J 085nHIMX LINE 1 6W. (O/T 0-) K b8575HwsX LINE 1 W, (OR o-) L 00575H105•X UNE 1 &W. (O/r Oj 4• WHIP, NO UNE (OR 0f M NOTE: 1. MOUNT.ELEVATIONS REFLECT MEASUREMENTS TO CENTER .OF'THE MOUNT. DESCRIPTION TOWER UNTEDMPMOALIFIER -TMA UPRIGHT A — --- --- - ---- _.. MIDPOINT INVERTEDLEGENWARTENNA15E TI I ALL ANTENNAS OWNED ERG I ikzl , 8YBELLSOUTH \/ UNLESS OTHERNASE COMMUNICATI NS V NOTEO WITH .. CaSAIM . Taa MOM . me MUOrrdT SITEWAMAMOOT • TW44MV O,CVtMM NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE EXHIBIT D LECOM, INC. 10 16488 125/ 99 1 5/9 ORI MAI FINAL' . 4ccepted and Approved by Crown and BellSouth OFFICIAL RECORDSGBOOK 4004 0324 EXHIBIT E SEMINOLE CO.,FL TRANSFERRING ENTITY'S IMPROVEMENTS 1. All of Transferring Entity's Communications Equipment located on or in the equipment shelters, buildings and/or cabinets shown on Exhibit B and located on the Tower as shown on Exhibits C and D. 2. Equipment shelters, buildings and/or cabinets, all as shown on Exhibit B. 3. Generators and associated fuel tanks, if any, all as shown on Exhibit B. 4. Pads and foundations associated with equipment shelters, building, cabinets and generators. 5. Grounding rings for the equipment shelters, if any. -------- Site Name: Sanford, FL Site Number: ORL048 Leased Site E-1 ATLUD01 872059.1 OFFICIAL RECORDS 0001 ..AGE 4004 0325, EXHIBIT F SEMINOLE CO.,FL ANTENNA WEIGHT AND SAIL AREA DATA See attached schedule of standard antenna weight and sail area data. . OFFICIAL. RECORDS soon : acE 4004 0326 DATA SEMINOLE CO..FL it. nufacturcr:: rAriterina'Ma a:"=_.; Modelend Arca cigfit`tlbs) r)11'. ,, f•:.,-....:;•: DB910CE- M 0.54 720 Allen Telecom DB961DD90 2.80 11.00 Allen Telecom DB961DD9OT2.. 2.80 11.00 . Allen Telecom DB961DD9OT2E-M 2.80 11.00 Allen Telecom _ DB974H9O ' 120 3.50 Alien Telecom DB978H90E-M 2.55 7.10 Allen Telecom DB98OH105T2E-M 2.50 8.50 Allen Telecom DB98OH120E-M 2.50 8.50 Allen Telecom DB98OH9OE-M 3.30 8.50 Allen Telecom • DB98OH9OT2B-M 3.30 8.50 Allen Telecom DB9SOH9OT2E-M 3.30 8.50 Allen Telecom DB982H9OT2A-M 3.00 10.00 Allen Telecom DB982H90T2E-M 3.00 10.00 Allen Telecom DB983H65 ..- - - 3.30 12.00 Allen Telecom DB983H65T2 3.30 2. Allen Telecom 4158. 21 3.900 220 Allgon 7130. 16 3.. 17.16 Allgon 7131. 2 4.00 15.90 Allgon 7143. 21 1. 5A0 Allgon 7143. 24 3.990 021.00 Allgon 3.90 21.00 Allgon 7144.24 7144. 26 ,. 6.00 31.00 Allgon 7145. 24 3.90 21.00 Allgon 7145. 26 6.00 31.00 Allgon 7145. 48 7.70 37.40 Allgon 7146. 26 5.80 31.00 Allgon 7220. 14 2.80 14.00 Allgon 2980- 001 3.90 21.00 _ Allgon _ _ 2980- 002 - 3.90 21.00 Allgon 7251. 01 0.00 17.60 Allgon 740198R2 3. 90 21.00 Allgon OGC9- 825 RFL-2 0.36 7.00 Allgon OGC9- 825N 3.90 21.00 Allgon P- 7WA48G 3.90 21.00 Allgon RWA- 80012 3.90 21.00 Allgon RWA- 80016 3.90 21.00 Allgon SRL410 C9 U4 5.49• 35.00. Allgon GP 10E- 21 A 314.00 418.00 Andrew GP12F- 21 452.16 517.00 Andrew GP6F- 21A 113.04 198.00 Andrew GP8F- 21A 200.96 282.00 Andrew HP10- 107F 78.54 541.00 Andrew HP12F- 21A 452.16 850.00 Andrew HP6F- 21B 113.04 281.00 Andrew HP8- 107F 50.27 447.00 Andrew HP8F- 21 50.27 447.00 Andrew HP- 8F- 21A 200.96 447.00 Andrew P10E- 21C 314.00 402.00 Andrew P4F- 21 D 50.24 119.00 Andrew PG- 65D 113.04 162.00 Andrew Page 1 Andrew Andrew Andrew Andrew Andrew Andrew Andrew Andrew Andrew Andrew Andrew Andrew Andrew Andrew Andrew Andrew Andrew Andrew Andrew Andrew Andrew Andrew Andrew . Antel Antel Antel Antel Antel Antel Antel Antel Antel Antel Antel Antel Antel . Antel Antel Antel Antel Antel Antel Antel Antel Antel Antenna Specialist Antenna Specialist Antenna Specialist Antenna Specialist Antenna Specialist OFFICIAL RECORDS BrInu . AGE DATA 4004 0321 SEMINOLE CO -.FL P6F-21 C P8F-21 A P8F-21 C PAR6405 PARE-65A PARS-65A PCSI9HA-09016-2DG PCSI9HA-11015-0DG PCSI9HA-11015-2DG PL10-59D PL10-65D PI6-59D PL6-Q5D PL8-59D PL8-59D-1 PI8-65D UHP8F-21 UHX10-59J RF UHX12-59J RF UHX6-59J UHX6-59J RF UHX8.-59H. UHX8-59H LF. BCD 80010 BCR 80010:N270 BCR 80010N:90 BCR-80010 BCR80010:N180 BCR-80010:N270 BCR8-A LPD790512 LPD790514 LPD790712 LPD790814 RWA - 80012 RWA-80010 RWA-80012 RWA-80013 RWA-80014 RWA-80015 RWA-80017 RWA-8006 RWA-8009 SRL410 C2 U4 SRL410 C9 R90 ASP2895 ASP953 ASP962 ASP963 ASP967 113.04 200.96 200.96 113.04. . 28.27 50.27 3.10 1.97 3.10 314.00 314.00 113.04 113.04 200.96 200.96 200.96 200.96 314.00 452.16 113.04 113.04 200.96 200.96 0.23 6.00 4.20 6.00 6.00 6.00 4.20 0.43 0.43 0.75 1.30 3.90 2.00 3.90. 3.90 3.90 7.87 7.80 1.08 2.00 1.25 5.49 9.00 1.60 0.16 2.55 4,43 162.00 304.00 304.00 162.00 281.00 447.00 10.00 10.00 10.00 402.00 402.00 162.00 162.00 304.00 304.00 304.00 447.00 541.00 890.00 281.00 281.00 447.00 447.00 26.50 55.00 37.00 55.00 55.00 55.00 26.50 4.90 4.90 5.50 7.74 14.30 8.40 14.30 14.30 14.30 31.00 31.00 5.30 8.40 7,00 35.00 62.00 27.00 1.13 50.00 75.00 Page 2 Antenna Specialist Antenna Specialist. . Antenna Specialist Antenna Specialist Antenna Specialist Antenna Specialist Antenna Specialist Ball Wireless Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Model., ASP973 ASP-977 ASPD974 ASPD977 -4 ASPD977.-5.5 ASPD977 -6 ASPD978 PCSVR-16-09007 ALP868013 AP11-850/105 AP12-850/090 AP861011 AP866017 AP881011 AP8-850/105 AP906513 AP906516TO APL869012 BCR10 BCR70-B BCR12-0 BCR12-A BCR12-A . BCR12-H BCR12-H BCR12-H-81 BCR12-O BCR12-O-B1 BCR12-OT3 BCR6SP-HT2 BCR8-0015 DA10-107 MAW DAB-59A PAB-65 PD10017 PD 10017-2B PD10017-4B PD10085 PD10085L PD 10099 PD10108 PD10162 PD10164 PD 10164-2B PD10168 PD10176 PD10177 PD10183-2 PD10186 DATA 1.60 1.75 1.60 1.75 1.75 1.75 1.75 21.00 1.00 2.71 2.00 4.04 9.37 4.04 1.61 2.71 1.61 2.00 4.80 4.80 7.60 7.60 7.60 7.60 7.60 7.60 7.60 7.60 7.60 2.10 3.00 314.00 28.27 50.27 200.96 2.00 2.00 2.00 1.40 1.40 1.50 0.18 1.70 2.00 2.40 2.40 6.20 2.55 2.00 OFFICIAL. RECORDS Snn 4004 0328 SEmmOLE CO••FL 27.00 35.00 . 27.00 35.00 35.00 35.00'-' 35.00 7.00 4A5 21.30 18.00 10.00 48.50 __ 10.00 5.90 ----- -- 17.62 7.05 11.60 87.00 87.00 124.00 87.00 124.0.0 87.00 124.00 87.00 87.00 87.00 124.00 58.00 68.00 930.00 440.00 680.00 380.00 25.00 25.00. 25.00 10.00 10.00 23.00 8.00 20.00 25.00 32.00 34.00 43.00 40.00 25.00 Page 3 i•1.5 .T.' 4...•ry fit•, `'1:f, Celwave Celwave Celwave Celwave Celwave - Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Celwave Comsat RSI Comsat RSI Comsat RSI Comsat RSI Comsat RSI Comsat RSI CSS DAPA DAPA DAPA DAPA DAPA DAPA DAPA DAPA' DAPA DAPA DAPA DAPA DAPA DAPA DAPA DAPA DAPA DAPA DAPA DAPA DAPA DAPA DAPA Decibel Products Decibel Products Decibel Products Decibel Products Decibel Products Decibel Products PD10188 PD10201 PD10222H4' PD10236 PD1108 „ _ - PD1109 PD1110 PD1124 PD1132 PD1132RA PD1136 PD1251 PD1610-3 PD400-8 PCS D 085-17-2 PCS D 085-17-2V PCS D 090-20-2 PCS D 090-20-2V PCS SD 085-16-2 PCS SD 090-20-2 SA-13 2900-004 2900-005 2900-006 2942-006 2960-001 2960-004 2960-005 2960-006 2960-008 2962-006 2980-001 2980-005 2980-006 2980-011 2980-012 2981-006 3961-005 ALP4014 N ALP8009 N 10T ALP8009 N20T ALP8010 N ALP9211 N DAPA 2980-002 ASPD-952 ASPD963 ASPD-973 ASPD975 ASPD975-3 ASPD975-3T DATA 2.00 10.00 0.13 4.04 0.85 1.28 1.70 2.63 5.50 5.50 3.70 0.36 0.88 3.57 3.57 4.18 4.18 0.00 0.00 4.67 6.11 4.58: 3.26 2.38 2.44 6.11 4.58 3.26 2.44 3.26 3.26 6.11 4.35 3.26 3.26 4.35 4.58 4.00 2.70 2.70 2.10 3.90 3.26 1.20 2.55 1,60 3.50 3.50 3.50 OFFICIAL R!.CO:tuS 800' . '.G: 4004 0329 SEMINOLE CO..FL 25.00 28.00 1.60 10.00 0.17 17.00 20.00 11.00 60.00 60.00 38.00 4.00 17.00 11.80 11.80 15.40 15.40 11.80 14.00 39.00 24.50 21.20 19.00 13.00 17.00 24.50 21.20 19.00 23.40 19.00 26.50 33.10 30.20 26.50 35.30 30.20 21.20 20.00 16.20 16.20 16.00 26.70 35.30 17.00 50.00 27.00 45.00 45.00 45.00 Page 4 OFFICIAL R:'COR05 DATA 4004 0330 SEMINOLE CO.. FL ModelhriaMaipdfablu tia wft2) 5 Decibel Products ASPD975-5T 3.50 45.00 Decibel Products ASPD977 1.75 35.00 Decibel Products ASPD977-3 1.1.5 35.00 Decibel Products ASPD9774 1.75 35.00 Decibel Products ASPD977-5 1.75 35.00 Decibel Products ASPD977-6 1.75 35.00 Decibel Products ASPD978 1.75 1.75 35.00 35.00 Decibel Products ASPD9784 0.20 3.00 Decibel Products ASPF-955 0.25 5.00 Decibel Products D8499C 2.34 35.00 Decibel Products DB560 1.66 20.00 Decibel Products DB560 2.87 43.00 Decibel Products DB561 2.87 43.00 Decibel Products DB561 2.87 43.00.- Decibel Products DB561 2.87 43.00 Decibel Products DB561K 2.87 43.00 Decibel Products DB561K-CT 3.41 47.00 Decibel Products DB562 DB562K-CT 3.41 47.00' Decibel Products 3.52 50.00 Decibel Products DB563 3.52 50.00 Decibel Products DB563Z 4.10 53.00 ctsDecibel. Products DB564..- DB564K-CR 4.10 53.00 Decibel Products DB564K-CR 4.10 53.00 Decibel Products DB564K-CT 4.10 53.00 Decibel Products DB564K-CT 4.10 53.00 Decibel Products DB567 R90 3.90 21.00 Decibel Products DB567 R90 7.00 80.00 Decibel Products DB567KR90 7.00 66.00 Decibel Products Decibel Products DB567KR90-CR 7.00 80.00 Decibel Products D135671<R90-CT 7.00 80.00 Decibel Products DB580 0.13 0.13 3.80 3.80 Decibel Products DB583 0.33 8.25 Decibel Products DB586 0.33 8.25 Decibel Products DB586T6 0.33 15.00 Decibel Products DB589 DB589-XCT 11-50 Decibel Products Decibel Products DB589-XCT3 0.64 0.64 11.50 Decibel Products DB803 0.33 6.00 6.00 Decibel Products DB803M-XC 0.33 0.98 21.00 Decibel Products DB806 0.64 8.00 Decibel Products D8806M 0.98 21.00 Decibel Products DB806T6 1.90 30.00 Decibel Products DB809 1.90 30-00 Decibel Products DB809K 1.90 30.00 Decibel Products D0809K-XG 1.19 25.00 Decibel Products DB809M DB809M-XC 1.19 25.00 Decibel Products Decibel Products DB809SR-X 1.90 30.00 Decibel Products DB809SR-XC 1.90 30.00 Page 5 OFFICIAL RECORDS Pnr'< FAGE 4004 0331 DATA SEMINOLE CO.,FL nUtll D e; WindArea' Ilis B809T3 1. 90 30.00 Decibel Products DB809T3-XC 1.90 30.00. Decibel Products DB809T6 1.90 30.00 :. Decibel Products DB809T6-XC 1.90 30.00 Decibel Products 2.34 35.00 Decibel Products DB810 2.34 35.00 Decibel Products DB810K DB810Kf3-XC 2.34 35.00 Decibel Products DB810KU3-XC 2.34 35.00.. - Decibel Products DB81OK-XC 2.34 35.00 Decibel Products pB810K-XC 2.34 35.00 Decibel Products DB810M 2.34 35.00 Decibel Products 06810M 2.34 35.00 Decibel Products DB810M-XC 2.34 35.00 Decibel Products 320 66.00 Decibel Products DB812 3.50 72.00 -- Decibel Products 06812E p 8812 3.50 72.00 Decibel Products 2.00 15.00 Decibel Products B812 2.00 20.00 Decibel Products pB833R-F 2.35 19.00 Decibel Products DB834 2.35 19.00 Decibel Products DB834R-F 1.00 5.00 Decibel Products pB842H80 1.00 5.00 Decibel Products pgg44H80 DB844H8OT6-XY 1.00 5..0.0 DecibelProducts D8844H90 2.00 10.00 Decibel Products DB844H90VT-SX12.00 2.00 10.00 Decibel Products DB844H90VT-X 2.00 Decibel Products DB844H90-X 2.00 12.00 Decibel Products DB848H90-XY 4.00 20.00 Decibel Products DB854H90 4.00 17.50 Decibel Products D6854HV90D-SX 13.74 43.00 Decibel Products DB854HVH90D-SX 13.74 43.00 Decibel Products DB855DDH90 5.00 28.00 Decibel Products pB855DDH90(E) 5.00 28.00 Decibel Products DB858 H90 13.74 41.00 Decibel Products pB8580DH90SX 13.74 41.00 Decibel Products D5858HV65-SX 8.00 43.00 Decibel Products DB864 H90 1.p4 5.00 Decibel Products 08871 H105 1.04 5.00 Decibel Products DB871 H 120 1.04 5.00 Decibel Products DB871 H12 1.04 5.00 Decibel Products DB872 H1 05 2.06 7.00 Decibel Products DB872 H105 2 2.06 7.00 Decibel Products DB872 H 83 2.06 7.00 Decibel Products DB872H X 2.06 7.00 Decibel Products B87 2H120 2.06 7.00 Decibel Products DB87H105 4.10 14.00 Decibel Products DB8741i105 4.10 14.00 Decibel Products DB874H105-X 4.10 14.00 Decibel Products 0B874H105-XC 4.10 14.00 Decibel Products oB874H120 4.10 14.00 Decibel Products t': ge 6 AnterinaManufacturen: ;' ;? =Modal::.;:; Decibel Products DB874H120 Decibel Products DB874H83. Decibel Products D5874H83-SX Decibel Products DB878H105 Decibel Products DB878H105-X Decibel Products DB878H105-XC Decibel Products DB878H120 Decibel Products DB878H120-X Decibel Products DB878H120-XC Decibel Products DB878H83 Decibel Products DB878H83 Decibel Products DB878H83-SX Decibel Products DB878H83-X Decibel Products DB881H60 Decibel Products DB882H60 Decibel Products DB884H45 Decibel Products DB884H45 Decibel Products DB884H45 Decibel Products DB884H45-X Decibel Products DB8841-160 Decibel Products .. DB930DD65E-M Decibel Products DB932DD65T2E-M Decibel Products DB932DD9OT2E-M Decibel Products DB978H12OE-M Decibel Products DB983H65E-M EMS FC90-11-00NA EMS FR90-16-OODP EMS FR90-16-02DP EMS FS70-12-OONA EMS FS70-12-10_A2 EMS FS90-09-00 EMS FS90-09-05_A2 EMS FS90-11-00 EMS FS90-12-00 A2 EMS FV105-10-00 EMS TV 105-10-05 EMS FV105710-10 EMS FV105-12-00 EMS FV60-15-OONA EMS FV6543-00_A2 EMS FV70-14-00_A2 EMS FV90-09-10NA EMS FV90-11-00 EMS FV90-11-05_A2 EMS FV90-11-10_A2 EMS FV90-12-00 EMS FV90-12-OO A2 EMS FV90-12-05_A2 EMS FV90-12-10 EMS FV90-12-10_A2 DATA 4.10 4.10 4.10 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 1.04 2.06 3.90 4.10 4.10. - 4AO 4.10 2.70 3.10 4.50 2.00 3.30 4.00 3.10 3.10 8.00 8.00 5.00 5.00 8.00 8.00 2.70 2.70 2.70 8.00 8.00 4.00 4.00 2.70 4.00 4.00 4.00 6.00 6.00 6.00 6.00 6.00 OFFICIAL RECORDS6EPf!. 4004 0332 SEMINOLE COJL 14.00 14.00 14.00 20.00 . 20.00 - - - - - 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 5.00 7.00 - - -- 21.00 14.00 14.00 14.00 14.00 15.00 17.00 . 18.00 7.16 12.00 21.00 18.00 18.00 36.00 36.00 27.00 27.00 36.00 36.00 15.00 15.00 15.00 34.00 27.50 21.00 21.00 15.00 21.00 21.00 21.00 30.00 30.00 30.00 30.00 30.00 Pace 7 IS Antenna EMS EMS EMS EMS EMS EMS Gabriel Gabriel Gabriel Gabriel Gabriel Hazeltine Hazeltine Kathrein Kathrein Kathrein Kathrein Kathrein Kathrein Kathrein Kathrein Kathrein Kathrein Kathrein Kathrein Kathrein Kathrein Mark Mark Mark Mark Mark Mark Mark Mark Mark Mark Mark Mark Mark Mark Mark Mark Mark Mark Mark Mark Mark Mark Mark FV90-13-00 FV90-13-00 A2 RR90-14-00 RR90-17-02 RS80-10-00 A2 RV105-11-00 A2 DDP10P-59BSE DDP8P-59BSE GHA10-21 SRD10-59ASE SRD8-59ASE 820-080-11-9 840 820-080-11-9 870 740198 63-30-6-1 740198 RFM3 740198R2 740198RF 740198RFL2 740198RFM2 KT-740198 KT-740198R2 KT-740198R2 KT-740198RFL2 KT-740198RFL2 KT-740198RFL518 KT-740198RFL518 HP-100A72 RF HP-60A120L HP-60A72 L HP-6OA72 RF MHP-21 A96 MHP-6OA72 R P-21 Al2OG P-21 A120GF P-21A120N P-21A144G P-21A48 P-21A48N P-21 A72G P-21 A72GF P-21A72N P-21A9GG P-21A96GF P-21A96N P-21 B72GF P-22A72G P-24A48GN-2 P-24A72GN-U P-24A96GN DATA 4004 0333 SEMINOLE CO.,FL 6.00 30.00 8.00 34.00 . 1.70 9:00 3.10 18.00 8.00 36.00 4.00 21.00 78.54 370.00 50.27 280.00 78.54 310.00 78.54 535.00 5027 395.00 6.30 28.00 6.30 28.00 1.37 16.00 5.38 22.00 2.00 39.00 2.73 23.50 18.00 1.80 1.36 15.00 39.00 2.00 1.37 16.00 2.73 23.50 2.73 23.50 2.73 23.50 2.73 23.50 1.73 18.00 1.73 18.00 113.04 336.00 314.00 860.00 113.04 336.00 113.04 336.00 200.96 491.00 113.04 336.00 314.00 286.00 314.00 286.00 314.00 575.00 452.16 465.00 50.24 127.00 50.24 127.00 113.04 128.00 113.04 128.00 113.04 202.00 200.96 216.00 200.96 216.00 200.96 293.00 113.04 128.00 113.04 128.00 50.24 86.00 113.04 128.00 200.96 216.00 P39c 8 RECORDSpOFFICIALPGE 4004 0334. DATA SEMINOLE CO.,FL Manufacturer pyW-1 50.24 127.00 Mark P 57848N 2 50.24 127.00 Mark P-57A48N P-57A48N-2 50.24 127.00 Mark P-57,A72N-2 I 13.04 202.00 Mark p-57A96-2 200.96 293.00 Mark PA-211348N 50.24 127.00 Mark PA-211372G 113.04 171.00 Mark Northern Telecom CELL PLUS 17.24 176.00 Northern Telecom SMART 1724 176.00 Northern Telecom SMART SMART 2.5 1724 176.00 Northern Telecom A-57A24N-U 78.54 20.00 RSI HP-105A120 78.54 866.00 RSI HP-105A72 2827 336.00 RSI HP-60120W 78.54 866.00 RSI Hp-60A72 28.27 336.00 RSI mHP-21A72 28.27 336.00 RSI MHP-21A96 50.27 491-00 RSI MHP-21B96 50.27 491.00 RSI MHP-6072W 28.27 336.00 RSI MHP-6096W 50.27 491.00 RSI MHP-60A96. 50.27 491.0.0 RSI P-105A48 , 12.57 109-00 RSI P-21A120G 27.43 286.00 RSI P-21A144G 46.87 465.00 RSI P21A72G 11.22 171.00 RSI P-21A96G 19.00 216.00 RSI P-24A48G 6.32 86.00 RSI P-24A72G 11.22 171.00 RSI P-24A72GF-2 11.22 171.00 RSI P-24A96G 19.00 216-00 RSI P-57A72N 28.27 120-00 RSI P-57A96N 50.27 240.00 RSI P-571348N 12.57 109.00 RSI P-57C24N 3.14 120-00 RSI F-60A72 28.27 RSIRSI P-60A96 50.27 240.00 RSI PA-21 B72G 11.22 1.280 RSI PA-21B72GP 11.22 128.00 RSI 740198 1.37 16.00 Scala 740217 3.90 13,40 Scala AP11-8501105 3.50 13.60 Scala AP13-850/065 3,50 19.00 Scala AP16-850/047 7.50 26.00 Scala KT740198R2 2.73 23.50 Scala KT740198R5/8 1.73 18.00 Scala KT740218R2 2.73 23.50 Scala KT740218R5/8 1.73 18.00 Scala OGC 9825RFL5/8 1.73 18.00 Scala OGC6-825-2D 1.94 16.00 Scala Page 9 DATA OFFICIAL RECORDS GE 4004 0335 SEMINOLE CO.,FL ocluld OGC9-825RFL5/8' 1•Uf lv.v" Scala OGC9-825N 1.37 16.00 Scala OGC9$25N RFL2 p.60 23.00 Scala OGC9-825N RFM3 0.60 23.00 Scala OGC9-825NR5/8 1.73 18.00 Scala OGC9-825RFL-2 1.37 16.00 Scala PR-850 4.40 38.00 Scala PRBB 50 4.40 38.00 Scala SLR-410C-4R160 2.80 27.00 Sinclair SLRAJOC-4R60 2• 58 27.00 Sinclair SLR-410C R90 2.57 27.00 Sinclair SRL4i0 C9 R105 5.50 35.00 Sinclair SRL410 C9 R160 5.94 35.00 Sinclair 900900NA 1.33 10.00 Swedcom 90120ONA 2.30 20.00 Swedcom 90120ONAS 2.30 20.00 Swedcom 901205NAS 2,30 20.00 Swedcom 90121ONAS 2.30 20.00 Swedcom ALP110 08 1.60 15.00 Swedcom ALP 11011 3.70 24.50 Swedcom ALPO.WN. 4.00 : 20.00. Swedcom ALP4016N 8.10 33.30 Swedcom ALP6011 N 2.30 18.00 Swedcom ALP6014N 5.40 28.90 Swedcom ALP6016N 9.50 55.10 Swedcom ALPSOtON 2.10 16.00 Swedcom ALP8013N 4_50 27.30 Swedcom ALP9209N 70 1.90 15 30Swedcom ALP9212N 3•90 26.70 Swedcom ALP9214N 10 8.30 53. 30 Swedcom ALP-E 9011 2•gp 20.00 Swedcom CTY10510 N 5.30 16.00 Swedcom CTY9006-N 5.10 2.00 Swedcom CTY9010 5.30 16.00 Swedcom Page 10 This Oec j-sni Prer-ed By a.-Ic `_turn to: A. Du3:is Bergstrom Welts. Morrison. Davis & Bergstrom. P.A. N P.O. Box 3628. Orlando, Florida 32802-3628 rn N r m MODIFICATION OF OPTION AND LEASE AGREEMENT o M- THIS kdIDIFICATION AGREEMENT made this ist day of October c~ y 1990, between W. A. HOFFMAN, ' TRUSTEE (dptionor-Lessor), p m hereinafter designated Lessor, and BELLSOUTH MOBILITY INC' Optionee-Tenant), hereinafter designated Tenant: WHEREAS, Lessor and Tenant entered into a certain Option and Lease Agreement dated May 10, 1990, relating to the following described property: nir .. The West 85.00 feet of the North 95.00 feet of the East oo 150.00 feet of Lot 30, Florida Land and Colonization Moz Company's Celery Planr.ation according to the plat v 4MW' thereof recorded in Plat Book,1, page 129, Public Q7 ocim• Records of Seminole County, Florida. N :c and r-Cma WHEREAS, Lessor and Tenant desire to modify the terms of Paragraphs 3 and 5 of the Lease Agreement. NOW, THEREFORE, in consideration of the sum of Ten Dollars paid. by Tenant. to Lessor and other .valuable consideration, receipt of : which is hereby acknowleded, Lessor and Tenant agree o r . that Paragraphs 3 and 5 are'hereby modified to read as'follows: c o rnrn 3. This Agreement shall be for an initial term of w a five (5) years beginning on the date the option is c R' exercised by TENANT at an annual rental of s• < x M_ o be paid in equal monthly installments on the first day of the CO -n month, in advance, to W. A. HOFFMAN, Trustee., or to N rn such other person, firm or place as the 'LESSOR may, from time to time, designate in writing at least thirty 30) days in advance of any rental payment date. n L 5. The annual rental for the first (1st) five (5) jyear extension term shall be increased to the second 2nd) five . (5.). year extension term shall be increased : to the u',LLu %.Lain L1v= t:q year 'extension cl term shall be increased to rourtn t%wil Live 5) year extension term Shall ae increased to 1 - 0 I , ;.-. . • LLamt„ r '<1•5:. BOOK, 2244 0 7A SV.INO!--'- CC. FL. i IN WITNESS WHEREOF, the pa.tjgg Ai' r, ave executed this Agreement as of the day and year first abaft -:written. Signed, Sealed and Delivered yLESSEE. in the Presence of: BELLSOUTH MOB! TY Ilfc By WITNS IS a WITNESS LESSOR: VnT11 E3Y o m stee, k WITNESS Wa Hoffman, Jr., rustee STATE OF COUNTY OF The foregoing instrument was acknowledged bef oieme 'this T - dayof 'by IR of BELIaOUTH MOBILITY4INC, -a Georgia corporation, on be (7f r n theCorporation. iz :r) I My commission Expi Woh*.Fdw ViV i,,, vA,25otary Public' STATE OF 0I COUNTY OF, eh' thisThe forenyg Cpstrument was acknowledged before me this day of 1 1990, by W. A. HOFFMAN, TRUSTEE* , WALTER A. HOFFMAN, JR., TRUSTEE. A.- My Commission Expires: Notary 1c"ATC-0. A m7021Z.0; I :%U .0. 6 sM. Drmtu KU4 -Omoc kTz(v 2 - C: RI%;VF CIRCUIT COUVRECORDED & Y RIFIE sINOEMLECOUNTY. FL. © j 082* 028 1990SEP24 nx Sa w OPTION AND LEASE AGREEMENT 3is Agreement, made this loth day of MAY , 1990 between _W.A. ROFFMAN. 7RUS`= , (Optionor-Lessor) hereinafter designated LESSOR and BELLSOUTH MOBILITY INC, Optionee- Tenant), hereinafter called TENANT. RECITALS: LESSOR - is the owner of certain real property located in TheCityoPSanfordin' Seminole Count of Florida , and TENANT desires to obta n an • State Option to leaseaportionofsaidrealproperty (herei after called Property), with a right of way for access thereto, containing approximately8,100 square feet more specifically described in andassubstantiallyshownoutlinedinredonExhibit "A" N o attachedheretoandmadeaparthereof. i N o t+ NOWTHEREFORE, in consideration of a sum of Dollars hereina= cCa .aferred to as Option Money, to ma Palo by TENANT L o the LESSOR, which TENANT will provide upon itis execution of th# o ail Agreement, the LESSOR hereby grants to TENANT the right and — option to lease said Property including a right of way for ^ access thereto for the term and in accordance with the covenants andconditionssetforthherein. The option may be exercised at any time on or prior toSeptember20, 1990 At TENANT's election, and%upon TENANT's•prior written notificationtoLESSOR, the time during which the option may be exercisedmaybefurther*extended-for one additional period" ofsixmonths, through and including March 19, 1991 , 1991 with an additional payment of Dollars ( $_ ) by TENANT to LESSO&% L-- tlae option period so extended. me time during which the option may be exercised may befurtherextendedbymutualagreementinwriting. If during saidoptionperiod, or during the term of the'Lease, if the option is exercised, the LESSOR decides to subdivide, sell or change the status of the Property or his property contiguous thereto, he shall immediately notify TENANT in writing so that TENANT can take steps necessary to protect TEINANT's interest in the Property. LESSOR covenants that LESSOR is seized of good and sufficient title and interest to the Property and has full authority to enter into and execute this Agreement. LESSOR further covenants that there are no other liens, judgments or impediments of title on the Property• In This Option may not be sold; assigned, or transferred, INITIAL at 'any time except to TENANT's principal, affiliates or. subsidiaries of its principal. As to other parties, this Option may not be sold, assigned or transferred without the written consent of the LESSOR, such consent not to be'unreasonably withheld. Should TENANT fail to exercise this Option or any extension thereof within the time herein limited, all rights and privileges granted hereunder shall be deemed completely surrendered, this option terminated, and LESSOR shall retain all money paid for the Option, and no additional money shall be payable by either party to the other. Thib Document Prepared by: Gretel H. Hoffman BellSouth ! Mobility Inc O/ L Fixed 7077 Bonneval Road — Suite .110 11/ 89 Jacksonville. Florida 32216 The LESSOR shall permit TENANT during the Option Period, free ingress and egress to the Property to conduct such surveys, structural strength analysis, subsurface boring tests, radio frequency propaga. iri•tests, and other activities of similar nature,'. as TWAN :may. -deem necessary, ' at the sole cost of TENANT. Notice of the exercise of the Option shall be given by TENANT to the LESSOR in writing by certified mail, return receipt requested. Notice shall be deemed effective on the date It is posted. On the date of such notice the following Agreement.shall take effect: N LEASE AGREEMENT 1. LESSOR hereby leases to TENANT that certain parcel1 CAIofProperty, containing approximately 8,100 square feet, I - situated in Seminole County, State of Florida , together owiththenonexclusiverightforingressandegress, seven (7) e days a week, twenty-four (24) hours a day, on foot or motor C" a vehicle, including trucks, and for the installation and w m maintenance of utility wires, cables, conduits and pipes over, under or along a eighty-five foot (-851 ) wide right of way extending from the nearest public right of way Narcissus Avenue -------------------------- to the demised premises, said Property and right of way for access being substantially as described herein in Exhibit "A" and as shown enclosed within red lines on Exhibit "A" attached hereto and made a part hereof. LESSOR shall cooperate with TENANT in its effort to obtain utility services.along said right of. -way by_signing such - documents or easements as.may be'required by said utility companies.. In the event -any public utility is unable to use the aforementioned right of way, the LESSOR.hereby agiies'to grant an additional right of way either to the'TENANT or to the public utility at no cost to the TENANT. 2. LESSOR also hereby grants to TENANT the right to survey said Property, and the legal description on said survey shall then become Exhibit I'D", which shall be attached hereto and made a part hereof, and shall control in -the event of discrepancies between it and Exhibit "A". Cost for such work shall be borne by the TENANT. 3. This Agreement shall be for an initial term of five 5) years beginning on the date r:,P , t-i„n is exercised by TENANT at an annual rental of — ----------- -- to be paid in equal monthly installments on the first day of the month, in advance, to W.A. HOFFl94N, Trustee or -to such other person, firm or place as the LESSOR may, from time to time, designate in writing at least thirty (30) days in advance.of any rental payment date. 4. TENANT'shall have the option..to extend this Lease for four (4) additional five•(5).year terms by giving the LESSOR written notice of its intention to do so at least six (6) months prior to the end of the then current term. 5. The annual rental for the f rct r i ar fi ..e S \ •rear extension term shall be increased to_ the second (7nA) fivP (5) vear extenso term shall*ae increased to `Dollars the th;ra (3rd) five (5) year extension term shall be increased to - Alars i -) ; and the fourtn ) mcn, aivu i 51 year term shall be increased to: — Dollars INITIAL 6. If at the end of the fourth (4th;) five (5) year extension term this Agreement has not been terminated by either party by giving to the. other written notice of an intention to terminate it at:least six (6) months prior to the end of such term, thisF'XSreement shall continue in force upon the same covenants, terms and conditions'for a further:term of one (1) year, and for.annual terms thereafter until terminated by either party by giving to the other written notice of its intention to so terminate at least six (6) months prior to the end of such term. Monthly rental for this period shall be equal to the rent paid for the last month of the fourth (4th) five (5) year extension. 7. TENANT shall use the Property for the purpose of constructing, maintaining and operating a Communications Facility and uses incidental thereto, consisting of a building or buildings as necessary now or in the f%4ture to shelter telecommunications equipment and related office space, a free standing monopole or three -sided antenna structure of sufficient height now or in the future to meet TENANT's telecommunication needs and all necessary connecting appurtenances. A security fence consisting of chain link construction or similar but mcomparableconstructionmayattheoptionofTENANTbeplaceds around the perimeter of the Property (not including the access o easement). All improvements shall be at TENANT's expense. rn TENANT will maintain the Property in a reasonable condition. Ig is understood and agreed that TENANT's ability to use the ., Property is contingent upon its obtaining after the execution r date of this'Agreement, all of the certificates, permits and other approvals that may be required by any federal, state or local authorities. LESSOR shall cooperate with TENANT in its effort to obtain such approvals and shall take no action which would adversely.affect*the status of the Property with respect to the proposed use .thereof by.TENANT. LESSOR agrees .to sign such -papers -as required .to file applications with the-' appropriate zoning authority andior commission for the proper zoning of the Property as required for the use intended by the TENANT. TENANT will perform all other acts and bear expenses associated with the rezoning procedure. LESSOR agrees not to register any written or verbal opposition to'the rezoning procedures. In the event that any of such applications should be finally rejected or any certificate, permit, license or approval issued to TENANT is canceled, expires, lapses, or is otherwise withdrawn or terminated by governmental authority or soil boring tests or radio frequency propagation tests are foundtobeunsatisfactorysothatTENANTinitssolediscretionwill be unable to use the Property for its intended purposes, TENANT shall have the right to terminate this Agreement. Notice of the TENANT's exercise of its right to terminate shall be given to LESSOR in writing by certified mail, return receipt requested, and shall be effective upon receipt of such Notice by the LESSOR aspevidenced by the return receipt. All rentals paid to said termination date shall be retained by the LESSOR. Upon such termination, this Agreement shall become null.and void and all the parties shall have no'further'obligations,_including the payment of money,.to each other. 8. TENANT shall indemnify and hold LESSOR harmless against any claim of liability or.loss from personal injury or property damage resulting from or arising out of the use and occupancy of the Property by the TENANT, its servants or agents, excepting, however such claims or damages as may be due to or caused by the acts of the LESSOR, or its servants or agents. 9. LESSOR agrees that TENANT may self -insure against any loss or damage which could be covered by;a comprehensive general public liability insurance policy. miTIA1 I" 10. TENANT will be•responsible for m king any necessary returns for and paying any and all p operty taxesseparatelyleviedorassessedagainstitsimprovementsonthe Property— _TENANT shall reimburse LESSOR as•additional rent.foranyincrease. in. real estate taxes levied against the •.leasedPropertywhicharedirectlyattributabletotheimprovementsconstructedbyTENANTandarenotseparatelyleviedorassessed against TENANT's improvements by the taxing authorities. 11. TENANT upon termination of this:Agreement, shall, within a reasonable period, remove its personal property and fixtures and restore the Property to its original above grade condition, reasonable wear and tear excepted.; At LESSOR's option when this Agreement is terminated and upon LESSOR's advance written notice to TENANT, TENANT will leave the foundation and security fence to become property of LESSOR. If such time for removal causes TENANT to remain on the Property after termination of this Agreement, TENANT shall pay rent at the then existing monthly rate or on the existing monthly pro-rata basis if based upon a longer payment term, until such time as the removal of personal property and fixtures are completed. 12. Should the LESSOR, at any time during the term of this Agreement, decide to sell all or any part of the Property the Property to include only the parcel leased hereunder) to a purchaser other than TENANT, such sale shall be under and subject to this Lease Agreement and TENANT's rights hereunder,. and'any sale by the LESSOR of the portion of this Propertyunderlyingtherightofwayhereingrantedshallbeunder andsubjecttotherightoftheTENANTinandtosuchrightofway. LESSOR agrees.not.to sell, lease .or..use any other areas. of the entire parcel upon.which Property is`situated for placement of other communications facilities. if, in TENANT's sole judgment, such installation would interfere with the facilities-in.use by TENANT. 13. LESSOR covenants that TENANT, on paying the rent and performing the covenants shall peaceably and quietly have, hold and enjoy the Leased Property. 14. LESSOR covenants that LESSOR is seized of good and sufficient title and interest to the Property and has full authority to enter into and execute this Agreement. LESSOR spy; further covenants that there are no other liens, judgments or impediments of title on the Propertyp with the,exception of a firstmc>rtgage to the Kislak Corporation in the approximate ammmt of $30,000.00. 15. It is agreed and understood that -this Agreement INITIAL contains all agreements, promises and understandings between the LESSOR and TENANT and that no verbal or oral agreements, promises or understandings shall be binding upon either theLESSORorTENANTinanydispute, controversy or proceeding at law, and any addition, variation or modification to this Agreement shall be void'and ineffective unless made in,writing signed by the parties. 16. This Lease Agreement and the performance thereof shall be governed, interpreted., construed and regulated by the laws of the State of Florida 17. This Lease may not be sold, subleased, assigned or transferred at any time except to TENANT's principal, affiliates or subsidiaries of its principal or to any company upon which TENANT is merged or consolidated. TENANT also reserves the right to provide tower space for public service communications such as police and fire departments, ambulances, etc. As to other parties, this Lease may not be sold, subleased, assigned or transferred without the written consent of the LESSOR, such consent not to be unreasonably withheld. Ilv li:. 18. All notices hereunder must be in writing and shall be deemed validly ud, given addressedsent as. followsi(or-anyiotherturn addressreceipt rpq_t estee that thepartytobenotifiedmayhavedesignated'to.the sendr. by like notice): TENANT: BellSouth Mobility Inc 7077 Sonneval Road, Suite 110 Jacksonville, Florida 32216 N Attn: Real Estate Manager N N m NLESSOR: W. A. HOFFMA J TRUSTEE - w P.O. Banc 3064 (127 Laurel; Oak Drive) Uxwwood. FL 32779 407) 862- 6172 o c rn r _ 19. This Agreement shall;extend to and bind the heirs, a-i personal representatives, successors and assigns of the parties hereto. 0 7" =: 20. At LESSOR's option, this Agreement shall be subordinate to any mortgage by LESSOR which -from time to time may encumberallorpartofthePropertyor'right of way; provided, however, every such mortgage shall recognize the validity of the Agreement in the event of a.foreclosure of LESSOR'sinterestandalsoTENANT's right to remain in occupancy of andhaveaccesstothePropertyaslongasTenantisnotindefaultof this Agreement. TENANT shall execute whatever instruments as may reasonably.be required to evidence this. subordination clause. In the event the leased Property is encumbered by a.mortgage,. the LESSOR, no later than ten (10) days after this Lease is exercised, shall have obtained and furnished to TENANT a non -disturbance instrument in recordable form for each such mortgage. At TENANT's option, should LESSOR fail to provide such instrument within the specified time period, TENANT may withhold and accrue the monthly rental until such ime as the nonr-ddisturba nce agreement(s) is received. in the ev€at t ktis wg rnt as :e v to d aNon -disturbance and at op ion o n 1 21. Itewoeoft ae lease premises or such portion thereof as will make the premises unusable for the purposes hereinleased, are condemned by any legally constituted INITIAL authority for any public use or purpose, then in either of said events the term hereby granted shall cease,•from the time when possession thereof is taken by public authorities, and rental shall be accounted for as between LESSOR and TENANT as of that date. Any lesser condemnation shall in no way affect the respective rightsandobligationsofLESSORandTENANThereunder. Nothing in this provision shall be construed to limit oraffectTENANT's right to an award of compensation of any eminentdomainproceedingforthetakingofTENANT's leasehold-interest. hereunder. 0 7 N oul f IN WITNESS WHEREOF, the parties hereto have set their hands a cap and affixed their respective seals the day and year first above :n written.. o 0 rn y: signed', sealed and delivered in'the presence of: _ LES / ti W N .A. Trustee WITNESS NOTARY VMIC STATE Of FLORIOA 1 NY EOIMISSION EXP- JAN•=I 19f' ' fi_. ^ -1 DOIIDED TNRU GENERAL INS. wq,, E S4 .. ITNESSJ TN SS S NOT Y PU Signed, sealed and delivered in the presence of: TENANT: gQ=H ITY INC A re WI S; BY: TITLE WITNESS CORPORATE SFj oa ' • . NOTARY PUS IC ^SGi y r. N N p STATE OF FLORIDA ^ i w COUNTY.OF SEMINOLE m '-- The foregoing instrument was acknowledged before me this o loth Day of May , 1990, by W.A. HOFFMAN, Trustee, rlr N; j ,t D° •% r a • J I Cr ° J c My ... Ste.°. I i.. a i. 4F., .fir .tr: o' Lf. , • ' .r' :•. _ c` STATE OF GEORGIA COUNTY OF FULTON I, c5'thy .11. Clayton, a Notary Public in and for the State and County aforesaid, hereby certify that Robert L. Tonsfeldt, personally known to me to be the President of BellSouth Mobility Inc appeared before me thin, day in person in the State of Georgia, County of Fulton and acknowledged the execution and delivery of the foregoing instrument to be the free act and deed of BellSouth Mobility and his free act and deed as such officer thereof. My Commission expires WITNESS MY HAND and notarial seal this day bGtary; Ptibl c 4 o r `r = J9L1:F IL qWM Hrn N x w cm_ 7s--. X trows amft Ow o r.COnnt iwfonEsoMe sM+!?3.1494 a c Ser :iyr •.:s.^-.;.c%,_, ld.-ay3*1i 6 i8'i:C'.. ..e`Ai[•.. :3:J.a•::u:'%: r _. PLAI 91 »KVEY DONALD for YOST P—' \ 1 1 (v (T A / Legal Description The East 150 feet of the North 12S .feet of Lo"1 10, FLOPIF!n LAND AND COLnNI?ATION COMPANY'S CELERY PLANTATION. accnrding to the plat thereof as recorded in Plat Book 1. Page 129, of the Public Records of Seminole County, Florida. NAIIclssul , • AVE o q a S 96• s4 $3 I W 31 30 T9 re i 37 as Y! 40 41 14?63 44 46 C aW it WITIAI_ - S.n. 46 Tt LOCATION SKETCH 1'• 1000 p w1— z U r JAs• c.M' N t' l H N N.f!' w'"i C.B.S. RCS. i tv rn tA V O ii rI + a 0 3 M sta sat 1"- 30• e.. SURVEY NOTES: 1) The street address of the above described oroperty is 3051 •larcis-sus Avenue. 2) The above described property is .not in a Mood Nazard Area. SURVEYOR'S CERTIFICATE: This is to'certify that I have made a Survey of the above described property and that the plat hereon delineated is accurate and correct to the best of my knowledge and belief. I further certify that this Survey meets the. minimum requirements adopted by the Florida Society of Professional Land Surveyors and the Florida Land Title Association. NOTE: NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVFYOR'S SEAL R. BLAIR KITNER . Professional Land Surveyor No. 3382•. P.O. Box R23 - Sanford. Florida Phone: (305) 322-?OOA Proit f NO. or - ZOO SUP.VF Y nATr : 14 0Fc. 8+ ORB a SAGE EXHIBIT "B" A parcel of land lying in Section 27, Township 19 South, Range 30 East, Seminole County, Florida, being more particularlydescribedasfollows: The West 85.00 feet of the North 95.00 feet of the East 150.00 feet of Lot 30. "Florida Land and Colonization Company's Celery Plantation" according to the plat'thireof as recorded in Plat Book 1; Page 129 of the Public.- Records'of Seminole County, Florida. T ..E'l:.rcrtv'[aiY.-4SSC i . ' y.y j..iasse i LJ. +S}•: may" ''`' T-Mobile USA, Inc.Noicestream Wireless Attn: Melisa Leach 3111 W. Dr. Martin Luther King Jr. Blvd. Suite 400 Tampa FL 33607 I 1111111111 II 1111 III II II II III I III U III II 1111 111111111111 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINULE COUNTY BK 05093 PG 1998 RECORDED 11 / 10/2003 116802 AM RECORDING FEES 6.00 RECORDED BY S O'Kelley FOR OFFICIAL USE ONLY Permit No.: 3051 Narcissus Ave Sanford, FL. 32771 Key No. Carrier Site Number: E470A NOTICE OF COMMENCEMENT State of: Florida CERntIED CUPU WARY NNE Mon% OLERK OF* CIRCUIT•.IAURjIKMCOi! aOR1Q1 DEPUTY eLERIG WV 10 200, County of : Seminole THE UNDERSIGNED hearby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida State Statutes, the following information is provided in this Notice of Commencement: 2. 3. 4. Description of Property: Parcel No. Parcel ID #22-19-30-5AD-0000-0280— Sanford. FL. 34741 Legal description of the property and street address if available) General Description of Improvement: The installation of telecom panel antennas and equipment on existing telecom tower for telecom purposes. Owner Information: Name: T-Mobile USA, Inc.NoiceStream Wireless Address: 3111 W. Dr. Martin Luther Kinq, Jr. Blvd. Suite 400 Tampa Florida 33607 Interest in Property: Leasee Name of Fee Simple Titleholder (If other than owner): Crown Communications Address: Contractor: Name Engineered Environments. Inc. kt"J Address: 1620 Timocuan Way, Suite 130 . City Longwood State Florida Zip 32750 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: Bryan Fleming Address: 3111 W. Dr. Martin Luther King, Jr. Blvd. Suite 400 Tampa FL 33607 8. In addition to Himself, Owner designates Ron Grace of T-Mobile USA. Inc.NoiceStream to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. I 9. Expiration date of Notice of Commencement (the expiration date is 1 year from the date of recording unless adifferentdateisspecified.) Signature of Owners -7 The foregoing instrument was acknowledged Before me this d94- day of pe-roBEre. a.00L5 , by Rnnl 6P—Acte- who is () personally known to me or (_) produced 'as identification. r Notary Public: % 1111„ a Gloria. J. Yurcus SCommisdon#DD 023500 Qc Expires Iwo 17.2005 Q Bmded That Atlantic Bonding Co., Im C:\WINNT\Profiles\MLeach\Desktop\Permitting Documents\E,F, G NOC Sites\E470A EEI Notice of Commencement.doc VoiceSaeam Site Name: west Seaford Qowu Site Name: Sanford VokcStream Site No: E470 JDE Business Unit: $12954 Licensee Ideadixr: VoiceStream Tampa/Orhndo, Ise. STTE LICENSE ACKNOWLEDGMENT rTO BE USED FOR TffiS.SLTE ONLY] . Site License Acknowledgment ("SLA") is made and entered into as ofthis 23 day Of t-r, 200_,l by and between VoiceStr+emn Tampa/Orlando, Inc. , a Delaware corporation and an affiliate, subsidiary or partner of T-Mobile USA, Inc., Vida VoiceStteam Wireless Corporation, and Crown Castle South LLC. a Delaware limited liability company. (Crown Castle South Inc., a Delaware corporation, was converted pursuant to Delaware law to Crown Castle South LLC, a Delaware limited liability company. effative December 31. 2001 ) ("Licensor"), pursuant and subject to that certain Master License Agreement (the "Agreement") by and between CROWN ATLANTIC COMPANY LLC. a Delaware limited liabilitycompany, CROWN CASTLE PT INC., a Delaware limited liability company. CROWN CASTLE SOUTH INC., a Delaware corporation, CROWN CASTLE OT COMPANY LI.C. aDelaware; limited liability company, and CROWN COMMUNICATION INC.. a Delaware corporation (collectively "licensor') and Voicestr+eam Wireless Corporation, now known as T-Mobile USA. Lac., dated as ofJune 20, 2000 as amended on April 17, 2001. Unless otherwise clearly indicated to the contrary by the context in which they are used, all capitalized terms used herein have the same meanings ascribed to them in the Agreement. Licensors federal identification number is 74-2913900; and Licensee's federal identification' ' number is 52-2069434. I. The Site ahall consist of a portion of that certain parcel of property, located in the City of Sanford, the County of Seminole, and the State of Florida, more particularly described as a parcel oomtaining approximately eight thousand seventy five (8.075) square feet, situated as more fully described in the legal description attached hereto as Exhibit "1" (the "Site"), together with the non-exclusive right for ingress and egress, seven (7) days a week twenty-four (24) hours a day. on foot or motor vehicle, including truclxa, and for the installation and maintenance of Utility wires, poles, cables. conduits, and pipes over, under, or along an existing right of way extending fora the nearest public right of way, commonly known as Nmcissus Avenue, to the Site. said Site aid right-of-way for access being substantially as described herein in Exhibit "2". 2. Licensee's. authorized use ofthe Facilities pursuant to this SLA shall be kimited to Licensee's installation, operation curd maintenance of only the communications equipment Equipment") as set forth below, subject to the approved Site Engineering Application attachedheretoasExhibit "3" at the Site as set forth below (the "Site'). Such license is subject to the Prepared by. VHeiset Prepared am 09/Moo3 Version U25/03 VoiceSUvam Site Name: West Sanford Gown Site Nam: Sanford VoiceSt mam No: E470 ME Business Unit: 812954 Licensee ldentifur: VoiceStmamTampamdando.Inc. Special Conditions. Site Rules and Regulations, and Access and Security Procedures for Users set forth in the Agreement and is restricted exclusively to the installation, operation and maintenance of antennas and equipment consistent with the specifications identified below and in Exhibits "3" and "4".. Manufacturer and type -number - Number of anterma(s): Weight and dimension of antenna(s) (L x W x D): Transmission line manufacturer type number for each antenna: Diameter & length of transmission line: Location ofantenna(s) as described in Exhibit "3": Height of antema(s) on tower structure as described in Exhibit "3": Direction ofradiation (in degrees): AC usage: Equipment building/floor space dimensions as described in Exhibit "4": Frequencies/Maximum Power Output per antenna: CSA Wireless; PCSX065-18-2 Six (6) 13.2 lbs.; 69" x 6" x 3.5" Twelve (12) Eupen; EC7-50 1-518"; 2W Sanford/812954 150' 2 @ 0 degrees; 2 @ 120 degrees; and 2 ® 240 degrees N/A Proposed 21' x 12' lease area with T x 12' Equipment Pad Tx: 1930-1945 MHz Rx:1850-1865 MHz Output: 50 Watts 3. The Equipment shall be contained within the Facilities, located on the tower as described in Exhibit "3" and on the Site Plan (or within an existing building) as desanW inExhibit "4". 4. Notwithstanding anything to the contrary herein or in the Agreement, the initial tern "I be for a period of twelve (12) years commencing on the earlier of the first day of the month following (i) commencement ofinstallation ofthe Equipment at the Site, or (ii) thirty (30) days after Licensee socures all necessary local and other applicable government permits toconstructattheSite (the "SLA Commencement Date"). The term of this SLA will automaticallybeextendedforthroe (3) five (5) year Renewal Tetras unless licensee saves notice • of cancellation' upon Licensor at least ninety (90) days prior to the expiration- of the then current term. 5. The first (1st) Basic Annual Payment due and payable by Licensee to LicensorshallbeFourteenThousandFourHundreddollars ($14AW.00), payable in accordance with the Agreement. Any increase in the Basic Annual Payment shall be calculated in accordance with the Agreement. Prepared by. VHeisel Prepared on: 09/04n003 VoiceSueam sift Nerve: west Sanford Crown Site Name: Sanford VoiceSuam No: E470 WE Business Unit: 812954 Licensee Identif ; VoiceStmam TampaAMando, Inc. 6. Licensee acknowledges that Licmw's rights in the property leased by BellSouth Mobility Inc and/or its Affiliates derive from a certain Site Designation Supplement and Memorandum of Sublease dated February 1, 2000 between BellSouth Mobility Inc, a Georgia corporation and Crown Castle South Inc. ("the Supplement"). Accordingly, the parties further . acknowledge that BellSouth's rights in the property derive from a ,certain Option and Lease Agreement dated May 10,1990 between BellSouth Mobility Inc and W.A. Hoffman, Trustee, as previously amendment by a certain Modification of Option and Lease Agreement dated October 1,1990 between BellSouth Mobility Inc and W.A. Hoffman, Trustee (the "Prime Lease"), a copy of which is attached hereto as Exhibit "S". Licensee further acknowledges that Ucensoes rights in the Facilities and the Site we also subject to agreements and permits, the terms of which Licensee has knowledge: a. additional agreements: N/A b, title conditions: N/A C. regulatory requirements: N/A 7. Additional Provision: Licensee shall be obligated to include with each monthly payment the following site identifier. Sanford, 812954. Remainder of Page Intentionally Left Blank] Yhp M by: VHeisel Prepared aw OPM4 too3 Voi eSueam site Name: west Sadford Crowe site Name: SanrordVOiceStreamNo: E470 JDE Business Unit: 812954 Licensee Idumfier. VoiceSOmm TamWorkrjO, Im IN RRTNF.SS WHERHOF, the patties hereto have set their hands and affixed theirrespectivesealsthedayandyearfirstabovewritten. Crown Castle South LLC • . a Delaware limited liabyw company By: Print Name: eIL Y ,jo : L - Title:p—— Execution Date: VoiceStream TwWa/Orlando, Inc. aDelaware corporation d/b a TM ' By: Print Name: Title: Execution Dam: a'3 Prepared by: VHeisel Prepared on: 0%94rm i. This Doc;, -,?It prerared By enc ° eturn to: A. Duane Bergstrom Wells. Morrison. Davis & Bergstrom, PA N P.O. Box 3628. N N cOrlando. Florida 32802-i628 P. MODIFICATION OF OPTION AND LEASE AGREEMENT c G p THIS IfObIFICATION AGREEMENT made this 1st day of October, y 1990, between W. A. HOFFMAN, - TRUSTEE (Qptionor-Lessor), W 0 m hereinafter designated Lessor, and BELLSOUTH MOBILITY INC Optionee-Tenant), hereinafter designated Tenant: WHEREAS, Lessor and Tenant entered into a certain Option and Lease Agreement dated May 10, 1990, relating to the following described property: The West 85.00 feet of the North 95.00 feet of the East 150.00 feet of Lot 30, Florida Land and Colonization Company's Celery Planation according to the plat :v thereof recorded in Plat Book, 1, page 129, Public Records of Seminole•County, Florida. and WHEREAS, Lessor and Tenant desire to modify the terms of Paragraphs 3 and 5 of the Lease Agreement. NOW, THEREFORE, in consideration of the sum of Ten Dollars paid by Tenant to Lessor and other valuable consideration, receipt of which is hereby acknowleded, Lessor and Tenant agree othatParagraphs3and5•are'hereby modified to read as follows: S 3. This Agreement shall be for an initial term of w five (5) years beginning on the date thef option is exercised by TENANT at an annual renta4 of THREE THOUSAND SIX HUNDRED DOLLARS ($3,600.00) to be paid in equal monthly installments on the first day of the month, in advance, to W. A. HOFFMAN,'Trustee., or to such other person, firm or place as the LESSOR may, from time to time, designate in writing at least thirty 30) days in advance of any rental payment date. 5. The annual rental for the first (1st) five (5) year extension term shall be _increased to FQUR THOUSAND THREE HUNDRED TWENTY DOLLARS ($4,320.00); the second 2nd) five (5) year extension term shall be increased to FIVE THOUSAND ONE HUNDRED .EIGHTY-FOUR DOLLARS 5,184.00); the third (3rd) five (5) year extension term shall be increased to SIX THOUSAND TWO HUNDRED TWENTY DOLLARS ($6,220.00); and the fourth (4th) five 5) year extension term shall. -be increased to SEVEN THOUSAND FOUR HUNDRED SIXTY-FOUR DOLLARS ($7,464.00). 1 - i W N c u.r 00 mom n-zonm cc= Mr's t n N ZZ44 O10 SE?gNOL: CC. FL. IN WITNESS WHEREOF, the paces have executed this Agreement as of the day and year first a6,1b .. written. Signed, Sealed and Delivered in the Presence of: WITH S 4, 1 U& Wd4 WITNESS qa%w ON LESSEE: BELLSOUTH 2TY ItiC r+% By 1 ?.: LESSOR: 0,00 Ej1W w • .te. m stee, WITNESS Wa offman, Jr., stee STATE OF , COUNTY OF The foregoing instrument was acknnowled9qed before me'this„ ••., day of . , . 1990, by X.& C . L.••..5: , •. .„Sr " of BELLSOUTH MOBILITY *INC, •a Georgia -Corporat on, on behikof ''•..r the Corporation. s i :• 'i My Commission Expi s• IKdgMa c: 91 Oss oi otary Public' . 6 ......... STATE OF ;` n,.. • t' •'••, . COUNTY OF The fo e o nq trument was acknowledged before me this ! j day of ns, 1990, by W. A. HOFFMAN, TRUSTEE;•- S/VA. WALTER A. HOFFMAN, JR., TRUSTEE. A..._..—..• My Commission Expires: 1• POW P Q V % Notary' 14 n KOF „ r aMja W M AIau K 2 - 4dee.: i'SSE ``WRSE ORC. -5CLERCIRCUFTCOUP' RECORDED b V RIFIEO3ENk.E•,COUNT%FL. © L O 082'028 SEP214 M Sat K. OPTION AND LEASE AGREEMENT 1'iits Agreement, made this 10th day of le Y1990betweenN.A. IRIPPl01N '1Rib`PSB (Opt onor-Lessor) here Wafter des gnat LESSOR a HELLSOUTH NOBILITY INC, Optionee-Tenant), hereinafter called TENANT. 4 N o. C-4 RECITALS: m LESSOR -in the owner of certain real; sop perty located inTheMYofSanfordinSeminole NO of P da a TENANT desires toyotter n an ' State lease a port on of said real Option to property (hereinafter called 3 a: Property), with a right of way. for access thereto, containingapproximately ._8110_0 square feet more specifically described in NandassubstantiallyshownoutlinedinredonExhibit "A" N gattachedheretoandmadeaparthereof. CFON NOW THEREFORE, in consideration of a sum ofOneHundredDollars ( 100.00hereinafterreferredtoasOptonMoney, to be pa by TENANT & o : the LESSOR, which TENANT will provide upon it s execution of thiA c, Agreement, the LESSOR hereby grants to TENANT the right and — mOptiontoleasesaidPropertyincludingarightofwayforN access thereto for the term and in accordance with the covenantsandconditionssetforthherein. The option may be exercised at any time on or priorto _September 20. 1990 At TENANT's election, and upon TENANT's prior writtennotificationtoLESSOR, the time during•whichithe option may beexercisedmaybefurtherextended -for one additional periodof - six months, through and including March 19, 19911991wthanadditionalpayment . of Five tha dsied ' Dogs (= SOO.00 ) by TENANT to LESSOR for the option period soextended. The t during which the option may be exercised maybefurtherextendedbymutualagreementinwriting. If duringsaidoptionperiod, or during the term of the`Lease, if theoptionisexercised, the LESSOR decides to subdivide, sell orchangethestatusofthePropertyorhispropertycontiguousthereto, he shall immediately notify TENANT in writing so thatTENANTcantakestepsnecessarytoprotectTENANT'S interest intheProperty. LESSOR covenants that LESSOR is seized of good and sufficient title and interest to the Property and has full authority to enter into and execute this Agreement. LESSORfurthercovenantsthattherearenootherliens, judgments or ;.. Impediments of title on -the Propprtysei This Option may not be sold, assigned, or transferred, at'any time except to TENANT's principal, affiliates or I INITIAL subsidiaries of its principal. As to other portion, this Optionmaynotbesold, assigned or transferred'without the writtenconsentoftheLESSOR, such consent not to be'unreasonablywithheld. Should TENANT fail to exercise this Option or anyextensionthereofwithinthetimehereinlimited, all rights privileges granted hereunder shall be deemed completelysurrendered, this option terminated, and LESSOR shall retain money paid for the Option, and no additional money shall bepayablebyeitherpartytotheother. TbIs Doeussat Prepared bys O/L Fixed 11/69 Cretel H. Roffman SellSoath Mobillty I= 7077 Roanavai Road - Suite;110 Jacksonville, Florida 32216 and all W The LESSOR shall permit TENANT during the Option Period, free ingress and egress to the Property to conduct such surveys, structural step 1:h analysis; subsurface boring tests, radio frequency propaga . tests, and other activities of similar nature, as TEENN may deem necessary, at the sole cost of TENANT. Notice of the exercise of the Option shall be given by TENANT to the LESSOR in writing by certified mail, return receipt requested. Notice shall be deemed effective on the date it is posted. on the date of such notice the following Agreement shall take effect: LEASE AGREEMENT n 1. LESSOR hereby leases to TENANT that certain parcelz of Property, containing approximately a 100 square feet, situated in Seminole County, State of ida , together owiththenonexclusverightforingressandegress, seven (7) days a week, twenty-four (24) hours a day, on foot or motor vehicle, including trucks, and for the installation and maintenance of utility wires, cables, conduits and pipes over, under or along a eighty-five foot (—IMP ) wide right of way extending from the nearest public right of way Narcissus Avenue -- - - to the d s pram ses, saidProperty and r g t o way for access being substantially asdescribedhereininExhibit "A•' and as shown enclosed within red lines on Exhibit "A" attached hereto and made a part hereof. LESSOR shall cooperate with TENANT in its effort to obtain utility services along said right of way by signing such documents or easements as may be required by said utility companies. In the event any public utility is unable to use the aforementioned right of way, the LESSOR.hereby agrees to grant an additional right of way either to the'TENANT or to the public utility at no cost to the TENANT. 2. LESSOR also hereby grants to TENANT the right to survey said Property, and the legal description on said surveyshallthenbecomeExhibit "H". which shall be attached hereto and made a part hereof, and shall control in the event of discrepancies between it and Exhibit "A". Cost for such work shall be borne by the TENANT. 3. This Agreement shall be for an initial term of five 5) years beginning on the'date the option is exercised by TENANT at an annual rental of THREB 'THOUSAND DOLLARS -------- 3,000.00 ) to be paid in equalmonthly installments on the first day of the month, in advance, to N.A. HbFEMN, Trustee or to such other person, firm or place as t e LESSOR may, from time to time, designate in writing at least thirty (30) days in advance of any rental payment date. 4. TENANT shall have the option to extend this Lease for four (4) additional five•(5).year terms by giving the LESSOR written notice of its intention to do so at least six (6) months prior to the end of the then current term. S. The annual rental for the first ;(lot) five (5) year extension term shall be increased to THREB THOUSAND MM HUNDMID DOLLARS 3 600.00 )= the second (2nd) five year extension term aheIncreased to POM THOOSRM THIUIZ HOWERED TWMT Dollars 14; 320.00 )1 the third rfive year extens on e trmhall be to FIVE 2HO[kf M OM HUNERED EItMM POM — Dollars 5 )= and the fourth4t five Vear extension term shall beIncreased to SDC THO SAM TM HUNDIIEn TNPJM Dollars 6, 220.00 ). w INITIAL 6. If at the end of the.fourth (4th;) five (5) year extension term this Agreement has not been terminated by either party by giving to the other.written notice of an intention to terminate it at least six (6) months prior to the end of such term, thLarWgieement shall continue in force upon the same covenants, terms and conditions for a further term of one (1) year, and for.annual terms thereafter until terminated by either party by giving to the other written notice of its intention to so terminate at least six (6) months prior to the end of such term. Monthly rental for this period shall be equal to the rent paid for the last month of the fourth (4th) five (5) year extension.. 7. TENANT shall use the Property for the purpose of constructing, maintaining and operating a Communications Facility and uses incidental thereto, consisting of a building or buildings as necessary now or in the future to shelter telecommunications equipment and related office space, a free standing monopole or three -aided antenna structure of sufficient height now or in the future to meet TENANT'S telecommunication needs and all necessary connecting appurtenances. A security fence consisting of chain link.construction or similar but comparable construction may at the option of TENANT be placed around the perimeter of the Property (not including the access easement). All improvements shall be at TENANT's expense. TENANT will maintain the Property in a reasonable condition. Ig is understood and agreed that TENANT's ability to use the .WPropertyiscontingentuponitsobtainingaftertheexecutionr date of this Agreement, all of.the certificates, permits and other approvals that may be required by any federal, state or local authorities. LESSOR shall cooperate with TENANT in its effort to obtain such approvals and shall take no action which would adversely affect the status of the Property with respect to the proposed use thereof by TENANT. LESSOR agrees to sign such papers as required to file applications with the appropriate zoning authority andlor commission for the proper zoning of the Property as required for the use intended by the TENANT. TENANT will perform all other acts and bear expenses associated with the rezoning procedure. LESSOR agrees not to register any written or verbal opposition tothe rezoning procedures. In the event that any of such applications should be finally rejected or any certificate, permit, license or approval issued to TENANT -is canceled, expires, lapses, or is otherwise withdrawn or terminated by governmental authority or soil boring tests or radio frequency propagation tests are found to be unsatisfactory so -that TENANT in its sale discretion will be unable to use the Property for its intended purposes, TENANT shall have the right to terminate this Agreemwnt. Notice of the TENANT's exercise of its right to terminate *hall be given to LESSOR in writing by certified mail, return receipt requested, and shall be effective upon receipt of such notice by the LESSOR aid evidenced by the return receipt. All rentals paid to said termination date shall be retained by the LESSOR. Upon such termination, this Agreement shall become null and void and all the parties shall have no further obligations, including the payment of money, to each other. S. TENANT shall indemnify and hold LESSOR harmless against any claim of liability or.loss from personal injury or property damage resulting from or arising out of the use and occupancy of the Property by the TENANT, its -servants or agents, excepting, however such claims or damages as may be due to or caused.by the acts of the LESSOR, or its servants or agents. 9. LESSOR agrees that TENANT may *elf -insure against any loss or damage which could be covered by;a comprehensive general public liability insurance policy. N 1 g w 0 C" s INITIAL 10. TENANT will be'responsible for n*king any necessary returns for and paying any and all property taxesseparatelyleviedorassessedagainstitsimprovementsonthe Property. T=gANT shall reimburse LESSOR as additional rent foranyincreaseinrealestatetaxesleviedagainsttheleasedPropertywhicharedirectlyattributabletotheimprovementsconstructedbyTENANTandarenotseparatelyleviedorassessed against TENANT's improvements by the taxing authorities. 11. TENANT upon termination of this:Agreement, shall, within a reasonable period, remove its personal property and fixtures and restore the Property to its original above grade condition, reasonable wear and tear excepted., At LESSOR's option when this Agreement is terminated and upon LESSOR's advance written notice to TENANT, TENANT will.leave the foundation and security fence to become property of LESSOR. If such time for removal causes TENANT to remain'on the Property after termination of this Agreement, TENANT shall pay rent at the then existing monthly rate or on the existing monthly timerasathesis Ifremovalaofdpersonaln a 1properer tyrnandtfixtures are until such completed. 12. Should the LESSOR, at any time during the term of this Agreement, decide to sell all or any part of the Property the Property to include only the parcel leased hereunder) to a purchaser other than TENANT, such sale shall be under and subject to this Lease Agreement and TENANT's rights hereunder,. and'any sale by the LESSOR of the portion of this Property underlying the right of way herein granted shall be under andsubjecttotherightoftheTENANTinandtosuchrightofway. LESSOR agrees not to well, lease or use any other areas of the entire parcel upon which Property is situated for placement of other communications facilities if, in TENANT's sole judgment, such installation would interfere with the facilities in use by TENANT. 13. LESSOR covenants that TENANT, on paying the rent and performing the covenants shall peaceably and quietly have, hold and enjoy the Leased Property. 14. LESSOR covenants that LESSOR is seized of good and sufficient title and interest'to the Property and has full authority to enter into and execute this Agreement. LESSOR further covenants that there are no other liens, judgments or Impediments of title on the Propertyp vith the on o! a firstmortgagetotheKislakCorporationintheappraods$te Zasei os $30,000.00. 15. It is agreed and understood that this Agreement INITIAL contains all agreements, promises and understandings between the LESSOR and TENANT and that no verbal or oral agreements, promises or understandings shall be binding upon either the LESSOR or TENANT in any dispute, controversy or proceeding at law, and any addition, variation or modification to this Agreement shall be void and ineffective unless made in writing signed by the parties. 16. This Lease Agreement and the pgrformance thereof shall be governed, interpreted, construed and regulated by the laws of the State of norids 17. This Lease may not be sold, subleased, assigned or transferred at any time except to TENANT's principal, affiliates or subsidiaries of its principal or to any company upon which TENANT is merged or consolidated. TENANT also reserves the right to provide tower space for public service communications such as police and fire departments, ambulances, etc. As to other parties, this Lease may not be sold, subleased, assigned or transferred without the written consent of the LESSOR, such consent not to be unreasonably withheld. Via• 19. All notices hereunder must be in writing and shall be deemed validly given if sent by certified mail, return receipt regVgsted, addressed as follows (or any other address that the party to be notified may have designated to the sender by like notice): TENANT: BellSouth Mobility Inc 7077 Sonneval Road, Suite 110 Jacksonville, Florida 32216 N Attn: Real Estate Manager N N LESSORS M-A. iDFt FDIN, '1li J3'1'EE 4a P.O. BCK 3064 127 Laurel Oak Drive) 20, r- FL 32779 ^` 407 862-6172 0 0 C" 19. This Agreement shall extend to and bind the heirs, rn personal representatives, successors and assigns of the parties hereto. 20. At LESSOR's option, this Agreement shall be subordinate to any mortgage by LESSOR which from time to timemayencumberallorpartofthePropertyor,right of way; provided, however, every such mortgage shall recognize the validity of the Agreement in the event of a:foreelosure ofLESSOR's interest and also TENANT's right to remain in occupancyofandhaveaccesstothePropertyaslongonTenantisnotin default of this Agreement. TENANT shall execute whatever Instruments as may reasonably be required to evidence this subordination clause. In the event the leased Property is encumbered by a mortgage, the LESSOR, no later than ten (10) days after this Lease is exercised, shall have obtained and furnished to TENANT a non -disturbance instrument in recordable form for each such mortgage. At TENANT's option, should LESSOR fail to provide such instrument within the specified time period, TENANT may withhold and accrue the monthly rental until ' suc a *te ttloQn-die urbance agreements) is received. in the eveq t he _gpit; I oWPMsag;ga to a Naa-0isturbanee and at 1.Tt 0 o e of ie `e'a+set premises or such portion thereof as will make the premises unusable for the purposes herein leased, are condemned by any legally constituted INITIAL authority for any public use or purpose, then in either of said events the term hereby granted shall cease•:from the time when possession thereof is taken by public authorities, and rental shall be accounted for as between LESSOR &0d TENANT as of that dace. Any lesser condemnation shall in no way affect the respective rights and obligations of LESSOR and TENANT hereunder. Nothing in this provision shall be construed tolimitoraffectTENANT's right to an award of compensation of any eminent domain proceeding for the taking of TENANT's leasehold interest hereunder. IN WITNESS WHEREOF, the parties hereto have set their hand and affixed their respective seals the day and year first above written. o C= C" yisr Signed, sealed and delivered in the presence oft L MrMV VMIC STAY[ WITNESS 19 W jONjfXAAL MO e Xsealp. J S C3 4Ct Signed, sealed and delivered in the presence-oft 7NA;UTt II=L ITY INC d'Z WIV By$ TITLE WTIT9NESS . CORPORATE S* NOT- ny PuaLIC AOJT D- N N p STATE OF FLORIDA i NzCad F COUNTY OF SEMINOLE rn 0 C= The foregoing instrument was acknowledged before me this co m 10th Day of May 1990, by W.A. HOFFMAN, Trustee. JI! IiMS JOX s1;• °j J)94Q: s r• ' ' J c . STATE OF GEORGIA COUNTY OF FULTON 1, Ctilthy H. Clayton, a Notary Public in and for the State and County aforesaid, hereby certify that Robert L. Tonsfeldt, personally known to no to be the President of BellSouth Nobility Inc appeared before me this -day in person in the State of Georgia, County or Fulton and acknowledged the execution and delivery of the foregoing instrument to be the free act and dead of BellSouth Nobility and his free act and deed as such officer thereof. My commission expires WITNESS MY HAND and notarial seal this day 1990. votary; 11c 5 L% e.0 C30 ON MR RL to" C= C" PLAT 7i »wVETforIe Legal Des;Crlption The East 150 feet of the North 12:`•,feet ofA.oi 10. rLOP.iRA LAND AND C91.0411ATION•. COMPANY'S CELERY PLANTATION. according tu'the nlat thereof as recorded in Plat. Book 1. Page 129. of the Public Records.of Seminole'County. rlorida. NARCISSM AVE K 1 K. 94 ss1 t so So r t s7 sa y! M I at a4 It O Y INITIAL o' OQ S.N. 4i W"T1014 SKETCH 1'• 1000 f7 wH ear .r wr ems. V-r CON for 3e W i v «wr *.we e.rs• s s' N.l' K.Y N t•.: it tV r?s' c.s.s. des. Jor CIOi-*"& s."- 1-- 30' i I IM r AIIwC SURVEY NOTES: 1) The street address of the above described oroperty is 3051 NarciS-sus Avenue. 2) The above described property is not in a rlood yazard Area. SURVEYOR'S CERTIFICATE: This 1s to certify that I have glade a Survey of the above described property and that the plat hereon delineated Is accurate and correct to the best of my knowledge and belief. 1 further certify that this Survey meets the. minimum requireme is adopted by the Florida Society of Professional Land Surveyors and the Florida Land Title Association. NOTE: NOT VALID UNLESS SEAL'ED'YITM AN FMROSSED SURVFTOR'S SEAL Ojtcf No. St. t03 BL KI N _ Professional land Surveyor No. 3382'. P.O. Box R23 - Sanford. Florida Phone: (305) 322-700A I . SURVF Y nATr . 14 orc. ap i oRe a PAGE EXHIBIT "B" A parcel of land lying in Section 27, Township 19 South, Range 30 East, Seminole County, Florida, being more particularlydescribedasfollows: The West 85.00 feet of the North 95.00 feet of the East 150.00 feet of Lot 30. "Florida Land and Colonization Company's Celery Plantation" according to the plat thereof as recorded in Plat Book 1; Page 129 of the Public Records`.of Seminole County, Florida. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Personal Property I Please Select Account PARCEL DETAIL HARCI&S AVE Seminole County r rnrn rn rM r till 1 Iu• y 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 22-19-30-5AD-0000-0280 Tax District: SANFORD Number of Buildings: 0 Depreciated Bldg Value: $0 DORSEY NORBERT M Owner: BISHOP Exemptions: Depreciated EXFT Value: $0 Address: PO BOX 1800 Land Value (Market): $3,643,358 City,State,ZipCode: ORLANDO FL 32820 Land Value Ag: $0 Property Address: Just/Market Value: $3,643,358 Facility Name: Assessed Value (SOH): $3,643,358 Dor: 40-VAC INDUSTRIAL GENER Exempt Value: $0 Taxable Value: $3,643,358 SALES Deed Date Book Page Amount Vac/Imp SPECIAL WARRANTY DEED 03/2001 04022 1209 $1,932,800 Vacant 2003 VALUE SUMMARY QUIT CLAIM DEED 03/2001 04022 1203 $100 Vacant 2003 Tax Bill Amount: $76,011 QUIT CLAIM DEED 03/2001 04019 1457 $100 Vacant 2003 Taxable Value: $3,643,358 WARRANTY DEED 11/1998 03545 0031 $1,177,300 Vacant Find Comparable Sales within this DOR Code LEGAL DESCRIPTION PLAT ALL LOTS 28 29 30 31 & 32 & LOTS 33 & 40 (LESS LAND W 255 FT) & ALL LOTS 41 42 43 & 44 & N 232 FT OF LOT 45 & Land Assess Method Frontage Depth Land Units Unit Price Land Value ALL OF VACD NORTH MEISCH RD & S 1/2 OF ACREAGE 0 0 41.820 87,120.00 $3,643,358 VACD NARCISSUS AVE ADJ ON N FLA LAND & COLONIZATION COS CELERY PLANTATION PB 1 PG 129 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www. scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=2219305AD0000(... 10/7/2003 09/03/2003 15:17 FAX 8133482512 Volcestream wireless ` 002 den inoie t ounty Property Appraiser (jet inrormation by Parcei n4ummr rage or i Personal Property Please Select Account PARCEL DETAIL d Q D jgi 7 407f-44ib5lc-..7SIr6 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 0 Parcel Id: 22-19-30-5AD-OOCC-0280 Tax District: SANFCRD Depreciated Bldg Value. $0 Owner: DORSEY NORBERT I'A Exemptions: BISHOP Depreciated EXFT Value: $0 Land Value (Market): $3,643,358 Address: PO BOX 1800 Land Value Ag: $0 City,Stata,ZipCode: ORLANDO FL 32820 JustrMarket Value: $3,643,358 Property Address: Assessed Value (SOH): $3,643,358 Facility Name: Exempt Value: $0 Dor. 4C-VAC INDUSTRIAL GENER Taxable Value: $3,643,358 2003 Notice of Proposed Property Tax SALES Deed Date Boots Page Amount VacAmp SPECIAL WARRANTY DEED C3/2001 04022 1209 $1,932,800 Vacant 2002 VALUE SUMMARY QUIT CLAIM DEED 0312001 04022 1203 $100 Vacant 2002 Tax Bill Amount: $77,128 QUIT CLAIM DEED 0312001 04019 1457 $100 Vacant 2002 Taxable Value: $3,643,358 WARRANTY DEED 11/1998 03545 0031 $1,177,300 Vacant Find Comparable Sales within this DOR Code LEGAL DESCRIPTION PLAT ALL LOTS 28 29 30 31 & 32 & LOTS 33 & 40 (L'c_SS LAND W 255 FT) & ALL LOTS 41 42 43 & 44 8 N 232 FT OF LOT 45 & Land Assess Method Frontage Depth Land Units Unit Price Land Value ALL OF VACD NORTH MEISCH RD & S 112 OF ACREAGE 0 0 41.820 87,120.00 S3,643,358 VACD NARCISSUS AVE ADJ ON N FLA LAND & COLONIZATION COS CELERY PLANTATION PB 1 PG 129 NOTE: Assessed values shown are NOT certified values ard therefore are subject to change before being linahzed for ad valorem tax urposes. if you recently purchased a homesteaded property your next year's Croperty tax Wli be based on dusWarket value. hap-//Nvww.scpafl.arg/pIs/web/re_web.seminolc_county_titlOPARCEL=2219305AD00000280R 9/3/03 SECTION 22, TOWNSHIP 19 SOUTH, RANGE 30 EAST SEMINOLE COUNTY, FLORIDA EXISTING ACCESS GATE EXISTING TRANSFORMER EXISTING B'CHANLINK FENCE EXISTING LANDSCAPING -f ->r W7 3 STRANDS OF BARB WIRE EXISTING GRAVEL COMPOUND , PROPOSED vOICESTREAMMETERANDDISCONNECTTFATTACHONBACKOFUTILITYPROPOSEDuiTrPORE EXISTING , ExSTNG EOUPMENT EOUIPmCNT SHELTER / / SHELTER NATURALLANDSCAPE EXISTING SELF -SUPPORTED TOWER EXISTING WAVEGUIDE I EXISTING CONCRETE EOUPMENT PADBRIDGES Fl PROPOSED WAVEGUIDE LADDERF1PROPOSEDVOICESTREAM 7-11111ZI 1 WAVEGUIDE BRIDGE EXISTINGESHELTENT PROPOSED VOICESTREAMSHELTERiH-FRATEaPRpCOPOSEDESTRE 12* vIY LEASE LEPAREA. LEGALOESCRTgNS PROVIDED Br OTHERS. g PROPOSED 6. 7 XI2.(r - v010ESTREAM EOUFMENT x'''-,._._. X PAD. FFE r130vE GRADE nx k; x p SITE PLAN SCALE' AS NOTED N NOTE: NO SURVEY WAS PERFORMED DN THIS SITE. ALL E% I STING FEATURES ARE AN APPROXIMATE LOCATION. MEASURED IN THE FIELD 8r xCl TECHNOLOGIES. INC. NO FLOOD ZONE INFORMATION WAS PROVIDED FOR THIS SITE. SITE DATA I PARCEL 10 NUMBER: 22-19-30-5AD-0000-0280 ZONING: PD ( PLANNED DEVELOPMENT) VOICESTREAM LEASE AREA: 252 SF PROPOSED IMPERVKAIS AREA:80 SF (t) TOWER OWNER : CROWN CASTLE INTERNATIONAL. INC. TOWER OWNER ADDRESS -20DO CORPORATE DRIVE CANONSBURG. PA 15317 2. VEHICULAR uSE: APPROXIMATE ONE TO THREE SITE VISITS PER MONTH. 3. WATER AND SEWER: M COUUMCATION FACILITYSHALL NOT BE SERVICED BY WATER OR SEWER. A. USE: UNMANNED TELECOMMUNICATIONSRELAY EOUIPUENT. 2. 6. 12 5. STORM WATER MANAGEMENT: SITE SHALL COMPLY WITH ALL STATE AND LOCK JURISDICTIONSTORMWATERREGULATIONS, 6. PROPOSED INTERFEREFEREE WTH ANTENNA INSTALLATION NORMAL RADIOAND TELEVISION RECEPTION N THE VICINITY. 7. SETBACKS FROM EOUIPMENT PAD TO COMPOUND FENCE NORTH.................................. 59.4•. SOUTH _ ................... 5.4- EAST...........---................. 3.7•. WEST_. _ 1....._...._....._......_ 27. 0't PROPOSE PROPOSE PROPOSE n.. cRa rR" . 1sr CIEV cKkN C' 4vo TSHOWN FOR REFERENCE ONLY. COMPOUNDTOWER ELEVATION o. NOT usE FORO.NR.Nc. 1)TE 2; NOT TO SCALE CASTING ANTENNAS AND CWPYCNT NOT SHOWN FOR CLARITY. cat 24-.36- DRAWINGS G RAPNTC SCALE, I WNCN • 10 FEET FORTr.Tr DRAWINGS GRAPHIC SCALE,IRICH . 20 FEET REAM 5 r REAM ANTENNAS 2 SECTORI2_CI AT 0'. 2 SECTORIRO AT 120- L 2 SECTORIZED AT 2+ 0'. ING SYSTEM AND OURELENTS WITH STRUCTION MANAGER NG. SEE IL YSIS BY L VERIFY EXACT CABLE WITH THE URER PRIOR TO CONSTRUCTION EXISTING CHANLMt FENCE z 6 o: o > u 0 0 o 1 N N u n o 0 0 EYGINEEKDA. RR YL J. K7?oj;74 PE FL LICENSE NO- 53CA1 INS YA.K. 5 IK q.OM[.1 (Y • SURK'' 'EN(!E[N AO wY ROI IX Ep ? REPRODUCED wirpUi NSnE Ew smo .RITE. REurivx f AS .DIED DArt 10.'03 100320378 sct• nnc COMPOUND DETAIL C-1 NTERNAT NAlI• Structural Evaluation Report Antenna Additions 260 Ft Self Support Tower Crown Castle International B U No. 812954 Sanford" T-Mobile Co -Locate Site No. E470 IETS Project Number 2003-70731 September, 2003 Industrial Engineering and Testing Services, P.C. RECEIVED SEP 2 9 2003 LANS REVI,171VEO CITY OF SAWN OWilVANINTERNATIONALSeptember 12, 2003 Ms. Donna Porto Crown Castle International 6306 Benjamin Road Suite 604 Tampa, FL 33634 813)-342- 3900 7 Industrial Engineering and Testing Services, P.C. IETS, P. C. 129 Greenwich Road Charlotte, NC 28211 704) 522- 1131 Phone 704) 522- 1280 Fax towerdata@iets.com Subject: Structural Analysis Report Carrier Designation T-Mobile Co -Locate T-Mobile Site Number: "E470" Crown Castle Designation Crown Castle BU Number: 812954 Crown Castle Site Name: "Sanford" Engineering Firm Designation IETS Project Number: 2003-70731 Site Data 3051 Narcissus Avenue, Sanford, Florida, Seminole County Latitude 28°- 48'-55", Longitude 81 °-18'-17". 260 Foot - Self Support Tower Dear Ms. Donna, IETS is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the aforementioned tower. This analysis has been performed in accordance with Crown Castle Purchase Order Number 145240. The purpose of the analysis is to determine the suitability of the tower with the addition of six (6) CSA PCSX065-18-2 antennas on standard T-Frame with twelve (12) 1 5/8" feedlines at a rad center of 150 feet when combined with the existing and reserved equipment on the structure. This analysis has been performed in accordance with the TIA/EIA 222-F standard and local code requirements based upon wind speed condition of 100 mph (fastest mile) with no radial ice. Based on our analysis we have determined the tower structure and foundation ARE sufficient for the proposed loading, provided cables are routed as shown in IETS drawing 2003-70731-01. We at IETS appreciate the opportunity of providing our continuing professional services to you and Crown Castle International. If you have any questions or need further assistance on this or any other projects please give us a call. Respectfully submitted, Binh Vo William A. Griswold, Jr., P.E. Project Engineer Chief Engineer National Society of Professional Engineers® Signatory, NSPE Licensed Member Crown Castle International September lZ 2003 260 Ft Self Support Tower Structural Evaluation CC/ BU No. 812954 IETS Project Number 2003-70731 Page 2 TABLE OF CONTENTS INTRODUCTION.......................................................................................................................... 3 ANALYSISCRITERIA.................................................................................................................. 3 Table 1 — Proposed Antenna and Cable Information........................................................ 3 Table 2 — Existing Antenna and Cable Information........................................................... 3 Table 3 — Design Antenna and Cable Information............................................................ 3 ANALYSIS PROCEDURE Table 4 — Documents Provided to IETS............................................................................ 4 AnalysisMethod................................................................................................................ 4 Assumptions.................:................................................................................................... 4 ANALYSISRESULTS.................................................................................................................. 5 Table 5 — Tower Component Results............................................................................... 5 APPENDIX A Output from Computer Programs APPENDIX B IETS Cable Routing Drawing 2003-70731-01 Design Wind Speed Information APPENDIX C Elevation Drawing Level Drawing Site Plan Drawing Crown Castle International 260 Ft SeH Support Tower Structural Evaluation IETS Project Number 2003-70731 September 12, 2003 CC/ BU No. 812954 Page 3 INTRODUCTION The subject tower is a 260-foot tall self-supporting lattice tower manufactured by Rohn. ANALYSIS CRITERIA The existing and proposed antennas, transmission lines, and other mountings are shown in the following table. The tower has been modeled with a three-dimensional structural analysis computer program. The general analysis procedures utilized were those provided by TIA/EIA-222-F (Structural Standards for Steel Antenna Towers and Antenna Supporting Structures) and the wind speed requirements of the 2001 Florida Building Code. Section 16 of the TIA/EIA-222-F standard requires a fastest mile wind speed of 100 mph for Seminole County. Figure 1606 of the 2001 Florida Building Code requires a 3-second gust wind speed of 120 mph (equivalent to a fastest mile wind speed of 100 mph). The wind loads in this analysis were derived from a controlling fastest mile wind speed of 100 mph with no radial ice. The tower was originally designed for a basic wind speed of 100 mph. Crown Castle provided proposed, existing, and reserved antenna and transmission line information: Table 1— Proposed Antenna and Cable Information r c 150 T-Mobile 6 CSA PCSX065-18-2 Std. T-Frame 12 1 5/8" Refer to IETS Dwg. 2003-70731-01 for existing and proposed cable routing. Table 2 — Existing and Reserved Antenna and Cable Information so,.1,.t r w Sy 6 DB858DG85T3E-SX 260 Cingular 6 Decibel DB87BH105-SX Std. T-Frame 19 1 5/8" 1 DB225-A 208 Cingular 1 (Reserved) Mark HP-60A72L Leg Mounted 1 (Reserved) EW52 180 Nextel 12 Decibel DB844H80E-XY Std. T-Frame 12 1 5/8" 163 Cingular 1 Mark HP-60A72L Leg Mounted 1 1 5/8" 100 Cingular 1 (Reserved) Mark P-21Al20G Leg Mounted 1 (Reserved) 7/8" 50 Cingular 1 Decibel ASP-955 Standoff Mount 1 1/2" Table 3 — Design Antenna and Cable Information 260 3 PD10017 6 PD1132 250 4 8' Dia. HP Dish 242 2 8' Dia. HP Dish 200 2 8' Dia. HP Dish Crown Castle International 260 Ft Self Support Tower Structural Evaluation IETS Project Number 2003-70731September 12, 2003 CCI BU No. 812954 Page 4 ANALYSIS PROCEDURES Table 4 — Documents Provided to IETS Document ReMwft Tower Manufacturer Drawings Rohn Foundation Drawings Slater -Paull & Associates Soils Report Westinghouse Environmental & Geotechnical Services, Inc This analysis is based solely on information provided by Crown Castle. Analysis Methods ERI Tower ( Version 2.0.0.51), a commercially available software program, was used to create a three- dimensional model of the tower and calculate member stresses for various dead, live, wind, and ice load cases. All loads were computed in accordance with the ANSI/EIA/TIA 222F or the local building code requirements. Selected output from the analysis is included in Appendix A. Assumptions All proposed and future transmission cables are installed in the locations noted on the cable routing drawing in Appendix B. When applicable, transmission cables were considered to be structural components for calculating wind loads, as allowed by TIA/EIA-222-F. \ Information in the original design drawings and specifications that could not be verified by IETS personnel is assumed to be correct. For this analysis, IETS will assume conformance with the original design drawings and specifications. IETS shall assume that all tower components are in sufficient condition to carry their full design capacity. We have not based the adequacy of the tower on limitations for antenna twist, tilt, roll, or lateral translation. If any of these assumptions are not valid or have been made in error, this analysis may be affected, and IETS should be allowed to review any new information to determine its effect on the structural integrity of the tower. Crown Castle International 260 Ft Sell Support Tower Structural Evaluation IETS Project Number 2003-70731 September 12, 2003 CC/ BU No. 812954 Page 5 ANALYSIS RESULTS Table 5 - Tower Component Results iae Humber iE tii a Pems s+ usee T1 260'-250' 12.0 20.9 14.5 T2 250'-230' 30.8 38.9 21.5 T3 230'-210' 29.6 48.5. 23.8 T4 210'-190' 38.6 53.7 22.8 T5 190'-170' 44.1 63.9 34.4 T6 170'-150' 44.1 49.4 55.1 T7 150'-130' 42.5 62.3 38.0 T8 130'-110' 50.5 73.2 53.1 T9 110'-90' 58.1 83.8 69.8 T10 90'-70' 54.0 72.9 44.4 T11 70'-50' 60.6 80.3 58.5 T12 50'-30' 67.2 83.4 71.3 T13 30'-0' 52.4 92.4 95.5 Foundation 87.2 Results indicate the tower structure and foundation are sufficient for the proposed loading and all assumptions noted. The percent capacities shown above (excluding foundations) include the 1/3 increase in allowable stresses as allowed by TIA/EIA-222-F. Capacities up to 105% are considered acceptable based on the analysis procedures used. Foundation capacities are based upon a comparison of the design loads to the actual loads. Crown Castle International 260 Ft Sell Support Tower Structural Evaluation IETS Project Number 2003-70731 September 12, 2003 CC/ BU No. 812954 Page 6 APPENDIX A Tower Input .Data The main tower is a 3x free standing tower with an overall height of 260' above the ground line. The base of the tower is set at an elevation of 0' above the ground line. The face width of the tower is 8'6-1/2" at the top and 368-3/4" at the base. This tower is designed using the TIA/BIA-222-F standard. The following design criteria apply: Basic wind speed of 100 mph. Deflections calculated using a wind speed of 50 mph. A non -linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is 1.333 Options Consider Moments - Legs Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments - Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments - Diagonals Assume Rigid Index Plate -4 Calculate Redundant Bracing Forces Use Moment Magnification d Use Clear Spans For Wind Area Consider Feedline Torque 4 Use Code Stress Ratios Use Clear Spans For KL/r J SR Leg Bolts Resist Compression J Use Code Safety Factors - Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable Escalate Ice Bypass Mast Stability'Checks Offset Girt At Foundation Always Use Max Kz d Use Azimuth Dish Coefficients Poles Use Special Wind Profile 4 Project Wind Area ofAppurt. Include Shear -Torsion Interaction 4 Autocalc Torque Arm Areas Always Use Sub -Critical Flow Use Top Mounted Sockets Wind 180 Lou A Wind 90 1P Leg C Leg B Face C Wind Normal Crown Castle International 260 Ft Self Support Tower Structural Evaluation IETS Project Number 2003-70731 September 12, 2003 CCI BU No. 812954 Page 7 Tower Section Geometry Tower Tower Assembly Description Section Number Section Section Elevation Database Width of Length Sections h f ft Tl 260'-250' 86-15/32" 1 IV 72 250'-230' 87-9/16" 1 20' T3 230'-210' 8'8-17/32" 1 20' T4 210'-190' 10'9-15/32" l 20' T5 190'-170' 12'9-15/32" 1 20' T6 170'-150' 152-5/32" 1 20' 77 150'-130' 17'8-5/32" 1 20' 78 130'-110' 20'2-5/32" 1 20' T9 110'-90' 22'8-5/32" 1 20' Tl0 90'-70' 25'3-31/32" 1 20' Tll 70'-50' 27'9-31/32" 1 20' T12 50'-30' 303-31/32" 1 20' T13 30'-0' 32'11-3/4" 1 30' Tower Section Geometry (cont'd) Tower Tower Diagonal Bracing Has Has Top Girt Bonom Gin Section Elevation Spacing Type K Brace Horizontals Offset Offset End 1t h Panels in in Tl 260'-25V S' K Brace Down No Yes 0.000 0.000 T2 259-23V 68-1/32" K Brace Down No Yes 0.000 0.000 T3 230'-210' 68-1/32" K Brace Down No Yes 0.000 0.000 T4 210'-19V. 68-1/32" K Brace Down No Yes 0.000 0.000 T5 190'-170' I V K Brace Down No Yes 0.000 0.000 T6 170'-150' IV K Brace Down No Yes 0.000 0.000 T7 150'-130' 10' K Brace Down No Yes 0.000 0.000 T8 130'-110' 10' K Brace Down No Yes 0.000 0.000 T9 110'-90' 10' K Brace Down No Yes 0.000 0.000 T10 90'-70' 20' K Brace Down No Yes 0.000 0.000 Tl 1 70'-50' 20' K Brace Down No Yes 0.000 0.000 T12 50'-30' 20' K Brace Down No Yes 0.000 0.000 T13 3V-V 30' K Brace Down No Yes 0.000 0.000 Tower Section Geometry (cont'd) Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade ft Tl 260'-250' Pipe ROHN 3 STD A572-50 Pipe ROHN 2 STD A572-50 50 ksi) 50 ksi) T2 250'-230' Pipe ROHN 4 STD A572-50 Pipe ROHN 2 EH A572-50 50 ksi) 50 ksi) T3 230'-210' Pipe ROHN 5 X-STR A572-50 Pipe ROHN 2 STD A572-50 50 ksi) 50 ksi) T4 210'-190' Pipe ROHN 6 EHS A572-50 Pipe ROHN 2 EH A572-50 50 ksi) 50 ksi) T5 190'-170' Pipe ROHN 6 X-STR A572-50 Pipe ROHN 2.5 X-STR A572-50 50 ksi) 50 ksi) T6170'-150' Pipe ROHN 8 EHS A572-50 Pipe ROHN 3 STD A572-50 50 ksi) 50 ksi) T7 150'-130' Pipe ROHN 8 X-STR A572-50 Pipe ROHN 3 STD A572-50 50 ksi) 50 ksi) T8130'-110' Pipe ROHN 8 X-STR A572-50 Pipe ROHN 3 STD A572-50 50 ksi) 50 ksi) T9110'-90' Pipe ROHN 8 X-STR A572-50 Pipe ROHN 3 STD A572-50 50 ksi) 50 ksi) T10 90'-70' Pipe ROHN 10 EHS A572-50 Pipe ROHN 3 STD A572-50 50 ksi) 50 ksi) Tl 1 70'-50' Pipe ROHN l0 EHS A572-50 Pipe ROHN 3 STD A572-50 50 ksi) 50 ksi) T12 50'-30' Pipe ROHN ]0 EHS A572-50 Pipe ROHN 3 STD A572-50 Crown Castle International., 260 Ft Self Support Tower Structural Evaluation IETS Project Number 2003-70731 September 12, 2003 CCI BU No. 812954 Page 8 Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade ft 50 ksi) 50 ksi) 713 3V-V Pipe ROHN 12 EH A572-50 Pipe ROHN 3 STD. A572-50 50 ksi) 50 ksi) Tower Section Geometry (cont'd) Tower Horizontal Horizontal Horizontal Elevation Type Size Grade Jt Tl 260'-250' Pipe ROHN 1.5 STD A572-50 50 ksi) T2 250'-230' Pipe ROHN 1.5 STD A572-50 50 ksi) T3 230'-210' Pipe ROHN 1.5 STD A572-50 50 ksi) T4 219-199 Pipe ROHN 2 STD A572-50 50 ksi) T5 190'-170' Pipe ROHN 2 STD A572-50 50 ksi) T6170'-150' Pipe ROHN 2 STD A572-50 50 ksi) T7 150'-130' Pipe ROHN 2.5 STD A572-50 50 ksi) T8130'-1IV Pipe ROHN 2.5 STD. A572-50 50 ksi) T) I I0'-90' Pipe ROHN 2.5 STD A572-50 50 ksi) T10 90'-70' Pipe ROHN 3 STD A572-50 50 ksi) Tl1 70'-50' Pipe ROHN 3 STD A572-50 50 ksi) T12 50'-30' Pipe ROHN 3 STD A572-50 50 ksi) T13 3V-V Pipe ROHN 3 STD A572-50 50 ksi) Tower Section Geometry (cont'd) Tower Inner Bracing Inner Bracing Size Inner Bracing Elevation Type Grade Jt Tl 260'-250' Single Angle L2x2xl/8 A36 36 ksi) 12 250'-230' Single Angle L2x2xM A36 36 ksi) T3 230'-210' Single Angle L2x2xl/8 A36 36 ksi) T4 210'-190' Single Angle L2x2xl/8 A36 36 ksi) T5 190'-17V Single Angle L2x2xl/8 A36 36 ksi) T6170'-150' Single Angle L212x21/2x3/16 A36 36 ksi) T7 150'-130' Single Angle 000/16 A36 36 ksi) T8130'-110' Single Angle L3.120 120/4 A36 36 ksi) T9110'-90' Single Angle L312x312x1/4 A36 36 ksi) Tl0 90'-70' Pipe ROHN 3 STD A572-50 50 ksi) Tl 1 70'-50' Pipe ROHN 3 STD A572-50 50 ksi) T12 50'-30' Pipe ROHN 3 STD A572-50 Crown Castle International 260 Ft Self Support Tower Structural Evaluation IETS Project Number 2003-70731 September 12, 2003 CC/ BU No. 812954 Page 9 Tower Inner Bracing Inner Bracing Size Inner Bracing Elevation type Grade h 50 ksi) T13 30'-0' Pipe ROHN 3 STD A572-50 50 ksi) Tower Section Geometry (cont'd) Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt perface) A, Spacing Spacing Diagonals Horizontals ft ftz in in in T1260'-250' 0.00 0.000 A36 1 1 1 36.000 36.000 36 ksi) T2 250'-230' 0.00 0.000 A36 1 l 1 36.000 36.000 36 ksi) T3 230'-210' 0.00 0.000 A36 I l 1 36.000 36.000 36 ksi) T4 210'-190' 0.00 0.000 A36 1 1 1 36.000 36.000 36 ksi) T5190'-170' 0.00 0.000 A36 1 1 1 36.000 36.000 36 ksi) T6170'-150' 0.00 0.000 A36 I 1 1 36.000 36.000 36 ksi) T7150'-130' 0.00 0.000 A36 1 1 1 36.000 36.000 36 ksi) T8130'-110' 0.00 0.000 A36 1 1 1 36.000 36.000 36 ksi) 79110'-90' 0.00 0.000 A36 1 1 1 36.000 36.000 36 ksi) T10 90'-70' 0.00 0.000 A36 1 1.3 1.3 36.000 36.000 36 ksi) T1170'-50' 0.00 0.000 A36 1 1.3 1.3 36.000 36.000 36 ksi) T12 50'-30' 0.00 0.000 A36 1 1.3 1.3 36.000 36.000 36 ksi) T13 30'-0' 0.00 0.000 A36 1 1.5 1.5 36.000 36.000 36 ksi) Tower Section Geometry (cont'd) K Factor Tower Calc Calc Legs X K Single Girts Horiz. Inner Truss Truss Elevation K K Brace Brace Diags Brace Leg Leg Single Solid Diags Diags X z Angles Rounds X X X X X X Brace Brace h Y Y Y Y Y Y T1260'-250' No No 1 1 I 1 1 I 1 0.5 0.85 1 1 1 1 1 1 T2 250'-230' No No 1 1 1 1 1 1 1 0.5 0.85 l 1 1 1 1 1 T3 230'-210' No No 1 I 1 l 1 1 1 0.5 0.85 l 1 1 1 1 1 T4 210'-190' No No 1 I 1 1 1 1 1 0.5 0.85 1 1 1 1 1 1 T5190'-170' No No 1 1 1 1 l 1 l 0.5 0.85 1 1 1 1 l l T6170'-150' No No 1 1 1 1 1 1 1 0.5 0.85 1 1 1 l 1 1 T7150'-130' No No 1 1 1 1 1 1 1 0.5 0.85 1 1 1 1 1 1 n 130'-110' No No 1 1 1 1 I 1 1 0.5 0.85 1 1 1 1 1 1 T9110'-90' No No 1 1 1 1 1 1 1 0.5 0.85 1 l 1 1 1 1 T10 90'-70' No No 0.5 1 0.5 1 1 1 1 0.5 0.85 Crown Castle International 260 Ft Self Support Tower Structural Evaluation IETS Project Number 2003-70731September12, 2003 CC/ BU No. 812954 Page 10 K Factor Tower Calc Calc Legs X K Single Girts Horiz Inner Truss Truss Elevation K K Brace Brace Diags Brace Leg Leg Single Solid Diags Diags X Z Angles Rounds X X X X X X Brace Brace ft Y Y Y Y Y Y 1 0. 5 1 1 1 1 T1179-59 No No 0.5 1 0.5 1 1 1 1 0.5 0.85 1 0. 5 1 1 1 1 T12 59- 39 No No 0.5 1 0.5 1 1 1 1 0.5 0.85 1 0. 5 1 1 1 1 T13 39- 0' No No 0.33 1 0.33 1 1 1 1 0.5 0.85 1 0. 33 1 1 1 1 Note: K factors areapplied to member segment lengths. K-braces without inner supporting members will have the K factor inthe out -of -plane directionapplied to the overall length. Load Combinations. Comb. Description No. 1 Dead Only 2 Dead+ Wind 0 deg - No Ice 3 Dead+ Wind 30 deg - No Ice 4 Dead+ Wind 60 deg - No Ice 5 Dead+ Wind 90 deg - No Ice 6 Dead+ Wind 120 deg - No Ice 7 Dead+ Wind 150 deg - No Ice 8 Dead+ Wind 180 deg - No Ice 9 Dead+ Wind 210 deg - No Ice 10 Dead+ Wind 240 deg - No Ice l 1 Dead+Wind 270 deg - No Ice 12 Dead+ Wind 300 deg - No Ice 13 Dead+ Wind 330 deg - No Ice 14 Dead+ Wind 0 deg - Service 15 Dead+ Wind 30 deg - Service 16 Dead+ Wind 60 deg - Service 17 Dead+ Wind 90 deg - Service 18 Dead+ Wind 120 deg - Service 19 Dead+ Wind 150 deg - Service 20 Dead+ Wind 180 deg - Service 21 Dead+ Wind 210 deg - Service 22 Dead+ Wind 240 deg - Service 23 Dead+ Wind 270 deg - Service 24 Dead+ Wind 300 deg - Service 25 Dead+ Wind 330 deg - Service Maximum Reactions Location Condition Gov. Load Comb. Vertical K Horizontal, X K Horizontal, Z K Leg C Max. Vert 10 413.56 45.96 26.53 Max. H. 10 413.56 45.96 26.53 Max. % 3 310.44 34.47 25.57 Min. Vert 4 361.84 42.89 24.76 Min. % 4 361.84 42.89 24.76 Min. H= 9 360.26 37.65 26.96 Leg B Max. Vat 6 413.55 45.97 26.51 Max. H. 12 361.86 42.91 24.73 Max. H. 13 310.45 34.50 25.52 Min. Vat 12 361.86 42.91 24.73 Min. % 6 413.55 45.97 26.51 Min. % 7 360.24 37.68 26.92 Leg A Max. Vert 2 413.55 0.03 53.07 Max. H. 11 24.89 9.38 2.05 Max. Hi 2 413.55 0.03 53.07 Min. Vert 8 361.86 0.04 49.53 Min. % 5 24.89 9.38 2.05 Min. H, 8 361.86 0.04 49.53 Crown Castle International 260 Ft Self Support Tower Structural Evaluation IETS Project Number 2003-70731 September 12, 2003 CCI BU No. 812954 Page 11 Tower Mast Reaction Summary Load Vertical Shear, Shear, Overturning Overturning Torque ' Combination Moment, M, Moment, M. K K K ki - ki - ki - Dead Only 74.70 0.00 0.00 0.16 0.28 0.00 Dead+Wind 0 deg - No Ice 74.70 0.00 91.36 12362.22 0.30 2.17 Dead+Wind 30 deg - No Ice 74.70 45.47 78.75 10666.69 6158.22 1.24 Dead+Wind 60 deg - No Ice 74.70 78.63 45.39 6150.79 10653.48 0.02 Dead+Wind 90 deg - No Ice 74.70 90.93 0.00 0.17 12316.74 1.24 Dead+Wind 120 deg - No Ice 74.70 79.12 45.68 6181.37 10705.85 2.13 Dead+Wind 150 deg - No Ice 74.70 45.47 78.75 10667.03 6158.22 2.49 Dead+Wind 180 deg - No Ice 74.70 0.00 90.79 12302.07 0.30 2.17 Dead+Wind 210 deg - No Ice 74.70 45.47 78.75 10667.02 6158.80 1.24 Dead+Wind 240 deg - No Ice 74.70 79.12 45.68 6181.36 10706.43 0.02 Dead+Wind 270 deg - No Ice 74.70 90.93 0.00 0.17 12317.31 1.24 Dead+Wind 300 deg - No Ice 74.70 78.63 45.39 6150.78 10654.05 2.13 Dead+Wind 330 deg - No Ice 74.70 45.47 78.75 10666.68 6158.81 2.49 Dead+Wind 0 deg - Service 74.70 0.00 22.84 3090.46 0.28 0.54 Dead+Wind 30 deg - Service 74.70 11.37 19.69 2666.58 ' 1539.36 0.31 Dead+Wind 60 deg - Service 74.70 19.66 11.35 1537.59 2663.18 0.00 Dead+Wind 90 deg - Service 74.70 22.73 0.00 0.16 3079.00 0.31 Dead+Wind 120 deg - Service 74.70 19.78 11.42 1545.48 2676.27 0.53 Dead+Wind 150 deg - Service 74.70 11.37 19.69 2666.91 1539.36 0.62 Dead+Wind 180 deg - Service 74.70 0.00 22.70 3075.67 0.29 0.54 Dead+Wind 210 deg - Service 74.70 11.37 19.69 2666.91 1539.93 0.31 Dead+Wind 240 deg - Service 74.70 19.78 11.42 1545.47 2676.85 0.00 Dead+Wind 270 deg - Service 74.70 22.73 0.00 0.17 3079.57 0.31 Dead+Wind 300 deg - Service 74.70 19.66 11.35 1537.59 2663.75 0.54 Dead+Wind 330 deg - Service 74.70 11.37 19.69 2666.58 1539.93 0.62 Maximum Tower Deflections - Service Wind Section No. Elevation ft Harz Deflection in Gov. Load Comb. Tilt deg 7lvi51 deg Tl 260 - 250 4,355 22 0.153 0.009 T2 250 - 230 4.024 22 0.152 0.007 T3 230 - 210 3.388 22 0.140 0.005 T4 210 -190 2.806 22 0.127 0.003 T5 190 -170 2.288 22 0.111 0.002 T6 170 -150 1.843 22 0.096 0.002 T7 150 - 130 1.450 22 0.082 0.001 T8 130 -110 1.105 22 0.071 0.001 T9 110 - 90 0.807 22 0.059 0.001 T10 90 - 70 0.557 22 0,047 0.000 Tl 1 70 - 50 0.358 22 0.035 0.000 T12 50 - 30 0.207 14 0.024 0.000 T13 30-0 0.105 14 0.012 0.000 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in deg 1*9 ft 260' Mount - IT T-Frame (3 Sectors) 22 4.355 0.153 0.009 259052 208' 6 High Performance Dish w/ 22 2.751 0.125 0.003 72982 Radotne 180' Mount - ITT -Frame (3 Sectors) 22 2.058 0.103 0.002 75421 163' 6' High Performance Dish w/ 22 1.700 0.091 0,001 101752 Radome 15V Mount - ITT -Frame (3 Sectors) 22 1.450 0.082 0.001 98788 100, IV Grid Dish (1000-2700 MHz) 22 0.675 0.053 0.001 92716 50' Mount - 3' I•.eg Standoff 14 0,207 0.024 0.000 84662 Crown Castle International September IZ 2003 260 Ft Self Support Tower Structural Evaluation CCI BU No. 812954 IETS Project Number 2003-70731 Page 12 Compression Checks Leg Design Data (Compression): Section Elevation Size L 4 Kl/r F. A Actual Allow. Ratio No. P P. P, ft ft ft ksi in2 K K P. Tl 260 - 250 ROHN 3 STD 10, S' 51.6 24.105 2.228 5.92 53.72 0.110 K=1.00 72 250 - 230 ROHN 4 STD 20' 68-1/32" 53.0 23.877 3.174 31.13 75.79 0.411 K=1.00 T3 230 - 210 ROHN 5 X-STR 20'15/32" 68-5/32" 43.6 25.320 6.112 61.09 154.75 0.395 K=1.00 T4 210 -190 ROHN 6 EHS 2013/8" 6'8-5/32" 36.0 26.379 6.713 91.07 177.09 0.514 K=1.00 T5 190 -170 ROHN 6 X-STR 20'19/32" IVI14" 54.8 23.585 8.405 116.61 198.23 0.588 K=1.00 T6 170 - 150 ROHN 8 EHS 20'19/32" 1013/8" 40.6 25.749 9.867 149.28 254.05 0.588 K=1.00 T7 150 - 130 ROHN 8 X-STR 20'19/32" IVA" 41.8 25.576 12.763 184.61 326.43 0.566 K=1.00 T8 130 - 110 ROHN 8 X-STR 20'19/32" 10/8" 41.8 25.576 12.763 219.57 326.43 0.673 K=1.00 T9 110 - 90 ROHN 8 X-STR 20'23/32" 10/8" 41.8 25.575 12.763 253.06 326.40 0.775 K=1.00 T10 90 - 70 ROHN ]0 EHS 20'19/32" 20'19/32" 33.0 26.780 . 14.003 269.87 375.01 0.720 K=0.50 Tl l 70 - 50 ROHN l0 EHS 20'19/32" 20'19/32" 33.0 26.780 14.003 302.89 375.01 0.808 K=0.50 T12 50 - 30 ROHN 10 EHS 20123/32" 20'23/32" 33.0 26.779 14.003 336.12 374.99 0.896 K=0.50 T13 30 - 0 ROHN 12 EH 30131/32" 30'31/32" 27.5 27.459 19.242 368.95 528.37 0.698 K=0.33 Diagonal Design Data (Compression): Section Elevation Size L L. KUr F. A Actual Allow. Ratio No. P P. P ft ft ft ksi in-' K K ` P. Tl 260 - 250 ROHN 2 STD 67-3/16" 64-9116" 97.3 15.334 1.075 4.58 16.48 0.278 K=1.00 T2 250 - 230 ROHN 2 EH 7'11- 7'7-7/16" 119.3 10,494 1.477 8.04 15.50 0.518 17/32" K=1.00 73 230 - 210 ROHN 2 STD 8'6- 8'2- 125.2 9.530 1.075 6.61 10.24 0.646 31/32" 17/3T' K=1.00 T4 210 -190 ROHN 2 EH 97-78" 8'10- 138.4 7.793 1.477 8.24 11.51 0,716 3/32" K=1.00 T5 190 - 170 ROHN 2.5 X-STR 12'6- 12'1- 157.2 6.046 2.254 11.61 13.63 0.852 23/32" 3116' K=1.00 T6 170 - 150 ROHN 3 STD 13'4- 12'9- 132.0 8.569 2.228 12.56 19.09 0.658 3116' 19/32" K=1.00 T7 150 - 130 ROHN 3 STD 14'2- 13'8- 141.3 7.477 2.228 13.84 16.66 0.831 17132" 13/32" K=1.00 T8 130 - 110 ROHN 3 STD 15'1- 147- 151.0 6.548 2.228 14.24 14.59 0.976 7/16' 11116' K=1.00 T9 110 - 90 ROHN 3 STD 161- 15'8- 161.8 5.707 2.228 14.21 12.72 1.117 11/16" 9/32" K=1.00 T10 90 - 70 ROHN 3 STD 244- 237- 121.7 10.090 2.228 21.87 22.49 0.972 9/16" 3/32" K--0.50 T11 70 - 50 ROHN 3 STD 25'1- 244- 125.7 9.456 2.228 22.57 21.07 1.071 5116' 7/16' K=0.50 T12 50 - 30 ROHN 3 STD 25'11- 25'2-3/4" 130.1 8.824 2.228 21.86 19.66 1.112 5/32" K=0.50 T13 30 - 0 ROHN 3 STD 35'2- 34'2- 116.3 11.039 2.228 30.30 24.60 1.232 9/32" 5/32" K=0.33 Crown Castle International 260 Ft Self Support Tower Structural Evaluation IETS Project Number 2003-70731 September 12, 2003 CC/ BU No. 812954 Page 13 Horizontal Design Data (Compression): Section Elevation Size L L. Kl/r F. A Actual Allow. Ratio No. P P. P ft ft h ksi in-' K K P. Tl 260 - 250 ROHN 1.5 STD 8'6- 4'1- 79.9 19.031 0.799 2.94 15.21 0.193 31132" 13116' K=1.00 T2 250 - 230 ROHN 1.5 STD 8'8-5/32" 4'1- 80.0 19.004 0.799 4.35 15.19 0.286 13/16" K=1.00 T3 230 - 210 ROHN 1.5 STD 1011- 4 9- 92.8 16.321 0.799 4.13 13.05 0.317 3116' 27/32" K=1.00 T4 210 - 190 ROHN 2 STD 12'1- 5 9- 88.2 17.319 1.075 5.65 18.61 0.304 9116" 15/32" K=1.00 T5 190 - 170 ROHN 2 STD 13'11- 68-58" 102.4 14.148 1.075 6.97 15.20 0.459 3/4" K=1.00 T6 170 - 150 ROHN 2 STD 165- 7'10- 119.7 10,429 1.075 8.23 11.21 0.734 5/32" 3116' K=1.00 T7 150 - 130 ROHN 2.5 STD 18'11- 9'1-3/16" 115.3 11.230 1.704 9.68 19.14 0.506 5/32" K=1.00 T8 130 - 110 ROHN 2.5 STD 21'5- 10'4- 131.1 8.682 1.704 10.47 14.80 0.708 5/32" 3116" K=1.00 T9 110 - 90 ROHN 2.5 STD 24'1/8" 11'7- 147.5 6.866 1.704 10.89 11.70 0.931 11/16" K=1.00 T10 90 - 70 ROHN 3 STD 25'3- I T3- 126.9 9.269 2,228 12.23 20.66 0.592 31/32" 23/32" K=1.00 T11 70 - 50 ROHN 3 STD 27'9- 13'S-58" • 138.9 7.740 2.228 13.45 17.25 0.780 31/32" K=1.00 T12 50 - 30 ROHN 3 STD 30'3- 14'8-58" 151.8 6.481 2.228 13.72 14.44 0.950 31/32" K=1.00 T13 30 - 0 ROHN 3 STD 32'11- 1615132" 165.4 5.456 2.228 15.48 12.16 1.273 3/4" K=1.00 Inner Bracing Design Data (Compression): Section Elevation Size L L. Kl/r F. A Actual Allow. Ratio No. P P. P ft ft ft ksi in' K K P. Tl 260 - 250 L2x2xl/8 41-1/4" 41-1/4" 128.9 8.985 0.484 0.05 4.35 0.012 K=1.00 T2 250 - 230 L2x2xl/8 44-3/32" 4'4-3/32" 131.0 8.700 0.484 0.08 4.21 0.018 K=1.00 T3 230 - 210 L2x2xl/8 5'19/32" 5'19/32" 152.4 6.430 0.484 0.07 3.11 0.023 K=1.00 T4 210- 190 L2x2xl/8 623/32" 623/32" 183.0 4.459 0.484 0.10 2.16 0.045 K=1.00 T5 190- 170 L2x2xl/8 6'11-78" 611-78" 211.1 3.352 0.484 0.12 1.62 0,074 K=1.00 T6 170 - 150 L212x21/2x3/16 8'2- 8'2- 199.1 3.767 0.902 0.14 3.40 0.042 17/32" 17/32" K=1.00 77 150 - 130 L3x3x3/16 915- 9'5- 190.5 4.113 1,090 0.17 4.48 0.037 17/32" 17/32" K=1.00 T8 130- 110 L3 120 12x1/4 1018- 1018- 185.2 4.352 1.690 0.18 7.35 0.025 17132" 17/32" K=1.00 T9 110 - 90 L3120 12x1/4 12' 12' 207.5 3.467 1.690 0.19 5.86 0.032 K=1.00 T10 90 - 70 ROHN 3 STD 12'8- 12'8- 130.6 8.751 2.228 0.21 19.50 0.011 1/32" 1/32" K=1.00 T11 70 - 50 ROHN 3 STD 13'11- 13'11- 143.5 7.250 2.228 0.23 16.16 0.014 1/32" 1/32" K=1.00 T12 50 - 30 ROHN 3 STD 15'2- 15'2- 156.4 6.104 2.228 0.24 13.60 0.017 1/32" 1/32" K=1.00 T13 30 - 0 ROHN 3 STD 16 5-78" 165-78" 170.1 5.164 2.228 0.27 11.51 0.023 K=1.00 Crown Castle International 260 Ft Self Support Tower Structural Evaluation IETS Project Number 2003-70731 September 12, 2003 CC/ BU No. 812954 Page 14 Tension Checks Leg Design Data (Tension): Section No. Elevation ft Size L L. ft ft KI/r F. ksi A in-' Actual P K Allow. P. K Ratio P P. Tl 260 - 250 ROHN 3 STD 10' S' 51.6 30.000 2.228 4.35 66.85 0.065 T2 250 - 230 ROHN 4 STD 20' 68-1/32" 53.0 30.000 3.174 28.40 95.22 0.298 T3 230 - 210 ROHN 5 X-STR 20'15/32" 68-5/32" 43.6 30.000 6.112 56.80 183.36 0.310 T4 210 -190 ROHN 6 EHS 203/8" 68-5/32" 36.0 30.000 6.713 84.68 201.40 0.420 T5 190 -170 ROHN 6 X-STR 2919/32" 10'1/4" 54.8 30.000 8.405 107.13 252.15 0.425 T6 170 -150 ROHN 8 EHS 20'19/32" 10'3/8" 40.6 30.000 9.867 136.75 296.00 0.462 T7 150 -130 ROHN 8 X-STR 20119/32" 1013/8" 41.8 30.000 12.763 167.58 382.88 0.438 T8 130 - 110 ROHN 8 X-STR 20'19/32" 193/8"' 41.8 30.000 12.763 198.59 382.88 0.519 T9 110 - 90 ROHN 8 X-STR 20'23/32" 193/8" 41.8 30.000 12.763 227.70 382.88 0.595 T10 90 - 70 ROHN 10 EHS 20'19/32" 2919/32" 65.9 30.000 14.003 241.47 420.10 0.575 . Tl 1 70 - 50 ROHN 10 EHS 20'19/32" 2919/32" 65.9 30.000 14.003 269.53 420.10 0.642 T12 50 - 30 ROHN 10 EHS 20'23/32" 2U23/32" 65.9 30.000 14.003 297.67 420.10 0.709 T13 30 - 0 ROHN 12 EH 30'31/32" 3931/32" 83.3 30.000 19.242 323.58 577.27 0.561 Diagonal Design Data (Tension): Section Elevation Size L I~ Kl/r F. A Actual Allow. Ratio No. P P. P ft ft ft ksi in' K K P. Tl 260 - 250 ROHN 2 STD 67-3116' 64-9116' 97.3 30.000 1.075 4.52 32.24 0.140 T2 250 - 230 ROHN 2 EH 7'11-17/32" 77-7/16" 119.3 30.000 _ 1.477 7.96 44.32 0.180 T3 230 - 210 ROHN 2 STD 84-5/16" 8' 121.9 30.000 1.075 6.54 32.24 0.203 T4 210 -190 ROHN 2 EH 9'2-78" 8'10-3/32" 138.4 30.000 1.477 8.12 44.32 0.183 T5 190 -170 ROHN 2.5 X-STR 12'6-23/32" 12'1-3/16" 157.2 30.000 2.254 11.43 67.61 0.169 T6 170 -150 ROHN 3 STD 13'4-3/16" 12'9-19/32" 132.0 30.000 2.228 12.33 66.85 0.184 T7 150 -130 ROHN 3 STD 14'2-17/32" 13'8-13/32" 141.3 30.000 2.228 13.53 66.85 0.202 T8 130 - 110 ROHN 3 STD 15'1-7/16" 14'7-11/16" 151.0 30.000 2.228 13.85 66.85 0.207 T9 110 - 90 ROHN 3 STD 16'1-11116' 15'8-9/32" 161.8 30.000 2.228 13.75 66.85 0.206 Tl0 90 - 70 ROHN 3 STD 24'4-9/16" 23'7-3/32" 243.3 30.000 2.228 21.22 66.85 0.317 Tl 1 70 - 50 ROHN 3 STD 25'1-5/16" 24'4-7/16" 251.3 30.000 2.228 21.85 66.85 0.327 T12 50 - 30 ROHN 3 STD 25'11-5/32" 257-3/4" 260.2 30.000 2.228 21.08 66.85 0.315 T13 30 - 0 ROHN 3 STD 35'2-9/32" 34'2-5/32" 352.4 30.000 2.228 29.34 66.85 0.439 Horizontal Design Data (Tension): Section Elevation Size L L. KI/r F. A Actual Allow. Ratio No. P P. P ft ft ft ksi in' K K Po Tl 260 - 250 ROHN 1.5 STD 8'6-31/32" 4'1-13/16" 79.9 30.000 0.799 2.98 23.98 0.124 TZ 250 - 230 ROHN 1.5 STD 8'8-5/32" 4'1-13/16" 80.0 30.000 0.799 4.37 23.98 0.182 T3 230 - 210 ROHN 1.5 STD 191-3116' 4 9-27/32" 92.8 30.000 0.799 4.12 23.98 0.172 T4 210 -190 ROHN 2 STD 121-9/16" 59-15/32" 88.2 30.000 1.075 5.65 32.24 0.175 T5 190 -170 ROHN 2 STD 13'11-3/4" 68-58" 102.4 30.000 1.075 6.90 32.24 0.214 T6 170 -150 ROHN 2 STD 165-5/32" 7'10-3/16" 119.7 30.000 1.075 8.20 32.24 0.254 T7 150 - 130 ROHN 2.5 STD 18'11-5/32" 9'1-3/16" 115.3 30.000 1.704 9.69 51.12 0.190 T8 130 - 110 ROHN 2.5 STD 21'5-5/32" 10'4-3/16" 131.1 30.000 1.704 10.52 51.12 0.206 T9 110 - 90 ROHN 2.5 STD 24'1/8" 11'7-11/16' 147.5 30.000 1.704 10.98 51.12 0.215 T10 90 - 70 ROHN 3 STD 25'3-31/32" 12'3-23/32" 126.9 30.000 2.228 12.25 66.85 0.183 Tl 1 70 - 50 ROHN 3 STD 27 9-31 /32" 13'5-58" 138.9 30.000 2.228 13.25 66.85 0.198 T12 50 - 30 ROHN 3 STD 30'3-31/32" 14'8-58" 151.8 30.000 2.228 13.46 66.85 0.201 T13 30 - 0 ROHN 3 STD 32'11-3/4" 1615/32" 165.4 30.000 2.228 15.47 66.85 0.231 Crown Castle International 260 Ft Sell Support Tower Structural Evaluation IETS Project Number 2003-70731 September 12, 2003 CC/ BU No. 812954 Page 15 Inner Bracing Design Data (Tension): Section Elevation Size L L. Kl/r Fa A Actual Allow. Ratio No. P Pa P ft ft ft ksi in, K K Pa Tl 260 - 250 L2x2xl/8 43-1/4" 43-1/4" 81.8 21.600 0.484 0.05 10.46 0.005 T2 250 - 230 L2x2xl/8 44-3/32" 44-3/32" 83.2 21.600 0.484 0.08 10.46 0.007 T3 230 - 210 L2x2xl/8 5'19/32" 5'19/32" 96.7 21.600 0.484 0.07 10.46 0.007 T4 210 - 190 L2x2xl/8 623/32" 623/32" 116.2 21.600 0.484 0.10 10.46 0.009 T5 190- 170 L2x2x1/8 611-7/8" 611-78" 134.0 21.600 0.484 0.12 10.46 0.012 T6 170 -150 1212x212x3/16 8'2-17/32" 8'2-17/32" 126.7 21.600 0.902 0.14 19.48 0.007 37 150 -130 L3x3x3/16 9'5-17/32" 9'5-17/32" 120.9 21.600 1.090 0.17 23.54 0.007 T8 130 -110 L3 120 12x1/4 10'8-17/32" 10'8-17/32" 117.9 21.600 1.690 0.18 36.50 0.005 T9 110 - 90 L3 120 12x1/4 12' 12' 132.1 21.600 1.690 0.19 36.50 0.005 T10 90 - 70 ROHN 3 STD 12'8-1/32" 12'8-1/32" 130.6 30.000 2.228 0.21 66.85 0.003 Tl l 70 - 50 ROHN 3 STD 13'11-1/32" ITI1-1/32" 143.5 30.000 2.228 0.23 66.85 0.003 T12 50 - 30 ROHN 3 STD 15'2-1/32" 15'2-1/32" 156.4 30.000 2.228 0.24 66.85 0.004 T13 30 - 0 ROHN 3 STD 163-7/8" 165-78" 170.1 30.000 2.228 0.27 66.85 0.004 Section Capacity Table Section Elevation Component Size Critical P SF•Part- Pass No. n Type Element K K Capacity Fail Tl 260 - 250 Leg ROHN 3 STD 1 0.73 53.72 12.0 Pass Diagonal ROHN 2 STD 14 4.58 21.96 20.8 Pass Horizontal ROHN 1.5 STD 7 2.94 20.28 14.5 Pass Top Girt ROHN 1.5 STD 6 3.04 20.37 14.9 Pass Inner Bracing L2x2xl/8 26 0.05 5.80 0.9 Pass T2 250 - 230 Leg ROHN 4 STD 28 31.13 101.02 30.8 Pass . Diagonal ROHN 2 EH 33 8.04 20.66 38.9 Pass Horizontal ROHN 1.5 STD 31 4.35 20.25 21.5 Pass Inner Bracing L2x2xl/8 40 0.08 5.62 1.3 Pass T3 230 - 210 Leg ROHN 5 X-STR 67 61.09 206.29 29.6 Pass Diagonal ROHN 2 STD 77 6.61 13.65 48.4 Pass Horizontal ROHN 1.5 STD 70 4.13 17.39 23.7 Pass Inner Bracing L2x2xl/8 81 0.07 4.15 1.7 Pass T4 210 -190 Leg ROHN 6 EHS 106 91.07 236.06 38.6 Pass Diagonal ROHN 2 EH 111 8.24 15.35 53.7 Pass Horizontal ROHN 2 STD 109 5.65 24.81 22.8 Pass Inner Bracing L2x2xl/8 120 0.10 2.88 3.4 Pass T5 190 - 170 leg ROHN 6 X-STR 145 116.61 264.24 44.1 Pass Diagonal ROHN 2.5 X-STR 155 11.61 18.16 63.9 Pass Horizontal ROHN 2 STD 148 6.97 20.26 34.4 Pass Inner Bracing L2x2xl/8 157 0.12 2.16 5.6 Pass T6 170 - 150 Leg ROHN 8 EHS 172 149.28 338.65 44.1 Pass Diagonal ROHN 3 STD 177 12.56 25.45 49.3 Pass Horizontal ROHN 2 STD 175 . 8.23 14.94 55.1 Pass Inner Bracing L212x2120/16 184 0.14 4.53 3.1 Pass T7 150 - 130 Leg ROHN 8 X-STR 199 184.61 435.13 42.4 Pass Diagonal ROHN 3 STD 204 13.84 22.21 62.3 Pass Horizontal ROHN 2.5 STD 202 9.68 25.51 38.0 Pass Inner Bracing L3x3x3/16 211 0.17 5.98 2.8 Pass T8 130 - 110 Leg ROHN 8 X-STR 226 219.57 435.13 50.5 Pass Diagonal ROHN 3 STD 236 14.24 19.45 73.2 Pass Horizontal ROHN 2.5 STD 229 10.47 19.72 53.1 Pass Inner Bracing L312012xl/4 238 0.18 9.80 1.9 Pass T9 110 - 90 Leg ROHN 8 X-STR 253 253.06 435.09 58.2 Pass Diagonal ROHN 3 STD 263 14.21 16.95 83.8 Pass Horizontal ROHN 2.5 STD 262 10.89 15.60 69.8 Pass Inner Bracing L312012x1/4 267 0.19 7.81 2.4 Pass T10 90 - 70 leg ROHN l0 EHS 280 269.87 499.89 54.0 Pass Diagonal ROHN 3 STD 290 21.87 29.97 73.0 Pass Horizontal ROHN 3 STD 289 12.23 27.54 44.4 Pass Inner Bracing ROHN 3 STD 293 0.21 26.00 0.8 Pass T11 70 - 50 Leg ROHN 10 EHS 295 302.89 499.89 60.6 Pass Diagonal ROHN 3 STD 300 22.57 28.09 80.3 Pass Horizontal ROHN 3 STD 298 13.45 22.99 58.5 Pass Inner Bracing ROHN 3 STD 307 0.23 21.54 1.1 Pass T12 50 - 30 Leg ROHN 10 EHS 310 336.12 499.87 67.2 Pass Crown Castle International 260 Ft Self Support Tower Structural Evaluation IETS Project Number 2003-70731 September 12, 2003 CC/ BU No. 812954 Page 16 Section Elevation Component Size Critical P SF*Pdi— Pass No. ft Type Element K K Capacity Fail Diagonal ROHN 3 STD 315 21.86 26.21 83.4 Pass Horizontal ROHN 3 STD 313 13.72 19.25 71.3 Pass Inner Bracing ROHN 3 STD 322 0.24 18.13 1.3 Pass T13 30 - 0 • Leg ROHN 12 EH 325 368.95 704.32 52.4 Pass Diagonal ROHN 3 STD 330 30.30 32.79 92.4 Pass Horizontal ROHN 3 STD 328 15.48 16.21 95.5 Pass Inner Bracing ROHN 3 STD 337 0.27 15.34 1.7 Pass Summary Leg (T12) 67.2 Pass Diagonal 92.4 Pass T13) Horizontal 95.5 Pass T13) Top Girt 14.9 Pass Tl) Inner 5.6 Pass Bracing (T5) RATING = 955 Pass ee w Nz N N h U W y Im O N s C y e ea w N h f I 2 W N aLU h 4 4 Z 6i C O IIr N xx M FP J IJ 2 QF 16 sW Pt gg 9 m 2e0.0n 11j`'\ l26o.on DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Mount-1TT-Fmms 0 Seders 200 DecibelD584MM 180 DecbNDB868DG86r3E6X 260 Mani-17T-Fn 0Sedars! 100 a) Decibel DB060DGB5TXSX M 6 Koh Paebmt Dishw! 103230.0n 0 Decibel 08858DG85M.SX 260 aedo"e DecWDBe70H105 280 R)Pcs)=S-Is-• 150 v.... R) Decibel DB878H106 200 ajPCSXDrlb18-• 160 R) DecibelDBB78H106 200 Mast -17T-Frwm (3Solos) 1 7......' Decibel DB224 280 2) PCSX006-1&' 16060 210.0n 6 High PAoemeecs Dishvd 2D8 10' Geld Dish (100D.2700M t0D Fbdone DecibelASP456 50 4) DsciDsl DBBMH80 180 Mount - 3' leeSwdel 60 4 Declbsl DB844fRD 180 MATERIAL LIST 190.0n MARK SIZE MARK SIZE A IROHN3STD C IROHNIASTD 1 B IROHN26TD MATERIAL STRENGTH GRADE I YIELD I GRADE I YIELD 170.0n I A672.60 160kel TOWER DESIGN NOTES 1. Tower designed fora 100 mph basic wind in accordance with the TIA/EIA-222-F Standard. 150.0 n J 2. Deflections are based upon a 50 mph wind. 3. TOWER RATING:95.5% 1.9,91. A 110.011 e0.0n 70.0n v................... 5 J ............... J` MAX PIER FORCES: DOWN., 414 K 30.0R UPUFF 382 K SHEAR: 53 K AXIAL 75 K MOMENT SHEAR 12363 kip R 81 K IIf iii 0.0n / TORQUE 21g0-R REACTIONS -100 mph WIND JETS, AC 129 Greenwich Rd Charlotte, NC Phone:(704)522-1131 FAX: 704 522-1280 2003-70731 BU# 812954 "Sanford" I T4&w/e C- ocate w7r Ci ec Crown Castle Irnemational Dee W-Binh Vo d: code' TIA/EIA-722-F 0i :09/12/03 w- NTSEgND-ElPelh: 15 Plot Plan Total Area - 0.11 Apes y fro, OT i. SSf %1 EYBffW. ... ___.... _.... V epe Elwr•O IF"Ir i 1646 r 368314- es"r 1S JETS, AC 129 Greenwich Rd Charlotte, NC Phone: (704)522-1131 FAX 704 522-1280 2003-70731 BU# 812954 "Sanford" Piojs°` TWoule Co--ara W70" h: cCrown Castle International °IIb5'•Binh Vo roP'a Code' TIAIEIA-222-F D" 09/12J03 snb. NTS Pelh: D- NO- E-2 IN TWEIA-222-F -100 mph Leg Capacity Leg Compression (i ) LETS, AC 129 Greenwich Rd Charlotte, NC Phone: (704)522-1131 FAX: 704 522-1280 2003-70731 BU# 812954 "Sanford" P'00d: r-Mobfie Col —le TOM Clbrt Crown Castle International DmwnW-slnh Vo j PO: Coos' TIAIELA-222-F Ds":09/12/03 s"'': NTS D- ND- E-3 TWEIA 222-F -100 mph Maximum Vahies Vx — Vz _._.__....... Wk — Mz a O m W Global Mast Shear (IQ 50 ,00 21 I 21U I I i I i nv N! i I I I I I I i I I I I I i I a i I 00 D 5000 ,o000 15000 LETS, P.G 129 Greenwich Rd Charlotte, NC Phone: (704)522-1131 FAX: 704 522-1280 2003_70731 BU# 812954 "Sanford" 101 TWoaia C04—ste Wr 01"t' crown Castle International Dm"n W-Binh Vo ApPd• ooar TIA/EIA-222-F D`09/12J03 C1s: NT5 POIN D- ND, EA 2 W TMVEIA 222-F - Service - 50 mph Mwdmum values Deflection (in) Tilt (deg) 2 0 6 250 210 17 1 2-WL- 13011 11 i I i i i30' II Twist (deg) IETS, AC 129 Greenwich Rd Charlotte, NC Phone:(704)522-1131 FAX: 704 522-1280 2003-70731 BU# 812954 "Sanford" PmJ•d: TWobtle Co-1oearo 617C" o Crown CesUe Intemetional 1 —w-Binh Vo APPb_ 0o0e' TIA/EIA-222-F D-;09/12/03° s'a; NTS TWO ND E-5 e W Feedline Distribution Chart 0' - 260' Ibxnd Fkt App In Foos App OW F-o- Tmm Lop Face A Face B Face C ,W 2W 2W tpv tpv 1W tell 17U 1W- I MW i tall tav I I ttvi I itty tov eo W M ev so sa lslr e LETS, AC- 129 Greenwich Rd Charlotte, NC Phone:(704)522-1131 FAX: 704 522-1260 2003-70731 BU# 812954 "Sanford" ol.d: T-moule data E470" a°" Crown Castle International a'" W- Binh Vo Appd: COd-: TIAIEIA-222-F D-:09/12103 NTS IPWL DwgN-• E-71 Str+ess'Disbibution Chart 0' - 260' 100% 75%-100%150%-75%1 < 50% Overstress Face A a W Face B Face C i JETS, AC 129 Greenwich Rd Charlotte, NC Phone: (704)522-1131 FAX: 704 522-1280 2003-70731 BU# 812954 "Sanford" 10Je t: Tarrobire co -Locate 'Mr cbrc Crown Castle International I°irnq'• Binh Vo nvnv_ TIA/EIA-222-F Ds1 :09/12/03 Oa-' NTS Dv N°. E-8 APPENDIX B SID, EXISTING 18 @ 1-5/8"o -iu ;4tiu Existing Cables SIDE A STING NEXTEL @ 1-5/8"0 TO 180' XISTING CINGULAR @ 1-5/8"0 TO 260' 1 @ 1/2"0 TO 50' SIDE B T-Mobile Co -Locate E470" CASTLE NTERNATIONAI 0 A6E Industrial Engineering and Testing Services, P.C. 129 Greenwich Road Charlotte, NC 28211 Ph:(704)522-1131 Fax:(704)522-1280 ORIGINAL PROPOSED T—MOBILE DRAWN BY: Binh Vo 12 @ 1 5/8" 0 TO 150 O CHECKED BY: W. A. Griswold pp EXISTING NEXTEL DRAWING DATE: 940-03 p,, n ,/-12 @ 1-5/8"0 TO 180' 812954 SITE NAME SanfordSIDECILSITEINFORMATIONpp260' Self Support Tower 3051 Narcissus Avenue Sanford, FL18 000005 EXISTING CINGULAR @ 1-5/8"0 TO 260 EXISTING & RESERVED CINGULAR 1 @ 1-5/8"0 TO 260' 1 @ 1/2"0 TO 50' 1 @ 7/8"0 TO 100' DRAWING TIME This Illustration Must 1 @ EW52 TO 208' Cable Routing Drawing DRAWING NUMBER ZIBeShownOnALLProposed & Reserved Cables Construction Drawings. 2003-70731-01 0 Wind Speed Criteria Florida t": tri Iwr MriaMbome-Dos dl"16a1.5 IMOO&AMOMM740 110r 1MbOrCO t 1 Mbdww gkow BUIC MU foal$ 2)M*iRtt* wk= fIkSE, =' & rlS ltide019 OOf il bl0 b5 COI F Qifli 8. al ee e#mi k 3ocie rott yE nwer sin Md ? AIL RNM INS STATE OF FLONDA VMND4MM AM REGON 4 @AMC VMV WEED TABLE 1606.1.6.1 Equivalent Basic Wind Speeds 3 sec. gust 85 90 100 105 110 120 125 130 140 145 150 fastest mile 70 75 80 85 90 100 105 110 120 125 130 State of Florida. Basic Wind County Note* Sneed (MPH) ALACHUA 2 95 BAKER 2 90 BAY 2 100 BRADFORD 2 95 BREVARD 2 105 BROWARD 2 115 CALHOUN 2 100 CHARLOTTE 2 105 CITRUS 2 100 CLAY 2 95 COLLIER 2 110 COLLTM 3 A 2 90 DADE 2 115 DE SOTO 2 105 DDUE 2 100 DUVAL ' 2 95 ESCAM 31A 2 100 FLAGLER 2 100 FRANKLIN 2 105 GADSDEN 2 95 GILCHRIST 2 95 GLADES 2 100 GULF 2 105 HAMILTON 2 90 HARDEE 2 100 HENDRY 2 105 HERNANDO 2 105 HIGHLANDS 2 100 HILLSBOROUGH 2 105 HOLMES 2 95 INDIAN RIVER 2 105 JACKSON 2 95 JEFFERSON 2 95 LAFAYETTE 2 95 LAKE 2 100 LEE 2 105 LEON 2 95 LEVY 2 100 LIBERTY 2 l00 MADISON 2 95 Basic wind speeds shown are fastest mile wind speeds State of Florida. Basic Wind County Note* Sneed (MPH) MANATEE 2 105 MARION 2 100 MARTIN 2 105 MONROE 2 120 NASSAU 2 95 OKALOOSA 2 l00 OKEECHOBEE 2 100 ORANGE 2 100 OSCEOLA 2 100 PALM BEACH 2 110 PASCO 2 105 PINELLAS 2 105 POLK 2 100 PUTNAM 2 95 SAINT JOHNS 2 100 SAINT LUCIE 2 105 SANTA ROSA 2 100 SARASOTA 2 105 SEMINOLE 2 100 SUMTER 2 100 SUWANNEE 2 90 TAYLOR 2 100 UNION 2 95 VOLUSIA 2 100 WAKULLA 2 100 WALTON 2 100 WASHINGTON 2 95 Section 16 / TIAJEIA-222-F SPECIFICATIONS REFERENCE: aw r rflo.wrw\a srw, ffa lp CARRIER RESPONSIBILITIES a. foewals m K w.a wow . o wwln wwfw roe f>rr afoin, a.sleia rmw a\s In ae.) a o wowlw ' a ws Mn ua a os el CONTRACTOR COAXIAL RESPONSIBILITIES alurwf on e`\/I r \a folao o/\rown r a I ww r fu f.m wo\a arin r a mra/oeflat rlow/ o fr•/fM1 A ww/I{ OIOM Ofr @Iw\ rf111111P f1mIK f/m wpm n awP a awesI,F/ np M IJIVti1 N M awN Mr11auo /O omfros fwoa rR.lo w r/YUo w wrfncla aeiol \er r w mf/aw Is walo mi/lafr maoolw arra-rsr rra m^a TlrlRlrr•a T TJ r1fT/fT!/ orrarao r--nor.. arts r-'c rTa rza wlm.m Wfllm IUM aA ELEVATION D. DATE DE CRVION1 wIsx s $ Rmo a ML xxo: A . d. ®comas A O7A,16 wETDLK O1DE ) iFRYM1,N6 AT IHS IfVa DENOTES CEEDLAE ME ES) CONIMUNG ID WEI` LLLLVVFFLL FOR CIARDY. CErN..c ARE NOT TD SCARE MANESS UNR:RI]RlA. TOWER &A NORMAL LEVEL- SD NOW TD DRG LO-D CDR CAKE BRACKET DETARS AND NOES. NOTE: REAR TO M"FACILROQ CUISNECM FOR ANIENNAL MDLWM OwENSOW AND ROOM LEVEL DRAWING COLOR CODE OIwOM Ran Av-RD R LEGEND: TYPICAL ANTENNA MOUNTING LOCATION TO BE VERRGL. FOI ILIED SAWLARD MOVE K ANGLE MIN (-) 9O WTDIMS P DR LESS ENIER DEGREE ANGLE G. CLfl. ELIY. ROSE RASE MAGNEW NOUN WE 000411CFORMANORMRTM DMNI (WHIP) Oh" (WHIP) DISHINVERTED) I (UPRIGHT) ELLV. PANEL IIt OIwN O erYono r . mwnrw twin wo r w rlAm amass w uN s m wNs M MAOY tOgO n NMMM wLNLn M OwN) N1. O M NwA IBM DRAWNW. VAWEVE O*WDBY: OWN DMW WDATE: VIR M w T Am AFMMTDN ALDOCO: TOR AIDRMI@ INU M f E ONE SMRORD NAINLU UNIT NINRR MEW BI[ ADDRESS wMA RMCNIM AVEIRE w MINCL COLINTY MN RQl ORE QD FT LEVEL p4M NNRN Al-1 A A E PROJECT DRAWNBT; VAMM CHECKEDOW. cm DRAWNG CATE: "MM ALAmcok IVA ALAMIDATE: 11MM BAICFOM n" YIEtm.. LWW,Or^ FL32M ODWOOLE Coulm DM Iwo mu 100 Fr LEVEL I swo vikom AI-2 K M 'I" A YDDEl 1L7 N Slff(ND. WM CODE EIFY. SMIE' AYRiER A No Am Dam mmem-LY r or I-W I Iw-e EffiIM NO wti ®D0m T-1 I l•) B rD am E¢>Q W11eNQ-W IT r 1-yM I IRvt DmITC b C W, WOO cam owsQ-W r r I -fir I Ir4 Dow 10 L D YD ma mm Ds1emE-W IF r I-wr I Ir-r DDmO b K E M mm Data DDNemio[-W or 214. I-W I I/-r Dow 10 J F Ip Holm TIC mwm-r' IF EIr I-yr 1 IDD-r Own 10 A G ,o mm eDm momm-n r fK I-yr I IITr-r com w A B H YD WIND on>a upeQ-W if EIF I-yr I Iw-w Dow 10 b mm 0mm OTDIew-v r SV I-'qr I IVd cam ND C J 1p Nam KM MWM-W IF Ev I-Wr I iw-r Offw is D K Io mm Dann W"W-n IF 3V 1-Wr I 1Dr-r now IO L Ip NOM DCSR m"w-n IF ETr 1-vr I 1Dr-r D101110 0 H G F E DUNNESS LW:012M TOM IMA NOMOML LEVEL- Too LEGEND: FEEDLINES NOTES: LEGEND: TYPICAL ANTENNA MOUNTING LOCATION DENOTES TEEDISNE CARE(S) W TILT TEM MIND AT THIS LEVEL ASyNE IF TO RE YE..AL. T. . DEMOTES FEEDUE "lE(S) ANTENNAS TILTED SIITW RO AWACOWOUNDTONEATW) U PRECEDE ANGLE WM (-) SIGN lS DlrmLl). AIODIMf r OR LESS FOR CU1Nn, ARE DORM MT, ENTER DCCREE ANGLE EIEV. NOT TO SC,E ONLY. [. CASE ElEV El1V. 16'Ot TO OrC. LD-! FOR UM AT SHYCAREDRAOLETDETAILSANDDENOTES: WGNETC 1WMNOTE, K AZRAJbt SEE MAGNETIC NORM NOTE: REFER TO IMNIFACTIREAS ORSEETS FOR ANTENNAS, YOUMIS, DEVIATION FOR TINE NORTH OMNI (WHIP) OMNI (WHIP) DIMENSIONS AND WORM (INVERTED) (UPRIGHT) DISH PANEL r LEVEL DRAWING 1 ML eras • mnom Ar a iam®ern. ,cw a a w nNRAaIdampswuss m wsn OA7A M NAaIOI fawwD M a1Oler0M M l,n EI DRAWNDY IAMVE CEO(EDDY: CM DRkWNGDATE: 21MM1 SO[ aw NFDIa1LTm AUOTTCO: TWA ALUTDAIS: 11ON11 sIE ILIIIE I se ETa ,A 1 NUYNR. I MEIf1 WE ADO6S 3M NARCOMAVENLIE AANFORIA FL 32M IEwMQECQIM7Y IOA 190 FT LEVEL e¢T MMKO A1-4 RSMFSS UNO:5125DA TONER IMA NOMINAL LEVEL: 163 END: FEEDLINES ooatFs FEEDUNE tARE ET TERWMATNIO AT IWS DMTES FEEDL1E CA=) CONIMYND TO NEXT FOR CLARITY. FEEDUMES ARE NOT TO SCALE RETER TO OSC. LID-5 FOR CURE SMIOTET DETAILS AND NOTES. NOTE: REFER TO IMAKFAC11JR011 NISEM FOR ANTENNAS. MOUNTS, DIMENSIONS AND NEIGNIS LEVEL DMWNG POS Al CUSTOMER Yf6 11DDEL- R7 W yE-111 COLOR CODE ELEV. Sig A to mamw MRX w-FOWL . w I-w 1 ISY4 own ITES: LEGEND: TYPICAL ANTENNA MOUNTING LOCATION r TILT EME W TO BE VERTICAL. FOR MIENNMSTILTEDSRAMD ASOME PRECEDE ANDLE MTN (-) SIGN NIL AN7 OAS O OR LESS IN 7. ENTER DEGREE NIDIE FLLV. or. ELLV. RASE f1EV AZ SAYNDZMAGNETICNOMN ARTION MIT TRUE NORM DYNI (WHIP) OMNI (WHIP) INVERTED) (UPRIGHT) DBN PANEL W E T A ! E PROJECT 1M OM C / fAN1NRAM N/ / M FRE wsmr s M aAANmmSYL.NMwM LwO w n NNN.uRNJ>.mnMN a r s +r orac M N/AN1W EAAMO iEl O M A/NRM CRAWNBY: MMEVE CJECAEDBY. OWN DRAWING DATE: SU N1 AUDITGATE: ARSIM MT[ MLYE RAIIOFOO MEW N[ ADOR—W WH NAM AVENUE SANFOIO, fi MMT SOSLSLE COIpNY LWA low YALE 163 FT LEVEL ISM NAAMER Al -9 A t E PROJECT / M wws AY/ M Ot ANAp r M OAR . A eea® NAGY rM iw r M ao Y n NAt.ln oeE+s w w< r r ww,o M Ie.eYtw wMA.w .1rwineMwmN i t CRAWRBY: VAWM CEO(EDBY. OM OMWNGDATE: MAMI 122lEMAR NtiR — ADMIMIE: 1/#M 611E M.E YIDEDRD M6K6 I.0 IA.VSN MIEN ALAsORM UHKWMM I AVE" MKOw, EL UM IMECOMTY OM sKM mu 2W Ff LEVEL 1Am mum A1-5 lmKm 7 BUSNESS UN11:9171154 TDKR &A WU ML IEVR 253 NOTE: REFER TO I~ACIU1106 CUI94Mn FOR AMEN%%& MOUNTS DIMENSDNS AND WEIM N LEVEL DRAWING VOL AI U Mfll IU06 R7 K 4.ff1N0. DOIOR CODE E1FV. DA1F' A Bn We Kwo m Nm MNENTTm r Ar I-ve D) W-r On= N B m WE WAMN KM comma-9 r Nr I-ve (1) ar-W Dow N • . ., ..., > .... C b Wa mm m Nam NMmum IF Jr 1-yr D) W-W oalw 10 p O WE N URM K= 0111NNIN-9 IF 9r 1-vr (1) nr.c owu o E E NO Wa NumuN Km NMDrsnmT r Ir 1-TK DD ar-0r ON1w a IAsteroPROU T 0 r r wo Ae n town F No D/R aumw am Dawns -TN r Ir I-AFr (1) ar4 Do1D ND .e xx neMo'm .o Ir.eem ..NUT K NAImAwANsrINcaFADL Cj r WQ MUM Non NOoalTmt IF IV 1-AIr M W-r DOTS 10 w:; f":Jv'; •.•> vz:'L^'4 k<S H 0 Wd mmo m Nam mma-9 r w I-yr (1) ar-e n1lw No 1P Will NOM M NRm W21-A r IV I-vr (1) Tr-r now b J 116 WR BUNI I Nmm amNNmW IF 20 I.vr (Il mr.r Dane b iv E K NWWa m mum Nmn NM1111106-9 IF EK I-mr (1) W-W Dow In L 0 DIN KAMM min. moms m r w I-Ve 0 W-r now ID M a WE in"" NEW NTTDNN-a r M I-yr (1) W-9 cant DRAWN W. WREVE CK(KEDBT: Clot DMWNO DATE: 660MN I BE AM WONAUM AID1TC& TM AUNTGTE: 1700N LEGEND: FEEDLINES NOTES: LEGEND: IYPIGL ANTENNA MOUNTING LOCATION Ism wm OEADTES 1gOvt GBL[(5) ANT TILT SWORD1EAINNTNOATTINSLEEVV(EE(Lly ASSWE r TO K MEAl10Y: FOROOONIW: T1) .9 LiE11E1.) ANTE1wLS MTED MV&MlD AMIIE NiFla IMT MAIK1 ff PRE= ANGLE MM (-) SSN 913MfuT1. ANEW 0 OR IESSODrllhT, ENTER DIgQ AI10.[ r. FOR aAJmT, FIbJII[S ARE ELEV. Ent A0N116i NOT TO SOME ONLT. DLCV. MSE DEW EIEV. WNNAnC0NNAVEWE Wank R snm Rolm TO Orb. 10-5 FOR MN AZ NAm 1d NdE COUYTT CANE BRAtnn OETAAS AND KNDIM MCNIC NORM 9[n fIRENDIES. KMJTH: SEE MCkrfe ITT" WMAICN INEFORTNORM OMNI (WHIP) OMNI (WHIP) DISH PANEL 253 fi LEVEL INVERTED) ( UPRIGHT) 9rn rI11Nw A1- 6 D BMWIESS U1111:1111211134 TOM &.A LrOELIW LEVELE)RAWING DOW j Qzmmm Sur" 1 wC MODEL I AZ 1 TECH j 1111501 slEIZ on A No 1-mm ISO IMPOSE) mtvmm F93110111-111-1 a ISO! myrits 2 I-W a D 0 I-mm ISO mwm cuumus KSAM-18-2 a ISO, 2 I-%w 0 E a I -Lou PhD PROF= CUstow PCLINO ll.) in m I .............. We 2 I ............. 1-10 0 H 1i-* I -ow ISO N&IM ISAII'mm FCSM-AO-1 1a 1 1-10 0 I.I= to Romp cummss FCNI.-Wi NO 1311 Was I I-W 0 E................................................. 1- .................................... L a I-d= w ISM= 130,1110121 PtMib-il-I W am Iva a I-vr 0 NOTE: PON AZ DOWITIP MACIVIC NORTH AZIMUM; SEE MCNIETIC WCQI1W OEVullpl FOR 1N1E NORM LEGEND: FEEDUNES LEGEND: TYPICAL ANTENNA MOUNTING LOCATION DDIGIES rEEDUME CAKE(S) OMNI WARTED OMNI UPRIGHT DISH PANEL 1EAkWATNC Al THIS 0 DENOTES rEEDIJCOODIPPLAWToNEATEIP FOR CLARIff. rEEDUNIES ARE mf- NOT TO SCALE REFER TO D1110r, 1D-5 F NormCOALE BRACKET DETAILS AND BlY A. E PROJECT 0 wnat11M1wK n1R A A "POW"CO 771 YY Mk%VMDATE: RYRRO Ism Am wommirm MADITC11, ALOT DATE: WE aw swm Iswasom PAII IA11m 1113111" t-. AMFIAE SAWVWFL3YM KLE CMNTT Ism au 1150 FT LEVEL low PAWN I A1-7 A2E47O-A I P IF P .`l IT #_,.0 -4 * 3,4 Cl it OF SANFORD W/ R E L E S S OFFICE" o CON WEST SANFORD CROWN CASTLE SITE #: 812954 3051 NARCISSUS AVENUE SANFORD, FLORIDA PROPOSED COMMUNICATION FACILITY CO -LOCATE ON 254' LATTICE TOWER JURISDICTION. • CITY OF SANFORD SECTION 22, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA GENERAL NOTES I STRUCTURAL NOTES I UTILITIES I VICINITY MAPS I LOCATION MAP '( I. ALL REFERENCES TO OWNER HEREIN SHALL BE CONSTRUED TO MEAN vOICESTREAu TAMPA/ORLANO O INC. OR IT'S DESIGNATED REPRESENTATIVE. 2. WORK PRESENTED T DRAWINGS MUST T Y TALLESEEDONTHESEORNGTTRCOMPLETEDBTHECONTRACTORUNLESSNOTEDOTHERWISE. THE CONTRACTOR MUST HAVE CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS KNOWLEOGEABIE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE STATE AND/OR COUNTY IN WHICH IT IS TO BE PERFORMED. 3. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS. OR IN THE SPECIFICATIONS, THE FOLLOWING NOTES SHALL APPLY TO TIE MATERIALS LISTED HEREIN, AND TO THE PROCEDURES TO BE USED ON THIS PROJECT. 4. ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED EXACTLY AND SHALL SUPERCEDE ANY CONFLICTING NOTES ENCLOSED HEREIN. 5. IT IS THE CONTRACTOR'ESSOLERESPONSIBILITYTODETERM6 ERECTION PROCEDURE AND SEOUENCE TO NSURE THE SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS OUR94G ERECTION AND/OR FIELD MODIFICATIONS. THIS INCLUDES. BUT IS NOT LIMITED TO. THE ADDITION OF WHATEVER TEMPORARY BRACING,GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. 6. ALL DIMENSIONS. ELEVATIONS. AND EXISTING CONDITIONS SHOWN ON THE DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE TESTING AGENCY PRIOR TO BEGINNING ANY MATERIALS ORDERING. FABRICATION OR CONSTRUCTION WORK ON THIS PROJECT. ANY DISCREPANCES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND THE OWNER'S ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS TO PROCEED WITH THE WORK. THE CONTRACT DOCUENTS DO NOT NOICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT TIE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS. METHODS, TECHMOLIES. SEOUENCES. AND PROCEDURES. OBSERVATION VISITS TO THE SINE TEBYTHEOWNERAD/OR THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. 7. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD OUAITY,FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND DUALITY OF THE MATERIALS AND EOUPMENT BEING SUBSTITUTED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, ANO SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT TARS PROJECT MID RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL. STATE. AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WORK. 9. ALL WORK SHALL BE COMPLETED N ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL BUILDING CODE. 10. ALL PROPOSED CELLULAR EOUIPMENT AND FIXTURES SHALL BE FURNISHED BY OWNER FOR INSTALLATION BY THE CONTRACTOR, UNLESS SPECIFICALLY NOTED OTHERWISE HEREIN. U. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK SCMEDULE AND MATERIALS ACCESS. WITH THE RESIDENT LEASING AGENT FOR APPROVAL. 12. RADIO EOUPYENT INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 1. DESIGN REOUREMENTS PER FLORIDA BUILDING CODE (CURRENT EDITION) AND THE EWTIA-222-F STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. 2. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AI. S.C. SPECIFICATIONS FOR STRUCTURAL STEEL BULDNGS- ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE AI. S.C. CODE OF STANDARD PRACTICE. 3. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A26 ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE 8. ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 4. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAI WELDING SOCIETY ( AWS) 0.1.1.96. STRUCTURAL WELDING CODE -STEEL WELD ELECTRODES SHALL BE E70XX. 5. ALL COAXIAL CABLE CONNECTORS ANO TRANSMITTER EOUPMENT SHALL BE AS SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL FURNISH ALL CONFECTION HARDWARE REOORED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE STAINLESS STEEL. 6. NORTH ARROW SHOWN ON PLANS REFERS TO TRITE NORTH. CONTRACTOR SHALL VERIFY NORTH AND INFORM OWNER OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. 7. ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED N ACCORDANCE WITH THE REOUIREMENTS OF A0318 AND AC1301,AND SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI(U.O.N.). CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL UNLESS OTHERWISE NOTED. MINIMUM CONCRETE COVER SHALL BE 3 INCHES UNLESS OTHERWISE NOTED. 8. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 60. DEFORMED BILLET STEEL BARS. WELDED WRE FABRIC REINFORCING SHALL CONFORM TO ASTM A185. 9. THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE LATEST AI.S.C. SPECIFICATIONS. 10. ALL CONNECTIONS NOT FULLY DETAILED ON THESE PLANS SHALL BE DETAILED BY THE STEEL FABRICATOR N ACCORDANCE WITH ALLS. C. SPECIFICATIONS. 11. HOT-OIP GALVANIZE ITEMS SPECIFIED TO BE ZINC -COATED. AFTER FABRICATION WHERE PRACTICAL. GALVMA21NG: ASTM A 123. ASTM, A 153/A 153M OR ASTM A 653/A 653M, G90, AS APPLICABLE. 12. REPAIR DAMAGED SURFACES WITH GALVANIZING REPAIR METHOD AND PANT CONFORMING TO ASTM A 780 OR BY APPLICATION OF STICK OR THICK PASTE MATERIAL SPECIFICALLY DESIGNED FOR REPAIR OF GAL VANIZNG. CLEAN AREAS TO BE REPAIRED, AND REMOVE SLAG FROM WELDS. HEAT SURFACES TO WHICH SICK OR PASTE MATERIAL IS APPLIED WITH A TORCH TO A TEMPERATURE SUFFICIENT TO MELT THE METALLICS. IN STICK OR PASTE. SPREAD MOLTEN MATERIAL UNIFORMLY OVER SURFACES TO BE COATED AND WIPE OFF EXCESS MATERIAL. 13. CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S INSTRUCTIONS/ SPECIFICATIONS IF NO INFORMATION IS CONTAINED N THESE PLANS OR F THE MANUFACTURER' S SPECIFICATIONS ARE STRICTER. SYMBOLS Al ETAIL NO. THIS SHEET NO. REVISION NUMBER SHEET NO. DETAIL IS LOCATED ON CONTRACTOR SHALL CONTACT A SUBSURFACE UTILITY LOCATOR FOR LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. LOCATION OF EXISTING SEWER, '"TER LINES, GAS LINES. CONDUITS OR OTHER 7 T UNDERNEATH. OR OTHERWISE T OF PROPOSED SRUCURESACROSS. UHNOE NE 0 HE KE ALONG HE LINE SILO WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND IF SHOWN ARE ONLY APPROXIMATELY CORRECT. CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR VERIFYING LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES (INCLUDING TEST PITS BY HAND F NECESSARY) IN AREAS OF CONSAR TRUCTION PRIORTOSTTINGWORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, OR IF THERE APPEARS TO BE A CONFLICT. FOR ASSISTANCE IN LOCATING EXISTING UTILITIES CALL "NO CUTS".I-800-432-4770. CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS WITH APPROPRIATE UTILITY OWNERS AND CONSTRUCTION MANAGER. DAMAGE BY THE CONTRACTOR TO UTILITIES OR PROPERTY OF OTHERS, INCLUDING EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE REPAIRED TO PRE CONSTRUCTION CONDITIONS BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CLIENT. FOR GRASSED AREAS SEED AND MULCH SHALL BE ACCEPTABLE. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER. THE REOUREMENTS FOR AND LIMITS OF OVERHEAD AND/OR UNDERGROUND ELECTRICAL SERVICE. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF NEW UNDERGROUND TELEPHONE SERVICE WITH THE TELEPHONE UTILITY AND THE OWNER'S REOUREMENTS. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED AND TESTED SATISFACTORY PRIOR TO COMMENCING ANY PAVING OPERATIONS WHERE SUCH UTILITIES ARE WITHIN THE LIMITS OF PAVEMENT. PERMITS CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM ALL APPLICABLE GOVERNMENTAL AGENCIES. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REOUIREMENTS OF THE PERMITS. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND THE AC131B-95, BUILDING REOUREMENTS FOR STRUCTURAL CONCRETE". THE CONTRACTOR SMALL NOTIFY THE APPLICABLE JURISDICTIONAL (STATE, COUNTY OR CITY) ENGINEER 24 HOURS PRIOR TO THE SECINNING OF CONSTRUCTION. THE CONTRACTOR SHALL REWORK (DRY, SCARIFY, ETC.) ALL MATERIAL NOT SUITABLE FOR SUBGRADE IN ITS PRESENT STATE. F THE MATERIAL, AFTER REWORKING, REMAINS UNSLUTA13LE THEN THE CONTRACTOR SHALL UNDERCUT THIS MATERIAL REPLACE WITH APPROVED MATERIAL AT HIS EXPENSE. ALL SUBGRADES SHALL BE PROOF ROLLED WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK PRIOR TO PAVING. ANY SOFT MATERIAL SHALL BE REWORKED OR REPLACED. THE CONTRACTOR IS REOURED TO MAINTAIN ALL DITCHES, PIPES, AND OTHER DRAINAGE STRUCTURES FREE FROM OBSTRUCTION UNTIL WORM( IS ACCEPTED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN DRAINAGE STRUCTURES N OPERABLE CONDITION. ALL MATERIALS AND WORKMANS14P SHALL BE WARRANTED FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE. ALL DIMENSIONS SHALL BE VERIFIED WITH THE PLANS (LATEST REVISION) PRIOR TO COMMENCING CONSTRUCTION, NOTIFY THE OWNER IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED. THE CONTRACTOR SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY GOVERNING AGENCY INSPECTORS. f Gf+ T : aI dTA 4,iS ll4 AM0, i\ PROJECTTEAM ENGINEER KG TECHNOLOGIES. INC. 10150 HIGHLAND MANOR DR SLATE 120 TAMPA, FLORIDA 33610 CIVIL ENGINEER: DARRYL J. KROEZE, P.E. FL. LICENSE NO.53092 ELECTRICAL ENGINEER: LUIS G. VARGAS. JR. P.E. FL. LICENSE NO. 52139 DRAWING SHEET NO: TITLE T-1 ....... TITLE SHEET C-1 ....... COMPOUND DETAIL C-2 .... I.. DETAILS S-1 ....... DETAILS E-I ....... POWER AND TELCO PLAN E-2 ...... GROUNDING PLAN z" ti.. W WAY JJxA: - l] I P I P I I I JLa N WWZLa 2 0: W SyWN ' 0 Y } rm ED m O W a as U 2re w—s m re ZWO2O3 322 oN. E3c=AgwMJil' nFssH4 FENGINEER DARRYL J. AROM, PE FL LICENSE NO.: 53092 TINS IRAWW, 6 THE PRIN"TY OF TI 5MWEYOIVENM[EN NO MAY NOT K USED ON RENOIX)KO RNTHml NS/M NVKSSEO ATT( N A[RMS$l GATE, S- W-a3 KOAGR NAAIR[ R, 100320378 smT TITLE TITLE SHEET s[Er T—' EXISTING TRANSFORMER EXISTING LANDSCAPING - SECTION 22, TOWNSHIP 19 SOUTH, RANGE 30 EAST SEMINOLE COUNTY, FLORIDA EXISTING EQUIPMENT SHELTER EXISTING WAVEGUIDE BRIDGES EXISTING EOUPMENTSHELTER EXISTINGEOUIPIENT SMELTER 1 Em SITE PLAN SCALE: AS NOTED N NOTE: NO SURVEY WAS PERFORMED ON THIS SITE. ALL EXISTING FEATURES ARE AN APPROXIMATE LOCATION. MEASURED IN THE FIELD BY KCI TECHNOLOGIES. INC. NO FLOOD ZONE INFORMATION WAS PROVIDED FOR THIS SITE. SITE DATA 1, PARCEL ID NUMBER: 22-19-30.5AO-0000.0280 ZONING: PD (PLANNED DEVELOPMENT) VOICESTREAM LEASE AREA: 252 SF PROPOSED IMPERVIOUS AREA:80 SF (i1 TOWER OWNER :CROWN CASTLE INTERNATIONAL. INC TOWER OWNER ADDRESS :2000 CORPORATE DRIVE CANONSBURG. PA 15317 2. VEHICULAR USE: APPROXIMATE ONE TO THREE SITE VISITS PER MONTH. 3. WATER AND SEWER: COMMUNICATION FACILITY SHALL NOT BESERVICEDBYWATERORSEWER. a. USE: UNMANNED TELECOMMUNICATIONS RELAY EOUIPMENT, 2.65' EXISTING ACCESS GATE EXISTING 8' CHAINLINK FENCE W/ 3 STRANDS OF BARB WIRE PROPOSED VOICESTREAM METER AND DISCONNECT ATTACH ON BACK OF PROPOSED UTILITY POLE NATURAL LANDSCAPE EXISTING SELF -SUPPORTED TOWER C—EXISTING CONCRETE EOUIPMENT PAD PROPOSED WAVEGUIDE LADDER PROPOSED VOICESTREAM WAVEGUIDE BRIDGE I PROPOSED VOICESTREAM roi H-FRAME Y PROPOSED 12'x2r VMESTREAM LEASE AREA LEGAL DESCRIPTIONS PROVDEO BY OTHERS. S PROPOSED 6.7'XI2.0' VOICESTREAM EOUPMENT PAD. FFE rABOVE GRADE I l 5. STORM WATER MANAGEMENT: SITE SHALL COMPLY WITH ALL STATE ANDLOCALJURISDICTIONSTORMWATER REGULATIONS. 6. PROPOSED ANTENNA INSTALLATION SHALL NOT INTERFERE WITH NORMAL RADIO AND TELEVISION RECEPTION IN THE VICINITY, 7. SETBACKS FROM EQUIPMENT PAD TO COMPOUND FENCE NORTH.................................. 59.a• SOUTH.................................. 5.4•. EAST.................................. 3.7•- WEST.................................. 27.0•• PROPOSI PROPOS) PROPOSI T/TOWER ELEV.• 254' NOTE L ELEVATION SHOWN FOR REFERENCE ONLY. DO NOT USE FOR 02ENS101WIG COMPOUNDTOWER ELEVATION NOTE 2 NOT TO SCALE E XISTNG ANTEINAS AND EOUPEENT NOT SHOWN FOR CLARITY. 20 0 10 20 AO FOR 24-.36- DRArWEGS GRAPHIC SCALE: IINCH • 10 FEET FOR IT-.17- ORAmEGS GRAPHIC SCALE: I " • 20 FEET o u 3DU VT2 N ; p p U Q KO o p DO NV1 p ZN 0 0 g p a TREAM ASr TREAAI ANTENNAS 12 SECTORIZED AT 0'. 12 SECTORIZED AT 120' L 2 SECTORIZED AT 2+0-. TING SYSTEM AND OUPEMENTS WITH TSTRUCTKA MANAGER ING. SEE Q 0 o j Z CC mALrS158rZ (n 0 0 I±+ C o N N Z Q gyLL IOU= Q m c ~ LL VERIFY EXACT Qy CABLE WIT THE URER PRIOR TO CONSTRUCTION y EXISTING CHAINLINIE FENCE G y E3 N LL WM OLL 4 N aNN Q3 0 3 ENGINEER: DARRYL J. KROEZE, PE FL LICENSE NO.: 53092 TH6 DFIAR 6 T,E PROPERTY OF Tn SIRVE YORi(NDm(ER AND MAY NOT TIE USED OR KWOOLCED WITHOUT HSn[ EXPRESSED WRIITEN PERWSSION. SCALEAS NOTED DATE — 03 AD" N R 10032037B Y [ T TITLE COMPOUND DETAIL s Efl C- 1 TYPICAL ANTENNA MOUNTING DETAIL NOTE NOT TO SCALE CONTRACTOR SHALL VERIFY ALL PROPOSED INFORMATION WTH VOICESTRAM WIRELESS CONSTRUCTION MANAGER. TYPICAL COAX LAYOUT NOT TO SCALE OAXIAL RUNS ROPOSEO WAVEGUOE LADDER IN OUTSIDE OF TOWER FACE POLEFOR MOUNTINGANTENNA 0 TERRACOM RIGHT \\ ADAPTERR (TYP) AIA 3'JUMPER 13.1 RY - JUMPERS NOTES: t. ANTENNAS TO BE PLACED TO ACHEIVE MAXIMUM HORIZONTAL SEPERAT ION 2.ELEVATION SHOWN IS OF REAR OF ANTENNA ARRAY. 3. JUMPERS ARE TO BE RUN AS IN DIAGRAM ABOVE COAX RUN DETAIL NOT TO SCALE COMSAT ANTENNA PCSX-065-18-02 TYP O_ ZON DC N N ; O jU A-7 A"2 o O 0: O o 7 NN TOWER O N PROPOSED CABLE n nLADDERTOBE UTILIZED. COAX TO o 0 BE PLACED DIRECTLY o a BEHIND EXISTING o COAX LINES. a a pMIDDLEANDLOWER GROUND BAR IN LINE Z WITH LADDER. JJ WN 0 0Z ZW Q_ Y In 4 Q CD Y In Q m O W Z3 yU OQ: O w U Q. aQ SfClO GROUND BUS BAR a- e ITYP. I PER ANTENNA zZ (o SECTOR) O x; 2 ro ZwWZO u Q V 202^C Ql- J7=aG Z Z O n Jw = g y m ANTENNA LOCATION TO DETAIL® qus a FNOTSCALEIYYQe- oCOMSAT ANTENNA PCSX- 065-18-02 TERRACOM RIGHT ANGLE ADAPTER ( TYP) A A182A2B JUMPER LNA 6' 1 RY JUMPER (MAIN c 6') RY TO FEED LNAI JUMPERS CONNECTORS ( TYP) T/ R T/ R/RMAIN FEEDER MAIN FEEDER TTYP) TYP) COMSAT ANTENNA DETAIL NOT TO SCALE GROUND BAR BEAM CLAMP TO TOWER) GROUND CLAMP ABOVE CABLE HOIST HANGER COAXIAL CABLE ip- CABLE HOIST AT MID POINT OF VERTICAL COAX MOUNT AT MID POINT OF VERTICAL RUN NOT TO SCALE i IF14 y y. W W ms H try t$ OQ o z Li , y sI- 3LLI QO 3 11 ENGINEER: DARRYL J.EROEZE,PE FL LICENSE NO.: 53092 TARS p1A 6 IK RIOPERTv D< In SUrr` ' CAANGKER .D Y NDT BE USED M KP"DUCED WTHDUT HS/K tiPRESSED " TTEN PEIIrSV SCALE- AS N01[0 DATE 9'04&03 a aoerAA99ER. 10032037E vc[ 1 nn[ 1 DETAILS 9' 7 D Sn[ Ci w 111 C- 2 GALVANIZED PIPE CAP ml GALVANIZED PIPE POST CHANNEL SUPPORT KIT . MODEL NO. 81211 AS MFR'O BY MKROFLECT OR APPROVED EOUAL SNAP -ON STAINLESS STEEL CLAMPS 6 a COAXIAL CABLE 14 GALVANIZED UNSTRUT— — CHANNEL 6 COLOR CODE: SECTOR A:REO (R) SECTOR 8: YELLOW (Y) SECTOR C: BLUE (8) 24" GRPSTRUT R4 Y4 B '/2" DIA . IS- LONGGALVANIZEDTHREADED ROD WITH NUTS ANDR3 -Y3qB3I WASHERS FOR EACH ENO GALVANIZED 3" SCHED 40 PPE POSTS TO BE PLACED ON ALTERNATING SIDES OF THE WAVEGUOE BRIDGE 0 4'-0" C-C EMBED POST A MINIMUM OF I 24" INTO PIER I II i I CONCRETE PIER Li 3000 PSICONCRETE) COORDINATE COORDINATE INSTALLATION W/ CONSTRUCTION MANAGER 0.. WAVEGUIDE CHANNEL SUPPORT DETAIL NOT TO SCALE TYPICAL BTS CABINET SLAB DETAIL NOT TO SCALE NOTE: CONTRACTOR SHALL VERIFY ALL VOICESTREAA EOIAPMENT SPECIFICATIONS PRIOR TO INITIATION OF CONSTRUCTION ACTIVITIES. 3 BTS CABINET (TYPICAL) 0 EXPANSION BOLT OR 0 0 SLEEVE ANCHOR. EMBED MINIMUM 3 1/4" (FOR THE AC/TELCO 0 EQUIPMENT, PROTRUDE I" INTO THE O CABINET). PROVIDE ONE BOLT PER CABINET CORNER (TYPICAL OF 4). N a CABINET MOUNTING FRAME n TYPICAL) W o G T0 N T/ CONCRETE PAD O O1 9 J WJWz w YZ G D A A IA C TY M Q6" MINIMUM m p w CONCRETE MOUNTING EDGE DISTANCE 3. Y o DETAIL FOR BTS CABINET a m itCL NOT TO SCALE q h W 12" CONCRETE SLAB WITH FIBERMESH t4 REINFORCEMENT AND A LIGHT BROOM FINISH. COAX SUPPORT T' CHAMFER 12" Iy at ITOPOFSLAB0: gg A to EXISTING GRADE a Ty .• ...••. ^A',i 3i• ` a WPREPAREDSUBGRADECOMPACTEDJ / \/ `\ .. 3TO952RELATIVEDENSITY O O^ 3 BTS EQUIPMENT SLAB DETAIL CONCRETE NOT TO SCALE PAD NOTES: 1. CONCRETE SHALL CONFORM TO THE SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING. AC1301-89. CONCRETE SHALL BE MADE WITH STORE AGGREGATE AND SHALL DEVELOP A 4,000 PSIMNEAIM COMPRESSIVE STRENGTH IN 28 OAYS.CONCRETE SHALL BE TESTED TO VERIFY 4.000 PSICOMPRESSIVE STRENGTH WITH FIBER MESH REINFORCEMENT, 2-CONCRETE MIX DESIGN: 6-' ft .y MINIMUM PER CUBIC YARD. 5" MINIMUM 7" MAXIMUM SLUMP. 4" MAXIMUM! AGGREGATE. 3.EXACT POSITION OF BTS CABINETS ON SLAB SHALL BE DETERMINED IN THE FIELD. 4.COAX SUPPORTS TO BE SUPPLED AND INSTALLED BY CONTRACTOR. S.CONCRETE PAD IS DESIGNED TO BEAR ON 2000 PSF SOIL BEARING CAPACITY TO BE VERIFIED AT TIME OF EXCAVATION BY A SOILS ENGINEER REGISTERED IN THE STATE OF FLORIDA, ENGINEER: DARRYL J. K ROEZE, PE FL LICENSE NO.: 53092 TINS DRAo.4 S TI[ PROKRTY OF TIC SMIY[TOR/(MOLER AMO W MOT fX uwa OR R(RROO=o wT.WT Hi/Km XMSYO RMTT[IM KRMSSOK I SC/al At MDf[D I OAT[ 2-OA•O7 ODOR KAQM 10032037E S[[T TrtLE i DETMLS O f S--1 e, NOTES: SCOPE 1. METER AND DISCONNECT MUST BE LABELED w/BLACX PLASTIC TAG SHALL INCLUDE ALL LABOR, MATERIALS AND APPLIANCES REQUIRED FOR THE FURNISHING, w/wNITE LETTERS. LABEL SHOULD READ VONCESTREAM AND INCLUDE INSTALLING AND TESTING. COMPLETE AND READY FOR OPERATION OF ADDRESS OF SITE. ALL WORK SHOWN ON THE DRAWING AND AS SPECIFIED HEREIN 2. WHERE CONDUIT SIZE BELOW GRADE DIFFERS FROM SIZE 1. ELECTRIC SERVICE ENTERING METER,PROVOE REDUCER TO ACHIEVE TRANSITION. 2. CONDUIT AND RACEWAY 3. CONDUCTORS 4, MISCELLANEOUS MATERIALS (SWITCHES. BOXES, ETC.) 5, TELEPHONE SERVICE 6. ALL WORK SHALL BE DONE BY QUALIFIED PERSONNEL. CODES INSTALLATION SHALL COMPLY (IN EFFECT AT TIME OF CONSTRUCTION) TO THE REQUIREMENTS OF ALL RULES. REGULATIONS, AND CODES OF LOCAL. STATE. AND FEDERAL AUTHORITIES HAVING JURISDICTION. CONFORM TO THENATIONALELECTRICALCODEANDALLRULES. ORDINANCES OF THE SERVING UTILITY COMPANIES. OBTAIN, PAY FOR AND DELIVER ALL PERMITS, CERTIFICATES OF INSPECTIONS. ETC. REQUIRED BY THE AUTHORITIES HAVING JURISDICTION DELIVER ALL CERTIFICATES TO OWNER AFTER FINAL ACCEPTANCE OF WORK. TESTING UPON COMPLETION OF THE INSTALLATION, OPERATE AND ADJUST ALL EQUIPMENT AND SYSTEMS TO MEET SPECIFIED PERFORMANCE REQUIREMENTS. ALL TESTING SHALL BE DONE BY QUALIFIED PERSONNEL. GUARANTEE Z; IN ADDITION TO THE GUARANTEE OF THE EQUIPMENT BY THE MANUFACTURER, 3" EACH PIECE OF EQUIPMENT SPECIFIED HEREIN SHALL ALSO BE GUARANTEED ZZ. FOR DEFECTS OF MATERIAL OR WORKMANSHIP OCCURRING DURING A PERIOD OF ONE (1)YEAR FROM FINAL ACCEPTANCE OF THE WORK BY THE OWNER. REPAIR Y OR REPLACE ALL DEFECTIVE PARTS OR SYSTEMS DURING THE GUARANTEE PERIOD WITHOUT EXPENSE TO THE OWNER. ALL WARRANTEE CERTIFICATES AND GUARANTEES FURNISHED BY THE MANUFACTURERS SHALL BE TURNED OVER TO THE OWNER. PROPOSED UTILITY POLE CONDUCTORS TO UTILITY SOURCE BY UTILITY CO.). CONDUCTOR SIZES TO MATCH LOAD (MIN WIRE SIZE 303 AWG). POWER CO. METER PROVIDED AND INSTALLED BY vn POWER CO. BACKBOX PROVIDED AND INSTALLED o BY THE CONTRACTOR. COORDINATE NO. OF JAWS AND BY-PASS WITH THE UTILITY COMPANY. METER BONO 6 DISCONNECT BOND. 02 AWG BARE. TINNED, w M SOLID COPPER. 2'• RGS NIPPLE WITH 303 AWG 02 AWG BARE. TINNED. SOLID COPPER METER AND SWITCH BOND SERVICE ENTRANCE FUSED DISCONNECT 2P, 200 AMPS FUSED O 200 RAPS IN A NEMA 3R ENCLOSURE. 5 EXPOSED CONOUIT:RGS 2 PVC EXAMINATION OF SITE IIPRIORTOBEGINNINGWORK, THE CONTRACTOR SHALL VISIT THE SITE OF THE JOB AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS 08 AWG SERVICE GRO2IU -__—_- -_---_ AFFECTING THE PROPOSED ELECTRICAL INSTALLATION AND SHALL MAKE IN I" PVC. PROVISIONS AS TO THE COST THEREOF. FAILURE TO COMPLY WITH THE INTENT OF THIS PARAGRAPH WILL IN NO WAY RELIEVE THE CONTRACTOR OF a _ VOICESTREAM SERVICE ENTRANCE PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM GROUND ROOS. 6'-10' APART, OR SYSTEMS. i x & COPPERGROUNDPOO MATERIAL AND EQUIPMENT MATERIAL AND EOUPAN MENTINSTALLEDASAPARTOFTHEPERMANENTINSTALLATION SHALL BE NEW UNLESS OTHERWISE INDICATED OR SPECIFIED AND SHALL BE LISTED BY A NATIONAL REGISTERED TESTING LAB, FOR ABBREVIATIONS INSTALLATION IN EACH PARTICULAR CASE WHERE STANDARDS HAVE BEEN ESTABLISHED ALL ELECTRICAL MATERIAL SHALL BE MARKED AND IDENTIFIED INCLUDING WARNING LABELS AND SIGNAGE PER NEC. AFG - ABOVE FINISHED GRADE NEMA - NATIONAL ELECTRICAL AWC - AERICAN WIRE GAUGE MANUFACTURERS ASSOC)ATON CUTTING, PATCHING AND EXCAVATION: BFG - BELOW FINISHED GRADE NO. NUMBER COORDINATION OF ALL SLEEVES, CHASES. ETC., WILL BE REOUIRED PRIOR BTS - BASE TRANSCEIVER STATION PVC - POLYVINYL CHLORIDE TO THE CONSTRUCTION OF ANY PORTION OF THE WORK. ALL CUTTING AND C - CONDUIT TGB - TOWER GROUND BAR PATCHING OF WALLS. PARTITIONS. FLOORS, AND CHASES IN CONCRETE, EGR - EXTERNAL GROUND RING TYP - TYPICAL WOOO, STEEL OR MASONRY SHALL BE DONE AS PROVIDED ON THE DRAWINGS. GRD - GROUND NFSS - NON -FUSED SAFETY SWITCH NO STRUCTURAL MEMBER MAY BE CUT WITHOUT APPROVAL FROM A STRUCTURAL MGB -MAN GROUND BAR RCS - RIGID GALVANIZED STEEL ENGINEER. ALL NECESSARY EXCAVATIONS AND BACK FILLING INCIDENTAL TO THE WORK ES SPECIFIC T T ER THE RA M E NEC - NATIONAL ELECTRICAL CODE UCINILSCALLYNOEO0NWISEONDWING. S ALL B PROVIDED BY THIS CONTRACTOR. RACEWAYS UTILITY APPROVED METER BY UTILITY) ALL CONDUCTORS SHALL BE INSTALLED IN CONDUIT. ALL CONDUIT SHALL BE RIGID GALVANIZED STEEL, SCHEDULE 40 PVC OR ELECTRICAL METALLIC TL181NG EMT) AS INDICATED ON THE DRAWINGS. WHERE INSTALLED ON ROOFS OR EXPOSED TO DAMAGE, ALL CONDUIT SHALL BE RIGID GALVANIZED STEEL OR EMT. ALUM" CONDUIT SHALL NOT BE ALLOWED. EMT MAY BE USED IN ALL OTHER ABOVE GROUND LOCATIONS, UNDERGROUND CONDUITS SHALL BE RIGO GALVANIZED STEEL OR SCHEDULE 40 PVC AS INDICATED ON THE DRAWINGS. PROVIDE INSULATED BUSHING FOR ALL CONDUIT TERMINATIONS. ALL ALL CONDUIT RUNS SHALL USE APPROVED COUPLINGS AND CONNECTORS. CONDUIT RUNS IN A WET LOCATION SHALL HAVE WATERPROOF FITTINGS. PROVIDE SUPPORTS FOR ALL CONDUITS IN ACCORDANCE WITH NEC REQUIREMENTS. ALL CONDUITS SHALL BE SIZED AS REQUIRED BY NEC. SERVICE GROUND CONDUCTORS CONDUCTOR TO MAN SERVICE GROUND: FURNSH AND INSTALL ALL CONDUCTORS CALLED FOR ON THE DRAWINGS. 04 AWG ALL CONDUCTORS SHALL BE TYPE THHN/THWN, 175 DEGREE) INSULATION, RATED FOR 600 VOLTS. ALL CONDUCTORS SHALL BE COPPER, THE USE OF CONDUCTORS SHALL NOT BE ALLOWED. ALL CONDUCTORS SHALL EXISTING SERVICE BEALUMINUM ALISTEDADSHALLBEPROVIDEDANDINSTALLEDASFOLLOWS: GROUND ROD 303/0 L 106 GRD.NI- 2" PVC CONDUIT A MINIMUM WIRE SIZE SHALL BE 012 AWG. B. ALL CONDUCTORS SIZE OB AND LARGER SHALL BE STRANDED. 2 POLE.4 WIRE 200- CONDUCTORS SIZED •10 AND SMALLER SHALL BE SOLO OR AMP 120/240V STRANDED EXCEPTASNOTEDONDRAWING. RECEPTACLE FOR C. CONNECTION FOR 010 AWG AND SMALLER SHALL BE BY TWISTING PORTABLE GENERATOR IN WEATHERPROOF TIGHT ANOINSTALLINGINSULATEDPRESSUREORWIRENUTENCLOSURE. CONNECTIONS. D. CONNECTION FOR OB AING AND LARGER SHALL BE BY USE OF STEEL GENERATOR RECEPTAC. CRIMP -ON SLEEVES WITH NYLON INSULATOR. GROUND: *4 AWG. TO CINGULAR WIRELESS ALL CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC STANDARDS. THE RACEWAY SYSTEM SHALL BE COMPLETE BEFORE INSTALLING CONDUCTORS, GROUNDINGALL ELECTRICAL NEUTRALS, RACEWAYS AND NON -CURRENT CARRYING PARTS OF ELECTRICAL EQUIPMENT AND ASSOCIATED ENCLOSURES SHALL BE GROUNDED IN ACCORDANCE WITH NEC ARTICLE 250. THIS SHALL INCLUDE NEUTRAL CONDUCTORS, CONDUITS. SUPPORTS. CABINETS, BOXES. GROUND BUSSES, ETC. THE NEUTRAL CONDUCTOR FOR EACH SYSTEM SHALL BE GROUNDED BY ONE PONT ONLY. PROVIDE GROUND CONDUCTOR IN ALL RACEWAYS. VOICESTREAM SHALL PROVIDE CONTRACTOR WITH A COPY OF LATEST VOICESTREAM ST ANOARD CONSTRUCTIONDETAILS. ALL CONSTRUCTION SHALL COMPLYWITHLATESTVOICESTREAMSTANDARDCONSTRUCTIONDETAILS. UPON COMPLETION OF INSTALLATION. THE SYSTEM TO BE TESTED IN ACCORDANCE WITH VOICESTREAM STANDARDS. ALL CONNECTIONS TO GROUND BAR AND GROUND BAR MOUNTINGS. INCLUDING BOLTS. AND THE POINTS OF CONTACT BETWEEN DISSIMILAR METALS MUSTBECOATEDWITH "NO-OX.•' ALL MISCELLANEOUS NON -CURRENT CARRYING METAL ON THE SERVICE PACKS SHALLBEBONDEDUSING02AWG. BARE, TINNED. SOLID COPPER. CONNECTIONS SHALLBEEXOTHERMICWELDS. I T GROUND ROD. , I PROPOSED H- FRAME WITH AC CABINET u TO SERVICE: 120/240 VOLT, 10. 3W 200 AMP. CONDUCTOR SIZES TO MATCH LOAD ( MIN WIRE SIZE 303/ 0 AWG) PROPOSED METER AND DISCONNECT ON PROPOSED UTILITY POLE N COMPOUND 120/240V.. SERVICE ENTRANCE USED DISCONNECT2P, 200 AMPS FUSED O 200 AMPS IN A NEMA 3R ENCLOSURE. CASE BONO: 02 AWG BARE. TINNED. SOLID COPPER CONDUCTOR TO SERVICE GROUND. 120- 240 V_2P. 200 AMP SERVICE RATED DISCONNECT AND MANUAL TRANSFER SWITCH SUPPORT SUPPORT CABINET CABINET 2 w 7 p o_ PER MANUFACTURER' S SPECIFICATIONS o s z i 3 ELECTRICAL ONELINEDIAGRAMNOTTO SCALE M UTILITY SERVICES CONTRACTOR IS RESPONSIBLE FOR BRINGING POWER 4N0 TELEPHONE SERVICES TO vOi ICES THEAMS EQUIPMENT. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS WITH POWER COMPANY AND TELEPHONE COMPANY. CONTRACTOR SMALL INCLUOE THESE SERVICES IN HIS WORK . MINIMUM WIRE SIZE BASED ON TOTAL ANTICIPATED SERVICE IS SHOWN AS WELL AS APPROXI PROXIMATE DISTANCETO CLOSEST AVAILABLE SOURCE. AC CABINET W/2P , 200 AMP SERVICE DISCONNECT SWITCH, GENERATOR RECEPTACLE. SURGE ARRESTOR. AND LOAD CENTER INTEGRATED. TELCO INTEGRATED IN CABINET. 6"x6" x10'-0" CONCRETE POSTS EXTEND T- O"IN GROUND) TYPICAL OF 2) 11/2" SQUARE U-CHANNEL MOUNTED W/ BOLTS TO POST GENERATOR RECEPTACLE INMTS PROPOSED BT5 CABINE T 16 12 B 4 0 B 16 FOR 24" x36" DRAWINGS GRAPHIC SCALE: 1/8 - 1'-0_ FOR ll' xl7' ORArINGS GRAPHIC SCALE: 1/16" = 1'-0" PROPOSED PROPOSED PROPOSED BTS SUPPORT SUPPORT CARWET CABINET CABINET 0 0 CONDUIT TO BTS QTELCO CARNETS. PERMANUFACTURERS SPECIFICATIONS a(2)- I•• PVC TO SUPPORTCABINETS0.2" PVC IN FOR TELCO O(1). 2" PVC IN FOR POWER 9.2'• RGS FOR POWER NEW CONCRETE PAD 1.2" PVC CONDUIT TO EXISTING H- FRAME. SEE POWER AND TELCO PLAN THIS SHEET. 303/0 6 106 GRO. N 2" PVC CONDUIT TO H-FRAME. 181, MINIMUM 30' MINIMUM ______________ M .. I •• _ _________ T__-- EXISTNG ACCESS GATE 4 l 2" PVCTOEXISTINGTELCOSOURCE. PROPOSED POWER CO. METER SEE POWERTELCOPLANNUNS ) AND DISCONNECT MOUNTED SHEET FORDETAILSNE/ tON PROPOSED UTUTY POLE. 4 AWG COPPER FROM GENERATOR NSTALLEO BY UTILITY CO. RECEPTACLE TO VOICESTREAM GROUND RING. TELCO SERVICE CONDUIT. TELCO SOURCE TO BE SERVICE RACK RISER DIAGRAM DETERMINED AND VERIFIED NOT TO SCALE / MANAGEER SAND UTILITTYCO WADY LEGENDT— — T- TELEPHONE CONDUIT E--E- ELECTRICAL CONDUIT GROUND WIRE 8.® POWER CO. METER EXOTHERMIC WELD T GROUND ROD T INSPECTION WELL MECHANICAL TWO HOLE LUG NON -FUSED OISCONNECTA LINE. ENCLOSED FUSED DISCONNECTO LINE, ENCLOSED SPECIAL EQUIPMENT HOOK-UP E CONDUIT TERMINATION MWMUM NECESSARY FINISHr. RA)FUTILITY TRENCH DETAIL NOT TO SCALE ELECTRICAL SERVICE CONDUIT j 1- 2- PVC CONDUIT TO POWER SOURCE. EXISTNG POWER SOURCE TO BE DETERMINED EQUIPMENT AND VERIFIED BY VOICESTREAM SHELTER / I C 71ON MANAGER AND UTILITY I 2 3 II I EXISTING B' CHAINLrNK FENCE W/ 3 STRAINS OF W BARSWIRE EXISTING WAVECLIOE II BRIDGE EXISTNG CONCRETE EOUIPMENT PAD EXISTING SELF - SUPPORTED TOWER EXISTNG ' EQUIPMENT SHELTER EXISTINGGRAVEL ILI THROUGHOUT COMPOUND 7\""\ WARNING TAPE YELLOW AND BLACK) BURIED 12- BELOW FINISHED GRADE BACKFILL AND TAMP WITH MATERIAL REMOVED FROM TRENCH TELCO CONDUIT ( PVC) 12" MIN. SEPARATION POWER CONDUIT ( PVC) TAMPED OR UNDISTURBED z 9 04N N iZyp M1O u aa p 2 j O y1V1ON N W p n 0 p m J Vi J WUZKZN J Y m m c m O w a w cpL O L) o M0 wyo p Z WZOomNQry zo cdJcomOG ASgytJim 3ucz7 d U= Q Qy'z Yo 1- 0 QK PROPOSED WAVEGUOEjILADDER y QF PROPOSED WAVEGUOE Z O p IBRIDGEY%N2SU. o Xd 1 y WW/AD TELCO d aNW PROPOSEO BTS CABrETS 3 O j fPROPOSEO TD SUPPORT 3 T IX STUB-UP TELCO AND POWER CONOUITS APPROXYATELY 4- ABOVE GRADE ELECTRICAL ENGINEER POWER AND TELCO PLAN® LUIS G. V,LRGAS, JR, PE SCALE AS NOTED N FL LICENSE NO.: 52139 POWER AND TELCO Hs DRAW'5 "` °" OF"` uwYE »o — 1 III "oDRAWING NOTES UIHO<E. S[D 0t "EAraxaaD wnKAl I.Sn[I ES "1.11EM KINSS D (A-2" TELCO PVC CONDUIT FROM EXISTING scat As -,ED TELCO SOURCE TO TELCO TERMINAL BOX xrU c-ww ON PLATFORM. EXACTROUTINGTOBEDETERMINEDINTHE FIELD. 1 1 xa.tDa nr[" 10032037E 0 11)-2'• PVC CONDUIT FROM UTILITY SOURCE TO VOICESTREAM EQUIPMENTCABINET. SKEI "liE CONDUIT TO TERMINATEIN THE METER BOX ON THE 1\ EOLAPUFNT RACK. EXACTROUTINGTOBEPOWERANDDETERMINED IN THE FIELD. TELCO PLAN O} COORDINATE ALL REOUREMENTS WITH LOCAL SHEET UTILITIES, PRIOR TOINITIATIONOFCONSTRUCTIONACTIVITIES. PROVIDE CAREFUL EXCAVATIONS TO AVOID HITTNG OR DAMAGING L E-1 THE EXISTING UNDERGROUNDWORK. EXISTING ACCESS GATE - ` EXISTING B' CHNNNLK X x f W/ 3 STRANDS OF B EXISTING TRANSFORMER EXISTING GRAVEL — COMPOUND EXISTING LANDSCAPIN, ran EXISTINGEQUIPMENT SHELTER EXISTING WAVEGUIDE BRIDGES VEXISTINGSELF --SUPPORTED TOWE I E)OSTNGEQUIPMENT SHELTER EXISTING SERVICE ENTRANCE GROUND ROO v METER BOX AND DISCONNECT BOND m2 AWG BARE. TINNED. SOLID COPPER SERVICE ENTRANCETHE GROUNDJISDICTION) REOVINEOBYJURISDICTION) AWG SERVICE GROUND TO MAN SERVICE GROUND. PROPOSED POWER CD.HETER AND OISCOmECT ON PROPOSED UTILITr OIE. INS TALLIED By 0 I I J NOTE: DUE TO THE INDEPENDENT NATURE OF BOTH THE SERVICE GROUND AND THE EQUIPMENT BOND SYSTEM.THE CONTRACTOR SHALL TEST BOTH SYSTEMS AFTER INSTALLATION AND SHALL SHOW THAT BOTH SYSTEMS MEET THE 5 OHM OR LESS CRITERIA AND THAT THERE IS NO POTENTIAL DIFFERENCE BETWEEN THE TWO. NOTE THAT SOME JURISDICTIONS MAY REOUIRE A PHYSICAL CONNECTION BETWEEN THE 2 SYSTEMS. IN THESE CASES THE CONTRACTOR SHALL COMPLY BY CONNECTING THE 2 WITH A -SINGLE CONDUCTOR. " 02 AWG. BARE. TINNED, SOLID COPPER CONNECTED BY EXOTHERMIC WELD AT BOTH ENDS'. EXOTHERMIC WELD TO PROPOSEDGROUNDxDRINGEXISTING CONCRETE TOWER GROUND BAR BOND TO EQIPMENTPADGROUNDRING. N2 AWG BARE. PROPOSED WAVEGUIDE LADDER TINNED, SOLID COPPER. PROPOSED VOICESTREAM TOWER GROUND BAR / I rAvEGUlOE BRIDGE ll I EXISTING EQUIPMENT SHELTERI I WAVEGUIDE MOLRNTEO GROUND BAR CASE BOND: 02 AWG COPPER CONDUCTOR TELCO GROUND CONDUCTOR 04 AWG GENERATOR SERVICE GROUND CONDUCTOR. I PROPOSED VOICESTREAM I A2 AWG BONO (TYP.) GROUNDING PLANak \ I TO P EALPAATS WITHIN SCALE: AS NOTED I I PROPOSED vOKXSTREAM EOUPLENT PAD i 02 AWG CASE BONDS (TYP) X GROUNNGINSPECTION II SLEEVE. SEE DETAIL THIS SHEET. ( TYPICAL OF 3 MN.) MJ IJ 1 x O x LPROPOSED vOICESTREAM RING. DRIVING STUD 6 COUPLING (RE -USE GROUND 02 AWG BARE. TINNED ENGRAVED COVER MARKED FOR EACH INSTALLATION) GROUND SOLO COPPER. 30- BFG STAINLESS STEEL A ELECTRODE" WITHFINISHEDGRADEFLUSH D r-GRADE OR PAVING 02 AWG BARE TINNED, SOLO COPPERFORFENCEBOND. HARDWARE sm EXOTHERMIC WELD MAN GROUND CONDUCTOR CONNECTION SEEPLANOWG. FOR NUMBER SIZE OF CONNECTIONS GROUND ROO, " X 8'•0- o COPPERCLADSTEELGROUND INSPECTION WELL DETAIL NOT TO SCALE CONNECTION OF - ANTENNA ABLE GROUND KIT TO GROUND BAR TYPICAL OF SIX) SEE OETAIL THIS SHEET. BOLTED LUG FINISHED GRADE - EXOTHERMIC WELD TO BURIED GROUND - RINGS. CONNECTIONS TO GROUND RING SHALL BE AS DIRECT AS POSSIBLE WITH MINIMUM BENDS. TYPICAL TOWER EXIT BAR DETAIL NOT TO SCALE U o m - i SELF - SUPPORTED TOWERFOR 24".36" DRAWINGS EXISTING WAVEGUIDEGRAPHIC SCALE: I INCH • 5 FEET LADDER FOR tr•:17*• DRAWINGS GRAPHIC SCALE: I INCH • 10 FEET UPLI A E GROUND BAR AT 75.0' IS MOUNTED TO THE TOWER STRUCTURE. LOWER TOWER SOLID COPPER GROUND BAR. SEE DETAIL THIS SHEET. TOP AND MIDDLE TOWER GROUND BARS NOT SHOWN BUT ARE SIMILAR. BOND CONDUCTOR TO GROUND BAR USING 2-HOLE LUG SEE DETAIL THIS SHEET ANTENNA CABLE (SIX SHOWN) 02 AWG BARE. TINNED. SOLID COPPER CONDUCTOR,SLEEVED IN 3/i" PVC. TOWER FOUNDATION N2 AWG BARE. TINNED, SOLID COPPER WIRE EXOTHERMIC DRIVEN COPPER CLAD DRIVENROD5/j ' 1) EVERY 8'. NOTE: INSPECTOR MUST SIGN OFF N WRITING BEFORE ANY BACKFILL GROUND ROD/ RING LOCATION NOT TO SCALE 310 GALVANIZEDPIPE CO SUPPORT12 AWG BARE. TINNED, F OT SOL10COPPERGROUNDIWIRE TO BTS GROUND Y RING. AN 3 WAVEGUIDE BONDING AIL NOT TO SCALE NOTE: FENCEBOND SIMILAR. GROUNDING NOTES: 9. COMPLETED GROUND SYSTEMS SHALL BE TESTED AND SHALL HAVE A RESISTANCE OF 1. ALL GROUNDING CONNECTIONS SHALL BE MADE USING EXOTHERMIC WELD 5 OHMS OR LESS. IF RESISTANCE VALUE IS EXCEEDED. NOTIFY OWNER FOR FURTHER PROCESS ( CAD WELD OR EOUAL)EXCEPT FOR EOUIPMENT CONNECTIONS WHICH INSTRUCTIONS. SUBMIT A COPY OF THE TEST REPORT TO THE OWNER. ARE MECHANICALLY FASTENED, ALL LUGS SHALL BE TWO HOLE. LONG BARREL TYPE, FOR COPPER. UNLESS OTHERWISE NOTED. 10. ALL GROUNDING SHALL COMPLY WITH NFPA 70 (NEC) AND NFPA 780."LIGHTNING PROTECTIONCODE". 2. ALL GROUND RODS SHALL BE A MNIMIUM OF 8 FEET LONG. COPPER CLAD STEEL 302 OR 304), %" DIAMETER, DRIVEN VERTICALLY DOWN WITH TOPS 30" MN. BELOW 11. ALL GROUNDING COMPONENTS SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. GRADE. USE SHIELDS TO PREVENT -MUSHROOMING" ROO TOPS. 12. ANY METAL CONDUIT MOUNTED ON THE TOWER SHALL BE BONDED TO THE TOWER 3. ALL GROUND CONDUCTORS SHALL BE BARE. TINNED. SOLID COPPER WIRE. SIZED N2 AT EACH END, AWG., RUN 30- MINIMUM BELOW GRADE. 13. ALL GROUNDING SHALL COMPLY WITH NORTEL STANDARD CSs 122, "GROUNDING OF 4. GROUND RODS FOR GROUND RING SHALL BE LOCATED B' APART. COMIAUNICATIONS SYSTEMS' L VOICESTREAM BTS GROUNDING GUIDELINES. S. ANY METAL OBJECT WITHIN 6 FEET OF THE TOWER OR EOUPMNENT GROUND RING 14. THERE SHALL BE AN GROUND BAR LOCATED AT TOP AM MIDDLE OF THE TOWER. SHALL BE BONDED DIRECTLY TO THE RING. BOND BAR TO TOWER WITH A *2 SOLID COPPER CONDUCTOR. CONNECT 8AR ENO WITH 2-HOLE LUG.CONNECT TOWER ENO WITH A 2-HOLE LUG ANO DRAGON TOOTH WASHER. 6. THE MINIMUM BENDING RADIUS FOR ALL GROUND CONDUCTORS NO. 6 AWG OR SMALLER BONO COAX SHIELD GROUND JUMPERS TO GROUND BAR. SHALL BE 8". CONDUCTOR LARGER THAN NO. 6 SHALL HAVE A 12- BENDING RADIUS. 15. BOND ANTENNA MOUNT TO TOWER STEEL WITH A 02 BARE, TINNED, SOLID COPPER 7. ALL ABOVE GRADE GROUND CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD CONDUCTOR.(2•HOLE LUC AT EACH END) EARTH AND HORIZONTAL ONLY WHERE NECESSARY WITH NO LOOP BACKS. 16. ALL GROUND BARS SHALL BE COPPER 4" X 24" % WITH PRE -DRILLED 8. ALL CONDUCTORS SHALL BE ROUTED SUCH THAT THERE ARE NO HOLES TO MATCH TWO HOLE LUG$.. GROUND BARS SHALL NOT BE FIELD FABRICATED ANGLES OF LESS THAN 90 DEGREES. OR DRILLED. HARDWARE SHALL 0E " STAINLESS STEEL, NO ZINC COATED MATERIAL ALLOWED. MOUNT ALL GROUND BARS PARALLEL TO THE EARTH. GROUNORNC CABLE NO OX APPLIE TWO HOLE COPPER GROUND COAX KIT BEFORECRIMPTERMINAL (SHOWN NO OX AS BACK i0 BACK ZIPTIE LAIVpfREw Gv010E5TREAM•DFOM•9 NOOXCONNECTION) ONNECTOR HEX BOLT GROUND BAR PLATE NUT ( TYPICAL) JUMPER TO 8T5 GROUNDING CABLE TWO HOLE COPPER TERMINAL GROUND BAR A/ PLATE (MGB, 7G8) TYP.) ( SEE DETAIL THES SHEETI FENCE BONG (EVERY POST ELEVATION WITHIN 6'•0- OF PAD) MOUNTING BRACKET-_ GROUND KIT BLANK STOCK TO COAX ZIP TIE DOUBLE PRE -PUNCHED. DOUBLEHOLE, V OC CONNECTOR PIGTAIL 0 0NO- OX (BOTH SIDE CONNECT GROUND OF LUG) TO EITHER: SCRE 12- 1. LDA CABINET 2. GROUND BAR COAX GROUND DETAIL NOT TO SCALE FLAT WASHER TYPICAL) NO- OX (BOTH - SIDES $ DIESOF LUG) FLAT WASHER TYPICAL) GROUND BAR CONNECTION NOT TO SCALE NOTE: DOUBLING UP' OR 'STACKING' OF CONNECTIONS IS NOT PERMITTED. OXIDE - INHIBITING JOINT COMPOUND TO BE USED ON ALL CONNECTIONS AND IS TO BE APPLIED BEFORE HARDWARE IS ATTACHED TO THE GROUND BAR. BACK TO BACK CONNECTIONS SHALL BE USED ONLY WHEN NUMBER OF CONNEC710NS TO FRONT OF BAR EXCEEDS NUMBER OF AVAILABLE SPACES. TO GROUND BAR P2 AWG BARE. TINNED. SOLID COPPER TO STRUCTURE OR GROUND BAR LUG CONNECTOR APPLY NO-OX TO CONNECTION PIGTAIL TO UTILITY CABINET GROUND BAR NOTE: ONLY LINES A3. A4, B3, 84, C3, ANO C4 ARE TO RECEIVE LIGHTNING ARRESTORS LIGHTNING ARRESTOR DETAIL NOT TO SCALE X 4" FOR TOP/TOWER EXOTHERMIC WELDS p ( 3 REO'D, EACH TO SUPPORT N. A 6 CONDUCTORS)'/.' X 4" W FOR BASE/ TOWER (1 REO'D, MUST N2 AWG BARE. TINNED, SOLID SUPPORTMN.13 GROUND COPPER GROUND RING CONDUCTORS) SOLID CU BAR PRE - DRILLED.) REO'D AT MIDPOINT- 75.0' MUST SUPPORT MN. 13 GNO CONDUCTORS ALL BARS DRILLED FOR 2 HOLE LUGS WITH I" SPACING. TOWER GROUND GROUND BAR TO GROUND BAR DETAIL RING CONNECTION DIAGRAM NOT TO SCALE NOT TO SCALE z 4 u OI P I O I I I ELECTRICAL ENGINEER: LUIS G. VARGAS, JR, PE FL LICENSE .NO.: 52139 II. S 0PATn10 5 II( PIICPCII*. a 'I( SUIVEYDn. ENOWEII A D IIA. NDT (IE USED a PENwodKxD .IIIa,I I IKR EI" IESSED / TTEN P(IWSSXIN SCARE AS NOTED OATE: 9-0. 03 0" . AAA. 10032037E WET IITU GROUNDING PLAN WET E- 2