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Home My WebLink About1105 W Airport Blvd 08-2305 (tower)— CITY OF SANFORD PERMIT APPLICATION Application # : � �> 0 > Submittal Date: 08/04/2008 RECEIVED Job Address: 1105 W Airport Rd, Sanford Value of Work: $ 30,000 AUG 0 4 2008 Parcel ID: 02- 20 -30- 300 -034A -0000 Zoning: _P11- Historic District: No Description of Work: Install antennas and ground equipment at/on existing telecommunications tower Square Footage: N/A ......................................................................................... ............................... Permit Type: Building 99 Electrical B Mechanical ❑ Plumbing ❑ Fire Sprinkler /Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS 200 Addition /Alteration ® Change of Service [3 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 ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): N/A Construction Type: # of Stories: N/A # of Dwelling Units: N/A Flood Zone: (FEMA form required) ......................................................................................... ............................... Property Owner: New Cingular Wireless, PCS LLC (Leasehold) Contractor: DUY D Address: 12555 Cingular Way Address: Cl 13(a 1 V Alpharetta GA 30009 3 A S' A y Phone: 407 - 771 -1401 E -mail: ic472t(ci att.com Phone: State License Number: CIC- 1 JO L, T 4 Bonding Company: N/A Mortgage Lender: N/A Address: Address: Architect /Engineer: Jim Fennell, KCI Technologies Phone: 813- 740 -2300 Address: 1401 Highland Manor Dr. , Suite 120 Tampa FL 33610 Fax: 813- 740 -0158 Plan Review Contact Person: Pamela Hick Phone: 407 - 805- 913104 Fax: 407 - 805 -9231 E -mail: phickounitedcommercial.net Application is hereby made to obtain a pennit to do the work and installations as indicated. I certify that no 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: I certify 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE 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 permit is verification that I will notify the owner of the pro erty of the requirements of Florida Lien Law, FS 713. I ALJ A ✓ 4 00 i 6� I/,o Signature of Owner /Agent' Date Signature of Contractor /Agent Date Mark C. Schuh Print Owner /Agent's Name (*0q log Signature of Nota -Stat lorida Date 2�PRY aVe� Brian T. Borgiet * * Commission # DD513448 Y Expires February 1, 2010 OF A2 Bonded Troy Fain Insuranoc, Inc. 8W-38b7019 Owner /Agent is _y_ Personally Known to Me or Produced ID APPROVALS: ZONING: Ir"' Q 6 rX UTIL: FD: Special Conditions: Rev 07.07 Mark C. Schuh Prie a l� Signature of Nota tate of Florida Date 2�PRY P��`� Brian T. Borgiet Commission # DD513448 Expir s February 1, 2010 Contracftry){g ge yF'1°ef3tYf4 fyWrWM5ffP19Ieor Produced ID ENG: BLD . Llmr-p- vin vi't'a t -4 Lit �- 1p113M Permit No. 082305 Tax Folio No. 02- 20 -30- 300 -034A -0000 NOTICE OF COMMENCEMENT State of Florida County of Seminole 11111 II III II 111 ii 11111 III Ii III II 111111111 Il 111 It 111110111111 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY PK 07066 Pils 0246 - 24'11 (t?p_ys) CL_E Rtt 15 # 20081 4.166„82 Rk: ,O ;lk-D 09/19/,jO08 08 .,10. -L)a AM RECORDINU Fkl'S 18.50 RECORDED BY L McKinley The undersigned hereby gives notice that improvement CERTWI €D COPY will be made to certain real property, and in accordance MARYANNE MORSE with Chapter 713, Florida Statutes, the following CLRlk F CIRCUIT COURT information is provided in this Notice of Commencement. SEM(� TY, FLORIDA 1. Description of property: (legal description of the property, and street address if available) t (See attached I egal n 1105 W Airpnrt Rlurl Sanford Fl 39771 escriptinn) —�� TY CLERK L. 2. General description of improvement: Install antennas and ground equipment at existing telecommunications tower 3. Owner information: Name: New Cingular Wireless PCS, LLC Q ti Address: _12555 Cingular Way, Alpharetta GA 30004 QLF b. Interest in property: Leasehold c. Name and address of fee simple titleholder (if other than Owner): Name: Brio, LLC Address: 815 Orienta Ave, Suite 1040, Altamonte Springs FL 32701 4. Contractor Name: Westower Phone number: 407 - 852 -1755 `/`� c. Address: 9961 Sidney Hayes Rd., Orlando FL 32824 `� 5. Surety Name N/A Address: b. Amount of bond: $ 6. Lender: Name: N/A Address: b. Lender's phone number: 7.a. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name: John Collins Address: AT &T /New Cingular, 1101 Greenwood Blvd Lake Mary FL 32746 8.a. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.130)(b), Florida Statutes. b. Phone number of person or entity designated by owner: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMEN � AT &T N Florida Real Estate & Construction Manager Signature of Owner wner's Au rized Officer/E irector artner/Manager Signatory's Title /Office The foregoing instrument was acknowledged before me this /6 day of �-=;Lr, 2008, by (name of person) John Collins. as (type of authority, ... e.g. officer, t s e, attorney in fact) AT &T North Florida Real Estate and Construction Mana, er, for f alf 4f whom instrument was executed) New Cingular Wireless PCS, LLC. (SI ° Brian T. Borgiet ignature of Notary ublic * : Commission # DD513448 Personally Known _ OR Produced Identification V 4D xExpif� cFi� filea�i� �roduced OFt ?W Bando"Troy F�n Inwrarwc. Inc. 800.386 1 Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. -SignatyrCof NatuA Person Signing Above THIS INSTR!,IMENT PREPARED M. Rev. date 3/2008 NAME ADDR. /&a�� / WSJ' ZME AND 413A7 FBE ' JitDR,Tjj OV32'33" 'i' +(F 8i[]'C�3Ci3'�`C?cIA1EK Cl ,g8fu*I'Q?tTr 'TbW1�1�Y1� "'aD EO:i3i RiICIil} SMTA .T�TA11TG'# OF 258.79 nmr TM{8RUN ' �QU7'7 ail° ►T � ��T� U�� A� � T`4 A E� c�!T:7�E D'W 0F - Ai D 33 . E FE$'1' h E3 89 1' 7"73AS+[' 3P T#3 St3 MT RN' 0 ?, ' Tl4t+7 , T GB Q i 09*3 }27" MST AWNG s41= I= OF vin sRi aN 2„ 11; SQL I` NL`I Or 39BIJI EMBT� AGE R RUI �7°Iil; AY8 A1�1 CJ j.: TR'3', ER'Ci iORTK X30' IIAW A iIIST# N4' S op 16$.o l�M � NAM 47 "W.Vt DIi�T i7VC 3 ' �iis ?,}FPM T l l 2tiTC9 OF w 3`�'i'F�$3+�TCE RTJNNMR'#9 47410) NV'�.E'!i 4 .72 r (MVP Hr41,�i71�'gCr �� ;RUN Nt}t` MATH 36°33' T A IDMT CO OP' . A9�.i FEET St�UT��o' r Comm ol':. FIAT TIM 3200F AS ,RMQRDED W PL +.VOMF 3, AAA � po MH R R E flF �E:dI� QI CC UNI Y F1Ct? i T, 'I NGi3 RW 2loll3 u 38�It1' � .A. I3IIST1tZ� 4F to.79 mrr, MOM OR LF»}4 Tt! 'Ti�Lv 'SO, �UY'Fy`��t y y juagA�� /y{'Y t F � �j �yy� �g �DuA1� R i il+.!' .NU �7i�.W iiillt "l�Xlt iiii'rC To ^".w.��f 1Jiflii.�i ' x'l T . ,. TEEN fS sour. i + �'� �WF T �7F S�bN '2 M AEGlN7; ��y Ijri314si�, t �l PJ( 3133T- OFLWAYFi;,►RAIT.i:�LI,tT� )jUMh- , M ral'SL��rt - • @I'-" UNITED COMMERCIAL 1W REAL ESTATE SERVICES, INC. 1.325 S. 1n.ternational Parkway o Ste. 2211 o Lake Mary FL 32746 • 407- 805 -9131 a Fax 407- 805 -9231 TRANSMITTAL Date: September 16, 2008 To: Kris Vanderpool Westower CC: Fax: Fax: From: Pamela Hick Phone: 407 - 805 -9131 x 04 Pages: N/A RE: Old Lake Mary & 417 — FA #10113091 Kris, The building permit for this site is ready for pick -up at the City. of Sanford Building Department. The permit # is 08 -2305 and the fo- lowing will be required at pick -up. • Completed and signed NOC (enclosed) • Contractor signature and information (copy of local and state licenses, insurance, etc.) • $225.00 permit fee. Thank you, AT &T Mobility at &t n,b 1101 Greenwood Boulevard Suite 111 Lake Mary, FL 32746 CHANGE OF CONTRACTOR NOTICE RE: Building Permit # 08 -2305 1105 W Airport Blvd, Sanford FL 32773 Please be advised the General Contractor for the Permit Number referenced above has been changed as follows: PREVIOUS CONTRACTOR: NEW CONTRACTOR: Westower Communications, Inc. 9961 Sidney Hayes Rd. Orlando FL 32824 (407) 752 -1755 Thomas Hoffman, CGCO62775 SBA Network Services, Inc. 1021 SE 50th Terrace Ocala FL 34471 (352) 629 -1774 Please change all applicable records accordingly. Signed, Sj@ffature of Owner or Owner's Authorized Office /Director /Partner /Manager AT &T North Florida Real Estate & Construction Manager Signatory's Title /Office The foregoing instrument was acknowledged before me this ) � of 2008, by (name of person) John Collins, as (type of authority, e.g. officer, trustee, attorney in fact) AT &T North Florida Real Estate & Construction Ma iacier.. for (name of party on bef"ialf of whom instrument was executed) New Cingular Wireless PCS, LLC. "I Y —� (SEAL) Si )atur 6f Notary Public Personally Known `y \ OR Produced Identification Verification pursuant to Section 92.525 Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Sig ature 6f-Natural Person Signing Above +etwwwwww 1 MARK C. SCHUH Commission DD 702811 �= Expires September 29, 2011 OPf*d ThN Trey Fein Uwrena 90P3&5.7019 USA (660 Proud Sponsor of the US. Olympic Team *. , • .� �gg 1 EXPIRES ��;�••� DE �RO WING Old Lake Mary & 417 - FA# 10113091 Permit No. 082305 Tax Folio NG. 02- 20 -30- 300 -034A -0000 NOTICE OF COMMENCEMENT State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I IIII111111111111 III If 1l 111111NHII t111111111111!1 oil 1fill MARYANNE MORSE, CLERK OF CIRCUIT COURT 5EMINDLE COUNTY BK 07116 Pgs 0709 - 710; (Rpys) CLERK'S # 2009002620 RECOiiTiF:ll 01/09/009 0Iie41a41 CAM RECORDING FEES 16.50 RECOR00 BY L McKinley 1. Description of property: (legal description of the property, and street address if available) CERTIFIED COPY MARYANNE MORSE CLERK OF gIRCUIT COURT SEMINOLE COUNTY, FLORIDA 2. General description of improvement: Install antennas and ground equipment at existing telecommunications"tb'vV"er' 3. Owner information: Name: New Cingular Wireless PCS, LLC Address: 12555 Cin ular Way, Alpharetta GA 30004 W, 2009 b. Interest in property: Leasehold c. Name and address of fee simple titleholder (if other than Owner): Name: Brio, LLC Address: 815 Orienta Ave Suite 1040 Altamonte Springs FL 32701 \(I% 4. Contractor Name: Thomas Hoffman, SBA Network Services, Inc. Phone number: (352) 629 -1774 c. Address: 1021 SE 50th Terrace Ocala FL 34471 5. Surety Name N/A Address: b. Amount of bond: $ 6. Lender: Name: N/A Address: b. Lender's phone number: 7.a. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name: John Collins Address: AT &T 1101 Greenwood Blvd. , Lake Mary FL 32746 8.a. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. b. Phone number of person or entity designated by owner: 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT `� NFL Real Estate &Construction Mgr Signature of Owner o wner's Au orized OMcer/Director/Partner/Manager Signatory's Title /Office The foregoing instrument was acknowledged before me this M day of 99C 1090 jby John Collins as (type of authority.... e.g. officer, trustee, attorney in fact) AT &T N FL Real Estate & Construction Manager for New Cingular Wireless PCS, LLC ) (SEAL) Ignature of Notary Pub Personally Known V OR Produced Identification Type of Identification Produced Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in ji4re true to the best gJ my knowledge and belief. Signature ofcNatural Persofi Signing Above Y'p MARK C. SCHUH 1 IIS INST1�L4. NT r"R ARID B Y: Rev. date 3/2008 ° = Commission DD 702811 NAM E'- h• /o= Expires September 29, 2011 Bonded Thou Troy Fain Insurance 8003857019 ADDR. 2 1 ilia: 34 I)MV AT A POMT ON Tim wizi UNP. OP AND 4U.i7 FIIST tjOaTJi f W32,33" IV= OF 'ice SOUrA SST C'ORNM OF 38CTi0N. 21 TOWNSEW 20 30LiM RANOB " EMT, Ti�'CE At W, WOXT9 40" WT A DMTAT+ICS Olt 7„SQ.79 FZ;T, TMMCB RUN 5(I= 30° RAS'i' A DI,WTANCE flF,6;Ko pp= TO A, L'{9I[►lT ON:Ta BOUra LW3 OP AM S aly F' s xORTl3' 89°37`x7' *L1= OF M StlulWMT C*RM OIL SAS 85MON 2, THWCE REIN NORTH 89°31'27" N.AST ALANG SUU R UO OF VJD s0=0N 2, A MSTAMB OF 398,11 naTb THMCR RU N{' ldg 47101 WEST A. DUTA1409 01z M.9Z V= TVC� RUNNORTH42F40' WM A DISUMM OP lfisA PEES',' I'It Rt]t�' t`iO TH 47°10' WESTA: DMANCO OF 660,0 FW, Ti mcs Rm NORTA- 42 °50' 13AST A t)JSTANCB OF WID IM TM"CB RUNNORTU47,°1:0) NliM A D1ST, -_qL`B 01'Z4146 RLM 7MC13 AUN NORTH 36°33' T A, IDMTANCM OP 4B9.72 V= TO THE SO[J UMMT COMM 01? AVi7NO, LP, AfiWRID1NG TO TM i'LAT T MMOF AS RECORDED W PLAT Vmx 3, PA02 94, OS 7m L'UBI1C R13CORDS OF SE'd IM-P' Ci3liljtl"',t', FWRWA. TRENCB RM NORTH 38010} WP.:tI' A ,Iil fi't'ANCE OF M.I2 PUT, JM(% *gtjN NORTH 51"S0* P.A.S A DiBTi4NC-4, OF $7.4 ir=' THR14Ci RM' 110M ' 38010' WMT A 731STANCE 417 1073 MTV MjUt OP. LMS, TO THR -SOUTUMLY #tiOPT.W.WAY Kip -pAj o hD, TBB.'ICS ,60M'MMERLY ALONG SAIL? WGRUF— WAYLIM TO TfMWFSTnNjj i3F SA3'U SE=O t 2, TAENCE Bt}Uiu LONG TM WMT LWU DIr SH=OX 2 TO 7HL i7EOiN�iF?IO .13iSS AND EXCFn ROtDR[ QH' i` ,OiLWA'YFOi.AWORT13OTnh- VARD; Ai+,'D LESS -AND Mtn LANDS AS BROWN IN MAT UERTAIN FLtUL =0 -r RECORDED. 0 -DB 2S� 19;9 IN B00t 3146 FACE 98, PUSEIC REG(3 s or. SP&gk)I,E OOUNMMORMAt As To S`TATU ROIJ'J 417; STRUCTURAL ANALYSIS REPORT OLD LAKE MARY & 417 SITE 140' MONOPOLE SEMINOLE COUNTY, FLORIDA Prepared for. GENERAL DYNAMICS 725 Primera Boulevard, Suite 100 Lake Mary, Florida 32746 Representing: AT &T July 23, 2008 KCI J.O.: 10082239 S KCI 4601 Six Forks Road, Suite 220 Raleigh, North Carolina 27609 -5210 (919) 783 -9214 Florida License Number: EB0004898 Eric Kohl FL License Number: 56545 KCI TECHNOLOGIES, INC. Employee -Owned Since 1988 WWW.KCI.COM Structural Analysis Report TABLE OF CONTENTS Old Lake Mary & 417 Tower Executive Summary ................... ............................... 1 A. Purpose /Background .................. ............................... 2 B. Conditions Investigated .............. ............................... 2 C. Applicable Codes and Provisions of Analysis............ 3 D. Results ....................................... ............................... 4 E. Recommendations ..................... ............................... 4 KCI TECHNOLOGIES, INC. Employee -Owned Since 1988 WWW.KCI.COM Structural Analysis Report EXECUTIVE SUMMARY Old Lake Mary & 417 Tower KCI Technologies, Inc. has completed a rigorous structural analysis of the Old Lake Mary & 417 Tower. AT &T is proposing to add appurtenances to the tower. KCI studied a single loading case which consisted of the existing and proposed appurtenances with a 120 -mph wind per the 2007 Supplement to the 2004 Florida Building Code for Seminole County, Florida with Exposure Category C, Topographic Category 1 and Structure Classification II. Ice was not considered in this analysis. This analysis assumes the proposed transmission lines shall be mounted inside the monopole. The results indicate that none of the structural components of the tower will exceed the nominal loads established by the ANSI/TIA- 222 -G -2005 standard for the proposed appurtenance configuration at the specified loadings. -7-23-08 The purpose of this report is to assess the impact of adding antennas and transmission lines to the existing structure, including whether or not structural modifications are required. Any modifications recommended herein are conceptual only. This is not a construction document. This report may not be suitable for bidding and definitely is not a substitute for complete and properly engineered plans /specifications required to accomplish any recommended modifications. KCI Technologies, Inc. assumes no liability for use of this report for any other purpose than that for which it was intended. KCI TECHNOLOGIES, INC. Employee -Owned Since 1988 WWW.KCI.COM Structural Analysis Report A. PURPOSE / BACKGROUND Old Lake Mary & 417 Tower Pursuant to the request of Mr. Alan Wood with General Dynamics, representing AT &T, KCI Technologies, Inc. was retained to conduct a structural analysis of the Old Lake Mary & 417 Tower. AT &T is proposing to add appurtenances to the tower. General Dynamics provided the following information: Proposed appurtenances. Sectional Poles USA tower and foundation design drawings, job no. 08235 -1204, dated 11 June 2008. Martin & Associates Environmental Services, Inc. Geotechnical Exploration report, M &A # 7010 -30, dated 26 November 2007. Note: KCI did not visit the site for this analysis. B. CONDITIONS INVESTIGATED This 140 -ft monopole was designed and manufactured Sectional Poles USA. Refer to the design load below. The tower is located at 1105 West Airport Road, Sanford, Seminole County, Florida. KCI analyzed the monopole using a proprietary spreadsheet and LPile by Ensoft, Inc. KCI examined a single loading case including the existing and proposed appurtenances. Loading_ Case Code Wind Speed and Ice Loading 2007 Supplement to the 2004 Florida 1 Building Code and ANSI/TIA- 222 -G -2005 120 mph (3 second gust) No ice for Seminole County, Florida Design Load (120 -mph with no ice, Structure Class II, Exposure Category C, and Tophographic Category 1 per ANSI/TIA -222 -G 2005): *- Denotes transmission lines mounted inside the monopole; size and quantity unknown. KCI TECHNOLOGIES, INC. Employee -Owned Since 1988 WWW.KCI.COM Number Elevation Mount Antenna Information =Transmission (12)- Powerwave 7772 panel 1 Top 9 -ft T -Arms antennas w/ (12)- TMA's and (6)- Di lexers (6)- Decibel DB846F65 panel 2 130' 9 -ft T -Arms antennas 3 120' 9 -ft T -Arms 9 - Powerwave 7772 panel antennas 4 110' 9 -ft T -Arms 9 - Powerwave 7772 panel antennas *- Denotes transmission lines mounted inside the monopole; size and quantity unknown. KCI TECHNOLOGIES, INC. Employee -Owned Since 1988 WWW.KCI.COM Structural Analysis Report Existing Appurtenances: Old Lake Mary & 417 Tower Number Elevation Carrier Mount Antenna Information Transmission Lines 1 N/A N/A I N/A Empty Tower N/A Proposed Appurtenances (in addition to the Existing Appurtenances): Transmission Number Elevation Carrier Mount Antenna Information Lines (9)- MB72RR80VDPALQ -R12 Low Profile panel antennas w/ '(18)- 1 5/8" 2 140 AT &T Platform (12)- LGP 21403 MHA's and (24)- LGP 21902 Di lexers *- Denotes transmission lines mounted inside the monopole. C. APPLICABLE CODES AND PROVISIONS OF ANALYSIS KCI utilized the following codes and criteria to conduct the structural analysis: Standard I Title Date ANSI/TIA- 222 -G -2005 Structural Standards for Steel Antenna August 2005 g Towers and Supporting Structures Nominal strengths used to evaluate the integrity of the structure were also In accordance with the above standard. The following assumptions were made in the analysis: 1. The tower has been erected and maintained according to the manufacturer's plans and specifications. 2. The structural integrity of the tower has not been compromised. 3. All connections and fasteners are in accordance with AISC LRFD specifications. 4. This analysis assumes the proposed transmission lines shall be mounted inside the monopole. 5. All information provided by AT &T and General Dynamics is accurate and correct. KCI TECHNOLOGIES, INC. Employee -Owned Since 1988 WWW.KCI.COM Structural Analysis Report D. RESULTS Old Lake Mary & 417 Tower The results indicate that none of the structural components of the tower will exceed the nominal loads established by the ANSI/TIA- 222 -G -2005 standard for the proposed appurtenance configuration at the specified loadings. Analysis Summary: Item Results Elevation % Capacity Maximum Modifications Shaft OK All 52.3 None Anchor Bolts OK N/A 56.6 None Foundation OK N/A *39.3 None *- Foundation capacity based on Sectional Poles USA foundation design drawing and Martin & Associates Environmental Services, Inc. Geotechnical Exploration report E. RECOMMENDATIONS The results indicate that none of the structural components of the tower will exceed the nominal loads established by the ANSI/TIA- 222 -G -2005 standard for the proposed appurtenance configuration at the specified loadings. This analysis assumes the proposed transmission lines shall be mounted inside the monopole. 4 KCI TECHNOLOGIES, INC. Employee -Owned Since 1988 WWW.KCI.COM State of Florida Plan Approval Model: D -6563 r APPROVED JAN m 3 2007 PFS CORPORATION 11'5" x 20'0" x 9'0" Equipment Shelter Manufactured by: Fibrebond Corporation 1300 Davenport Drive Minden, Louisiana 71055 (Voice) 318- 377 - 1030/800- 824 -2614 (Fax) 318- 371 -6391 www.fibrebond.com i ), f ' Corporation An Employee -Owned Company Midwest Region January 3, 2007 2402 Daniels Street Madison, WI 53718 Mr. Michael Ashworth Phone: 608.221.3361 State of Florida Fax: 608.221.2084 Dept. of Community Affairs 2555 Shumard Oak Boulevard Tallahassee, FL 32399 -2100 Website www.pfscorporation.com Ron Reindl, AIA Vice President Midwest Region rreindl@pfseotpotation.com Headquarters Madison, WI 608.221.3361 Regional Offices Northeast Bloomsburg, PA 57!' =`44.6396 So -..r Central Dallas, Tx 214.221.5585 Western Los Angeles, CA 310.569.7287 Midwest Madison, WI 608.221.3361 Southeast Raleigh, NC 919.845.8450 Sales office Mentone, AL 256.634.4071 wAym Accredited by Me Natrona! Volunrary Laboratory Accreditation Program for the specific scope of "ration under 'e 100421.0 Assurance you can build on" RE: Fibrebond Corporation Minden, LA Approvals: Model D -6563 —11'5" x 20'0" x 9'0" Equipment Shelter Dear Mr. Ashworth: Enclosed please find one set of documents for the above -noted model. PFS Corporation hereby certifies that it has examined the building plans and other documents submitted by the manufacturer for certification and found them to be in compliance with the following codes and standards: Florida Manufactured Building Act and Rules Rule 9B -72 FAC for Product Approval 2004 Florida Building Code w /2006 Supplement 2005 National Electrical Code 2004 Florida Mechanical Code w/2006 Supplement Additionally, a hard copy of these prints with the required engineer's raised seal is on file at this office. If you have any questions concerning this submission, please feel free to contact this office at any time. Approved By: Mark J. Severson Staff Engineer, SMP20 FL -pb Enclosures: As Stated cc: Dean Williams CJ3 C7i STRUCTURAL CALCULATIONS I TELECOM SHELTERS MAXIMUM BUILDING SIZE ( OUTSIDE DIMENSIONS WIDTH-(W) = 12' LENGTH (L) = 36' HEIGHT (H) = 11' ,(PANEL HEIGHT = 10') DESIGN CRITERIA ROOF LIVE LOAD (RLL) = 100 PSF FLOOR LIVE LOAD (Fl L) = XPSF /5'0 CSGE /��) zc/)'o ROOF DEAD LOAD (RDL) = 45 PSF FLOOR DEAD LOAD (FOL) = XPSF WALL DEAD LOAD (WDL) = 35 PSF WIND LOAD CRITERIA BASIC WIND SPEED (3- SECOND GUST) (V) = 150 MPH IMPORTANCE FACTOR (Iw) = 1.15 BUILDING CATEGORY = III WIND EXPOSURE = D HEIGHT AND EXPOSURE ADJUSTMENT COEFF. = 1.47 HORIZONTAL WALL LOAD' = 35.7 PSF A W JAN - 3 2007 PFS CORPORATION I VERTICAL ROOF LOAD (WINDWARD) = - 42.9 PSF VERTICAL ROOF LOAD (LEEWARD) = - 24.4 PSF DESIGN WALL PRESSURE (PH) = (35.7 PSF) (1.15) (1.47) (PH) = 60.4 P5F DESIGN ROOF PRESSURE (WINDWARD) (Pvw) = ( -42,9 PSF) (1.15)1.47) (Pvw) = 72.5 PSF (UPWARD) DESIGN ROOF PRESSURE (LEEWARD) (PvL) = ( -24.4 PSF) (1.15) (1.47) (PvL) = 41.2 P5F (UPWARb) EARTHQUAKE LOAD CRITERIA SEISMIC USE GROUP = III IMPORTANCE FACTOR (IE) = 1.5 SPECTRAL RE5PON5E COEFFICIENTS (Sts) = 2 (Sol) = 1 SITE CLASS = D BASIC SEISMIC - FORCE - RESISTING SYSTEM —op. BEARING WALL SYSTEM W /ORDINARY REINFORCED CONCRETE SHEARWALLS ANALYSIS PROCEDURE --.j. EQUIVALENT LATERAL -FORCE PROCEDURE JUL i, SEISMIC DESIGN CATEGORY = F RESPONSE MODIFICATION COEFFICIENT (R) = 4.5 SEISMIC RESPONSE COEFFICIENT(Cs) = 0.67 SEISMIC BASE SHEAR (V) = (Cs) (TW) (V) = (0.67) (TW) SNOW LOAD CRITERIA GROUND SNOW LOAD (Pg) IMPORTANCE FACTOR (Is) SNOW EXPOSURE FACTOR (Ce) THERMAL FACTOR (Ct) FLAT ROOF SNOW LOAD (Pf) (Pf) i ^•yl t 80 PSF 1.2 1.3 1.0 (0.7) (Ce) (Ct) (Is) (Pg 87.4. PSF 1 10 l 2003 z STRUCTURAL CALCULATIONS I TELECOM SHELTERS I MATERIAL PROPERTIES AND ALLOWABLES CONCRETE COMPRESSIVE STRENGTH (f'c) = 5000 PSI REINFORCING YIELD STRENGTH (Fy) = 60,000 PSI F42 CAPACITY, EDGE SHEAR, (F42es) = 750 LB5 F42 CAPACITY, LINEAR SHEAR, (F42,$) = 2000 LBS F42 CAPACITY, TENSION, (F42-r) = 2000 LBS TIEDOWN CAPACITY, TENSION OR SHEAR, (TDC) = 2500 LBS COEFFICIENT OF FRICTION,(u) = 0.4 (CONCRETE ON CONCRETE) WEIGHT OF BUILDING WEIGHT OF ROOF (WR) = (RbQ (W) (L) = 19,440 LBS WEIGHT OF ENDWALLS (WE) = (2) (WDL) (W) (H) = 9240 LBS WEIGHT OF 5IDEWALL5 (WS) = (2) (WDL) (L) (H) = 27,720 LBS WEIGHT OF FLOOR (WF) = (FDL) (W) (L) = 15,120 LBS TOTAL WEIGHT OF BUILDING (TW) = 71,520 LBS EXTERNAL STABILITY SEISMIC BASE SHEAR (V) = (0.67) (TW) SEISMIC OVERTURNING (50) = (V) (H) WIND OVERTURNING (WO) = (PH) (L) (H) (H /2) + (Pvw) (L) (W /2) (3 W /4) + (PvL) (L) (W /2) (W /4) = 47,919 LBS 527,109 FT APPROVED JAN - 3 2007 PFS CORPORATION = 299,189 FT -LBS SEISMIC GOVERNS OVERTURNING RESISTING OVERTURNING (RO) = (TW) (W /2) = 429,120 FT -LBS (PO) < (SO) TIE SHELTER DOWN USE 4 TIE DOWNS PER SIDE (RO)' = 429,120 FT -LBS + (4) (2500 LBS) (12') (RO)' = 549,120 FT -LBS > (50) No--o' WIND SLIDING (WSL) = (PH) (L) (H) = 23,919 LB5 SEISMIC SLIDING (V) = 47,919 LBS SEISMIC GOVERNS SLIDING RE5I57ING SLIDING (RS) = (u) (TW) = 28,608 LB5 (RS) < (V) 0. TIE SHELTER DOWN JUL 2 2 USE 4 TIEDOWNS PER SIDE (RS)' = 28,608 LBS + (8) (2500 LBS) (RS)' = 48,608 LBS > (V) 1*000" WE RECOMMEND TYING ALL BUILDINGS TO FOUNDATIONS REGAR�r-)LE55 OF r SIZE OR WEIGHT. WE RECOMMEND 4 TIE DOWNS FOR BUILDINGS 26''LENi�T {-j t OR LES5. WE RECOMMEND 8 TIE DOWNS FOR BUILDINGS OF GREATER ;LENGTH � THAN 26'. 10 I� STRUCTURAL CALCULATIONS , TELECOM SHELTERS W ALL DESIGN - RIBS ( PANEL HEIGHT = 10' RIB SPAN = 9' • 6" RIB AT 48" O.C. _ W/ #6 BAR —0 As = 0.44in2 LMxN = 200 = 0.0033 Fy ti • a N eaAL= 0.03354, e MAX = 0.75 e SAL e MAX =0,0252 6 e= As = (0.44in2) =0.0255 bd (6 ")(2.875 ") �= e Fy d = (0.0255) (60,000 PSI) (2.875 ") =1.04" 0.85 f'c (0.85) (5000 PSI) Mu = 0.9 [0.85 f'c • a • b (d - Mu = 0.9 [0.85 (5000 PSI).(1.04 ") (6 ") (2.875" - 1.04' /z)] Mu = 56,209 IN -LB5 = 4684 FT -LB5 APPROVED JAIL - 3 2007 PFS CORPORATION * DESIGN RIBS BASED ON WIND MMAX = (1.7) (60.4 PSF) (4') (9') a 8 M,y,,,X = 4159 F7-LB5 < Mu✓ Vu= (0.85) (2) (J'f'c) (b) (o) = (0.85) (2) (f5000) (6 ") (2.875 ") vu= 2074 LB5 V,uAx = (1.7) (60.4 PSF) (4') (9') = 1849 LB5 < Vu N"00' 2 C. -7 3 1Q JUL 2 2 2C`JO STRUCTURAL CALCULA71ON5 i TELECOM SHELTERS WALL DESIGN - SKIN ( SKIN SPAN = 42" ) 2" SKIN W/ WWF 6x6 D5 /D5 —>y AS = O.Iinz / FT e M N = 0.0033 T NL i e BAL = 0.03354 12" r e MAX = 0.375 e ,At = 0.0126 e = (0.1 in-) = 0.0083 (12 °)(1«) . Q - (0.0083) (60,000 PSI) (1.0 ") = 0.118" (0.85) (5000 PSI) Mu = 0.9 [0.85 (5000 PSI) (0.118 ") (12 ") (1.0" - 0'118 - /2)1 Mu = 5097 IN -LBS = 425 FT -LBS APPROVED JAN - 3.2007 PFS CORPORATION * DESIGN SKIN BASED ON WIND M,uAx = (1.7) (60.4 PSF) (1.0') (3.5')2 = 157 FT -LBS < Mu NO-' 8 • vu = (0.85) (2) (15000) (12 ") (1 ") = 1442 LBS VM,4x = (1.7) (60.4 PSF) (1.0') (35) 2 V,HAx = 180 LBS < Yu %-.0, 4 io JUL 2 20'3 ,SC 4" STRUCTURAL CALCULATIONS TELECOM SHELTERS ROOF DESIGN - RIBS ( WIDTH = 12' RIB SPAN 4" RIB AT 24" O.C. W/ --"r6 BAR —0 As = 0.44in2 AT MIDPOINT 1 4" eMAx = 0.0252 et (0.44in2) = 0.0187 (4 ") (5.875 ") ulp JAN -- 3 2007 I PFS CORPORATION a = (0.0187) (60,000 PSI) (5.875 ") = 1.55" (0.85) (5000 PSI) Mu = 0.9 [O.B5 (5000 PSI) (1.55 ") (4 ").(5.8750 - 1.55'/2)3 Mu = 120,947 IN -LB5 = 10,079 FT -LBS - DESIGN RIBS BASED ON ROOF LIVE LOAD = 100 PSF * MM,4x = [(1.7) (100 PSF) (2') + (1.4) (45 PSF) (2')] (11' }2 8 M,fAx = 7049 FT-LBS < Mu ✓ AT EAVE —T Vu= (0.85) (2) (f5000) (4 ") (4.875 ") (1.1) = 2578 LBS ;n VMAx = [(1.7) (100 PSF) (2') + (1.4) (45 PSF) (2')] (11') 2 4 VmAx = 2563 LBS < Vu1/o'* ROOF DESIGN - SKIN ( SKIN SPAN = 20" ) - USE 2" SKIN PROPERTIES FROM WALL DESIGN J U, L '' n Mu = 425 FT-LBS, Vu= 1442 LBS M ,4x = [(1.7) (100 PSF) (1') + (1.4) (45 PSF) (1')] (1.67')2 8 MmAx = 81 FT -LBS < Mu ✓ + 1.4 45 PSF 1 1.67 V,uAx - [ (1.7) (100 PSF) (1' ) ( ) { ) ' { )] { ' ) 2 V,AAx = 195 LBS < Vu ✓ e P . 5 10 STRUCTURAL CALCULATIONS TELECOM SHELTERS ROOF bESIGN - PONbING CHECK t = 7" AT MIDSPAN = 132" (RIB SPAN) t /i6 = 132'/16 = 8.25" > 7" CALCULATE 0 We = 125 PCF FOR ROOF PANEL APPROVED Ec = (Wcl -) (33) (J'f'c) = 3,261,099 PSI ,JAN - 3 2007 fr = (7.5) (ff'c) = 530 PSI PFS CORPORATION Ig = bh3 = (4 ") (7 ")3 = 114.3 in 12 12 `/t = 3.5" McR = (fr) (Ig) _ - _ (530 PSI) (114.3 in 4 ) - 17,308 IN LBS (yt) (3.5 ") n = Esc = 29,000,000 PSI = 8.9 Ec 3,261,099 PSI C = (n) (As) f (2) (b) (d) _ (8.9) (0.44in) (2)(4')(5.875 ") �1+ -1 f ") f vr1+ (8.9)(0.44in2) (b) L (n) (As) (4 c = 2.55" IcR= bc3 + n As (d - c)2 = (4 ") (2.55 ")3 + (8.9) (0.44in2) (3.325 0)2 3 .3 Im= 65.4 in4 - 2' 45 PSF {Z'} (11')2 = 4387 FT -LBS 6 10 MAW - [(100 PSF) ( ) + ( ) ] '2 (2, ZCOS 8 = 52,644 IN -LBS JUL Ie = / MCR �3 Ig * L Mc;z �3J IcR ` Ig l MMAX 1- r1 MAX Ie = 67 in • x,vs T : (5) (W) (L)4 (384) (Ec) (Ie) • ins = (5) [(100 PSF) (2') + (45 PSF) (2')3 (1/12) (132")4 (384) (3,261,099 PSI) (67 in 4) L zNs-. = 0,44". . �� STRUCTURAL CALCULATIONS TELECOM SHELTERS ROOF DESIGN - PONDTNG CHECK ( CONT'D. ) p ALL = = 132" = 0.73" > 0.44" 180 180 CHECK LONG TERM DEFLECTION A55UMING 50% OF LIVE LOAD 15 5USTAINED A INST= (5) j(50 PSF) (2') + (45 P5F) (2')l.(' /tz) (13Zt =0.29". (384) (3,261,099 PSI) (67 in 4) 2.0 APPROVED 1 +507' (1 +0) JAN ° 2007 LONG= (2.0) (0.29 ") = 0.58" TERM PFS CORPORATION L ALL= �* � = 132 = 0.55 0.58 %/ LONG 240 240 TERM *ALSO KEEP IN MIND THAT DEFLECTIONS WERE BASE A ON RECTANGULAR BEAM PROPERTIES WHEN WE REALLY HAVE TEE -BEAM SECTION WHICH WOULD DECREASE DEFLECTIONS. 2 DESIGN RIBS (WIDTH = 12' --0- RIB SPAN =11' • 5" RIB AT 24" O.C. W/ #6 BAR —► As = 0.44in2 emAx = 0,0252 ti E'= 0.44inz = 0.0181 (5 ") (44.875 ") • a = (0.0181)(16-0,000p )(4,875 --- .85) ( 00 PSI) (0 511 a = 1.25" Mu = 0.9 [0.85 (5 P5I) (1.25 ") (5 ") ( 75" - 1.25 " /2)l Mu = 101,602 IN -LB5 = 67F - 5 MMAx = [(1.7) (135 PSF) (2') 35 PSF) (2')3 (1l')Z 8 MmAx = 8425 FT- 5 < Mu ✓ Vu = ( 5) (2) (15000) (5") (4.875 ") (1.1) = 3 3 LB5 Vf = [(1.7) (135 PSF) (2') + (1.4) (35 PSF) (2')l (11') 2 vuAx = 3064 LB5 < Vu %00"" r- ,-% --D 7 is JUL 3 t STRUCTURAL CALCULATIONS R DESIGN — SKIN ( SKIN SPAN = —19"--1 • E 2" SKIN PROPER TIES FROM WALL D Mu = T LBS, Vu = 1442 LBS MmAx = [(1.7) (135 ) (1'} .4) (35 PSF) i Mmsx = ZFF 5 < Mu v V M.4x = 5 PSF) (1') + (1.4 2 TELECOM SHELTERS ')1 (1.6 S (56" 1014 APP B� ? i AN — 8 ol� V,,rax = 223 LBS < Vu %00' Vu CORPORATION CONNECTION CHECK ( F42's ) DURING LIFTING FLOOR TO WALLS -•+ F42 AT ;z: 24" O.C. MAXIMUM LOAD = (Z') (6') (135 PSF + 35 PSF) = 2040 LB5 F42T = 2000 LBS * 2040 LBS i/*** * THIS ONLY OCCURS DURING LIFTING OF BUILDING AND CONTAINS A SAFETY FACTOR OF 3 .. OK CONNECTION CHECK ( F42's) WIND LOAD WALLS TO FLOOR OR WALLS TO ROOF F42 AT z 24" O.C. MAXIMUM LOAD = (2') (5') (60.4 PSF) MAXIMUM LOAD = 604 LBS F42cs = 750 LBS > 604 LB5 ✓ B io JUL u 2 03 STRUCTURAL CALCULATIONS I_ TELECOM SHELTERS CONNECTION CHECK ( F42's ) SEISMIC SHEARWALL SEISMIC LOAD IN ROOF DIAPHRAGM = V = 47,919 LBS CHECK SHEAR PARALLEL TO WIDTH OF BUILDING AS WORST CASE (47,919.LBS) = 1089 LBS / F42 FAPPROVED (2 ENDWALLS) (22 F42's) F42,, = 2000 LBS > 1089 LBS � 3 2007 PORATION SHEARWALL CHECK (SEISMIC } VmAx = 1 /2(V) (1.7) = 1/2(47,919 LBS) (1.7) = 40,731 LBS V MAX T ENDWALL. CRITICAL SECTION FOR SHEAR fw = 12' = 6' ---- - - - - -- - -- 2 2 cRmcu) Z3 SECTION hw = 10' = 5' (GOVERNS) i li 2 2 42' Vu = (0) (10) (ff'c) (h) (d) WHERE h = 2" SKIN, d = 0.8 (12') = 9.6'= 115" Vu= (0.85) (10) (,x5000) (2 ") (115 ") = 138,239 LBS > 40,731 LBS !� SHEAR STRENGTH PROVIDED BY CONCRETE ALONE: Vc = (2) Crf'c) (h) (d) _ (2) (,r5000) (2 ") (115 ") = 32,527 LBS e Vc = (0.85) (32,527 LBS) = 27,648 LBS o Vc = 13,824 LBS < vmgx SUPPLY HORIZONTAL REINFORCEMENT 2 40,731 LBS <_ 27,648 LBS + (0.85) (Av) (fy) (d) S7 40,731 LB5 <_ 27,648 LBS + (0.85) (0.1 in2) (60,000 PSI) (115 ") 12" 40,731 LBS <_ 76,523 LBS %00'* VERICAL REINFORCEMENT OK BY INSPECTION 9 io JUL 2 � 1008 10 STRUCTURAL CALCULATIONS I TELECOM SHELTERS 10 C- �,-% 7 .-% w W C3 vi 7 N C 0 p A Q� a JA( )Di • Past I ■r.s� ■ ► II PFS CORPORATION MIX �D. �e� r.✓ �� a /S- c� dtsF Q, 9 Z-O. 2og� /:27.7 ter- x,8.5 �,�.�x = �.3�. 23.2 mss"- � � s .� r�� ✓ . 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