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CORRESPONDENCE
.Cf(. The City of Boynton Beach DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISON 100 E. Boynton Beach Boulevard P.O. Box 310 Boynton Beach, Aorida 33425-0310 TEL: 561-742-6260 FAX: 561-742-6259 www.boynton-beach.org July 9, 2004 Mr. Bart Simon Nextel Communications 6700 N. Andrews Avenue, Suite 700 Fort Lauderdale, Florida 33309 Re: Nextel @ Four Steel Tower MMSP 04-071 Dear Mr. Simon: In response to your request dated June 21, 2004 for the administrative review and approval of the modifications proposed to the above-referenced approved site plan, depicting the following: · Installation of antennas at 60 foot height on the existing tower and location of one (1) 11. 5' x 20' equipment cabinet (as depicted on the attached drawing) . Please be informed that the proposed changes on the revised plan date stamped 06/28/04 are "minor" as defined within the Land Development Regulations, Chapter 4 - Site Plan Review. This project may continue to be processed by the Building Division as a permit application, subject to the following conditions: 1. The conformance of the landscaping around the tower, as approved and installed per the original site plan for the communication tower. 2. Use of screening material on the proposed new gates to visually shield the equipment in the fenced compound from view. Be advised that the proposed changes may require a modification to the building permit. Please contact me at (561) 742-6260 if you have additional questions. Sincerely, Ed Breese, Principal Planner Cc: Karen Main, Plan Review Analyst ~f, Michael From: Sent: To: Cc: Subject: Pawelczyk, Michael [mpawelczyk@cityatty.com] Monday, July 12, 2004 5:35 PM 'RumpIM@ci.boynton-beach.ll.us' 'HawkinsW@ci.boynton-beach.ft.us' Collocation on Tower located at 518 W. Ocean Avenue (Four Steel) This is in response to your memorandum dated July 1, 2004, providing documents submitted as part of the request to collocate on the above tower. Legal does not have any concerns, provided that our professional staff makes a determination that the applicant has complied with the provisions of the Land Development Regulations, Ch. la, Section 6, pertaining to shared use of towers. Should you have any questions or wish to discuss this matter further, please do not hesitate to contact me. Michael J. Pawelczyk Assistant City Attorney 1 f<~(e Rumpf, Michael From: Sent: To: Subject: Rumpl, Michael Thursday, July 01, 2004 5:43 PM 'Pawelczyk, Michael'; Hawkins, Willred RE: Tower Siting Review - Collocation on tower at 518 W. Ocean Avenue (Four Steel) As requested, I am forwarding to you both copies of the request, excerpts from the plan documents, and the engineering report. I will proceed assuming that there are no objections or requests for further information for our siting review at this time. We will continue reviewing it as a minor mod in preperation for the permit process. Mike -----Original Message----- From, Pawelczyk, Michael [mailto,mpawelczyk@cityatty.com] Sent, Thursday, July 01, 2004 8,50 AM To: lRumpfM@ci,boynton-beach.fl.uS'i 'HawkinsW@ci.boynton-beach.fl.usr Cc: lLamannaR@ci.boynton-beach.fl.ust Subject: FW: Tower Siting Review - Collocation on tower at 518 W. Ocean Avenue (Four Steel) I am willing to meet if necessary. At a minimum, a copy of the application and back-up materials should be submitted to the CAO and appropriate staff for review. Thanks. We may want to consider revising the ordinance regardign this tower review llcommittee.1I It does not appear to be necessary. A code requirement that each application be reviewed by the appropriate departments and administration may be sufficient. I would be interested in knowing your thoughts in this regard. Michael J. Pawelczyk Assistant City Attorney > -----Original Message----- > From, Pawelczyk, Mike [SMTP,pawelczykM@ci.boynton-beach.fl.us] > Sent, Thursday, July 01, 2004 8,35 AM > To: lmpawelczyk@cityatty.com' > Subject: FW: Tower Siting Review - Collocation on tower at 518 W. > Ocean Avenue (Four Steel) > > > > > ----~Original Message--~-- > > From: Rumpf, Michael > > Sent: Wednesday, June 30, 2004 5:22 PM > > To: Pawelczyk, Mike; Hawkins, Wilfred > > Subject: Tower Siting Review - Collocation on tower at 518 W. Ocean > > Avenue (Four Steel) > > > > Please be informed that we have a request for minor site modification > for > > the above-referenced, existing 140~foot tower. Improvements would > include > > antennas at 60 feet and an equipment shelter within the existing ground > > compound. This tower was previously processed/approved as a new tower > > through our formal process. They have done an engineering analysis of > the > > tower design and state that it > > proposed addition. Their plans is structurally appear complete 1 capable of supporting the upon cursory review. This , > > is not a city-owned site. > > > > Please let me know if you wish to meet on this tower issue, require > > additional information, or approve it for further review by staff as a > > minor site plan modification. > > > > Mike > > > > 2 . ~f, Michael From: Sent: To: Subject: Hawkins, Willred Thursday, July 01,20043:47 PM Rumpl, Michael; Pawelczyk, Mike RE: Tower Siting Review - Collocation on tower at 518 W. Ocean Avenue (Four Steel) II it is not a new structure I concur with the reveiw as a minor site plan modilication. Willred .----Original Message----~ From: Rumpf, Michael Sent: Wednesday, June 30, 20045:22 PM To: Pawelczyk, Mike; Hawkins, Wilfred Subject: Tower Siting Review - Collocation on tower at 518 W. Ocean Avenue (Four Steel) Please be inlormed that we have a request lor minor site modilication lor the above-relerenced, existing 140-loot tower. Improvements would include antennas at 60 leet and an equipment shelter within the existing ground compound. This tower was previously processed/approved as a new tower through our lormal process. They have done an engineering analysis 01 the tower design and slate that it is structurally capable 01 supporting the proposed addition. Their plans appear complete upon cursory review. This is not a city-owned site. Please let me know il you wish to meet on this tower issue, require additional inlormation, or approve it lor lurther review by staff as a minor site plan modilication. Mike 1 NEXT- ;...1 e --- 672 ii04- Nextel Communications 6700 N. Andrews Avenue, Suite 700 Fort Lauderdale, Fl 33309 ( 9542027500 FAX 954 202 7501 .{ C",,\t.e\-* '15'\- 4'1'-\ . J.8d-d- ) City of Boynton Bcach Planning and Zoning Dcpartmcnt 100 Boynton Beach Blvd floynton Bcach, FL 33425 ~ krlbY 1 'vv~ le , '0,1..,-'1:: o- r ~.l,-<,-,- "--,,.~ '--\ oct L-,,--l~ C'/>-,-iCt, i -kF RE: Existing Communications l,-- (.-,.--t- -l, .-yv~.L _ lc\, '-'-_ h.... tl-s >---,-,)k\:' ~ t,<:;::, t.. ' Towcr located at 51 S W. Occan ^ venuc, Boynton Ikwh. 0..--:) TV-....... r To whom it may concern: Ncxtcl Communications is proposing to collocak on thc abovc refercnccd cOlnJ11unications towcr. This proposal includcs Nextcl installing antennas at thc sixty (6()') hcight on thc existing tower and locating an lIS x 20' equipment shclter on thc ground within the cxisting gated compound. This installation shall have minimum \ iSl!al impact to the surrounding arcas if any. Ncxtcl will use existing aeccss roadways an pathways to access thc site. This site will gcnerate no noise. does not rcquirc wakr or scwer as it is an unmanned shelter and shall have no impact on the sUlToundin,.. inii'astructure. Thank you for your time and please let mc know if additional information is lIe'Cllett Respcctfiilly, ~f- Rcprcscntali ve for NcxtcJ Communications NEXt&=:- @ - -- - -- - -- - -..-- {,:'IO-! Nexte' Communications 6700 N, Andrews Avenue, Suite 700 Fort lauderdale, Fl 33309 . ,954,2027500 FAX 954 2027501 * C,,\w.+* [(<5',\_ '-j 'i '\ -) <:'.,).:} " ('II, or Boynton Bcach I'Janninl! and /oning Departmcnt J 00 Boynton Beach Blvd llo\lllon Ik-aeh, 1'1 :134:'5 I~ L: L\lstint~ ConllnUni~alions Imlcr locatcd at 51 X ~ , Ocean '\ \ cnuc', I{n, IltOll I klc,' III \\ 110m It Illa) conct:rn: i"I.'\ kl ('llllllllllllicatioIlS is proposing to co/Incait' Oil the ahu\ c rl'lt.TC!lCL'(j C'"I11mU1ie;lllnns towcr. Ihis proposal includc's Nextel in.';tal/ing antennas allhe 'Td:- 11111') height on thc cxisting [ower and loc;lting an II," ,\ :'0' c411ipment shelleT Oil th,' ground 1\ illll/1 Ihe existing ;!ated cnmpound. I his instai/;'Iion shall ha\ e minimul1l \ I',.,';d Imp;)e! I" Ihe' surrounding arC;JS iran,. Nc\tel will usc C,\islinl2 aecc,", r";,,I,,;1,\ S;1/1 p;1l1ma\.; to ac~css the' site. Ihis Sill' Will;!c'nt't'ak nn noisc_ docs nnl rcquire lIale'r 1>, SC'lIeT as it is an unmanned shellcr and shall hall' no impact on thc sUITonndint' i nli'aslnlclure. I hank .IOU lill' lour time and please kt me knOll iraddilJonal i/1li)j'Jl1ation is llc,'d,'d RCSI'cclliill, ' ~f-- f~;,'p!C'~cnlali\\..' f(H' Nc"\tcI ('oll1municatioIlS .AIvI::RICAN TOW::R Structural Analysis Report Structure Existing 138 ft SUMMIT Monopole Site Name Four Steel, FL ATC Site Number 91999 Proposed Carrier Nextel Communications Carrier Site Name Boyton Beach & 1-95 FL3515 Carrier Site Number County Palm Beach Eng. Number 73119516 Date June 22, 2004 NATIONAL STRUCTURAL ENGINEERING 11312 South Pipeline Road Euless, T eX3S 76040 Phone: (817) 355-4100 f'ax: (8171858-0398 / t .- . " .il / 1\~~rc~ / \0 I / / Tahl" of Contents (ntnilJuclilHl....... ;\n~l~)i""IS.... .....,.,.................................................. ........................ <\nk'IHli.l I ,uad~ ...... Resulb .. . ('l)nclusiull . StandJld Cul1uititJl1s.... Calculalill/ls ....... . I'.n~'. Nnrl\hct 7)) \1!"'lil Jtlnl' ~','{)() I 1 :\ll,l\.:lk'il \11", \,..<1 ,I i' / /1 lo~ //~! I .. 1':1l~'. Nllmhl'f T~ llq~ 1(1 Junc ~.2, ~()iJ I 1\1:': Inlrndudioll The pUrp\lSC (l! tills report IS to Sllmman/,C results 01 the structural <Lnaly~is pcrlnnllcd IlJllhl' C\i'"Il~ L1" 1'1 St '1\iIMIT Monopole local~d al Four Sleel, FL, Palm Beach County (AIT ,,'ie W) I \)'N) The tower w,", ol'lginally deSIgned and manufaelured hy S t tMtvllT. I.loh 4 311711,I;,II'u Ikel'l1lhcr 1(" 1')'17,), 1\ nalvsis TI"ll' eXI:...llllg {()\vcr \\.'as <1I1<1IY/.t'd using SCInaan Engineering Solutions, lI1C., Software. The <lllilJ\';:,-, w.;sUllles Ihat the tower is in good, undamaged, and nOll-colluded condition A ~l,:; \.)\ l~1..;llT';:'; j', ;Jllll\ved ill the t'xisllllg structuralmemhcrs to account for program variances. BaSIC wlild '\Ill'nl: un.n I1lph !Eqll1valcnt 10 a 150 mph .'-sl'Cond gllsl wind 'peed pC'1 lill' Florida Building Code 211111.) :'-Jo Ice EIAmA222-F Racltallcc COlle' Ant"nna Loads The foll"'ving anlenna loads were used in the tower analYSIS. I~,~Di!!!!e AIlIl'l1n~ Un. Otv Antennas Moun! Coax (II) , . -- - 1411.11 12 DAPA )'lOII! (1) Low Prorile !'Iatf\lnn (241 1 'I~ ._---~ (';IITH'] --I. \IT0~-=-::'~_J eT\)~SC5i~AJlJenl1a~ Eln 1)1) Antennas Mounl ( '();l\ (iii hll.(J " DlJ~44t 1')1.11' XY (I) Low PlOfile PlatflJrm fl} 17,'", (" I~~:'-- ---1 . i\c:;;;-:---I I '11!~~1~--,-~.'-~1-!..~ I All transmission hIll') are assullIed running inside of pole shali. Lng NllllllwJ I,j It}',I!) JUIII.-' 2~, :~{tO ! [),l::L J{,'slIli'. 'fh.: l',lstJn~~ lllnnilpillc 1:-; slrllctur~I1IJ l:;tpahlc uf "iurpnrllllg the ~.\lslJ1lg and prllpll\l'd dllll.-'[1il.!~ J'lll' ]l1,l,\lnlUt1l sllllcturc llsage is: ')OAl/I' AddltH H1al C\1t and/or entry ports may be required 10 accommuJate. the rllllllill~ ill tile 1'1 Opl \;:":1.-'(\ tra!l~Il1IS,<';I()11 lllll's It) the pruposed antennas. These ports, if required, may he suurcl'd ;1:, "),..11..." tWill tile uriglnal monop(llc manufacturer. They should he installed Jler the l11allutac.lllr,', , i",trlll.tiulls 11lInlShed with the port materials. Tllese additional ports, wilen p"'perl\ 111,talkd replat.'C the materIal remDved hy the cutting Df holes in the l1lunopuk SIILU"lurl':-'o no ;ulLhtlllli:l! cngineenng. calculations arc required. Pole Reactions Original Deslgn Cunent Analysis ''i"OI Reactions Reactions Desipl Momelll (ft kips) .U65.00 3,203.51 7-'.4 Sllear I kips) 46.50 40.50 87.1 I'he anal)'Sls re:Jctions are kss tllan the design reactions therefore no foundalinn mlldil1cal""" arc required. ('onclnsion Based un the analysis results, the existing structure meets the requirements pn the 1'1.\/1 L\-~.': standards for a hasic wind speed of I JO mph no ice. II yuu ha\e any quest inns or require additional informatlun, please call at (S 17),5S-II(JO I 1.1 ,.-/ /i/' /Iv / f //f,tI0v\ ./ \i \1,;r / Standard Conditions Ali l'IlE:lIll'L'nn~ services arC' pcriormcd un the basi~ that tIll' informatIOn used \~ current .Lnd ~:(\!W,--.t This 1I1101Tllation may cnn~hl of, hut is !lot ncccs<;;al'Y IlTlllteu. tn. Intdrmal1uTl supplied hy the client regarding the stnldurc lbclf. the antL1Hl;1 ,Hid h.L'd Ii H !l.)adlllg un the slructure and its t:omponcnts, or uther rclcv~mt inftlrmatlull. InlurmallotJ from fields and/or Jrav..'illg:--, in the possessIOn oj Amcril...:an "lllwer 1 (1l"p\)1.\I\('1L Dr generated by field inspections Of ll1Casllfcmcnts of the structure It IS the resl'olbthihty 01 Ihe client to ensure that thc Inf01l11al1on provided to :\TC EI1!.:lIh'l.,l1l!: Service.; and used in the perfonnancc of our enginccting sCfviL'CS is corrccl and l'lllllplclc. III \ Ill' ahsence of infllfmatil..H1 to the contrary, wc as:-;umc that all structures wcre C()n~lrllcted In dl\~ord~Ulu' with the ura\\'ings anJ spccil"icatlolls and arc in an un corrlldcd conditlon and have nol dl'lenllrall'd. and we. therefore, assume that their capactt)' has not Slgnittcantly chanccd from Ih,' ":IS 11(" cnllditi(lIl. All serVices will he performed to the codes specified by the ehcne and we dl1 nl1\ tl11plv 111 me,'t :111) {lthel" codes ur rcquHcmcllts unless explicitly agreed ill writing. 1f wmo and ice IU~ILi:~ (\1 (ltlll'l Iclevant parameters alt: to he Jillcrcnt from the minimum values reCOTlIIl'lCnlkd hy lllL' codes. (hi client shall speeilv the exact rcquirement. In the absence 01 info1Tnallon 111 the contr:lJ"\. "II """ will he pcJiormcd in accordance with the latest rclevant revision of ANSIIEI/\ 222. All serViceS arc PCIi'01l11ed, results ubtained, and recomnlendaliolls made in ~1l\:()ldalh.'C' \\'llll generally accepted engineering principles and practices. ATe Engmcering Sn\ llTS Ii ""\ responsihle tor the conclusions, opinions and recommendations made hy others bCN'd 11I1 thc information we supply. SEMAAN ENGINEERING SOLUTIONS 'u4i rJ ,~U,l"l AW'i'Ur, [i~hOr!l, NE l)eJJ;.c~' Pllor1~' 4,):..:';'89 1 d88 r;}::< 4D;) .!W'.1 ;'{~11 {,\}{'Y(Ju1rt ,'..('l.'Ia,F',' _j':","IC' ,r:} S(l/uli(.,ns in,_ 1 :'H'...{j" l.l1-L~ Q3'.'3' _ M:L j.9'-':f' 43'-G" --0.:2"- no'"o" 49'-9" 5/16" Thick (60 KSI) 6U' 49'.9" 7/16" Thick (60 KSI) 75" 49'-9" 1/2" Thick (85 KSI) 138'.j)" Pole: Description: Client: location: Type' Height :1") 91999 Job Information ATe Engineering Ser\ljce~ Four Steel, FL 18 Sides Base Elev {ft): 0.00 138.00 Taper: 0.280000 (in/It) ~. Sections Properties Diameter (in) Overlap Sleel ~Shalt Length Accross Flats Thick Joint LcngU1 TLlpcr Grade _'cetion I") Top Bottom (in) Type (in) \lllfttl (Io.~ij --------- , 1 49.750 48.21 62.14 0.500 0.000 0.280000 6. , 2 49.750 36.90 5U.83 0.438 Slip JOint 75.000 0.280000 liD ' 3 49.750 25.00 38.93 0.313 Slip Joinl 60.000 o.nOOiJO f){) ; l- Attach- Elev (It) 138.000 .138.000 60.000 I 60.000 Force Elev (ft) 140.000 140.000 60.000 60.000 Load Case No Ice \ Load;:.e No Ice Discrete Appurtenance Type Oty Description Pla1form Panel Platform Panel 1 Low ProfIle platform 12 DAPA 59010 1 Low Profile Platform 9 DB844H90E XV Load Cases I Deflections Attach Elev (ft) Translation (In ~ No Ice Wind Sneed = 130.00 moh wI No Ie,? 138.000 36.66 60.000 7 11 Reactions Moment (Kip-It) 3.203.509 Shear (Kips) 40.503 Rotation (deg) -2.344 .1.125 Axial (Kips) 33.1)48 Load Case: No Ice 11S_000 11U,noo 1 OS 000 10U.OOO \-13 2."JO 8B 250 l'hOOO 80,000 i- 7:;.000 c :3 ~ro.ooo ro > ~ Q~.OOO GO 000 55.000 jCJ_750 43.500 40000 35000 :nooo 25.0UO 20.000 15_000 10_UOO 5.000 1).000 lJ BJJRl 48 , L;iJ ~ ~ q-~ ~I 00 -rT 48 -, [}JJ r-::fl ~ m:J ~ ~ ~ , . . . 2.95 7.Utl 1295 17.95 22.9t:l 27.95 3295 37.95 42_95 47,95@J~1 Stresses (ksi) Pole. Location: Height. Shape' Base Dia ' Taper 91999 Four Steel. FL 138.0 (H) 18 Sides 62.14 (in) 0.280000 (101ft) ATe Engineering Services {";'/Jj-'tl(j:)f :/_"",j-!nl .,-"" ,,' 'r ..:, Top Oia: 25.00 (in) IY , I I 6.221/.004 L:Y--,"2,~ PM Base Elev: 0.000 (ft) Page --'-':"'-:. :< z Shaft Section Properti"." Slip Bottom Sect Length ThIck Fy Joint JOint Weight Dia Elev Area Ix Wit 011 Nurn (II) (In) (.'i) Type Len (In) (Ib) (in) (fl) (sqin) (in"4) Ratio Ratio 1 49,750 0.5000 65 0.00 14.688 62.140.000 97.82 46957.0 20.50 124.2 > 49.750 0.4375 60 Slip Joint 75.00 10.210 50.83 43.50 69.98 22456./ 19.08 116.1 3 49.750 0.3125 60 Slip Joint 60.00 5.315 38.93 88.25 38.30 7216,8 20.56 124.5 Shaft Weight 30,213 Dla Elcv Area (in) (II) (sqrn) 48.21 49.75 75.71 36.90 93.25 50.64 25.00 138.0 24.~9 Top Ix On'4) 21 n4 1 8508.~ 1885.!> 1!J59 13.4i5 1;'./0 ']G .V O.2*lfJO B4.J!:,1 O,~'AO,jO 80.00 0 ;.>BOOO 'Nit R.ltin D/t 1,11)(,1 RiltlO fln,ifl Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Elev Weight CaAa CaAa Weight CaAa CaAa From Face X Angle ECG (ft) Description Qly (Ib) (sf) Factor (I b) (sf) Factor (ft) (deg) (tt) - -- ---,- .-- ---- 138.0 Low Profile Platform 1 1600.00 25.550 1.00 2100.00 27.320 1.00 0.000 0.00 ? 000 138.0 OAPA 59010 12 15.00 4.480 0.67 38.00 5.t30 0.67 0.000 0.00 2.000 60.00 Low Profile Platform 1 1600.00 25.550 1.00 2100.00 27.320 1.00 0.000 0.00 0.000 60.00 OB844H90E-XY 9 10.00 3.960 1.00 35.00 4.520 1.00 0.000 0.00 0.000 Tola1s 23 3470,00 4971.00 Number of Loading::. : 4 Pole: 91999 ATe Engineering Services L-:- ('i; ~ : " hi:;,"):,];;."'" 'j' Location: Four Sleel, Fl 'y 6i~:')" ,'0(1.1 2:{'1 l-~ f-'f.1 Height. 138.0 (It) Base Elcv : 0.000 (It) P<lqe: ; Shape: 18 Sides Base Dia . 62.14 (in) Top Qia : 25.00 (in) L,_"'>. Taper: 0.280000 (inltt) X -, ,. Seament Properties (Max Len 5 It) Seg Elev Thick Dia Area Ix Wit Olt Fy Fb Weight (It) Description (on) (in) (in^2) (in^4) Ratio Ratio (ksi) (ksi) (Ib) 000 0.5000 62.140 97.819 46,957.0 20.50 124.28 65 52 0.0 5.00 0.5000 60.740 95.597 43,829.6 20.01 121.48 65 52 1.645.4 10.00 0.5000 59.340 93.376 40,844.2 19.52 118.68 65 52 1,607.6 15.00 0.5000 57.940 91.154 37,997.5 19.02 115.88 65 52 1,569.8 20.00 0.5000 56.540 88.932 35,286.3 18.53 113.08 65 52 1,532.0 25.00 0.5000 55.140 86.710 32,707.3 18.03 110.28 65 52 1.494.2 30.00 0.5000 53.740 84.489 30,257.0 17.54 107.48 65 52 1.456.4 35.00 0.5000 52.340 82.267 27,932.3 17.05 104.68 65 52 1.418.6 40.00 0.5000 50.940 80.045 25,729.8 16.55 101.88 65 52 1,380.8 43.50 Bot - Section 2 0.5000 49.960 78.490 24,259.1 16.21 99.92 65 52 944.1 45.00 0.5000 49,540 77.824 23,646.3 16.06 99.08 65 52 754.6 49.75 Top - Section 1 0.4375 49.085 67.551 20,197.7 18.37 112.19 60 48 2,347.6 50.00 0.4375 49.015 67.453 20,110.6 18.34 112.03 60 48 57.4 55.00 0.4375 47,615 65.509 18,421.5 17.78 108.83 60 48 1,131.1 60.00 0.4375 46.215 63.565 16,829.7 17,22 105.63 60 48 1,098.0 65,00 0.4375 44.815 61.621 15,332.3 16.65 102.43 60 48 1.065.0 70.00 0.4375 43.415 59.677 13.926.5 16.09 99.23 60 48 1,031.9 75.00 0.4375 42.015 57.733 12,609.4 15.52 96.03 60 48 998.8 80.00 0.4375 40.615 55.789 11,378.1 14.96 92,83 60 48 965.7 85.00 0.4375 39.215 53.845 10,229.6 14.39 89.63 60 48 932.7 88.25 Bot ~ Section 3 0.4375 38.305 52.582 9,526.2 14,03 87.55 60 48 588.5 90.00 0.4375 37.815 51.901 9,161.1 13.83 86.43 60 48 537.7 93.25 Top - Section 2 0.3125 37.530 36.914 6,460.0 19.77 120.10 60 48 980.2 95.00 0.3125 37.040 36.428 6,208.2 19.49 118.53 60 48 218.4 100.00 0.3125 35,640 35,039 5,525.0 18.70 114.05 60 48 608.0 105.00 0.3125 34.240 33.651 4,893,8 17,91 109.57 60 48 584.3 110.00 0.3125 32.840 32,262 4,312.6 17.12 105,09 60 48 560.7 115.00 0.312531.440 30.873 3,779.4 16.33 100,61 60 48 537.1 120.00 0.3125 30.040 29.485 3,292,0 15.54 96.13 60 48 513.5 125.00 0.3125 28.640 28.096 2,848.5 14.75 91,65 60 48 489.8 130.00 0.3125 27.240 26.708 2,446.7 13.96 87,17 60 48 466.2 135.00 0.3125 25.840 25,319 2,084.6 13.17 82.69 60 48 442.6 138.00 0.3125 25.000 24,486 1,885.5 12.70 80.00 60 48 254.2 30,212.7 Pole: 91999 ATe Engineering Services L.1Y""',,'."f,";":I-U'lr:-:" ',.," Location 1 Four Steel, FL \Y 6/2~;:.!OO'1 2:35 :'.t \-'M Height 138.0 (ft) Base Elev : 0.000 (ft) i PDgt~ , Shape; 18 Sides i Base Dia . 6214 (in) Top Dia : 25.00 (in) L~~,;'~ Taper: 0.280000 (in/II) X ;,.'.' Load Case: No Ice 130 mph - No Ice 19 Iter,1tion~. GUl";t Response Faclor ' 1.69 Effective Wind Speed; 130. (mph) Dead Load Factor 1.00 Wind Load Factor: 1.00 Shaft Forces Seg Top Wind Wind Elev qz qzGh C Tributary Aa CIAa Force X Force Z Weight (ft) Description Kz (psI) (psf) (mph-ft) Cf (ft) (sf) (sf) (Ib) (Ib) (Ih) 0.00 1.00 43.26 73.11 673.18 0.650 0.00 0,000 0.000 0.00 0.00 0.0 5,00 1.00 43,26 73.11 658.02 0.650 5.00 25,600 16.640 1216.65 0.00 1,645.4 10.00 1.00 43.26 73_11 642.85 0.650 5,00 25.017 16.261 1188.93 0.00 1.607.6 15.00 1.00 43.26 73.11 627.68 0.650 5,00 24.433 15.882 1161.20 0.00 1.569.8 20.00 1.00 43.26 73.11 612.52 0.650 5.00 23,850 15.502 1133.48 0.00 1,532.0 25.00 1.00 43,26 73.11 597.35 0.650 5.00 23.267 15.123 1105.76 0.00 1.494.2 30.00 1.00 43.26 73.11 582.18 0.650 5.00 22.683 14.744 1078,03 0.00 1.45&.4 35.00 1.01 43.99 74,35 571.80 0.650 5.00 22.100 14,365 1068.12 0.00 1.418.6 40,00 1.05 45,70 77.24 567.22 0,650 5.00 21.517 13.986 1080.37 000 1.3308 43.50 Bot ~ Section 2 1.08 46.81 79.12 563.02 0.650 3.50 14.715 9.564 756.75 0.00 944.1 45.00 1.09 47.27 79.89 561.00 0.650 1,50 6.328 4.113 328.61 0.00 754.6 49.75 Top. Section 1 1.12 48.64 82.21 553.82 0.650 4.75 19.693 12.800 1052.37 0.00 2.3476 50.00 1.12 48.71 82.33 563.47 0,650 0,25 1,022 0.664 54.69 0.00 514 55.00 1,15 50.06 84.60 554,88 0.650 5,00 20.131 13.085 1107.09 0.00 1,131 1 60.00 Apperfunance(s) 1.18 51.32 86.73 545.30 0.650 5.00 19.548 12.706 1102.07 0.00 1,0980 65.00 1.21 52,51 88.74 534.86 0.650 5.00 18,965 12.327 1093.91 0.00 1.065.0 70.00 1.24 53,63 90.64 523.67 0.650 5.00 18.381 11.948 1082.96 0.00 1.0319 75.00 1.26 54,70 92.44 511.80 0.650 5.00 17.798 11.569 1069.46 0.00 Q93.8 80.00 1.28 55.71 94,16 499.33 0.650 5,00 17.215 11.189 1053.66 0.00 965 7 85,00 1.31 56.69 95.81 486.31 0.650 5,00 16.631 10.810 1035.74 0.00 932.1 88.25 Bot. Section 3 1,32 57.30 96.84 477.58 0.650 3,25 10.497 6,823 660.80 0.00 5H8.5 90.00 1.33 57,62 97.38 472.79 0.650 1,75 5.642 3.667 357.12 0.00 5377 93.25 Top - Section 2 1,34 58,21 98,38 463,76 0.650 3.25 10.288 6.687 657,86 0.00 980.2 95.00 1.35 58.52 98.90 466.70 0.650 1,75 5,437 3.534 349.56 0.00 218.4 100.00 1.37 59.38 100,3 452.36 0,650 5.00 15.142 9.842 987,79 0.00 608.0 105.00 1.39 60.22 101.7 437.63 0,650 5.00 14.558 9.463 963.07 0.00 584.3 110.00 1.41 61.02 103.1 422.53 0.650 5.00 13.975 9.084 936.85 0.00 560.7 115.00 1.42 61.80 104.4 407.10 0,650 5.00 13.392 8.705 909.22 0.00 5:n 1 120.00 1.44 62.56 105.7 391.34 0,650 5.00 12.808 8.325 880.26 0.00 513.5 125.00 1.46 63.29 106.9 375.29 0.650 5.00 12.225 7.946 850.02 0.00 489.8 no.oo 1.48 64.01 108,1 358.95 0,650 5.00 11.642 7.567 818.58 0.00 4(.(j 2 135.00 1.49 64.70 109.3 342.34 0.650 5,00 11.058 7.188 786.00 0.00 4.1?6 138.00 Appertunance(s) 1.50 65.11 110.0 332.25 0.650 3.00 6.355 4.131 454.54 0.00 254.2 Totals; 138.00 28.381.54 0,00 :<0.21?J Pole: Location. Height. Shape: Base Dia . Taper: 91999 Four Steel. FL 138.0 (It) 18 Sides 62.14 (10) 0.280000 (inlfti ATe Engineering Services L.l,'~":'';'.'I.<o;, ",.'.1' l ;1) I'T' G/:;;'2,'200'1 2: E. '~t Pf\1 Top Dia' 25.00 (in) , I ~. , - 1-" j,--.- >< P"'lt' ~ Base Elev: 0.000 (ft) L- Load Case: No Ice 130 mph - No Ice Effective Wind Speed: 130. (mph) -19 lIeratil1n~ Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Forces Total Horiz Vert Wind Wind Mom Mom Mom Elev qz qzGh l.,;aAa CaAa Ecc Ecc X Angle Force X Force Z X Y Z Weight (ft) Description Oty (psl) (psf) (sf) Factor (ft) (ft) (dog) (Ib) (Ib) (Ib-ft) (Ib.ft) (lb."1 lib) .- --------.. - ------- 60.00 Low Profile Platform 1 51.32 86.73 25.550 1.000 0.000 0.0 0.0 2216.08 0.00 0.00 000 0.00 16000 60.00 OB844H90E-XY 9 51.32 86.73 35.640 1.000 0.000 0.0 0.0 3091.24 0.00 0.00 0.00 000 9O.D 138.00 Low Profile Platform 1 65.38 110.4 25.550 1.000 0.000 2.0 0.0 2823.08 0,00 0.00 0.00 564&.15 1bOO.O 138.00 DAPA 59010 12 65.38 110.4 35.858 0.667 0.000 2.0 0.0 3962.02 0.00 0.00 0.00 "7924.04 HW.O 12,092.4 0.00 J.tj ;D.O Pole; 91999 ATe Engineering Services ~:, ,';_'vri~.' ,i,':,_"""" ',.-':'-" 'y Location: Four Steel. FL I 6J2;:>j~004;' .i:l_?l PM Height. 138.0 1ft) Base Elev : 0.000 (It) P.,qe. Shape. 18 Sides Base Dia : 62.14 (in) Top Dia : 25.00 (in) i ---....\c... Taper: 0.280000 (in/It) ,- ----X /. Load Case: No Ice 130 mph - No Ice 19 Iteration!' Gust Response Factor : 1.69 Effective Wind Speed: 130. (mph) Dead Load Factor; 1.00 Wind Load Factor: 1.00 Applied Forces Summary Seg X Z Lateral Axial Lateral Moment Torsion Moment Elev Coord Coord FX (-) FY (-) FZ MX MY MZ (11) (11) (11) (Ib) (Ib) (Ib) (lb-l1) (Ib-ft) (Ib-ft) 0.00 0.00 0.00 0,00 0.00 0,00 0.00 0.00 0.00 5.00 0.00 0.00 1.216.65 1,645,38 0.00 0.00 0.00 0.00 10.00 0.00 0.00 1,188.93 1,607,58 0.00 0.00 0,00 0.00 15,00 0.00 0.00 1,161.20 1,569.78 0.00 0.00 0.00 0.00 20.00 0.00 0.00 1,133.48 1,531.98 0.00 0,00 0.00 0.00 25.00 0.00 0.00 1,105.76 1,494.18 0.00 0,00 0.00 000 30.00 0.00 0.00 1,078.03 1,456.38 0,00 0.00 0.00 0.00 35.00 0.00 0.00 1,068,12 1,418,58 0,00 0.00 0.00 0.00 40_00 0.00 0,00 1.080.37 1,380.78 0,00 0.00 0.00 0.00 43.50 0.00 0.00 756.75 944.06 0.00 0.00 0.00 0.00 45.00 0,00 0.00 328,61 754.63 0.00 0.00 0.00 0.00 49.75 0.00 0.00 1,052.37 2,347.58 0.00 0.00 0.00 0.00 50,00 0.00 0.00 54,69 57.42 0.00 0.00 0.00 0.00 55.00 0,00 0,00 1.1 07.09 1,131.11 0.00 0.00 0.00 0.00 60.00 0.00 0.00 6,409.39 2.788,03 0.00 0.00 000 0.00 65,00 0.00 0.00 1.093.91 1,064.96 0,00 0,00 0.00 0,00 70.00 0.00 0.00 1,082.96 1,031,88 0,00 0.00 0.00 0.00 75.00 0.00 0.00 1,069.46 998.81 0.00 0,00 0.00 0.00 80.00 0,00 0.00 1,053.66 965.73 0,00 0.00 0.00 0.00 85.00 0.00 0.00 1,035.74 932.66 0.00 0.00 0.00 0.00 88.25 0.00 0.00 660.80 588.49 0.00 0.00 0.00 0.00 90.00 0.00 0,00 357,12 537,73 0.00 0.00 0.00 0.00 93.25 0.00 0,00 657.86 980,21 0_00 0.00 0.00 0.00 95.00 0.00 0,00 349,56 218.37 0.00 0,00 0.00 0.00 100.00 0.00 0.00 987.79 607.96 0.00 0.00 0,00 0.00 105.00 0.00 0.00 963.07 584,34 0,00 0.00 0.00 0.00 110.00 0.00 0.00 936.85 560.71 0.00 0.00 0.00 0.00 115.00 0.00 0.00 909,22 537,09 0.00 0.00 0.00 0.00 120.00 0.00 0.00 880.26 513.46 0.00 0.00 0.00 0.00 125,00 0.00 0,00 850.02 489,84 0,00 0.00 0.00 0.00 130.00 0.00 0.00 818,58 466.21 0,00 0.00 0.00 0.00 135,00 0.00 0.00 786.00 442.59 0.00 0.00 0.00 0.00 138.00 0.00 0.00 7,239.64 2,034.21 0.00 0.00 0.00 13,570.19 Totals: 40,473.95 33,682.73 0.00 0.00 0.00 13.570.19 ----- Polo. 91999 ATC Engineering Services .' .:/';f' e. ',';'1.,,. "c" , y Location: Four Steel. FL 6/22./2004 2;3~J, 2.1 PM Height: 138.0 (It) Base Elev : 0.000 lit) P<lge " Shape: 18 Sides Base Dia : 62.14 (in) Top Dia : 25.00 (in) , /.-.."" I Taper . 0.280000 (in/It) '-'-~~-- X 7 Load Case: No Ice 130 mph. No Ice 19 Iterdtlnq:;. Gust Response Factor' 1.69 Effective Wind Speed; 130. (mph) Dead Load Factor 1.00 Wind load Factor: 1.00 .-- Calculated Forces and Deflections Seg lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX (-) FY (-) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft-kips) (ft-kips) (It-kips) (in) (in) (in) (dog) -...------.- ------ 0.00 40.503 33,648 0.000 0,000 0.000 3,203.509 0.000 0.000 0.000 0.000 5.00 39.337 31.939 0,000 0.000 0,000 3,000.999 -0.051 0.000 0.051 -0.094 10.00 38.194 30.272 0.000 0,000 0.000 2,804.316 -0.201 0.000 0.201 -0.188 15.00 37.073 28.646 0.000 0.000 0.000 2.613.348 -0.450 0.000 0.450 -0.283 20,00 35.976 27.061 0.000 0.000 0.000 2,427.983 -0.798 0.000 0.798 -0.377 25.00 34.901 25.518 0.000 0,000 0.000 2,248.106 -1.244 0.000 1.244 -0..1/1 30.00 33.849 24,016 0.000 0.000 0.000 2,073.603 -1.789 0,000 1..,89 ..0 :16',1 35.00 32.802 22.556 0.000 0,000 0.000 1,904.360 -2.432 0.000 2.4 32 -0.(;:'9 40.00 31.734 21.145 0,000 0.000 0.000 1,740,349 -3.173 0.000 3.ln 0.75 i 43.50 30.981 20.186 0,000 0.000 0.000 1,629.280 -3.749 0.000 3.749 -0.817 45.00 30.661 19.405 0.000 0.000 0.000 1,582.809 -4.010 0.000 4.010 -0.845 49.75 29.586 17.051 0.000 0.000 0.000 1,437.170 -4.896 0.000 4.896 -0.931 50.00 29.545 16.968 0.000 0.000 0.000 1,429.Tl4 -4.945 0.000 4.94~ -0.936 55.00 28.445 15.809 0,000 0.000 0.000 1,282.049 .5.978 0.000 :'.978 Mi .O3::~ 60.00 22.005 13.107 0.000 0,000 0.000 1,139,825 -7.110 0,000 7.11(\ .1.12:', 65.00 20.909 12.032 0,000 0.000 0.000 1,029.799 -8.339 0.000 8339 --I .217 70.00 19.821 10.993 0.000 0.000 0.000 925.255 -9.663 0,000 9663 .1.30>3 75.00 18.744 9.991 0.000 0.000 0,000 826,151 -11.081 0.000 11.081 .1 ,9/ 80.00 17 .680 9.025 0.000 0.000 0.000 732.434 -12.592 0.000 12592 -1.48:) 85,00 16.629 8.100 0,000 0.000 0.000 644.036 -14.195 0.000 14.19!'i ..1.571 88.25 15.958 7.518 0,000 0.000 0.000 589.991 -15.284 0.000 15.284 -1.627 90.00 15.591 6.979 0.000 0.000 0.000 562,065 -15.886 0.000 15.886 -1.651 93.25 14.909 6.008 0,000 0.000 0,000 511.395 -17.033 0.000 17 .033 -1.711 95.00 14.560 5.783 0,000 0.000 0.000 485,305 -17.666 0.000 17.666 -1.740 100.00 13,562 5.183 0.000 0.000 0.000 412,508 -19.545 0.000 19.545 -1.843 105,00 12.588 4.610 0,000 0.000 0.000 344.696 -21.529 0.000 21.529 -1.941 110.00 11.639 4.064 0.000 0.000 0.000 281.756 -23.612 0.000 23.612 .2.032 115.00 10.715 3.546 0.000 0.000 0.000 223.564 -25.786 0.000 25.786 -2.115 120.00 9.820 3.054 0.000 0.000 0.000 169.988 -28.042 0.000 28.042 -2.189 125.00 8.954 2.589 0.000 0.000 0,000 120.887 -30.370 0.000 30.370 -2.252 130.00 8.119 2.150 0.000 0.000 0,000 76.116 -32.757 0.000 32.757 -2,301 135.00 7.317 1.737 0.000 0.000 0.000 35.520 -35.186 0.000 35.186 ~2.334 138.00 7.240 0.000 0.000 0.000 0.000 13,570 -36.656 0.000 36.656 -2.a4~ Pole. Location: Height: Shape: Base Dia : Taper: 91999 Four Steel, FL 138.0 (11) 18 Sides 62.14 (in) 0.280000 (inffl) ATC Engineering Services ,.,,(;} ',\~' ',' T"1.,J" iY , I , i , L/""'i~ X '-"'.-, ',',' bl:2:!j:.m04 ~'- ,{~; :"., F'r..' Base Elev: 0.000 (It) P<Jqt' H Top Di.: 25.00 (in) L Load Case: No Ice 130 mph - No Ice Effective Wind Speed: 130. (mph) 19 rteraUon5 Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 -- Analysis Summary Reactions Max Stresses Shear Shear Axial Moment Moment Moment Combined Allowable FX FZ FY MX MY MZ Stress Stress Elev Stress- Load Case (kips) (kips) (kips) (It-kips) (It-kips) (It-kips) (ksi) (ksi) (II) RatIO No Ice 40,503 0.000 33.648 0.000 0,000 3.203,509 26.212 52.0 0.000 0,504 PROJECT NAME: Nextel <!!2 Four Steel LOCATION: 518 W. Ocean Avenue PCN: I FILE NO.: MMSP 04-071 II TYPE OF APPLICATION: I AGENT/CONTACT PERSON: OWNER: Bart Simon - Nextel Communications ADDRESS: ADDRESS: 6700 N. Andrews Ave Suite 700 FAX: Ft. Lauderdale, FL 33309 PHONE: FAX: 954-202-7501 - PHONE: 954-202-7500 or 954-444-2822 Date of submittal/Proiected meetinl! dates: SUBMITTAL / RESUBMITTAL 6/28/04 1 ST REVIEW COMMENTS DUE: PUBLIC NOTICE: TRC MEETING: LAND DEVELOPMENT SIGNS POSTED (SITE PLANS): PLANNING & DEVELOPMENT BOARD MEETING: COMMUNITY REDEVELOPMENT AGENCY BOARD CITY COMMISSION MEETING: COMMENTS: S:\Planning\SHARED\WP\PROJECTS\Nextel\MMSP 04-071\2004 PROJECT TRACKING INFO.doc