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HomeMy WebLinkAboutSTRUCTURAL EVALUATIONDune 3WAEV�ing,llc 4915 NW 43`d Street, Gainesville, FL 32606 SCANNED BY St. Lucie County Structural Evaluation of Existing Rooftop Antenna Frame Verizon Wireless Cell Site Antenna Mount "Pass -Fail" Analysis "Analysis �Passas" Site located at: Dune Walk Verizon Site #68843 7370 South Ocean Drive Jensen Beach, FL34957 St. Lucie County July 28, 2016 5r Pi 30F 38 Designed in accordance with the requirements of the 5th Edition (2014) Florida Building Code, Wind Loading requirements within Chapter 16. Analysis Prepared for: Klmley-Horn and Associates, Inc. Albert Rios 1920 Wekiva Way Suite 200 West Palm Beach, FL33411 Analysis Prepared by: John Wayne Mishoe, PhD PE kPE 25349 Stephen Matthew Belser, PE #PE 67514 JWM Engineering, LLC #CA28619 0PYNE I /// \����� �GENeF• SyO,,i 3 No- 25349 ; Jr. 1j= -0 STATE OF ' rJ -A 4U z %0��: 2ORt0P 2N '9SON A \\ Seal: ,..�/, i. - ■,1� .� T ,Ylr Y 11 "�� 38 JWM ngmeeA'xj Uc Dune Walk Jupiter 68843 Pass -Fail 07/28/2016 2038 4915 NW 43`dStreet, Gainesville, FL32606 Table of Contents Page Structural Report 3 Proposed Site Layout by KHA 4 Wind Load Calculations for Proposed Antenna 10 RISA 3D Antenna Model 11 RISA 3D Loads and Distributions 22 �= C()P 3WAVMN1—emq.Ltc 4915 NW 43'd Street, Gainesville, FL32606 Project Scope of Work and General Conditions The scope of work for this part of the project is to structurally analyze an existing antenna mount and its ability to support the installation of various antennas and associated equipment. These evaluations are based upon loading requirements of the TIA-222-G standard and the 2014 Florida Building Code (FBC). Structural Analysis The proposed equipment information was provided by KHA and the data used to determine required loads. Wind loads were computed using ASAE 7-10 methods assuming a wind speed of 163 MPH, Building Category II, Exposure D and Wind forces computed with the other structures: chimneys, tanks, rooftop equipment and similar structures. The analysis assumes the equipment layout as shown in the attached site plan documents. The list of equipment includes the following: 1 JMA Wireless Antennas (X7CQAP-665-vR0) used for PCS 1900MHz Configuration 1 JMA Wireless Antennas (X7CQAP-665-vR0) used for LTE 700MHz Configuration 1 JMA Wireless Antennas (X7CQAP-665-vR0) used for LTE 2100MHz Configuration This analysis examines the original design load capacity of the platform and antenna frame with the proposed loads provided by KHA. It is assumed that the point of contact to the building and building influence was originally designed and verified forframe's rated load capacity. Results °6ftFteame Anal sis, u 38 Duhe 4700 LXCHANGE CT, SUITE 100 verizonv- HOCA PHONE (561)L99I5A5500431 VERIZON WIRELESS SITE NAME / GOZER NUMBER DUNE WALK / #68843 7370 SOUTH OCEAN DRIVE JENSEN BEACH, FL. 34957 LATITUDE 27`19'54.80"N, LONGITUDE 80`13'51.90"W j_'Y `\�\ ��` tTgCl.LY31M.+1��PP•N)e¢RR .�maW.,l.11��'Y9'.•;gtl �"] ��.�W • Mliuhuu ni:ase�n 11uu W]in mwa Uh, i Nall.lL pll tl).1KI n0\1 WY] IY IWfbUA;4ML,9p J[Pwt Gti Wi•]C• ME W1N 0 I G WR)Y1 W W IO 1lL OS L] � .ro u m f v w •om � • .SYv..YLu I.W \Rn tY Iv.. tuLv s aR6 \ e p�YYr.%y h ZTv wpl wLLuwL % 7 yi l.Iq�R rtICO<Cn Iqq ti'� A ^%R IUSC ' 1 1), •.s.Y.v.o )I NRm upyllLl6A{ ga..wrs )Y"'u.gLmgR..ia�se�r 3 om.c w..ro.) 1 1 ). ugY.ro-olh. a�.l�w-I '..�i^:m•.mrat ["am) q.weowcw� _ ` ., ,[� r e uwn e.lm usw i°n terra noa::u imiro. )ux i 6n�a.tW.' 4 mua umW .w w.w um L E woom Wm�w en qm )w L.. PROJECT DESCRIPTION CODE COMPLIANCE a m)..W.,•WI„. 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PRDJECTTEAM IsNEETINDEX I µRW -- NSTRUCTION NOTES Wp�i.nlnt�bOA t\t\ �I v�Ja N�i�lU.[[w tPW[t °wo�wCY ��K.w.+wau�i\ iw'.s�'0mitvn° o nimau® mowo w rti0.�[ W w H.p, tg6'i On2nsY SHC� �Ztl�tN.src .w s.RwS wn YW K[r ua �[w.[wR �aww�il�w1°s'"wis:�2ian ovn .ro can( MNIOI.W NL121V/ P R W, wsrttmn u[o3Wr fT M wn\➢ .MWHt KfMT.ir wt 01[Cl 4l I[tl NY n 9.1 YR �l .fns.Hn t.. aanMC WM af6-.n°'�wo n°rO1r�..t ano:�.w:.`.,Wwsnoa(wun. •-V>.wiw.�>���.�r �lAlR wq 46n� :n➢[II44n Ml°1VtW WaY�bitN(ala nM1l lv[.T. ,rO K.�R.MntV LY'JRA �.°".cNm"o'"m�ol`mnw�a.'mi�L°v"uH.°o� �t:"�w ma'r°iw.rpRMoc smuH . etas wm w514 wYn'w nlVwb�o nn it wxf.C°<ip IY.AK'N..\WCR wir,rt .��[ ..�.`R W fm nsi�iwYlan llm �°iiu�iur�s ui m° NvwNW. rw brnc rr YwJft twHal arms wpe iRw9 Walk Jupiter 68M ass -Fail 0742016 5. verizonf0 H�...rwnnw DUNE WALK SITE NO M3 7370 9 OLVII 0W Mm R 957 nsu9 wrz DULY 2016 59Yd ANTENNA UPGRAM O LEGEND \ � mntm t°.amr4.nn uSiien r.x Yam la tanw...>m J�L�tnE nssocimles, me ©w .av,6s i9m .mn .n ]IFL'[ at4 ROOF PLAN AND CONSTRUCTION NOTES :D MIY9FP�- 2 OF 6 N . L: 041475024 u � .�. • Limn _ E gun .. ;] :.iiDEl I-T Z�siIIlT '• ,. CD £, Cll. FTJ : micim CC7 `. CLl 1T.] W; I.. NORTH FI FVAIIA MITH FI FVAMN Illlp I1� ouuunmll unuu�nulll l I gill EXISTING ANTENNA LAypUT J BADID: AMfor 7009 AW5; Ground Basetl Raft for 19G AW PET: Cesmded for 7W &AW5, 19000DAAA shares 21MAWS TBI �DaDStOCBIDXdnuTIJM uynY: rvau duplrer 000 I w ESBBIEUNO YrtEWASEECDICANII BSEET 9a n......w. w.. wax A. -- e JVi4i� _-- mrA w d..�� Rlf�' i1fJY a M`W° a pal aa¢a �f34 a; r-'] `_D a 22q� a i rtFlF� �9HH1'1 e �_�F •�N-� c Il_Jq. Dune Walk Jupiter 68843 Pass -Fail 07/28/2016 10 of 38 MecaWind Pro v2.2.7.-0 per ASCE 7-10 Developed by MEGA Entersrisen, Inc. Copyright wH: mncae0reror'se s.com Date 7/28/2016 Project No. : 68843 Dune Walk Jupiter Company Name JWME Designed By t WM Address 4915 NW 43rd Street Description t Antenna Analysis City Gainesville Customer Name Verizon State FL Proj Location Miami, FL File Location: B:\JwNEWoba\]GIA\Veri eon Wireless\68843 - Dune Walk Jupiter\CALCDi.ATIONS\MECA Wind Antenna Loads-•68843 Dune Walk Jupiter.Wnd Input Paramotorsn Other Strueturao a Building Appurtancan MWFRS (Ch 291 Basic Wind Soeed(V) 163.00 mph Structural Category II Exposure Category D Natural Frequency N/A Flexible Structure No Importance Factor 1.00 Rd Directional Factor - See Belo. Alpha 11.50 Zg = 70C.0C ft At 0.09 St 2.07 Am 0.11 BM = 0.80 Cc = 0.15 1 650.00 Et Epsilon = 0.23 Zmin = 7.00 ft Gust Factor Calaulationn GUSt Factor category'I Rigid Structures - Simplified Method Gustl: For Rigid Structures ("tat. Freq.>1 Hz) use 0.85 - 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6•Ht 9.60 EC lzm: CC-(33/Zm)-O.167 0.18 Lzm: 1•(Zm/33)"Epsil0n 557.04 ft Q: (1/(1+0.63•((BtMt)/Lzm)-0. 63))'C.5 < 0.97 Guat2: 0.92S-( (1a1.7-3.4•lzm)) - 0.92 Gust Faccor Summary Not a Flexible Structure use the Lessor of Custl or Gust2 = 0.85 Design Wind Pressure - Other Structures Wind On chimneys, Tanks. Rooftop Equip. 6 similar structures per Higuie 29.5-2s Elev K. Kzt Kd qz Pre. ft paf paf --------------------- -------------------- 190.00 1.60 1.00 C.95 103.524 87.995 184.00 1.59 1.00 0.95 102.948 87.506 Top E1 8tm El Width Type Of Addl Tot Wid Shear Moment ft it £t pef ft it Kip K-ft --------------------------------------------------------- 190.00 184.0C 1.004 0.700 .000 0.700 0.4 1.1 184.00 SO.00 0.294 0.70C .COO 0.203 2.2 135.6 Notes: Top E1 - Top elevation of element under consideration relative to grade. Bcm E1 - Top elevation, of element under consideration relative to grade. Width Din of cireular cross-section 6 least horizontal dim of aquare, hexagonal or Decagonal cross section. Type a (11Sgjare-Wind on Face, (2)Square-wind Along Diagona:, (3)Hexag. or Occag. (4)Round-Moderately Smooth, (5)Round-Rough, (6)Round-Very Rough Cf = Shape factor per Figure 6-21 based upon VD ratio and Type selected. Add-, • Additional Area (Piping, Ladders, platforms, etc..), Cf•1.0 is assumed. Tot Wid = Total Wind Width: Cf • WGdch Addl Shear = Shear G etm: Press • Tot Wid a Shear(top) Moment = Mom 0 Btm: mom (Top) -Shear (Top) -(Top El-Btm E_).Shear (Stm)-(Top El-Bcm E1)/2 Envelope Only Solution JWME S. BELSER 68843 PLATFROM AND ANTENNA ANALYSIS Em SK-7 July 28, 2016 at 11:35 AM 68843 - DUNE WALK PLATFORM Envelope Only Solution JWME S.BELSER 68843 PLATFROM AND ANTENNA ANALYSIS SK-8 July 28, 2016 at 11:36 AM 66643 - DUNE WALK PLATFORM Envelope Only Solution JWME S. BELSER 68843 PLATFROM AND ANTENNA ANALYSIS SK-9 July 28, 2016 at 11:36 AM 68843 - DUNE WALK PLATFORM A z x Envelope Only Solution JWME S. BELSER 68843 PLATFROM AND ANTENNA ANALYSIS SK-10 July 28, 2016 at 11:36 AM 68843 - DUNE WALK PLATFORM A z x Envelope Only Solution JWME S. BELSER 68843 ISK-11 PLATFROM AND ANTENNA ANALYSIS 1 July 28, 2016 at 11:36 AM 68843 - DUNE WALK PLATFORM Loads: BLC 1, DEAD LOAD Envelope Only Solution JWME S.BELSER 68843 -301b PLATFROM AND ANTENNA ANALYSIS SK-12 July 28, 2016 at 11:36 AM 68843 - DUNE WALK PLATFORM z x Loads: BLC 2, LIVE LOAD Envelope Only Solution JWME S. BELSER PLATFROM AND ANTENNA ANALYSIS 68843 SK-13 July 28, 2016 at 11:36 AM 68843-DUNE WALK PLATFORM uune vvain du uer 000vo rass-rau utizorcu io -io of oo Z 'J�k X Loads: BLC 3, WIND +X Envelope Only Solution JWME S. BELSER 68843 PLATFROM AND ANTENNA ANALYSIS SK-14 July 28, 2016 at 11:36 AM 68843 - DUNE WALK PLATFORM Loads: BLC 4, WIND +Z Envelope Only Solution JWME IS.BELSER I C'�aIZ�C� PLATFROM AND ANTENNA ANALYSIS SK-15 July 28, 2016 at 11:37 AM 68843 - DUNE WALK PLATFORM A z x Loads: BLC 6, WIND -Z Envelope Only Solution JWME S. BELSER 68843 PLATFROM AND ANTENNA ANALYSIS SK-17 July 28, 2016 at 11:37 AM 68843 - DUNE WALK PLATFORM Dune Walk Jupiter 68843 Pass -Fail 07/28/2016 21 of 31 Code Check ( Env ) No Cali > 1.0 Z X _ .90-1.0 .75-.90 .50-.75 0..50 Member Code Checks Displayed (Enveloped) Envelope Only Solution JWME S. BELSER 68843 PLATFROM AND ANTENNA ANALYSIS SK- 18 July 28, 2016 at 11:37 AM 68843 - DUNE WALK PLATFORM Dune Walk Jupiter 68843 Pass -Fall 07/28/2016 22 of 38 JW�E Company JWME July Checked016 By: ngmeedng UZ Designer S. BELSER 11:35 AM Jab Number 68843 Checked By: W. M15HOE Model Name : PLATFROM AND ANTENNA ANALYSIS /Global) Model Seer nos Dis lav Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation? I Yes Increase Nailing CapacitV for Wind? Yes Include War - 7 Yes Trans Load Bbvn Intersecting Wood Wa1r? Yes Area Load Mesh M2 144 Merge Tolerance n 12 P-Delta Analysis Tolerance 0.50 Include P-Delta for Walls? I Yes Automatically Iterate Stiffness lots Walls? Yes Max Iterations for Wail Stiffness 3 Gravity Acceleration Itfsec"2 32.2 Wall Mesh Size m 12 Et ensoludon Convergence Tol. 1.E- 4 Vertical Axls Global Member Orientation Plane i XZ Static Solver S rse,Accelerated D —am ic Solver Accelerated So var Hot Rolled Steel Code A SC 141h 360-10 : ASD Ad ust Stiffness? Yesilleratiml RISAConnectlon Code RISC 1 th 360.10 : ASD Cold Formed Steel Code I AISI 5100.10: ASD Number of Shear Regions 4 R ien S acln Increment in 4 Biaxial Column Method Exact Inlectration Parma Bela Factor .fib Concrete Suess Block Rectangular Use Cracked Section? as Use Cracked 5ectlons Slab? Yes RISA-3D Version 14.0.1 IS t L..L..L..1...1...168843 - DUNE WALK PLATFORM DESIGN 1611 Poles.r3dj Page 1 Dune Walk Jupiter 65843 ■ Company : JWME oglneeAng, LLC Designor : S.BELSER Job Number 66843 t� Model Name _ PLATFROM AND ANTENNA ANALYSIS —[Global) Model Settings, Continued ISeismic Code IASCE 7-10 Seismic Base ETevation ft Not Entered Add Base Wei ht7 Yos Ct X .02 Ct Z .02 T X sec Not Entered Z sec T Not Entered RX 3 RZ 3 Ct Ex , X .75 Ct Exp. Z 75 S01 1 SDS 1 S1 1 TL sec 5 Risk Cat 1 of 11 mZ 1 mX 1 Rho Z 1 I ho X 11 I Pass -Fail 0728/2016 23 of 38 July 28, 201 a 11.35 AM Chocked By W. MISIIOE Hot Rolled Steel Properties Label FJka+l GAO--- Nu nelvRS L& F„lk5] RI Hot Railed Steel Section Sets R52:�'14 1,za'iR.17I:S>�!,i�1i41^�i"�'� ����Ttt^tI::Eiillllllrrfitii'Et��ID� 1 .�r:��'4'1111.C2!• •r l i a . 1 r�� 11 :. ��i IIi1•t7:J111'flC� 1 a_ .�o [ 1 11 rqMEN r�lw ©�'.'].::.V.9� 1 r .�' l 1' .1l4nIFLI n J 1' • i /• I,.1� 1 1 r c 1 11Imam , Ali [�TAf47i . ii�ix7i 7 �C�tid��l l_1i �"!rA•%��e1FtElll��rl[li>-l:! F><�r��i_ Iv'rllKU����� Joint Boundary Conditions 33444 ar. 314� ` t� 0 : 1 / 1 RISA-3D Version 14.0.1 [SA ,%...I.,.1,.1...1..A68843 • DUNE WALK PLATFORM DESIGN 16 ft Polq.r3d] Page 2 Dune Walk Jupiter68843 Company JWME Designer S. SELSER Job Number 66043 •V+odel Nam PLATFROM AND ANTENNA ANALYSIS Pass•Fal 07282016 24 of 3a July 28, 2016 11:35 AM Checked By. W. MISHOE Joint Boundary Conditions !Continued) INM I nbol X fklml Y WO 2 MW X RaLlk4k will Y Rot lkdt1radl 7 RM Ik.rlrrnol 1' 1 r■ooffff, WTI m WEEff r� RISA•313 Version 14.0.1(S:1..A... 1... 1... \...1... 168843 - DUNE WALK PLATFORM DESIGN 16 ft Polos.r3d) Page 3 ■ Cpnll�y egLice*I+p, ILC Do N9mhef S Model Name Dune Walk Jupiter 68843 JWIAE S. BELSER 68&13 PLATFROM AND ANTENNA ANALYSIS Joint Boundary Conditions (Continued) Pass -Fall 07l28/2010 25 of 38 July 28, 2016 1 L•35 AM Checked By: W. MISHOE ��r_:n�I�1�.���:�rtln�il�raiac�nia�t3str�"�.•Irsi �111.��1;I��:�13in� '�7r i1�uLl� Fi7 y:� •,''��_ t,siiL•'�� � 7�iF�� IiiCMNMI �7 RISA•3D Version 14.0.1 [S:V.1_.%... kA.1..A68843 • DUNE WALK PLATFORM DESIGN 16It Po!es.r3d] Page 4 a Companyemin AC designer Job Number3WAEon Model Name Dune Walk Jupiter68843 JWME S. BELSER 68843 PLATFROM AND ANTENNA ANALYSIS Joint Boundary Conditions !Continued) Memiser Primary Data Pass -Fail 072812016 26 of 38 July Z6. 2016 11:3S AM Checked By W MISHOE 3711EW M L - - :u � �II •• � 1 __Y kiwimminm 71�� :Rill,= „ n „ 111 i�y����®��•��®r��lT�d,'1 ! 11 ,• Z •till 1'11' %"i^;, 1•vo �.R �.. m�•�I33t,L�7t;I.�1��'� �1, 1, 1. ►�. {;' �: � ��61Lir i�1 RISA-3D Version 14.0.1 jSa.,l..l..L..L..l..168843 - DUNE WALK PLATFORM DESIGN 16 ft Poles.r3dj Page 5 Dune Walk Jupiter 68843 Pass -Fail 07/28/2016 27 of 38 JWME July 28. Designer JWM ngineering,L CCompany S.BELSER 11:35 AM Job Number 68843 Checked By6W OAISHOE Model Name AND ANTENNA ANALYSIS Member Primary Data (Continued) Label I Jolintof of R ... Se tloNS .. Desi n List Material Design Rul 39 C-39 N59 N57 -CHANNE Beam Channel A36 Gr... Typical 40 C-40 N56 N60 -CHANNELhannel A36 Gr... Tynical 41 C-41 N60 N56 -CHANNELBeam Channel A36 Gr... Typical 42 C-42 N38 N66 ANTENNA.. Column Pipe A53 Gr... Typical 43 C-43 N40 N67 ANTENNA..Column Pie A53Gr... Typical 44 C-46 N35 N69 ANTENNA.. Column pie A53Gr... Typical 45 C-47 N33 N68 ANTENNA..Column pie A53 Gr... Typical 6 C-48 N41 N72 ANTENNA.. Column pj a A53Gr... T iCal 47 C-49 N51 N74 ANTENNA..Column Pie A53Gr... T ical 46 ANT3 I N98 N100 JANTENNA..Columnl Pie A53 Gr... T !cal 49 ANT4 I N107 N109 JANTENNA.. Column PiDe A53Gr... TvDical 50 ANTIS I N106 N108 ANTENNA.. Column Pie A53Gr... TIpical 51 C-53 I N110 N112 ANTENNA.. Column Pie A53Gr... Typical 52 C-54 I N111 N113 ANTENNA.. Column Pipe A53 Gr... T iC I 53 ANTI I N99 N101 ANTENNA..Column Pipe A53 Gr... Typical - - _s - 74A N114 ANTENNA.. Column Pia A53Gc.• T is 55 C-59 N82 N116 ANTENNA.. Column pie A53Gr... Typical 56 C-60 N75A N115 ANTENNA..Column Pie A53 Gr... T ical 57 C-61 N83 N117 ANTENNA..Column Pie A53Gr... Tvotcal 58 C-66 N85 N125 ANTENNA.. Columnl P' a A53Gr... Typical 59 C-67 N 7 N123 ANTENNA..Column Pie A53 Gr... Typical 60 C-68 N84 N124 ANTENNA..Column PiDe A53Gr... T ical 61 C-69 N76 N122 ANTENNA..Column Pipe A53Gr... T jcal 2 C-70 N78 N118 ANTENNA..Column pie A53Gr... Typical 63 C-71 N86 N120 ANTENNA..Column Pie A53Gr... Tvolcal 64 C-72 I N80 N119 ANTENNA..Column pie A53Gr... Typical 65 -73 88 121 ANTENNA .. Column Pipe A53 Gr... Typical l C-75 N80 N78 H-B-PIPE Beam Pie A53 Gr.. Typical 67 7766 N76 N77 H-B-PI E Beam Pi A53 Gr... Typical N7 A N74A H-B-PIPE Beam Pie A53 Gr... T jcaj 69 N84 N85 H-B-PI E ea Pipe A53 Gr... Typical 70 M77 N124A N125A ANTENNA.. Column Pie A53Gr... jcal 71 M78 N123A N127 ANTENNA.. Column Pie A53 Gr... Typical 72 M79 N122A N126 ANTENNA..Column Pj a A53Gr... jyDical M1073 3 N83 N82 I H-B-PIPE Beam Pie A53 Gr... T ical 74 ANT2 IN146A N147A i ANTENNA.. Column Pie A53 Gr... Typical 75 M105 IN144A N148A I ANTENNA.. Column Pie A53Gr... TyDical 76 M106 IN145A N149A 1 ANTENNA.. Column Pipe A53Gr... Typical 77 M107 1 N88 N86 I H-B-PIPE Beam Pie A53 Gr... Tpical 78 ANTS 1 M152 N153 ANTENNA._Column Pie A63Gr... Typical 79 M109 1 M150 N154 ANTENNA..Column Pie A53Gr... TvDical 80 M110 1 M151 I N155 IANTENNA.. Column PiDe A53 Gr... Typical 81 M118 N144A N145A I I POST Colu Tube A500 G.. Typical 82 M82 N13 N20 -CHANNEL Beam Channel A36 Gr... T ical 83 M83 N20A N24 -CHANNE Beam Channel A36Gr... T jcal 84 M84 N24 N28 -CHANNEL I-CHANNELBeam Beam Channel A36Gr... T ical 85 M85 N28 N14 -CHANNEL Beam Channel A36Gr... Typical 86 M86 N17 N21 Channel A36 T I 87 M87 N21 N25 -CHANNELBeam Channel A36 T jcal 61 M 8 N2 N2 -CHANNE Beam a A36 l 1 8 M89 N29 N18 El -CHANNEL Beam Channel A36T 1 RISA-3D Version 14.0.1 [S:\... \... \..A ... \... \...\68843 - DUNE WALK PLATFORM DESIGN 16 ft Poles.r3d] Page 6 Dune Walk Jupiter 68843 Pass -Fail 07/28/2016 28 of 38 JWM� Company : JWME July Check d 016 By: ngineelmg, tAC Designer S. BELSER 11:35 AM Job Number :68843 Checked By: W. MISHOE Model Name PLATFROM AND ANTENNA ANALYSIS Hot Rolled Steel Design Parameters I nhol Chores I .—IMfrt I h• ff.1 h—rht V... V v l k P.—Ii- 1 COLA COLUMN 1.67 Segment Segment Lb Lateral 2 COL-2 COLUMN 1.167 Segment Segment Lb Lateral 3 COL-3 COLUMN 1.167 Se ment Segment Lb Lateral 4 COL-4 COLUMN 1,167 Segment Segment Lb Lateral 5 GIRDER-1 GIRDER 12.063 Segment Segment Lb Lateral 6 GIRDER-2 GIRDER 12.083 SegmentSegment Lb Lateral 7 BEAM-1 BEAM 18.667 Segment Segment Lb Lateral 8 BEAM-5 BEAM Segment Segment Lbyy Lateral 9 BEAM-2 BEAM Segment Segment Lbvv Lateral 10 1 BEAM-3 BEAM Segment Segment LbV Lateral 11 1 BEAM-4 BEAM Segment Segment Lb Lateral 12 CB-22 C-BEAM 2.5 Segment Segment b Lateral 13 CB-23 C-BEAM 1.75 Segment Segment Lbvv Lateral 14 CB-24 C-BEAM 4.333 Segment Segment LbV Lateral 15 CB-25 C-BEAM 2.5 Se ment Segment LI Lateral 6 CB-96 C-BEAM 2.5 Segment Segment LbzLateral 17 CB-27 C-BEAM 1.75 Segment Segment Llovv Lateral 18 CB-28 C-BEAM 4.333 Segment I Segment Lbw I Lateral 19 CB-29 C-BEAM 2.5 Se ment Segment Lbvv I Lateral 20 CB-30 C-BEAM 2.5 Segment Segment bvv I Lateral 21 CB-31 C-BEAM 1.75 Segment Segment bvv I Lateral 22 CB-32 C-BEAM 4.333 Segment Segment Lbvv I Lateral 23 CB-33 C-BEAM 2.5 Segment Segment Lbvv Lateral 24 C-34 C-CHANNEL 4.333 Segment Segment Lbyy Lateral 25 C-35 C-CHANNEL 2.5 Segment Segment Lbw Lateral 2 C-36 C-CHANNEL 1.75 Segment Segment Lbyy Lateral 27 C-37 C-CHANNEL 4,333 Segment Segment Lbvv Lateral 28 C-38 C-CHANNEL 2.5 Segment Segment Lb Late al 29 C39 C-CHANNEL 2.5 Segment Segment UbvY Lateral 30 C-40 C-CHANNEL 1.75 Segment Segment Lbyy Lateral 31 1 C-41 C-CHANNEL 2.5 Segment Segment bvv Lateral 32 C-42 ANTENNA... 16 Segment Segment bvv I Lateral 33 C-43 ANTENNA.., 16 Segment Segment Lbvv I Lateral 34 C-46 ANTENNA... 16 Segment Segment Lbvv 1 Lateral 3 - 7 ANTENNA... 16 Segment Segment Lbvv 1. Lateral 36 C-48 ANTENNA... 16 Segment Segment bvv Lateral 37 C-49 ANTENNA... 16 Segment Segment Lbvv Lateral 38 ANT3 ANTENNA.. 6 Sertment Segment Lbyy Lateral 39 ANT4 ANTENNA... 6 Segment Se ment Lbvv Lateral 40 ANT6 ANTENNA... 6 Segment Segment LbZ Lateral 41 1 C-53 ANTENNA... 6 Segment Segment Lbyv Lateral 42 C-54 ANTENNA... 6 Segment Segment Lb Lateral 4 ANT1 ANTENNA... 6 Segment Segment Lb Lateral 44 C-58 ANTENNA... ,5 Segment Segment Lbyy Lateral 45 C-59 ANTENNA... ,5 Segment Segment Lbw Lateral 4 -60 ANTENNA.- ,5 Segment Se met Lb Lateral 47 C-61 ANTENNA.,. ,5 1 Segment Segment Lbvv Lateral 48 C-66 ANTENNA... 5 Segment Segment Lb a 49 C-67 ANTENNA... ,5 Segment Segment Lb raaLl ,' 50 C-68 ANTENNA... e e t Segment Lb 51 -69 ANTENNA... ,5 Se ment Segment Lb t 52 C-70 ANTENNA... , Segment Se Segment Lb Lateral C-71 ANTENNA... Smt53 Segment Lbvv Lateral 54 C-72 ANTENNA.. 5 Se ment Segment Lb Lateral 55 C-73 ANTENNA.. ,5 e ment Segment Lateral C-25 -B-PIPE Segment L 57 C-7 -B-PPE Segment Lb LLaateral56 eral RISA-3D Version 14.0.1[S:\..A... \... \... \... \... 168843 - DUNE WALK PLATFORM DESIGN 16 ft Poles.r3d] Page 7 Dune Walk Jupiter 68843 Pass -Fail 0728/2016 29 of 38 Company : JWME Juty28.2016 Designs : 5_aELSER 11:35 AM Job Number 68843Checked By, W MISHDE Model Name - PLATFROM AND ANTENNA ANALYSIS Not Rolled Steel Design Parameters /Continued �tU1PJ�l�Rp��r�l�- {��•,���Liil��{33 FTNIMP lI1:�M � �E��1'[l��J♦L5f,:411ALZ:iIICJ• 1 1 _� Joint toads and Enforced Displacements WLC 1 : DEAD LOAD) Juinl LabH 1 11M nffr tmm &4nnnibvW(n, fn-h1 fin rar11 i7h- ^? - 98 L I 3 I-30 1 -30 5 N152 L y -3 7 N110 Y 0 12 -30 I —9 _ 1 Ly •30 10 N112 L y -30 11 1 N108 L -3 53 Y I 1 B winn L y -30 1 N147A L V -30 _18_ N101 L 1 -30- Member Point Loads WC 1: DEAD LOAD) .1...168843 - DUNE WALK PLATFORM DESIGN 16 It Poles.r3d] Page 8 Dune Walk Jupiter68843 Company JWME DesiQnor S BELSER Job Number 68843 Model Name PLAT FROM AND ANT ENNA ANALYSIS Pass -Fail 07/2812016 30 of 38 July 28, 2016 11.35 AM Checked By W. MISHOE Member Point toads (BLC 1: DEAD LOAD) (Continued) Marcher Label rlh1 lH Mru.m'h ApAh 4,111 1 .un --n V.1 BFAM-0 I Y 688 I4,344 10 8 I 11.344 1 BE 5 fi88 I 34 88 BEAM-5 I Y •608 11.344 Member Point Loads (BLC 3 : WIND +X) M1Mem4or Latil Hite n 6,7gpn nldopLi ln_ft1 r fy ir'l ' 1 1 :• 1 � • .L E� ' I I 1 1 . 1:: 1i 1•: 11 m: _ •C �3�1 :11 1•: C '. Member Point toads 164C 4 :_W1ND +Zl Mnmhnr Lnhnl nimninn. Manning ollh Ih.hl I rvminnth W Itsi 1• ' u _ • . / 1 •, 1 —n II `tl. 11 1 Member Point Loads (BLC 5 : WIND -X) Mamhr+label Drecoon KWrAldq hlthnl •-. Locatinnlft%1 _ :1. — - ___-_ 2.417 1.;. .340 an :.0 1 1.•. - DUNE WALK PLATFORM Dune Walk Jupiter 68843 Pass -Fail 0728/2016 31 of 38 1WME July28.ZB16 Designer JWAEQ S. BELSER 11,35AM Jo Num Job Nu mti� 88843 y,xerinc,UC Checked By. W MISIIOE Model Name PLATF ROM AND ANTENNA ANALYSIS Member Point Loads (BLC 3 : WIND 40 (Continued) M 1 01on val)[3111miellbLa�aGonm'y 4.344 BEAM-4 -1 37 i 11,344 13 BEAM.2 I x -1935 1 2.417 ! 29 15 2 7 1 9.188 is BEAM-2 1 .1467 1 13,0113 17 AM-3 X .1 -17q7 1 6,229 8 M• -1 57 9.1 88 0 M•3 X 3.09 2BEAM -4 -579 4,344 A11,344 23 1 SEAM-5 9 4 79 I 11,344 _Member Point Loads (BLC 6 : WIND •Z) Member Distributed Loads (BLC 3 : WIND +X) EAwrnM1w 1 aMl flira.rinn 6nn UrH.nn•dMIAM GI Gm U�n..n.AMw C.w... nrr:nnih M1LI GM I n..er.nnHr ael • I 1 / 1 1 ■tom—�i����.� 1 1 1 - DUNE WALK PLATFORM DESIGN 16It Poles r3dpaae 10 a Dune Walk Jupiter 68843 Cof,1ny JWMc'Ur . Des'S. BELSER Job Number 6W43 Model Naem PLATFROMAND ANTENNA ANALYSIS Member Distributed Loads (BLC 4 : WIND +Z) Pass -Fail 0712812016 32 of 38 Jtdy 28, 2016 11:35 AM Checked 4 W. MISHOE c46 7 34.7 34.7 0 - 10 c 34.7 11 C 9 z 34.7 0 C•42 z 34.7 34.7 0 13 4.7 .7 1 0 ANTS 4 54 0 d 169.4 0 Member Distributed Loads (BLC 5 . WIND -X) MerMer Slart Ma I i ! e nRude ... S % 1 SEAM-1 x •1ss_a - .1ss s n o i��T?►TrS_���a � ��_ _Member Distributed toads (BLC 6 : WIND -Z) ILl I " RISA-3D Version 14.0.1 (S:L..I..t... .,L.A... 168843 • DUNE WALK PLATFORM DESIGN 16 ft Peles.r3dpage 11 Dune Walk Jupiter 68843 Pass -Fail 07/28/2016 33 of 38 Company JWME July 28. JWr1E � Mad Name PLLATFROM AND ANTENNA ANALYSIS Job Number 68843Cn k@d By6W MISHOE N Member Distributed Loads /BLC 6 : MND -Z) (Continued) kr nhw 1 phN nrm . Cann Mnrtme Wnnh.M P Fm1 AS .NMntrh Cran n�olrnnrn.4L1 GrM 1 .v�linnln rYl 13 C-43 4. 2 Z 07 0 15 ANTS •54 ❑ Z I -1G&4 .165.4 1 0 1 0 17 C40 Z -165.4 0 18 C 1 I —.Z -165.4 165 Z 20 GIRDER=1 65.4 1 0 21 GIRDER2 z 465.4 9 1 0 22 1 Z 6 1 0 23 COL-2 Z :11111 119.6 1 0 24 0 1 25 O- Z •1 -1 9 6 0 6 C-81 -34.7 47 28 C47 -34.7 29 1 M764.7 Member Distributed Loads (BLC 7 . BLC 7 Transient Area Loads) r�23 1 C13-28 835 21 Y 15.835 I 15:835_�_6106 25 1 CB-32 Y 17.379 1 I 17 379 - 3 Dune Walk Jupiter68843 Cotnpany JVWE Designer S. BELSER Jnh M imb r 6OB43 Model Nance PLATFROM AND ANTENNA ANALYSIS Pass -Fail 07i28/2016 34 of 38 Aq 211. 2016 11:35 AM Checked By: W. MISMOE Member Distributed Loads (BLC 8 : BLC 2 Transient Area Loads) Mr. hnr 1.l,I Ml,tlnn Clan AAonnt. rtlnllpRt GI Fi Um•n".- Vn ct Inrne-.nftl bl Cwttn. m..•..Ib Sul 5 6- 5 C-41 Y A82,611 1-182.51 5. 74 •16 2. 3 CB- 2 0 e•18 6 4 C -26 95.01 3. 2 5 6 CB-26 Y 01 1 •1 5 9 .0 0-1 CB-30 Y A i -91.24 8.88 '•16 2 C- 5 Y I -91.24 .91.24 1. 9 M86 Y 1 g-182.48 5 1 82.5 4 4- 5 1.75 1 C-4 Y - 82 182.51 1.235 75 2 C943 y I950 1 4 T7 1 CE -2 -95 1.81 - 5 1.75 7 •95 1 1 5 15 B 1 I y I -9 4e-15 1 1.7 g C-36 Y -B5. 7 1 -8 . 7 4. 1 e 1 1 5 -T 1 •1 51 5 1.75 ! 2 1 33 J92 24 8 4 -182.5 I 1 0 4.3335. 1 3 e- 6 I 333 CB-2 •95 01 -9 . 0 4 333 1 23 1 01 3. B e-16 4-333 C 95,01 333 -32 y - G4.274 -104,274 1.41 15 4133 37 Y -78,206 78.20 4.333 7M88 y w182A8_182 48 9- b: 3 1 CB• 5 .182 4 44 - 29 C-39 y I .182.51 82 51 1. 5 0 CR-26 .95.0 4 5 5 1 1 0 CB-29 95 5.190-15 33 3 I I .95 01 I 1 0 t2r, 3 1 4 I 4 .387 -1 5 C-38 I Y .9 I 4 e- Y •1 e- I 82 2.09A5 2.5 Member Area Loads BLC 1: DEAD LOAD) 1��1• a / �L !MMk ® \ IN 1 1 Dune Walk Jupher 6B843 Pass -Fall 07W2016 35038 JWAVM%�Mcnng.lLC Mudd umberine < ATPROM AND ANTENNA ANALYS�5 Chocked Bp W. MISHOE Member Area Loads IBLC2: LIVE LOAD) Basic Load Cases , Load Ca nbinalions - W- - --- - - Mm", W,i%iltwo E1 • = � . fik�m�i�• ,Q 0r�,,.".t�; WWAIE I"�G� MEMO i0 Flammi� iil M0�M3'1 3�����.o>•.�.�.�. Iwx - , .�.a7.mORuM 1.7i�r�.�.�.��� ik7l ul.t RIF >,'L itLQl .Imm ® ivMmAmMMm�=E �.�.I..� WE'D 1 "M on. z Dune Walk Jupiter68843 Pass -Fad 07128/2016 36 of 38 CaTyany JWME July 20. 2015 Designs S. BELSER 11:35 AM Job Number 68843 Checked 8y W. MISHOE Mode) Name PLATFROM AND ANTENNA ANALYSIS Load Combinations (Continued) �..... ....... =�i���iiiio�ioi�iii"iir���winiiii mrnr��r�o� m�mw�ii m��r���m�+�mmms�mm•m.���ii mc�r��r_��u� ���mm• MEN M mmoMm m��rrr�ri�mn��m®�®�m�n■��m� m�c�re��a�m�®tom _ �®®����mm• m ,mrr omm�® m.. :. , : cz-�©�mm�mmmmm�n�m�m�■rm mma�■�mmm•mm�■�,n■r�nm�m rn�m�®m�m�mm�m�mam��msm KFA mom s■�m—mo��m��vm Lm�,T - Mwm®iN�����p�1�r� Envelope Joint Reactions W w v mil I r v R61 I r ) RW 1 r hAv 116.111 1 r A. 116_bl 1 r AA) N.Jd I 4121.526. 5 34 3587. 463.677 2 620_, 209 -1665. - 23 39 -968.32 -35 _ 40 _ N7 lm!n 03.648 3424.641 37 3 727. 12 33 197.1241 .61 38 q 1 -2 39.581 3 -238.35 30 7 � hw 4M481 32I10623,538135 3353,566 AL 39Q1,218 141 p839.75r 30 38 mn 747. 022.473 3 3 - 6797.709131 170263 4. 09 32' N4 x 3764.285 10 21,245341979.751 i 050.61 3Q min 7093.694 8 B 75 -3 9 5.118 31 -50&781 .25. Totals- ai119321.0.. 0 28 .Q 1 min 23908.... 38 -12838.559139 Envelope AISC 14th(360-10). ASo Steel Code Checks 1 COL-7 I WRu21 I 824 1 1710 1 36 - -_152 1-0941 y 32153750_ 154Q22.. 1io 5.1, 42754.4,.2. 8H1-1b x 1.167 69 3NO 1537550.. 64922 11925.1 42754.4,.1.409 1-lb O -3 W8x2 38 I 200 I 30153750 j154922 11925.15,42154.4 1-lb 8 2 0 I 30 1 205 I z 301537 154922-.11925.15 42754A- 2 001 H -1 WIDX33 3fig 4.783 30 1 .188 137226062...129077 930.1496808.3.. •689•Hl-1b 6 6GIRDER-1 IRDER-2 0 3 9 4.783 3 10,3. V34 22 718_ 4930.14 3. 1.678,H1-tb OX3 .129 3.111 1 37 1 .099 6.0281038195962 78..6 930.1496806.3.. 1 H -1b AM-5 W10%3 3.111 34195962-. 719_.34930.14 0808,3, -1b 9 8 M- I W 3111 k.LTKKTV30195962- 2.917 381959 90718.:. 4930.1406808.3•.1.894H7-lb 33 I 90718... 34930.14 96808.3.. 1 BEAM-4 W1 .977 30 2.817 30195962.. 90718...34930.t496808.3..1846H7-1b 6 30 285687... 718... 4930.14 90806.3.. 1 13 CB-23 W1 . 3 0 34 0 40288242.. 71&.. 4930.1496806,3..1,136H1-ib' RISA30 Version 14.0.1 jS:L..I.l 1.-l..L 168843 - DUNE WALK PLATFORM DESIGIM 1[ppJpol p dMm p 1r-- Dune Walk Jupiter 68843 Pass-Fau 07/2&2016 37 of 38 3WAIEneL+ing1LC Company JWME July 2B, 3odh lNNahme PLATFROM AND ANTENNA ANALYSIS Check dBy�W MISHDE Envelope AlSC 14thf360-10): ASD Steel Code Checks lContinuecO Sh I' PI S",Rf eCh IfIlDir._Nn CG LM 1B•24 0 0 34275864.. 718. 930.1496MG.3. H1-tb' 5 CB-25 33 .009 .012 2 34 285687.. 90718 930.ta96806.3. 1.136 H1ab• & 6 25 25 28285687. 90718,.34930,149680&3. 1.13 1- b 17 CB27 .006 87 .007 72B8242... W71B..34930.1498B06.3,.1,13 1-1b 18 B 28 3 67 0 28 275864... 90718- 4930.14 96806.3. 3fi b 19 CB-29 3 .003 1. .008 1 0 35285687. 90718:,.134930.1408806.3.•1. 36H1-1b 20 CB- MOM ,226 3 .099 30285687,.. D0718...34930,1496808.3..1.659 1- b 1 CB-31 3 .010 0 .013 0 2 40 288242.., 907111- 4930,14 96M.3.. . 36 H1-1b' 22 CB-32 33 .0D9 2 3 .015 34275864.. 7t 930,14,96806.3.1136H1-1b 23 CB-3 0 33 .002 .25 2 .010 0 36285687- 71 930.1496806. 1.136H7-lb G34 2.167 4.333 34 50373.4. 72645.7: 223Q61 17299.4 1 136 1- 25 C-35 5 .008 1.25 .027 30 84310.4. 7264s.7 2230s1 n299.4:e 136 H7-tb 26 6 0801.5 .004 34 .037 7 3166434.9772646.712230.611M99A.S1.73 H1-1b I C-37 2 6 0 34 50373.4. 72646.7..12230.61 172W4..1 3 H- ' 28 C- 8 5 .011 .026 0 31 64310.4. 2646.7.. 2230.61 17299A,• 136 HI -lb- 2 C-t9 1.5 3 1 2 7 3364310,4-72648:7,.2230,61 .136Hl-lbl 1- 30 Cr40 029 .87 .036 1 5 2 33 68434.8 72848.7.. 2230.81 17299A., . 3 b 31 -4 5 .043 1 .026 n 3364310.4.. 2648.7 2230.61 17299.4..1 136H7-lb 32 1 C PIPE_5.OX S17 0 31 is 3096705.3..12DO89-16591,8..16591.8-1.561 33 1 C-43 PIPE_5.OX ,612 .034 I 15 3096705.3 1200&9 6591.8..16591.8.. .95 H1-1b 34 PIPE-5.OX 8 .0 6 96705.3. G591,&.16591.8_ 404H1- b 35 C-47 I PIP 5,Ox 0 1 034 1 15 30 98705.3. 720089.. 6591.0..16591.&.IZ62 36 C-48 PIPE_5.OX .725 n -in .029 0 13096705.3-12DM-416591.8--16691.8.,12.091H7-1b 3 C-49 I PIPE-5.OX 729 Q 3 0 13096705-1 12D089.. 16591.0.116591.&.12.085H7- 38 I ANTANT3 PIPE-S-OX .124 6 30 1 .024 1 ILOM6999.. 20089., 16591a.16591.& 5 5H1- b 39 ANT4 I PIPE_5.OX ,039 1 5 31 1 .010 1 1 j3I 115999.. 12DO89 ... 16591.8..16591.8..1.834 Hl- 4 ANTS PIPE_6.OX 039 p 33115999... 1200B9... 16591.8..16591.8..1 41 C•53 PIPE -SAX -123 0 .024 30115999... ZOOB9...16691.8..18591.8.. 515H7-1b 42 WPE 5D% ,72 024 30116999_ 120089- 16591.&. 16591.8--l.515HI-lb 43 PIPE-5.OX .1 30 4 1 0115 720089..- 16591.8..16591.8-1.515 C• PIPE_5.O% 8 2 0 12 0024-120M... 16591,8.. 16591. .158 HI -lb 45 C- 9 PIPE_5.0% .056 .152 0 I 12002 t2DD89 18591.&. tM91.& 1,29 .Ht- b 46 PIPE_5.0% .0 7 31 .032 120024_ 120089. 116591.& 16591.11 .163 H1- C- PIPE_5.0% 1 3D 120024..d120D89.. 1&591.& 16591.&.1.28 TP-- 5sOX .054 53 120024- 120089..16591.8..16591.8 1_4g PIPE_5.OX .01733 133 .0 1 30120DB5.. 12DO89.. 76591.8..16591.& 2.16 H - C•6 PIPE_6,OX 1 4 .151 0 30 120024...120089...16591.B.,16591.& 1.29 51 1 C-69 PIPE-S.OX 1 ,018 33 .032 0 30120024 ... 120089.•.1OW A,16591,9.2 158 H - 2 PIPE_5.OX .018 0 I 38 I 027 a 38 120024.. 12W89,,.16691,8,.16591.& 2.184 H IA 53 PIPE_5AX 054 053A10 33 120024_.120689...16591,11- 16591.8,. 36 54 C• PIPE_s.Ox• .01 30 -027130t20024 12D089... 16591.8..16591,8. 86 Fill -it) 55 C• PIPE_5OX 54 0 38 i 1 72002 120089.. 1659i.& 16591-8- 1.237 56 1 C.7 PIPE_3.OX .286 3 .035 .167 31560509S93tia. 3355W?3 .378 -1b PIPE_3.OX 30 .094 3.042 30156297.&159311.3.. 2.33 5082.33s,1.341 5B PIPE_3.OX a .042 30 .042 3056297.6 9311.3. 082.3355082.3 1.346 59 I M76 PIPE_3.OX 650 3,042 30 097 3.042 3055297.6- 311,3. 2.3356082.33 1.341 1- PIPE_5.OX 30 .164 5 30115999,.,120089... 16591.8.. 16591.&41.785 fill I M78 P1PE_5.OX .29 30 .500 0I 30120024...120089.,,18591.8,.16591.8, 2 031 62 g PIPE_5.OX 289 5 30 I 493 0 30 120024...120089..,16591,8, 16591.8. 2.0 9 63 M103 PIPE_3.OX 57 3.042I .093 3,042 30 56297.6,. 9311.3.. 082.33 5082.33 '1 64 PIPE_5.OX 30 .150 - 30 115999_ 120089.. 16591.8. 16591,8.,1. 85 1, 65 M S RPE_5.OX .5 30 0 30 20024_112W89...16591.8.16591.8.. , 2 66 PIPE -SAX 28 3 .500 30120024.,.120089..16591. 16591.8.. 0 .6 PIPE_3.ax 67 33 .0 .167 31561150,9 9311.3. 082 33 1.378' TS PIPE_5.0X 3 5 31 115999.. 1 , 6591.6_ 16591 - b 6g PIPE S.OX 31 33120024.. 1 59 6 2 1D PIPE_5.OX ,Q26 5 3 i 10 33120024 t 9 65 .8r a RISA•3D Version 14.0.1 IS;1..•I... L..... 1..A... 468843 - DUNE PO 1 WA1E_9k_ee%InqXLC Dune Walk Jupiter 68843 Company JWME Designer S.BELSER Job Number 68843 Model Name PLATFROM AND ANTENNA ANALYSIS Envelope RISC 14th(360-10): ASD Steel Code Checks (Continued) Pass -Fail 07/28/2016 38 of 38 July 28, 2015 1135 AM Checked By; W. MISHOE meet a Gn... i wiry LG Jnear Gnprx I ngmuiriu Pncr m Pngom ... n 0.. MnZDO . un Lnn 71 M118 I HSS64x4 .000 1 0 f 33 1 .035 1 0 3086814.0..92826.3..10165.4..10765.4.. 1 H1-1b 72 M86 C8x11 5 1 .065 0 3 .030 2.5 V 34 64310.4..72646.7.. 2230.61 n299.4.1.136 H1-m 73 M87 C8x11.5 .121 0 30 .022 0 3568434.s772646.7..2230.61 17299.4..1.136H1-1b 74 M88 C801.5 .102 1 0 34 .032 4.3331 y34 50373.4..72646.7.. 2230.61 17299.4..1.136 H1-1b' 75 M89 C8x 1.5 .030 0 4 .021 2.5 3764310.4..72646.7..2230.61 17299.4..1.13 Ht-lb• RISA-30 Version 14.0.1[S:\..\... \... \... \... \... \66843 - DUNE WALK PLATFORM DESIGN 16 ft Poles.r3dpage 17