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STRUCTURAL ANALYSIS
u at&t September 20, 2017 Dennis Demarco SCANNED MasTec Network Solutions, LLC BY 6100 Broken Sound Parkway, Suite 6 St. Lucie County Boca Raton, FL 33487 Subject: Structural Analysis - Antenna Mount Carrier Designation: AT&T: JENBEACH [FA# 10016793] APX Project: 17-0107.89 ax ENGINEERING GROUP Site Information: 10680 South Ocean Drive Jensen Beach, Saint Lucie County, FL 34957 Latitude 27.2715000 N, Longitude 80.2043060 W Existing Tripod Antenna Mount Dear Mr. Demarco: APX Engineering Group, LLC (APX) is pleased to submit this Structural Analysis to determine whether the subject existing antenna mount is able to support certain proposed loads. It is our understanding that AT&T, who has retained the services of MasTec Network Solutions, LLC (MNS), desires to install new telecommunication equipment on the subject mount. This analysis was based on the supporting information listed in Table 2. Our services were performed in accordance with the terms and conditions of the master service agreement between APX and MNS. This report summarizes the results of our findings. The purpose of this analysis is to determine the suitability of the aforementioned structure to support the loading indicated in the attached calculations. This analysis has been performed in accordance with the Florida Building Code based upon an ultimate 3-second gust wind speed of 164 mph using RISA-3D structural software. Based on our analysis, subject to the assumptions and recommendations noted, it is our opinion that the existing antenna mount will support the proposed loading. Members: Pass at 80.0%, Connections: Pass at 49.8% This report has been prepared for the purpose of providing a structural evaluation of the subject structures for the loading conditions indicated. It is intended for the exclusive use of AT&T and MNS. The information, assumptions, and recommendations contained in this report should not be used by others for any purpose without express written authorization from APX. We ap�cgci9ti}9ttvq Opportunity to provide our professional services to you and look forward to continuing ou,���igfpstAp. " an be of any further assistance, please do not hesitate to contact us. ��`� T; G E IV Sincerely, Not No :tP APX Engineering Group, LLC :* �'53 ATE OF Michael A. Phillips, P.E. Chief Engineer Florida License #68312 AT&T: JENBEACH [FA# 10016793] Structural Analysis Report Table 1: Analvsis Criteria Building Code DescriptionCriterion Florida Building Code, 511 Edition (2014) Standard - Loads TIA-222-G, Structural Standard for Antenna Supporting Structures and Antennas FBC 1609.1.1, Ex #5 Risk Category II Ultimate Wind Speed 164 mph, 3-Second Gust (FBC Figure 1609A) Nominal Wind Speed 127 mph, 3-Second Gust (FBC 1609.3.1 for use with TIA-222-G) Exposure Category D Structure Class II (1 = 1.0) Radial Ice Thickness Zero Inches Topo. Category 1 Crest Height Zero Feet Analysis Type Rigorous (TIA 15.5.4) Analysis Assumptions and Limitations 1. Information in the supporting documentation that could not be verified by APX personnel is assumed to be correct. 2. All structural components are assumed to be in adequate condition to carry their full design capacity. 3. The configuration of equipment/appurtenances is assumed to be as specified in this report. 4. Emergency/essential communication equipment will not be supported by this assembly. If any of the above assumptions are not valid or have been made in error, these calculations may be affected, and APX should be allowed to review any new information to determine its effect on the structural integrity of the subject structure. Recommendations 1. Check all bolts for proper tightening in accordance with AISC "Snug -Tight' method prior to installation of proper equipment. 2. Replace any rusted/corroded hardware with new galvanized hardware. APX Engineering Group, LLC Wind Load - Appurtenance In Accordance With The TIA-222-G Standard APX Engineering Group, LLC 3400 Lakeside Drive, #525, Miramar, FL 33027 AT&T JENBEACH [FA# 100167931, 17-0107.89 M. Phillips, September 2017 �IPMI „a®, : Design Parameters Wind Speed, Vasd = 127 mph (FBC 1609.3. 1, TIA 2.6.1 and Annex B) Exposure = D (TIA 2.6.5) Structure Class = I I (TIA Table 2-1) Topo Category 1 (TIA 2.6.6.2) H = N/A ft (Crest Height Above Surrounding Terrain) Structure Type = Mount h = 143 ft (Height of structure) Wind Load H W D Appurtenance ) (ft) (ft) (ft) I = 1.0 (TIA Table 2-3) Ki min = 1.03 (TIA Table 2-4) Gh = 1.00 (TIA 2.6.9) Ka = 1.1 (TIA Table 2-4) f = Zy = 700 (TIA Table 2-4) Kt = N/A (TIA Table 2-5) e = a = 11.5 (TIA Table 2-4) Kh = N/A (TIA 2.6.6.4) Ka = Ca = a IL (Force Coefficient, TIA Table 2-8) Skew 1, 61 = qi = 0.00256K�Kz1KdV21 (Velocity Pressure, TIA 2.6.9.6) Skew 2, 62 = F = q,Gh(EPA)A (TIA 2.6.9.2) Roane Ka K� Ka Kd q: Ce Ce FFro,n Fside Skew of 91 ? (pst) Front Side (lbs) (lbs) FF ont Fside Page 1 of 1 N/A (TIA Table 2-5) 2.72 (Nat. Log Base) e ;o. (TIA 2.6.9.2) 0 (TIA Figure 2-4) 0° (TIA Figure 2-4) Skew of 62 Wt. Frront Fside (lbs) KMW ET-X-UW-68-14-65-18-iR-AT0 6 1 0.53 N/A 1.0 1.0 1.52 1.0 0.95 59.6 0.78 0.90 278 169 278 169 276 169 43.9 42.1Ericsson Andrew SBNHH-1 D85B0 6.08 0.99 0.59 N/A 1.52 1.0 0.95 59.6 0.78 0.87 280 187 280 187 280 187 RRUS-32 (Side)0 jRadioNO 2.27 0.58 1.01 N/A 1.0 1.52 1.0 0.95 59.6 0.73 0.70 58 95 58 95 58 95.4 50.6 Ericsson RRUS-12 (Side)0 1.52 0.67 1.48 N/A 1.0 1.52 1.0 0.95 59.6 0.70 0.70 42 94 42 94 42 93.9 60.0 Ericsson RRUS-11 (Side)40 1.42 0.77 1.48 N/A 1.0 1.52 1.0 0.95 59.6 0.70 0.70 45 88 45 88 45 87.7 54.0 RFSATM19801712-040 0.83 0.96 0.5 N/A 1.0 1.52 1.0 0.95 59.6 0.70 0.70 33 17 33 17 33 17.4 19.0 20.0 Raycap DC6-48-60-18-SS40 2 0.92 0.92 N/A 1.0 1.52 1.0 10.95 59.6 0.70 0.70 76 76 76 76 76 76.5 Mount Type z (ft) (EPA)N , (fl) (EPA)T z (ft) (EPA)A 2 (ft) K. Kt Kd q� (psf) Ka FFmnt (lbs) Fside (lbs) FF,o.t (plf) Fslde (pIQ Tripod Rooftop 0 45 1.03 1.0 0.95 40.4 1.0 - 1818 1818 - - 130 90.9 - ® a _ Dish Type z (ft) D (ft) A (ft) CA Cs CM K. Kn Kd qz (Pst) FAM (lbs) Fsm (Ibs) MM (Ib-ft) wt. (Ibs) Definitions: Panel = Panel or Directional Antenna, Omni = Omni -Directional Antenna, Dish = Microwave Dish Antenna, Radio = Remote Radio Unit (RRU), TMA = Tower Mounted Amplifier z x APX FLYNN 17-0107.89 JENBEACH - Antenna Mount Analysis 3D RENDERED VIEW SK-1 Sept 20, 2017 at 11:58 AM JENBEACH - Antenna Mount.r3d Envelope Only Solution APX Engineer I M. Phillips I 17-0107.89 JENBEACH - Antenna Mount Analysis JOINT NUMBERS SK-2 Sept 20, 2017 at 11:58 AM JENBEACH - Antenna Mountr3d Envelope Only Solution APX Engineering Group, ... SK - 3 M. Phillips JENBEACH - Antenna Mount Analysis Sept 20, 2017 at 11:58 AM 17-0107.89 MEMBER NUMBERS JENBEACH -Antenna Mcunt.r3d A Z X Envelope Only Solu5an APX Engineering Group, .. I SK - 4 M. Phillips JENBEACH -Antenna Mount Analysis Sept 20, 2017 at 11:59 AM 17-0107.89 MEMBER SIZES JENBEACH -Antenna Mount.(3d Displayed APX Engineering Group, ... SK - 5 M. Phillips JENBEACH -Antenna Mount Analysis Sept 20, 2017 at 11:59 AM 17-0107.89 MEMBER LENGTHS JENBEACH -Antenna Mount.r3d Z X 3.91 43.91b 4 IF 3. 201 d2.11 b -42.111 .201 -0 I .201 01e 50. 42.11E -1 Loads: BLC 1, Dead Load Emelope Only Solution APX Engineering Group, ... SK - 6 M. Phillips JENBEACH - Antenna Mount Analysis Sept 20, 2017 at 11:59 AM 17-0107.89 DL JENBEACH -Antenna Mount.r3d A, Z X Loads: BLC 3, Wind Front E wlope Only Solution APX Engineer n M. Phillips 17-0107.89 JENBEACH -Antenna Mount Analysis WIND AT FRONT SK-7 Sept 20, 2017 at 12:00 PM JENBEACH - Antenna Mount.r3d A Z x Loads: SLC 4, Wind Side Envelope Only Solution APX Engineering Group, . I SK - 8 M. Phillips JENBEACH - Antenna Mount Analysis Sept 20, 2017 at 12:00 PM 17-0107.89 WIND AT SIDE JENBEACH -Antenna Mount.rJd cma Env.Ca ) N. Cal Z X 1.0 76-90 5015 01.50 0:.50 1N 0 3p m 3S n o • .66 N O .28 0 .69 Member Code Checks Displayed (Enveloped) Envelope Only Solution APX Engineering Group, ... SK - 9 M. Phillips JENBEACH - Antenna Mount Analysis Sept 20, 2017 at 12:00 PM 17-0107.89 UNITY CHECK JENBEACH -Antenna Mount.r3d sneer No C k e 1.0 Z X eo-i.0 as.s0 sa.vs o:.fi0 12 `o .01 \ om 6 ''2 m .02 0 0 Ot a 0 02 0 Member Shear Checks Displayed (Enveloped) Envelope Only Solution APX Engineering Group, ... SK -10 M. Phillips JENBEACH - Antenna Mount Analysis Sept 20, 2017 at 12:01 PM 17-0107.89 SHEAR CHECK JENBEACH -Antenna Mount.r3d } Company APX Engineering Desgner . Phillips 111RISA M d'Jobel umber Name J^ENBBEACH -Antenna Mount Analysis Checked By:_ Global Way Sections for Member Calcs 5 lntemalSectionsfor Member:Calcs 97 Include Shear Deformation? Yes Inarease Nailing Capacity-for.Wind? Yes Include Wa in ? Yes Trans Load Bi-VIntersectin =Wood Wall? ' Yes,` Area Load Mesh inA2 144 Me _.e Tolerance in 12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls?- _ Yes.> a Automatically Iterate Stiffness for Walls? No Max- Iterations for°WaILStiffness 3 Gravity Acceleration fVsecA2 32.2 Wall Mesh Size. in 12 Ei enso'ution Conver ence pl., 1.E- 4 >/ertical Axis ' f - Global Member Orientation Plane xz StaticsSblver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 14th 360-10 : LRFD Ad`ust'Stiffness?'' Yes lteiafive - RISAConnection Code AISC 14th 360-10 : LRFD Cold Formed Steel Code None,. Wood Code None Wood'fem erature <1OOF Concrete Code None Mason Cade, -None Aluminum Code I None - Building Number of Shear Regions 4 Re ion S acin 'Increment in 4 Biaxial Column Method PCA Load Contour PartneBeta Factor PCA _ - 65'; • ' Concrete Stress Block Rectangular Use Cracked Sections? ` Yes Use Cracked Sections Slab? Yes Bad Framih . Wamintis? a No : r Unused Force Wamin s? Yes Min 1 Bar Diam S acin ? No Concrete Rebar Set REBAR SET ASTMA615 Min %Steel for Column 1 Max % Steel for Column 8 RISA-31D Version 13.0.1 [T:\... \... \... \... \3C installation [2017]\JENBEACH - Antenna Mount.r3d] Page 1 Company '''R'SA Designer Job Number Model Name Global Continued APX Engineering Group, LLC M. Phillips 17-0107.89 JENBEACH - Antenna Mount Analysis Seismic Code ASCE 7-10 Seismic Base Elevation ft Not Entered Add Base Weight? No Ct X .035 Ct Z .035 T'X sec Not Entered T Z sec Not Entered R X 8-5 R Z 8.5 Ct Exp.. X .75 Ct Exp. Z .75 SDI 1 SDS 1 S1 1 Not Entered Asec Risk Cat I oral Om Z 1 m-X 1 Rho Z 1 Rho X 1 Envelope A(SC 14th(360-10): LRFD Steel Code Checks Sept20.2017 Checked By:_ Member Shane Code Check Loa_ LC Shear Check Lac___ LC nhi'Pn..nhi'Pn_ nhi'M_ nhi'M_. _ Enn 1 M1 PIPE_5.0 .775 5.6... 11 .177 5.1... 1 5 110021..1126315215145215145... H1-1b 2 M2 PIPE 5.0 0 5:6.: 11 _179 5.1. _ 8 10021..126315 215145 215145..a 111-11) 3 M3 PIPE_5.0 .7g8 5.6... 3 .200 5.1... 2 10021..126315 215145 215145 ... H1-1b 4.`FACE 'C LL3.5x2.... .... :328 7 7 116 14z 2.- 40981'.. 13737611954..70590..... HI -lb 5 FACES LL3.5x2.... .346 7 4 .116 14 z 10- 40981.. 13737611954.. 70590..... H1-1b S , FACE A... LL3.5x2.._ - .175: - 9,9..: 12 .090 0 - 40981.. 137376 11954.. 11294.... H1-tb 7 M7 LL3.5x2.... .503 7 7 .112 14 z 24 40981.. 13737611954.. 70590..... H1-1b 8 M8 'LL3.5x2.... 505 I 11 .121 0'Z 23 40981..13737611954..70590....-H1-1b 9 M9 LL3.5x2.... .217 7 7 .086 0 z 18 40981.. 13737611954.. 70590..... H1-1b 10 M10 L3:5x3.5;_ .650 T.28 4 .014 0131 10433.:5508028986..39375.... H2-1 11 M11 L3.5x3.5... .292 3.9... 15 .008 8.0...19421..5508028986..49852..... H2-1 12 - M12... L3.5x3.5.. .139 j2= '3. .005 019421 a. 55080 28986.: 49852;..- H -:1 13 M13 L3.5x3.5... .692 7.28 8 .015 010433.. 55080 28986.. 39375 .. ... H2-1 14 M14 L3.5x3.5.. .282 3.9.- 19 - .008 19421,. 55080 28986..49852.. - H2-1 15 M15 L3.5x3.5... .135 4.0... 7 .004 8.0...19421..5508028986..49852..... H2-1 16 16 ' L3.5x3.5... A 40 4.0... 11 .004 8:0...19421.. 55080 28986.. 49852..... H -1 17 M17 L3.5x3.5... .298 3.9... 23 .006 8.0...19421.. 5508028986..49852..... H2-1 "' M18 L3:5x3.5.:: _ .660 7.28 10 .015 14....10433..5508028986..39375..... H2-1 19 M19 L3.5x3.5... .049 1 1 11 .006 1 1 41511.. 5508028986..60728..... H2-1 20 M20.- L3.5x3.5.: 0 .. 9 '6 : 006 0 'Y 7 - :41511..5508028986..60728......I H2-11. 21 M21 1-3.50.5... .048 1 5 .006 0 7 41511-.55080 !8986.. 60728.. .;. H2-1 22 -M 2 PIPE-10 :378 1.9.;. 12 .0 - 2.0.. 2 -. 23808-.3213p 2459. 459...: H1-1b 23 M23 PIPE_2.0 .226 3 2 .111 3 7 20866.. 32130 2459. 2459. ... H1-1b 24 M24 PIPE_2.0 .376 3 2 .133 3 6 20866..32130 459: 459:... H1-Ib 25 M25 PIPE_2.0 .388 3 7 .162 1 6 20866.. 32130 2459. 2459. ... H1-1b 26 M26: PIPE_2.0 - .218 3 11 119 3 4 - 20866.. 32130 2459. 2459:... H1-1b 27 M27 PIPE_2.0 .347 3 10 .126 3 23 20866.. 32130 2459. 2459. ... HI -lb 28' M28 .PIPE_2:0 :329 3 3 .153 1 3 20866..32130 2459. 2459... H1-1b 29 M29 I PIPE_200 .225 1 3 7 .035 3 1 120866..132130 2459. 2459.... HI -lb M 0 I PIPE 2.0 - .376 1 3 .086 1... 2 - `. 20866. 130 2459. 459...:. HI -lb RISA-31D Version 13.0.1 [T:\... \... \...\... \3C installation [2017]\JENBEACH -Antenna Mount.r3d] Page 2 Company APX Engineering up, LLC Des gner ips II I RISA M dlel Name : E N EIIACH - Antenna Mount Analysis Checked By:� Load Combinations Ile nlin Qn D QDQC D Cn DI r en MI mmmm 1 • . 1. - [mom®®m�i^,�®®�®®®s���® Joint Loads and Enforced Disolacements (BLC 1 : Dead Load) Joint Label L D M Direction Ma nitude Ib Ib-in in rad Ib• ... 1 N66 L Y 43.9 3 N64 L Y -43.9 4. ; N61`. L Y _ -43.9 5 N62 L Y -43.9 6 N z - -L .a Y 7 N69 L Y -42.1 8� _. 68 Y -4 1 9 N67 L Y -42.1 0 N7 -L Y �� -50.6 11 N72 L Y -50.6 1 N � Y 13 N71 L Y -54 14 _ -N55= L`_ Y g 15 N70 L Y -20 16 g .3 o . _ 1 17 N81 L Y -20 1 N82 L Y -54 19 N83 L Y -50.6 20 N86 L Y 0.6 21 N87 L Y -60 '22 �.. .r 54. L - Y -19 23 N92 L Y -20 ' 24 N93. s 54 ? - 25 N94 L I Y -50.6 RISA-313 Version 13.0.1 [TA ... \... \... \... \3C installation [2017]WENBEACH - Antenna Mount.r3d] Page 3 ring Group, LLC Sept 20, Desgner M. Phillips Job umber 17-107.89 111RISA M dlelName EN�BEACHeAntennaMount Analysis CheckedBy:� Joint Loads and Enforced Displacements (BLC 1 : Dead Load) (Continued) Joint Loads and Enforced Displacements (BLC 3: Wind Front) .Inint 1 nhel I_ DM Direction Maonitudef(lb.lb-in). (in.rad). (lh•s._ 1 N61 L X 278 2 N Q2 L X 278 3 N63 L X 278 4 N66 I x 278 5 N65 L X 278 6 N 4 L X 278 7 N69 L X 187 8 N68 _L X 187 9 N67 L X 187 10 N75 L X_ 95 11 N72 L X 95 12 N76 L X 94 13 N71 L X 88 14 N55 L X, 17 15 N70 L X 76 16 N60 L X 17 17 N81 L X 76 18 N82 L x 88 19 N83 L X 95 20 N86 : L X 95 21 N87 L X 94 22 N 4. ... L X 17 23 N92 L X 76 24 N93 Lx 88 25 N94 L X 95 26 N97 _ L X 95 27 N98 L X 94 Joint Loads and Enforced Displacements (BLC 4 : Wind Side) Joint Label L D M Direction M nitude Ib Ib-in in rad 's . 1 N61 L Z 169 2. N 2 L Z 169 3 N63 L Z 169 4 N66 L Z 169 5 N65 L Z 169 6_ N64, L Z' 1,69 7 N69 L Z 280 8 N68 L Z_ ' 280 9 N67 L Z 280 10 N75 _ L Z 58 11 N72 L Z 58 12 N76 L Z 42 13 N71 L Z 45 14 N55 L z 33 15 N70 L Z 76 16 N60 L Z` 33` 17 N81 L Z 76 18 N82 L _ Z 4 19 N83 L Z 58 20 N86 L z 5 21 N87 L Z 1 42 RISA-3D Version 13.0.1 [f:\... \... \... \... \3C installation [2017]\JENBEACH -Antenna Mount.r3d] Page 4 Designer M. Phillips IIIRISACompany APX Engineering Group, LLC M Name ENBEACH -Antenna Mount Analysis Checked By:- Joint Loads and Enforced Displacements (BLC 4: Wind Side) (Continued) Joint Label L D M Direction Ma nitude Ib lb -in) in rad Ib•s 22' N54 _ L + n .z a= 3 , 23 N92 L Z 76 N93 L Z _ 45 25 N94 L Z 58 26... . N 7� n._ _ _a- L Y'. v a u -. 'Z '° 58-- 27 N98 L Z 42 Member Distributed Loads /BLC 3: Wind Front) Member Distributed Loads (BLC 4: Wind Side) Envelope Member Section Forces Memher Aan Avinlnhl I C v Chcorn Iry Ahmrn I r Tn mnti iA I r ., ., ne,..., I r RA..4n6 :..I i r 1 M1 1 max 6588.8.463 6 5857.184 12 - .. _. ..___ 2409.315 11 ._. __._... 0 __ 1 ...........-1- 0 1 _�............. ... ... 0 .. 1 .2 ,. • l., mIR 091.58 24 , 742:243.8 -204189 0. 3 2 max 6007.101 7 1459.318 6 2456.953 11 12.451 11 77343.1... 11 62002.887 7 4 '` : min 2043.36. 24 1941-196 7 -176.692 1 -791 1_ :5617.425_ _ =47266:786 '12- 5 3 max 4191.556 7 2722.071 10 4879.70s 10 12.451 11 155383.... 11 131047.87 7 6- '' min 2113.761 24, 927.7017 148275 5 • . 7r409 �7-`:1394Z.5•` 3 =6073:54, -a`i 7 4 max 3616.831 7 3171.626 7 693.364 5 12.451 11 71429.4... 11 66427.11 7 8 . min 2053.576,' ¢ -205.716 '21 3438138 1, -7.4 9 (�7 14911.4. , 5 4001.25 22 9 5 max 0 1 .024 7 .005 3 0 1 0 1 0 1 10 _ min 0 1 -. 1 ,!9 =.024 11 ;0; :0.. 1; 0 �1,° 11 M2 1 max 5940.298 10 2338.203 10 369 ..441 10 0 1 0 1 0 1 12 ? in 430. !i ?16 2968.553 10538 5 Q �11. 1 01 13 2 max 5261.325 11 2524.609 3 1477.4331 5 12.139 38710.3... 12 26212.292 5 14. . ' ` mjn1868.259::.6 -533.142104269i33610 __I a:7 5%--61626.5:.3_. -691541 15 3 max 4026.194 11 3340.788 4 6246.644 7 12.139 3 83569.5... 11 16356.43 7 1 min `1801.545 1 3845A3 ` 9 -4751.65' 1 -8.786' 12 -77104.0.. 3 . -133036.629 17 4 max 3544.46 11 562.833 7 1703.964 2 12.139 3 45173.2... 11 13135.576 7 " 18 ' - Rijn 1777.014' 5 -2983.053 3 2171.806 11 -7 6 12 -35319.4. 2 -61961.5 6 ' 19 5 max 0 1 .004 7 .013 2 0 1 0 1 0 1 0 1_ in. 0 ., .'1 - 3° =.016- 11 "A 0 1' , 1_s.. 21 M3 1 max 6607.331 2 2131.273 4 4895.624 9 0 1. 0 1 0 1 . 22 _` min 078.736'20 354.181:;7 ` 3894:952 4 '.1 _ 1.. _ 0. -. to ... 23 2 max 6513.472 2 980.808 8 986.526 4 10.542 7 39144.3... g 82303.722 7 4 min-2203.88320 1373.04 7 2413.644 =11597 ,a--77064.3. 4 63 4 A, 25 3 max 4302.759 2 7280.622 12 989.221 4 10.542 7 9732.046 24 125929.052 7 min'1995.351' 685.586: -2381.46 .3 -7.48 3 -153588.. 3 1 -11354.'165 11 27 4 max 3659.144 2 2739.703 7 3395.747 3 10.542 7 5016.753 241 56970.71 7 8. - ' min-1898.432_ -867.245 •. -205= 1- +,-7 87, 3- -70818.8. 3`;. -18478,262 2"_. 29 5 max 0 1 .02 7 .025 3 0 1 0 1 3 i �0 1 = 7 `2 =.00 31 FACE C 1 max 1805.332 10 178.683 5 894.547 1 727.216 8 0 M268.052 1 min 1822.481 f1 66 2 ' -877.914: 19: -6 1� 1 2 max 1722.722 10 94327 6 482.371 1 395.733 7 28348.8...24 34 min 1a17.51 40.34 -466.329 9 '.- 95 1 -28186.1. RISA-3D Version 13.0.1 [T:\... \... \... \... \3C installation [2017]\JENBEACH - Antenna Mount.r3d] Page 5 up, LLC Sept 20, Desgner M. lips IIIRISA M diJobelumber 17-0107.89Name EN IEACH-Ant nnaMountAnalysis CheckedBy:� Envelope Member Section Forces (Continued) Memher Sac Arianlhl I r v 6hoarn I r 7 Chnarn I r Tnrm,anh_inl I r v-v Mnm I Mnm.Mnh_W I r, 35 3 maxII974.621 7 195.721 6 117.941 19 81.937 14 32629.8... 1 2391.332 25 36 min 1812.418 15 -171.722 11 -93.784 2 -92.778 8 -33326.5: 19 1315.608 19 37 4 max 2100.62 7 139.257 25 336.179 19 81.937 14 23222.3... 1 -337.343 13 38 r fl 1860.211. 5 22.992 22 7333.108 1 -92 77 -23788.9. 19 3 1 1 39 5 max 2392.525 7 118.078 18 892.32 19 1185.917 2 0 1 0 1 AO min 1906.265 14 - 3 04 1 -900.981 4 -11 2.19 . 20 0 1 0 1 41 FACE B 1 max 1770.562 3 186.421 12 977.692 10 854.116 4 0 1 0 1 42 - min 1760.405 2a 28,453 1 -987:687 6 -813.877 22'` 0 1 43 2 max 1876.067 3 100.738 1 1510.011, 10 391.373 4 30908.6... 10 -49.626 19 44 Innin 1662.64323-56.111 20 -494.75616 - 7 . 4 0609.92; 6 -3300.77 1 45 3 max 2035.452 3 93.9 2 112.636 16 99.6 22 35779.5... 10 2376.588 25 46 min -1518.06 23 -180 037 8 -82.4 10 .111225 4 36040.34 16 1304.303 1 47 4 max 2035.452 3 38.915 25 364.636 16 99.6 22 25964.3... 10 -267.471 18 48 min -1502.855!23 21.194 18 -359.695 10 -111-.225 4 -260176.A a -8 7.578 1 49 5 max 2166.964 3 154.922 13 916.312 16 1156.412 10 0 1 0 1 50 min 1366.132 2-373.417 7 -947.051 1 - 1 8. 0 1 0 1 51 FACE A 1 max 2428.035 12 334.511 3 435.068 241 996.955 6 0 1 0 1 52 min 1606.085 19 -117.223 21 -4%603 6 -918 306 ' 13 0 1 0 1 53 2 max 2508.717 12 -19.158 24 99.83 24 26,997 18 8689.674 24 -329.981 13 54 tmih -1777.58 19 -38.919 5 ;A00.368 6 . -30 776 1 - 827.09 : 6 820.805 8 55 3 1 max 2508.736 12 172.73 4 81.118 23 26.997 18 12884.0... 24 2385.922 25 56 min 1792.78s 9 -75.989 19 -88.268 19 -30.776 1 -1304Z5. 6 1285.326 23 57 4 max 2573.913 12 39.791 16 280.772 6 197.968 12 13622.5... 24 -301.042 15 ' min.1971.87219-92.943 9 -262.78824 -202,861 18-14179:1. 6 -3081.639 9 59 5 max 2577.6 12 -22.261 14 475.243 6 556.836 2 0 1 0 1 60 1. min 2104:527.1 ' 486.476 7"463.392 24 - 14 5 0 1. 0 1 61 M7 1 max 6039.668 11 228.641 11 1286.933 13 119-469 -M 1 0 1 0 1 ...6 ; - min 2096.796 -145.007 17 -140922 7R794.688 7 5 1". _._.0. .163 2 max 5653.29 23 93.04 12 656.642 14 6 37228.9... 13 -111.314 17 64 min 2503.203 1 1.447 18 755:355 76 23 -41781.7. 7 3 7p 11165 3 max 6331.826 18 108.978 12 152.351 19 14 44838.4...13 2515.366 25 66 min '5348. 12 -183.832 -1 14 7 1383.21 7 1556.593 267 4 max 6550.12 18 48.381 12 588.827 19 13 32184.5... 13 -135.391 17 6 mi 5566.91 12 18.995 18 =519.52 132 7 -35828.5. 7'' -1204283 11 69 5 max 7047.174 6 129.751 24 1386.498 78 8 0 1 0 1 70. -. min-6049.01212 -357.329 6 1213.02 1 12. 0 1 - 1 71 M8 1 max 5704.148 12 222.835 7 1519.6531221 173.794 8 0 1 0 1 min 3251.375 8 36.962 24 1583.95 4 -1057.112 23 0 1 0 1 73 2 max 5834.653 24 100.706 7 734.693 22 92.639 4 43159.3... 122 50.673 13 74 - in 3435.833 8 -69.815 13 .793.451 4 -194:343 23 -45440.2. _ 4 -34 :67 7 75 3 max 7062.414 24 109.743 7 139.679 15 65.08 23 52755.1... 22 2500.281 25 7 in 6123.119 8 -189.971 432.7,92 -1 1 $ -553021._4- 1 47.759 1' 77 4 max 7062.414 24 49.146 7 633.732 16 49.603 22 37762.4... 22 -82.951 13 78 - min 123.119JL 17 -608.942 2 -1 `7 1 -39284.5. 4 -1250.566 7 ' 79 5 max 7343.208 12 165.616 19 1466.236 4 637.332 4 0 1 0 1 80,1 min 6377.866 8' -391:866 1 -1383.42 ,22 -85 .073 2 0 1 0 81 M9 1 max 6799.11 9,352.718 9 473.579 12 906.081 1 0 1 0 1 - - min 5814.451 -128.957 439.473 - 4 6 896 18 - 0 1 0 1 - 83 2 max 6520.16 21 -18.549 21 132.625 12 10.046 13 9703.136 12 -101.305 20 4 min 5634.437 -4 14 3,-123.571 18 -41 ;381 11 9517.018'19 -11 85 3 max 6520.16 21 184.314 8 132.625 12 26.602 13 15273.3... 121 2509.077 25 86 ' min 5634.437 -4- -10891 3 -123.571 18 -41.381 '" 11 -14686:9 19 1510.862 24. 87 4 max 5242.762 14 60.636 20 291.342 19 174.288 6 15543.3... 12 119.581 21 88 ` min 3211.657 4 -92.225 2 -306.748 12 -171 29 24 44606.3: 19 -33 0 827 '3 89 5 max 5486.609 2 -35.63 19 513.213 18 322.477 6 0 1 0 1 90 min 3016.504 4 -232i889 -545.561' 12 -677.112 14 0 1 0 1 91 M10 1 max 5859.817 4 56.69 25 0 11 5.813 8 0 1 0 1 RISA-3D Version 13.0.1 [f:\... 1...\...\... \3C installation [2017]\JENBEACH - Antenna Mount.r3d] Page 6 Model N ber : E B07.89 ntenna Mount Analysis By:_ 111 RISA Envelope Member Section Forces (Continued) M.mH.' Qi n,a.,inki 1 r ., ch-n i r ck-n i r T..... nk ;: i i n .. .. nn,.... t r RA..........n6 92 min 7451.90 I21 2 0 12 -38:365 7 0 . T 0 1' 93 2 max 5852.87414 28.345 25 0 11 5.813 8 11313.269 25 0 2 ' 94 min :7457.233 9 & '. 2- 0' 12 -38.365 7 0 2.. -1313 264 25 95 3 max 5845.9314 0 1 0 1 5.813 8 11751.025 25 0 2 96 -_ m ."- ;a- --=lriiin 7464.1 tag= =0-'r'1 = 0=; 1= "-38i365' 0 -" L ' 175tA 8 a"25 97 4 max 5839.123 16 0 2 0 11 5.813 8 11313.269 25 0 2 98 thin -7471 12 ' 9 -28.346 25 _ 12 .r-38.365' 7 L 2 13 3.2 4 25- 99 5 max 5833.915 16 0 2 0 11 5.813 8 0 1 0 1 100, min7478.063''9 -56.69 25 . 0. 1 -38.365 7 '.0 1 .0' 101 M11 1 max 5355.751 15 28.345 25 0 11 23.435 23 0 1 0 1 102`= =min2237.739. 8.222 94 0 24 -1.499 '3 .0' Id 0, 1 ` 103 2 max 5350.544 15 14.173 25 0 11 23,435 23 363.583 25 -233.731 14 104 Innin -2244 6e "-9 9.111 4 0 _ 24 -17: 9 3 ' 233.7 2 1 _ -363.582, ',25: 105 3 max 5345.338 15 0 1 0 1 1 23.435 23 484.778 25 -311.642 14 106 5 min 2251.E `g ,a0=- ,,1. n 0 1 '-17.4 9 3,311_6 5 '4 .776, '25'. 107 4 maxr5340.132,15,3215 -9.111 24 0 11 23.435 23 363.583 25 -233.731 14 min6 ,9 -14.173 25 24 -17 49 3 233.732 15L _ _=36 : -25109 5 max6 15 -18,222 24 0 11 23.435 23 0 1 0 1 10nifn0.5 =- 8345'25 ° ' 24'"_17`49 1`i' 1." 111 M12 1 max5 21 28.345 25 0 3 11.993 8 0 1 0 1 min58 3 18.222-23 D ° 7'-12:737 13 1 0 1113 2 max78 21 14.173 25 0 3 11.993 8 363.583 25 -233.731 20 114 rain 3 .111 `23 0 7 -1 .7 7' -13 33.732 23. -3 125,115 3 max72 21 0 1 0 1 1 11.993 8 484.778 25 -311.642 20 ' 11 w , thin' 380.941, , '0 ' i 1 ' 0' "1 1 - 2J37 ` 3 311.643123 _-484.776 f 117 4 max 1221.066 21 -9.111 14 0 3 11.993 8 363.583 25 -233.731 20 118 387.883 3 -14.173' 7, -12' 37' 13'233.7 -363.582 119 5 max 1215.86 21 -18.222 14 0 3 11.993 8 0 1 0 1 1 0 - i 394.825 13` -28.3 '; 7 :-12. 7 13 r 0 1" 0'1 121 M13 1 max 6300.348 8 56.69 25 0 13 2.879 1 0 1 0 1 =12 - min 7701.517'° 4 `7 0 18 =45:31 1 D .` 1 0 123 2 max 6293.404 8 28.345 25 0 13 2.879 1 1313.268 25 0 7 ' 1 4 , 7707.38 `12 '0 L 0 �+ 8 2 a 11 _ - -13 3.283 - 125 3 max 6286.461 8 0 1 0 1 2.879 1 1751.024 25 0 7 126 mi 7714,323'.12 0 1 0 - 1' 45.31 1 0 7 - -1751. 17 25 127 4 max 6279.704 20 0 7 0 113 2.879 1 1313.268 25 0 7 128 - _ min 7721.26E-12 -28.345 i25 - 0 -` 18 -45' 1 = 11.° ' 0 = 7 -1313:263 -2 _q._ 129 5 max 6274.497 20 0 7 0 13 2.879 1 0 1 0 1 130 " x 1 min .-7728.21 '12 �56.6 ` 25 0' '' 6 =4 31 11,111, 0 `1 0 11 131 M14 1 max 5149.514 19 28.345 25 0 123 20.878 141 0 1 0 1 132 min 2157.384 1 18.222 , 19 0 < 4 -23.183. =7 0 1 0' 1; , 133 2 max 5144.308 19 14.173 25 0 23 20.878 14 363.583 25 -233.731 1 19 L134 ': _ - 'min 2164.326=1 9.41i 19i 4 -2 .1 . 233.732;181., -363.582, 135 3 max 5139.101 19 0 1 0 1 20.878 14 484.778 25 -311.642 19 �1136 'I min 2171.26 LL 0 0, '' 1 -23 183 -7 11. 4 9 -484.770 25 137 4 max 5133.895 19 -9.111 20 0 23 20,878 14 363.583 25 -233.731 19 min 2178.209:1 14.m 2 4= -2&183, 7_ $3.732 9 3.5 s 139 5 max 5128.689 19 -18.222 20 0 23 20.878 14 0 1 0 1 140 . �. �in 2185.151 1 -28.34 25 0 "' 4 - 3.183- 70 0 1 ` 141 M15 1 max 1154.478 13 28.345 25 0 191 9.528 2 0 1 0 1 a 4 . ` min 6153.22s'-7 =1 . 22, 24 ' - 91,1 -8.77 ,- 123 ; - 0 LL *0' - 143 2 max 1149.272 13 14.173 25 0 19 9.528 2 363.583 25 -233.731 24 in ` 1604E :'7 9, 111 � 2A 0 ` r" 8 8`. 72 23 233.73 4' - 63 5 2 ` 25 145 3 max 1144.066 13 0 1 0 1 9.528 2 484.778 25 -311.642 24 • 146 rnm -6167.11 , 7 0 - 0 1 ' . 72 23 311.643 ' 4 -484.77 ` 147 4 max 1138.86 13 -9.111 19 0 19 9.528 2 363.583 25 -233.731 24 14 " min 174.0511 t -1 . 73 2a 2- RISA-3D Version 13.0.1 [T:\...\... \... \... \3C installation [2017]WENBEACH - Antenna Mount.r3d] Page 7 Group, LLC Des gner M. Phillips 107.89 I'IRISA M dleluName JENOBEACH- Antenna Mount Analysis Checked By'� Envelope Member Section Forces (Continued) rtn...., 6.,. a-- n..:..mu 1 r .. C6...,.rl 1 r , el.,....n I r Tn mnk L,1 1 r ,. „ rtn.,.., I r _. nn... fnk :.,1 I r 149 5 max 1133.653 13 -18.222 19 0 19 9.528 12 1 0 1 0 1 150 min 180.993 7-28.345 25 0 9 -8.772 23 0 1 0 1 151 M16 1 max 1254.41 17 28.345 25 0 3 10.294 5 0 1 0 1 152 min 472.89a 11 18.222 14 0 11' -11.168_ 14 0 1 0 1 153 2 max 1249.204 17 14.173 25 0 3 10.294 5 363.583 25 -233.731 14 15 _ min -6479.84 11 9.111 14 0 11 -11.168 14 233.73 '23 -363.582 25 155 3 max 1243.997 17 0 1 0 1 10.294 5 484.778 25 -311.642 14 156 min 6486.781 11 0 1 0 1 -1 .168 14 311.643 2a 484.776 2 157 4 max 1238.791 17 -9.111 15 0 3 10.294 5 363.583 25 -233.731 14 158 min 6493.723 11 -14.173 25 0 11 -11.168 14 233.732 23 -363,582 25 159 5 max 1233.585 17 -18.222 15 0 3 10.294 5 1 0 1 0 1 160 min 6500.665 11 -28.345 25 0 11 -11.1 8 14 0 1 0 1 161 M17 1 max 5463.444 23 28.345 25 0 23 18.088 19 0 1 0 1 162 min 2259.095 5 18.222 23' 0 11 -17649 12 0 1 0 1 163 2 max 5458.238 23 14.173 25 0 23 18.088 19 363.583 25 -233.731 23 164 _ min 2266.037 9.111 23 0 11 -17.649 12 233.732 '19 -363.582 25 165 3 max 5453.031 23 0 1 0 1 18.088 19 484.778 25 -311.642 23 166 min 2272.979 5 0 1 0 1 -17.649 12 311.643'19 -484.776 25 167 4 max 5447.825 23 -9.111 24 0 123 18.088 19 363.583 25 -233.731 23 168 min -2279 92 5 -14.173 25 ' 0 11 -17.649 12 233.73219 -363.582 25 169 5 max 5442.619 23 -18.222 24 0 23 18.088 19 0 1 0 1 170 min 2286.862 5 -28.345 25 _0 11 -17.649 12 0 1 0 1 171 M18 1 max 5958.212 10 56.69 25 0 14 2.752 5 0 1 0 1 172 min 7552.408 17 0 11 0 19 -44.177 3 0 _ 1 0., 1 173 2 max 5951.268 10 28.345 25 0 14 2.752 5 1313.269 25 0 11 174 _ min 7557.75s 5 0 11 0 19 -44.177 3 0 11 -1313.264 25 175 3 max 5944.325 10 0 1 0 1 2.752 5 1751.025 25 0 11 176 min 7564.699 5 0' 1 0 1 -44.177 3 0 11 -1751.018 25 177 4 max 5937.484 22 0 11 0 14 2.752 5 1313.269 25 0 11 178 min 7571.642 5 - a.3 5 25 0 19 -44 177 3 0 11 -1313.26 25 179 5 max 5932.277 22 0 11 0 14 2.752 5 0 1 0 1 180 min 7578.585; 5 -5 .69 25 0 19 -44.177 3 0 1 0 1 181 M19 1 max 336.917 25 91.199 1 91.304 10 2.013 11 0 1 0 1 182 min 180.862 18 -91.144 19 -91.296 4 -.403 20 0 1 0 1 183 2 max 328.819 25 91.199 1 91.304 10 2.013 11 1059.273 11 1056.866 21 184. min 175.655 18 -91.144 19 -91.296 4 -.403 20 -1 5 .6 5 -1056.815 1 185 3 max 292.72 25 30.381 19 30.432 4 2.013 11 706.182 11 704.577 21 186 min 152.449 18 -30.4 1 -30.435 10 -.403 20 -705.733 5 -704.543 15 187 4 max 284.621 25 30.381 19 30.432 4 2.013 11 353.091 11 352.289 21 18 min 147.243 18 -30.4 1 - 0.43 1 -.403 20 -352,867'_5 =352.272 15 189 5 max 276.523 25 30.381 19 30.432 4 2.013 11 0 1 0 1 190 min 1 2 7 1 -30A 1- .43 10 -.403 20 0 1 1 191 M20 1 max 335.564 25 91.289 1 91.14 22 1.801 7 0 1 0 1 192 min 173.307 14 -91.324 7 -91.119 16 -.252 17 0 1 0 1 193 2 max 327.465 25 91.289 1 91.14 22 1.801 7 1057.995 12 1057.273 8 194 min 1681 14 -91.324 7 -91.119 1 - 252 17 1058.589 6 -1056.845 14 195 3 max 291.367 25 30.441 7 30.373 16 1.801 7 705.33 12 704.849 8 196 minr336.517 4 - .4 1 -30.38 22 -.252 7 -705.726 -7 45 4 14 197 4 max 25 30.441 7 30.373 16 1.801 7 352.665 12 352.424 8 198 in14 -3 .43 1 -30.38 22 -.252 17 -352.863 - .2 14 199 5 max 25 30.441 7 30.373 16 1.801 7 0 1 0 1 200 min 14 -30.43• 1 -30.38 22 -:252 17 0 1 0 1 201 M21 1 max 25 91.295 1 91.278 10 2.015 3 0 1 0 1 202 min21 -91.289 7 -91.317 4 .074 13 0 1 0 1 203 2 max 25 91.295 1 91.278 10 2.015 3 1058.918 12 1057.8 9 204 min175.25 21 -91.289 7 -91.317 4 .074 13 1059.265 5 -1057.926 3 205 3 max 292.32 25 30.43 7 30.439 4 2.015 3 705.945 12 705.2 9 RISA-31D Version 13.0.1 [T:\... \... \... \... \3C installation [2017]\JENI3EACH -Antenna Mount.r3d] Page 8 Company APX Group. LLC Designer M. ips IIIRISA ModelName : JE EIIACH-An -Antenna Analysis Checked By:_ Envelope Member Section Forces (Continued) Momhar Acr Avivmhl i r v Sh.n l i r v Shearn i t Tnmunnh-'w i t ,,, Mnm i t - RAnm mti w I r '206• min 152.04821 -,30. 2 1' -30426 10' ° 074 13-706.1765 765.284 3 207 4 max 284.221 25 30.43 17 30.439 4 2.015 3 1352.973 121 352.6 9 '208 min 146.841 21 30.432 1- -30.426 10 ,074 - 13 -353:088 5'1 352:642 3 209 5 max 276.122 25 30.43 7 30.439 4 2.015 3 0 1 1 0 1 mn,141.63521=30:432, T -30.42610 '',f074' '13' 0= 1,' `0 •, 1 211 M22 1 max 318.494 9 390.14 1 249.811 10 1001.92 9 3089.032 15 1800.864 13 21 ' " _" . : min -133:906 15 -363.975 19 -2 3:71 1 ' -771: 8 -15 3os5.s53 " 2286.581 213 2 max 313.287 9 390.14 1 249.811 10 1001.92 9 2399.024 12 3462.785 19 214 min -13T. 1 -363.975; 19 -203.71 16 '-771j28 15 1791.3 18 1 5, 12 . 215 3 max 143.467 21 387.911 7 232.87 4 1114.267 2 2559.691 23 5307.571 7 216 , min =301.22 -359.791::13 -18T.48s ' ' '.4 8 0.2461.87 5- -4 :2 5' 24' 217 4 max 139.562 21 387.911 7 232.87 4 1114.267 2 1907.243 2 917.768 4 18 _ ` ni ,-306.426 3 -359.791 <1 -18T489 22 `- 3 .4 201 1610.05820 -808.1 `20' _ 219 5 max 0 1 .009 6 .005 6 0 1 0 1 0 1 mi �'1`-.01 `-1 -006;. 120 1 `' :� 1= 221 M23 1 max -17.1 13 27.246 7 52.819 4 0 1 0 1 0 1 2 min -2 : ` 5 -27.244 1 T 22 0 1' 1. a 1' 223 2 max 48.363 6 238.833 1 171.119 11 1398.602 14 839.208 18 922.168 9 224' " min -5.78 1 -210.256''19 t24t169 1 - 7 r:787 .`J 2158.488 1 -1146 535 1'S 225 3 max 42.115 6 238.833 1 171.119 11 1398.602 14 2169.75 21 4418.769 7 226 _ '" min -56.472' 2 -187 405 14 -47 292 20 -1717-7 7 7 2485.965 3 ` -458 7 - 2, 227 4 max -8.859 18 238.208 7 152.31714 1398.602 14 1442.751 7 495.459 21 -228. 'in' 2 719 2a -2095 1 -109:817 22 -- 1=7.787 7 -514.363' ]3 <-1361.801' ' 229 5 max 0 1 .008 7 .004 2 0 1 0 1 0 1 -230':_ ., _ in -.009 "2 -.00 L - 0 1_ - 1 .. 231 M24 1 max 0 1 .004 9 .003 3 0 1 0 1 0 1 32 min 1 - ,-. 0 -, 9 1 r' 0 1-' el 233 2 max 123.344 1 344.451 13 227.716 10 858.405 15 2210.466 6 1582.77 8 miin. 6 18 3so:47 T -216.824 6 = 97:435 .-220525524' -1487.323" - 16, 235 3 max 117.097 1 176.245 23 227.716 10 1683.672 24 4011.719 9 8102.907 7 23 '` ` min -126i93 -398.546 1 192.079 17 =1 3 .426 6 _ 038:486 3 -8085.857 1 237 4 max-43.408 13 362.04 19 219.816 4 1683.672 24 1551.834 19 1211.732 21 238 % min -133J7T , 6, -398.546 =1 -209;032 9_1g 4 1803.593 1 = -1401 3;, ' 239 5 Imax 0 1 .02 7 .011 2 0 1 0 1 0 1 240``- min` =1'-018' 2 -.011_' 7 '_0` 1: "0 0 1: 241 M25 1 max 0 1 .01 7 .004 2 0 1 0 1 0 1 242 min 0 1 -. 07:-2t `-.006- �7 0 1 L e0 - 1 0 a�1_s 243 2 max 317.251 6 350.421 13 220.555 22 2476.298 6 2454.529 7 1309.861 19 244 ` • . t - ml -139.357 24 -388.303'7- -222-349 4 -2011:337 4 1564.313 2" `-1020.811 - 245 3 max 311.003 6 180.816 23 220.555 22 2476.298 6 3724.426 9 8295.84 7 46 min -303.527 12 -403.115 -222.349 4 - 11. 7 24 3726.0 3, `-7551-:1 - 1 247 4 max 141.678 18 367.818 19 208.687 16 1209.015 8 1361.492 19 845.033 9 mi 30s.775 2 4o3at5.�,1=- 972 0 -1019765 1 _-1564.0s 837,155`. - `35: 249 5 max 0 1 .013 7 .007 2 0 1 0 1 0 1 0... .e m" 0 1 -.011 2 -.007' 7 4 0 1 0-- -1 251 M26 1 max -17.1 13 27.194 19 52,841 4 0 1 0 1 0 1 252 x min - 6. J2 - 7.2 f_1 - 8 0 �0- 1 , ` 0 1r- 253 2 in 56.705 1 133.028 13 231.162 101 1817.044 23 1436.182 11 590.991 13 '254 ° _ min 1 20 -203.696' 7 -230228 16F1817.044 4' -623.ess 4` -1885.9 7 ' 255 3 max 50.457 1 -19.781 22 231.162 1023 4806.294 11 1782.276 19 256 _. i -48.327 8 . -203s96 7 -230.228 '4: 765:9 ' _1' 1 ' 257 4 max 1.405 13 105.262 20 217.848 423 1193.69 11 1313.234 1 ,258 ' "in - .574 ` -17 . 5 : ' 41 8991. 22`4 846.579 1 4 .78 ' 20 5 max 0 1 .001 25 .01 41 0 1 0 1 -.01 110 M27 1 max 0 1 0 7 .002 51 0 1 0 1 0 `:' 1 - RISA-3D Version 13.0.1 [T:\... \... \... \... \3C installation [2017]\JENBEACH - Antenna Mount.r3d] Page 9 I r Company IIIRISA Designer Job Number Model Name APX Engineering Group, LLC M. Phillips 17-0107.89 JENBEACH - Antenna Mount Analysis Envelope Member Section Forces (Continued) Sept 20, 2017 Checked By:_ Mamhar Sac Axinighl LC v ShpnrH_ I C 7 Shpnrn_ I G TnrnnP. lh-inl I r v-v Mnm__ I C. 7-7 Mnmenfrlh-inl 1 r. 263 2 max 126.571 8 307.1841 275.853 22 1859.463 12411778.3 221 1891.518 1 264 min 32:683 - 3 -316.913 19 -315.919 4 -1680: 44 2049.756 4 -2053.563 19 265 3 max 120.324 8 307.184 1 -17 119 1859.463 24 7736.648 10 3652.653 7 266 min 7126.453 316.913 1 =341.814 10 -1797.531 2 `-7736.29 _4 -3644, 28 13, 267 4 max -38.341 20 276.449 7 301.803 16 1535.864 20 1583.998 10 1509.441 13 268 min -132.701 1 -286.304 -341.814 -1 7 5 1... 2 1309.429 16 -1497:938 8 ..... 269 5 max 0 1 0 18 .023 4 0 1 0 1 0 1 270 min 010 1 -.022 10 0 1 10 1 271 M28 1 max 0 1 0 7 .01 3 1 0 1 0 1 1 0 1 1 272 min 0 1 1 0 13' -.0 7 101 0 1 0 1 1, 0 1 273 2 max 350.501 1 327.499 1 277.291 22 2405.226 3 1988.446122 2211.474 1 274 - min -174.3 1 -312.865 19 -321.686 4 -1957.123 21 2213:616 3 -1971. 9 1 275 3 max 344.254 1 327.499 1 127.049 24 2405.226 3 17025.885 10 3676.838 7 276 min 336.66 7, -312.865 yg -336.862 10 -2 4 .2 2 7027.116 4 -36 3 516 1 277 4 max 176.824 13 291.858 7 292.412 16 2129.242 5 962.366 10 1345.504 13 78 min =342-907 7 -27 . 1 -336A62 90 -2346.25 23 7173.712 15 -1611781 279 5 max 0 1 0 20 .012 3 0 1 0 1 0 1 280, min, 0 1 1 0 25 -.012 " 10 0 1 0 1 Oi 1 281 M29 1 max -17.1 13 27.304 7 52.801 16 0 1 0 1 0 1 282 _ min -26.6 ' 25 -27.262 1 - 2. 13 10 0 I 0 1 ` 0S 1 283 2 max 49.305 2 240.601 1 122.619 22 186.494 19 1785.9371 2 1269.348 7 284 min 2.191 '19 -204.099 19 -166.024 4 -267 581 10 1022.21719 -388.295 23 285 3 max 43.058 2 244.075 7 45.819 24 186.494 19 2185.535 11 4880.698 7 286 -min 48.589 7 -187.333 18 -166.024 4 -267.5 1 10 -2142.792 1.7 -4351 556 13 287 4 max -7.946 14 244.075 7 110.548 16 186.494 19 586.34 13 547.256 19 2881, min -54.836 T -207-651 1 -154.027 10 -26 ,581 < 10 1645.80s 7 -1006 598 11 289 5 max 0 1 1 .006 7 .004 7 0 1 0 1 0 1 290 min '0 1 -.007 12 - 03 ' 2 0 1 0 t 0 1 291 M30 1 max 0 1 .011 1 6 .006 6 0 1 0 1 0 1 292' mi -01 1 12 -006 12 0 1 0 1 293 2 max 120.062 1 387.942 1 236.811 10 931.785 20 2232.359 14 1241.431 17 294 min 36.059 2 -354.619' 1 -207.638' 16 -962894 2 1974.65 ;8 =1569.018 11_ 295 3 max 113.815 1 387.942 1 236.811 101 931.785 20 4008.988 11 8136.374 7 296 i 124:956 8 -174.407 21'-198.741 15 - 62.8 4 001.534 5 -80 0247 1__ 297 4 max -46.696 13 386.941 7 231.805 4 882.756 15 1705.644 1 1549.807 5 298 min -131.204 8 1-354.02' 13 -202.461 22 -95122_ 9 i745.511 19 -1281.1 4 24 299 5 max 0 1 .011 6 .006 6 0 1 0 1 0 1 300 min 0. 1 -.012 1 -:0 7 2 0 0 1 0 1 301 M31 1 max 92.804 4 -45.54 19 152 7 0 -L 1 .01 7 0 16 02 min -92.204 22 -70 84 25 -152 1 0 1 -.009 ;1 303 2 max 92.804 4 45.54 19 152 7 0 1 1342.009 7 159.39 .jz 25 3 4 min -- 7. 4 25 -152 1 1 0 1-342.001 13. 102,465 13 1 305 3 max 92.804 4 -45.54 19 152 71 0 1 1684.008W318.788 25 30 min -92. 04 '22 7084 25 1 1 0 1-684.001 1307 4 max 92.804 4 -45.54 19 152 7 0 1 1026.0077 25 308 mi -92.80 22 -70.84 25 -152 1 1 1026.0025 19 309 5 max 92.804 4 -45.54 19 152 7 0 1 1368.0066 25 1 min -: 2 -7 . - 5 1 0 1 1368.0026 jjj311 M32 1 max 152.008 1 -45.46 19 92.797 16 -409.86 13 1368.00715 '3 in -151.978 " 7' -7 :84 2 - 2. 1 56 25 1368.001 11 313 2 max 152.008 1 -45.46 19 92.797 16 -409.86 13 1368.482 25 14 - min -151:978 ` -7084 25-92.815' 22 -637.56 25 -1368.298 1 34.095 1 315 3 max 152.008 1 75.6 25 92.797 16 680.4 25 1368.96 19 113.4 25 316 mi -151.978 `7 60'72 "10 - 2. 1 22 437.4 19 1368:59 1 :72.789 9` 317 4 max 140.747 7 75.6 25 72.016 22 6801i 25 1266.925 1 56.7 25 318 in -140.793 J1 4852 '19 -72.009 4 437.4 19 -12s % 19 36. 5 9 319 5 max 140.747 7 75.6 25 72.016 22 680.4 25 1267.2 1 .001 18 RISA-31D Version 13.0.1 [TA ... \... \..A ... \3C installation [2017]UENBEACH - Antenna Mount.r3d] Page 10 Des ips uel Name EN EIIACH-Antenna Mount Analysis Checked BOy:� Model Envelope Member Section Forces (Continued) Member Sao Axiairlbl LC v Shear ...LC z Shear ...LC Tor ue b-in LC v-v Mom... LC z-z Moment b-in LC )3201 min -140.793 '1 148.525 19 1 72.009 1,4 - 43T-.'4 19'126T206 19 '0 1.1 ; 321 1 M33 1 1 max 72.006 4 -48.6 19 140.8 19 0 1 .005 7 0 10 322 min -72.006 10 -75i6 25 -140;8 11 _ 0 1 -.002 3 0 17 323 2 max 72.006 4 -48.6 19 140.8 19 0 1 316.805 7 170.1 25 24. inin 72.006 10 - 75.6-= 25 =140-8 If �` 10 _` 1 ° =316.801 1 109.35 325 3 max 72.006 4 -48.6 19 140.8 19 0 1 633.604 7 340.2 25 326 ` . min -72. 1 -7 '6 - 5 '-140.8 " 0' 1 -633.601 '.1 '2 8:7 19 327 4 max 72.006 4 -48.6 19 140.8 19 0 1 950.404 19 510.3 25 :328 min -72; 06 1 - -7 : 2 -14 . 1 -950A01 1 2 ' 5 19 329 5 max 72.006 4 -48.6 19 140.8 19 0 1 1267.205 19 680.4 25 3301 min -72.0 6 1 --7 A40.8''.1 '0- - `1 `'1267.201 -1 ,' 437.4 19 331 M34 1 max 67.2 4 -54 13 150.398 19 0 1 .014 7 0 15 332 min -67.2 10 -84 25 -150A 13 0 1 -.005 121 0 22 333 2 max 67.2 4 -54 13 150.398 19 0 1 338.409 191 189 25 33 n 6 .2. -10 �4' f 25 `-150 4 13 70 - ` -1- 338.4 '1 " 121. 19 ° 335 3 max 67.2 4 -54 13 150.398 19 0 1 676.805 191 378 25 36 min 7.2,'i ''84 25 -1504 3 0 1=,'-676.801 13 243. 19 337 4 max 67.2 4 -54 13 150.398 19 0 1 1015.2 19 567 1 25 338= inin' � 72 :1 ` 4_-'2 A50.4 113 =0,- '` 1015.201 '13 = ,`364.5 339 5 max 67.2 4 -54 13150.39819 0 1 1353.59619 756 25 340 r' min -67.2 •, 10 '-84 °, -15 A 13 0 1_ 1353.602 Aa` 486 19 341 M35 1 max 150.391 1 -53.921 19 67.204 4 -486 19 1353.61 7 0 1 342 min 450.391 7 -84' 25 -67.216' 22 ' =756 25 1353.604 343 2 max 150.391 1 -53.921 19 67.204 4 -486 19 1354.05 19 63 25 344 min-150.391 '.7 " 4 7. 1 2 ' --7 6 25'1353.931-. 4 : g 345 3 max 152.1 7 60.72 10 92.798 22 -486 19 1367.341 1 126 25 '346 inin -152.008 1 -8 03 .16 • _-756 25 1367.133 1 g , 347 4 max 152.1 7 70.84 25 92.798 22 637.56 25 1367.671 1 53.13 25 _ i _ -152.008 ", , 4g 48 -'19 -92.803 6 409'86= 19 M136T-.562 19 t 34i095 -19 . 349 5 max 152.1 7 70.84 25 92.798 22 637.56 25 1368 1 0 7 350'1s min -152-008 1 45.46 : 1 - 2. 16 40 . . 1 1367.991 j2 0 25 351 M36 1 max 92.804 4 -45.54 13 152.001 7 0 1 .003 12 0 4 352 " 2 8 4 10 -70.84 - 25 '`70.84 452' a •.0-' . ' -, 1 7• i, '` 353 2 max 92.804 4 -45.54 13 152.001 7 0 1 341.999 19 159.39 25 min -92: 04 0 -70.84e25 -152, 11 0 1 , -342' "1 102A65 13 355 3 max 92.804 4 -45.54 13 152.001 7 0 1 683.999 19 318.78 25 356 miri-92.804 10 -70 4-25 -152° 1 A', 1 '`-684 <1' - a 20.9 13 357 4 max 92.804 4 -45.54 13 152.001 7 0 1 1026 19 478.17 25 358' "' ` - h"m'-92A04 -10 `-70.84'25 `-152 1 `0� L 1 -1026 1 `- . 307:395 13 359 5 max 92.804 4 -45.54 13 152.001 7 0 1 1368 19 637.56 25 min-92.804 10'-70. 4 25 - 2 1 1 A3 8 1.` 409.86 °_ 3 M37 1 max 137.241 24 -45.511 17 107.455 15 0 2 .015 24 0 5 min -13T226 18 - 0 `25 -10T5879 ` "'0' 5 -.011�" 3 `0 `.2 2 max 137.241 24 45.511 17 107.455 15 0 2 241.782 15 159.39 25 F ' min -137i226 '18 -70.84''25 =107.597 9 ' -242t093 102.4 17 3 max 137.241 24 -45.511 17 107.455 15 0 2 483.556 15 318.78 25 in -137.226 ':1 -7 . a 25 -107.597, ` =0` 5== -484485 9': 20 80 4 max 137.241 24 -45.511 17 107.455 151 0 2 725.331 15 478.17 25 $ ._ min-137:2261 --770.84=2 7107.597 g -. �6 -726.277 - -' 307201: 17 369 5 max 137.241 24 -45.511 17 107.455 15 0 2 967.106 15 637.56 25 370 min -137.226 -70.84 25 -10T597 7 =9 4 9: '17 371 M38 1 max 107.622 .18 21 -45.481 15 137.49 24 -409.602 17 967.12 15 0 12 `min` -107:808 ' -70.84 :2 -137.147 18 -637.56 " 25 =968.376 9 r '0 2 373 2 max 107.622 21 -45.481 15 137.49 24 -409.602 17 1016.764 14 53.131 25 374 "' -107.808 -70:84 a ;137.147,. 8 . -63T56 25 1022.849 8 34,111 1 375 i 3 immax 107.622 21 75.6 25 137.49 24 680.4 25 1085.406 14 113.397 25 ttiin -1o7.80s "'3 -6 .7 ; 5 -137a4� . 437.175 _ 17. 1os0.9os 72€826° 15 _ RISA-3D Version 13.0.1 [T:\... \... \... \... \3C installation [2017]\JENBEACH - Antenna Mount.r3d] Page 11 j Company APX Group, LLC 111RISA M dlPhillips Jobelumber Name Desgner JENBBEACH-An AntennaAnalysis CheckedBy:� Envelope Member Section Forces (Continued) Momhor Roc Avialflhl I C. v Rhoarn I r> Rhoarn In Tnrni ionh-inl I C v-v Mnm I r. >-> Mnmonfilh-inl I r 377 4 maxj 92.272 12 1 75.6 25 123.556 18 680.4 25 780.325 9 56.699 25 7 min -92.17_18 148.551 15 -123.882 12 437,175 17 --778.513 15 36.413 1 379 5 max 92.272 2 75.6 25 123.556 18 680.4 25 830.106 20 .001 12 0 "` -92.17 8 48.551 15 -123.882 12 437.175 7 823.727 114 0 5 381 M39 1 max 123.618 12 -48.575 17 91.516 2 0 16 .005 24 0 14 382 min A23.62 18 -75 6 25'=92:235 20 0 10 -.015 ja 0 22 383 2 max 123.618 12 -48.575 17 91.516 2 0 16 205.912 2 170.1 25 '384 i -1 3.62 8 -75:6 25-92.235 20 0 1 -207.528 8 109.294 17 385 1 3 max 123.618 12 -48.575 17 91.516 2 0 1161411.824 2 340.2 25 386 min -123 6 1 -75.6 125 =92.235 20 0 10 1 -415.055 8 21 :5 8 17 387 4 max 123.618 12 -48.575 17 91.516 2 0 16 617.736 2 510.3 25 1388 min -12 .6 18 -75.6 25 -92.235 2Q 0 T -622.583 = 0 327 882 17 389 5 max 123.618 12 -48.575 17 91.516 2 0 16 823.648 2 680.4 25 LIM min -123.62 1 -75.6 2 - 2.235 20 0 10 -830.11 20 437.175 17 391 M40 1 max 130.244 1 -53.962 18 94.036 14 0 20 .01 2 0 10 3 2 ` i -130.257 i19 -84 25 -93.794` 0 11 -.014 11 0 2 393 2 max 130.244 1 -53.962 18 94.036 14 0 20 211.585 14 189 25 394 min -130:257 .19 -84 2 -93.794 8 0 11 '-211.037 , 8 121.413 18 395 3 0.244 1 -53.962 18 94.036 14 0 20 423.165 14 378 25 396 0.257 19 -84' 25 -93.794 8 0 11 -422.073 8 242.827 18 397 4 0.244 1 -53.962 18 94.036 14 0 20 634.745 14 567 25 398 0.257 19, -84 25 -93.794 8 0 11 -633.109 8`. 364:24 18 399 5 0.244 1 -53.962 18 94.036 14 0 20 846.325 14 756 25 400 V130.244 0.257 19 - 4 2 - .794 8 A _ -844.1'45 8 485.654 18401 M41 1 .263 8 -53.952 14 129.842 13 -485.654 18846.317 14 0 21 238 `14 -84 25 A31.197 7 :. -756 '25 =844.133 0' 23 403 2 .253 8 -53.952 14 129.842 13 -485.654 18918.504 2 63.001 25 404 4: 38 '1 -84 _ 25 -131.19T 7 -756 25 -916.489 8 40.465 4 405 1 3 max 107.638 3 1 60.72 5 137.353 18 -485.654 18 990.701 2 126.002 25 406 min -107.632 <9 84 25,-137.337124 77 6 25 79M85T 8 80.93 14 407 4 max 107.638 3 70.84 25 137.353 18 637.56 25 948.599 9 53.129 25 408 min -1o7.6 2 9 45.482 15 =137.337 24 409.494 18 <947.787'1 4.11 15 409 5 max 107.638 3 70.84 25 137.353 18 637.56 25 968.014 9 0 11 410 min -107.632 9 45.482 1 -137.337 24 409.494 18 -967.451 15 0 2 411 M42 1 max 137.24 24 -45.499 18 107.49 3 0 9 .007 2 0 10 412 Min 7137.235 6 -70.84 2-107.557 9 0 1 -.011 3' 0 9 413 2 max 137.24 24 -45.499 18 107.49 3 0 9 1241.854 15 159.39 25 414 min -137.235 6 -70.84 25 -107.557 9 0 1 -242.002 21 102.373 18 415 3 max 137.24 24 45.499 18 107.49 3 0 9 483.701 15 318.78 25 416 min 13Tz35 ' 6 -70` 25 a107557 9 0 1' aea.6oa 19 204.747 t 417 4 max 137.24 24 -45.499 18 107.49 3 0 9 725.548W 25 4Min-13T:235 6 -70.84 25 1QT.557 1 726.008 8419 5 max 137.24 24 45.499 18 107.49 3 0 9 967.4 25 2 in -137.235 .'6 - 0,84. 25 -107.557 1: -968.011 j 421 M43 1 max 137.239 20 -45.526 16 107.682 23 0 21 .022 8 4 2 min -137.255,2 -7 : 4 -107.747 1 0 6 - 012 18 423 2 max 137.239 20 -45.526 16 107.682 23 0 21 242.292 25 42 i -137.255 2 -70:84 25 167.747 1.7 6 - 42.4 16 425 3 max 137.239 20 -45.526 16 107.682 23 0 21484.577 3318.78 25 426 Min -137.255 -7 . 4 25 -107.747 17 0 -4 . 7 04:866 1 427 4 max 137.239 20 -45.526 16 107.682 23 0 21 726.863 23 478.17 25 428 min -137.255 - 2 -70.84 25 -107.747 17 0 6 -727.291 17 307.298 16 429 5 max 137.239 20 -45.526 16 107.682 23 0 21 969.148 6 25 430 min -137255 '2 -70.84 25 -107.747 7 6 -969.7211 16 ` 431 M44 1 max107.622 17 -45.48 23 137.007 20 -409.732 16 969.078 "53 6 432 min -1 7.651 '23 -7084. 25 =137.366 14 -637 56 -169.739 13 433 2 max107.622 17 45.48 23 137.007 20 409.732 16 950.032 1 25 RISA-3D Version 13.0.1 [T:\... \... \... \... \3C installation [2017]\JENBEACH - Antenna Mount.r3d] Page 12 . .I Designer M. lips eluName : JE EIACH-Ant Antenna Mo ntt Analysis Checked By:7 IIIRISA Job Mod Envelope Member Section Forces (Continued) RA.hnr Q- A.d�Inhl I r v Chemn I r e C6-n 1 r T.....-nh ;ml I r •.1..... I r RA--4:. I l r 434 in -107.651 23 -70.84 25 -13T366 14 i --637e56 25 -950.928 5' 34109 '23: 435 3 max 107.622 17 75.601 25 137.007 20 680.4 25 966.573 18 113.404 25 '4 6 min -107.651 23 -60.72 3 A37.366 14 437.3 16 -959.638 '12 '72.827 23, 437 4 max 92.177 24 75.601 25 123.826 2 680.4 25 901.436 18 56.703 25 rm n =92.171 J18 .48.55=' 23 20 -4373 -16 --893.742 24 36-413 121- 439 5 max 92.177 24 75.601 25 123.826 2 680.4 25 836.299 18 .003 18 ,,,gomin - 2.171 18 48.55 23 -123.417. 20 437.3 1 :-827.877 24 -0 1 14 441 M45 1 max 123.634 20 -48.589 16 92.005 24 0 7 .012 23 0 8 .442 . " ` min :-123.649 2 -7 .6 25 -92.924 6 f ;O °" 1 -021 1121 0 5' 443 2 max 123.634 20 -48.589 16 92.0051241 0 7 207.0071241 170.1 25 444 niin -123s4s :'2 =-7 :25 -92:9 4 6� As °. 7 =209.078 g 1' 109.325 16 1 445 3 max 123.634 20 -48.589 16 92.005 24 0 7 414.018 241 340.2 25 446 an'-123s4s, 2 -7 2 24 6 _ '0' 17 -418.157 8a 218.65 16 447 4 max 123.634 20 -48.589 16 92.005 24 0 7 621.028 24 510.3 25 448 rfim -123.649 2 -75.6 .=25 - 2. 2 ' ,0 jT-627.235 ' ,' 327.975' 16' - 449 5 max 123.634 20 -48.589 16 92.005 24 0 7 828.039 24 680.4 25 A50 , min -123.649 i 2 -75i6 25 -92.924 . 0 17 -836.313 6: '437.3 16, 451 M46 1 max 130.244 7 -53.989 16 95.854 12 0 2 .025 23 0 6 mm =1 0.2 i1 -84 '25 -93203 1 � . 7 ` --00 L ' 453 2 max 130.244 7 -53.989 16 95.854 121 0 2 215.689 12 189 25 .454 • min -13 .25 ;'13 4 2 -93.203 18 0 7 -2os:704 18 121.475 16- 455 3 max 130.244 7 -53.989 16 95.854 121 0 2 431.361 12 378 25 456 min -130.25 13 ` -84 :25 - 18 D`. ' 7 -41s.411 i1 - -242,95 116: 457 4 max 130.244 7 -53.989 16 95.854 12 0 2 647.033 12 567 25 Aa min -13 .2 - a " 4' 25 =93.203' 48 '0 LL -629AIT -18 36442 ` `& 459 5 max 130.244 7 -53.989 16 95.854 12 0 2 862.706 12 756 25 460 1 min,-130 25 '13 ' 3 203 8 ;• 0 7 83a.az3 18 -485 9 1 461 M47 1 max 194.262, 6 -53.951 24 130.805 19 -485.9 16 862.646 12 0 12 2 i s -94,38 12 -84 -'25 129298 1 `-756 .' 2 _-838.809 6: L 0 „' ' `21" 463 2 max 94.262 6 -53.951 24 130.805 19 -485.9 16 791.801 12 62.999 25 464 nriiin -94Z8 1 4 M -129.298 1' -756 25 _-766.025 '6 40:4 3 24,. 465 3 . max 107.668 23 60.72 2 136.751 14 -485.9 16 1083.30216 125.998 25 'i -107.625 17 84 25 -13Z574 8 -756 25 -1101.43 24 , :SOi925 " 4- 467 4 max 107.668 23 70.84 25 136.751 14 637.56 25 1014.325 6 53.131 25 468 min'-107.62517.45:482''23-137.574 8 :40971 161034s8924 34.112 23' 469 5 max 107.668 23 70.84 25 136.751 14 637.56 25 967.53 5 0 7 470 min -107.625 ;17 45.482: 23 -137574 8 7409.72T 16 -9791,306 23' '0 " ' 471 M48 1 max 137.23 8 -45.525 16 107.903 11 0 17 .013 24 0 2 472 min `-137.235 24 -70.84 25 -1o7.504 5 0' 25 ` --016 '19 0 8' 473 2 max 137.23 8 -45.525 16 107.903r 11 0 17 242.788 11 159.39 25 A74 min -137.235 2 -70.84 2 -107.504 5 025' -241.885 5! 102.43 16 475 3 max 137.23 8 -45.525 16 107.903 11 0 17 485.571 11 318.78 25 47 mi '=137.235 ; 2 . -70.84 25 107.504' ,O 2 =483.768 204.861 ". 6 477 4 max 137.23 8 45.525 16 107.903 11 0 17 728.354 11 478.17 25 7478 ' min -137.235 2 -70.84 2_5 7107.504 5 0 25 -725.651 5 307.291 16t 479 5 max 137.23 8 -45.525 16 107.903 11 0 17 971.137 11 637.56 25 '480 ' � n�137.235 ` - 0:84.25 -107.504 0, -967.535 5. �7 = 6... Envelope Joint Reactions AI Ii f Y 11hl I(, Y rlhl 1 C 7 nhl I r nnv nh ;-1 i t nnv m._Inl I r 11.17 nti W I r 1 N1 max 4720.602 8 6588.463 6 2482.798 11 0 1 0 1 0 1 ' in --5881.38 12 -4091Z67 "24 -207:038 14 0 1 0 0 ' ` 1 3 N3 max 2977.611 5 5940.298 10 3674.352 10 0 1 0 1 0 1 LA-- _ . . min -9127 in -3430.454 (g -4822.365 = _.. 0 _ ' 1 :'0 5 N2 max 4430.348 7 6607.331 2 4910.753 9 0 1 0 1 0 1 RISA-3D Version 13.0.1 [T:\... \... \... \... \3C installation [2017]\JENBEACH - Antenna Mount.r3d] Page 13 Company APX Group, LLC Sept 20, Desgner M. Phillips Job umber 17107.89 ''' ■ _ISA Modiel Name E NBEACH - At nna Mount Analysis Checked By:� Envelope Joint Reactions (Continued) Jninf X Ohl l r V Ohl I r 7 Ohl i t MV nh_inl i t MV nh-inl i t RA7 nh_inl I r. 6 1 1 1 1 min -2126.02 4-4078.736 120 -3877.837 1 4 1 0 1 1 1 0 1 1 10 1 7 1 Totals: Imaxl8822.109119 15016.673125 17487.933122 8 1 1 min 1 -8822.5O6 1 1 13225.004115 -7487.934 116 1, RISA-31D Version 13.0.1 [T:\... \... \... \... \3C installation [2017]\JENBEACH - Antenna Mount.r3d] Page 14 Face Member Connections In Accordance With AISC LRFD 14th Edition APX Engineering Group, LLC JENBEACH (FA# 100167931, 17-0107.E 3400 Lakeside Drive, #525, Miramar, FL 33027 M. Phillips. September 201 Member Parameters: 2L3.5X2.5X3/8 (LLBB) Material = ASTM A36 (Member Steel Material Grade) Fy I F„ = 36 I 58 ksi (Member Yield and Tensile Strength, AISC Table 2-4) Ag = 4.24 in2 (Member Gross Area, AISC Chapter 1) t = 0.75 in (Thickness of Member at Connection) b = 3.5 In Width of Connected Member Part) d, Bolt 0 = :OiZS" In (Nominal Bolt Diameter) Hole H = 0.8125 In (Bolt Hole Diameter per AISC Table J3.3, Standard) N = 1 Bolts (Numberof Bolts, ASTMA325N) SheaMF' (Bolt Shear Condition, Single = 1, Double = 2) le in (Distance From Center of Bolt Hole to End of Member) g In (Gage Distance) Pu = r7;5`. kips Bolt Shear V = 7.5 kips � r = 35.8 kips (Factored Member Axial Tension Force, per RISA-30) (MAX Bolt Shear, Double Sheared) (Available Bolt Shear Strength, AISC Table 7-1) Yielding in the Gross Section OtPn = �tl= A3 = 137 kips (AISC Eq. D2-1) Rupture on Net Effective Area be = 1.09 in2 (Effective Edge Distance, AISC Fig. C-D5. 1) Wn = OtFu(2tbe) = 71.4 kips (AISC Eq. D5-1) Rupture on Effective Area a = 1.09 in2 Asf= 2.20 in2 (Minimum End Distance, AISC D5. 1) (Area on Shear Failure Path, AISC D5. 1) �tP, = 00.6F Ast= 57.5 kips (AISC Eq. D5-2) Strength Ic = 1.09 in (Clear Distance, AISC J3. 10) �R = �(1.51ctFu) 5 0(3.OdtFu) = 53.5 kips 5 73.4 kips Thus, �Ra = 53.5 kips (AISC Eq. J3-6b) Vu 5 �vrn OIL 20.9% Stressed Pu 5 w. OK 5.5% Stressed Pu 5 cp. OK 10.5% Stressed Pu 5 �tpn OK 13% Stressed Pu 5 �Rn OK 14% Stressed Page 1 t GOVERNS iI Pu Brace Member Connections In Accordance With AISC LRFD 14th Edition AT& APX Engineering Group, LLC JENBEACH [FA# 10016793], 17-0107.E 3400 Lakeside Drive, #525, Miramar, FL 33027 M. Phillips, September 201 Member Parameters: L3.5X3.5X1/4 Material = ASTM A36 (Member Steel Material Grade) Fy I Fu = 36 I 58 ksl (Member Yield and Tensile Strength, AISC Table 2-4) Ag = 1.7 in2 (Member Gross Area, AISC Chapter 1) t = 0.25 In (Thickness of Member at Connection) b = 3.5 In Width of Connected Member Part) d, Bolt 0 = 0:7.5 In (Nominal Bolt Diameter) Hole 0 = 0.8125 in (Bolt Hole Diameter per AISC Table J3.3, Standard) N = 1 Bolts (Number of Bolts, ASTM A325N) Shear 1 , (Bolt Shear Condition, Single = 1, Double = 2) le 1 5. it, (Distance From Center of Bolt Hole to End of Member) g — :2 _ in (Gage Distance) Pu = = kips Bolt Shear Vu = 7.8 kips Ovrn= 17.9 kips (Factored Member Axial Tension Force, per RISA-3D) (MAX Bolt Shear, Single Sheared) (Available Bolt Shear Strength, AISC Table 7-1) Tensile Yielding in the Gross Section OtPn = OtFyAg = 55 kips (AISC Eq. D2-1) Tensile Rupture on Net Effective Area be = 1.09 in2 (Effective Edge Distance, AISC Fig. C-D5. 1) OtPn = OtFu(2tbe) = 23.8 kips (AISC Eq. D5-1) Rupture on Effective Area a = 1.09 in2 As1= 0.73 in2 (Minimum End Distance, AISC D5. 1) (Area on Shear Failure Path, AISC D5. 1) OtPn = O0.6FuAst= 19.2 kips (AISC Eq. D5-2) Strength le = 1.09 In (Clear Distance, AISC J3.10) +Rn=�(1.5/JFJ5 O(3.0dtFu)= 17.8 kips 5 24.5 kips Thus, ORn = 17.8 kips (AISC Eq. J3-6b) Vu < Ovrn OIL 43.6% Stressed Pu 5 Otpn OIL 14.2% Stressed Pu 5 Otp. O 32.8% Stressed Pu 5 OtPn OIL 40.7% Stressed Pu 5 OR, O 43.79Y Stressed -- aX bl.i-1'x'O -G R O n P Page 1 of 1 le .4 GOVERNS Anchorage Capacity Calculations In Accordance With AISC LRFD 14th Edition APX Engineering Group, LLC 3400 Lakeside Drive, #525, Miramar, FL 33027 AT& JENBEACH [FA# 10016793], 17-0107.8 M. Phillips, September 201 ru•Bolts at Penthouse Roof Deck ASTM A36, 1/2" 0 Tu — 4,092 Ibs (MAX Tension Reaction per RISA-31), Factored) N = L4J (Numbers of Bolts in Tension) Tmu = T. / N (MAX Tension per Bolt) = 1,023 Ibs per Bolt Vu — 7,662 ` Ibs (MAX Shear Reaction per RISA-3D, Factored) n = 4 (Numbers of Bolts in Shear) VMs = Vu / n (MAX Shear per Bolt) = 1,915 Ibs per Bolt �Tn = 6,406 Ibs (Bolt Design Tensile Strength, AISC Eq. J3-1) �VG = 3,844 lbs (Bolt Design Shear Strength, AISC Eq. J3-1) f, = 9,756 psi (Bolt Required Shear Stress, AISC J3.7) Page 1 of 1 Bolts (TYP.) T F� Existing V / Roof Deck F nt = 1.31=et - (F„ t/ F,,,,)f, 5 F, t = 43,500 psi (Modified Nominal Tensile Stress, AISC Eq. J3-3a) = 34,871 psi ORn = 5,135 Ibs (Bolt Available Tensile Strength, AISC Eq. J3.2) TM. 5 � Rn OK 16% Stressed in Tension, 49,601 Stressed in Shear, 19.9% Stressed Combined 'Generic SWO i t at&t September 20, 2017 � � LE caPy Dennis Demarco MasTec Network Solutions, LLC E N G IN E E R ING G R O UP 6100 Broken Sound Parkway, Suite 6 Boca Raton, FL 33487 Subject: Structural Analysis - Antenna Mount Carrier Designation: AT&T: JENBEACH [FA# 10016793] SCANNED BY APX Project: 17-0107.89 Lucie County Site Information: O68 South.Qcean Drive Jensen Beach, Saint Lucie County, FL 34957 Latitude 27.271500° N, Longitude 80.2043060 W Existing Tripod Antenna Mount Dear Mr. Demarco: APX Engineering Group, LLC (APX) is pleased to submit this Structural Analysis to determine whether the subject existing antenna mount is able to support certain proposed loads. It is our understanding that AT&T, who has retained the services of MasTec Network Solutions, LLC (MNS), desires to install new telecommunication equipment on the subject mount. This analysis was based on the supporting information listed in Table 2. Our services were performed in accordance with the terms and conditions of the master service agreement between APX and MNS. This report summarizes the results of our findings. The purpose of this analysis is to determine the suitability of the aforementioned structure to support the loading indicated in the attached calculations. This analysis has been performed in accordance with the Florida Building Code based upon an ultimate 3-second gust wind speed of 164 mph using RISA-3D structural software. Based on our analysis, subject to the assumptions and recommendations noted, it is our opinion that the existing antenna mount will support the proposed loading. Members: Pass at 80.0%, Connections: Pass at 49.8% 11 This report has been prepared for the purpose of providing a structural evaluation of the subject structures for the loading conditions indicated. It is intended for the exclusive use of AT&T and MNS. The information, assumptions, and recommendations contained in this report should not be used by others for any purpose without express written authorization from APX. We appreci , Otte opp9Stunity to provide our professional services to you and look forward to continuing our relakgA iip If vela Aj�� of any further assistance, please do not hesitate to contact us. ,%% r, _.•-: is � eI* -.1�. s Sincerely, APX Engineering Group, LLC Michael A. Phillips, P.E. Chief Engineer _ Florida License #68312 AT&T: JENBEACH [FA# 10016793] Structural Analysis Report Table 1: Analysis Criteria Criterion Building Code Description Florida Building Code, 5rh Edition (2014) Standard - Loads TIA-222-G, Structural Standard for Antenna Supporting Structures and Antennas FBC 1609.1.1, Ex #5 Risk Category II Ultimate Wind Speed 164 mph, 3-Second Gust (FBC Figure 1609A) Nominal Wind Speed 127 mph, 3-Second Gust (FBC 1609.3.1 for use with TIA-222-G) Exposure Category D Structure Class II (1 = 1.0) Radial Ice Thickness Zero Inches Topo. Category 1 Crest Height Zero Feet Analysis Type Rigorous (TIA 15.5.4) Table 2: Suaaortina Information September 15, 2017 Antenna Mount Mapping APX June 20, 2017 Radio Frequency Data Sheet (RFDS) AT&T Various Miscellaneous Information AT&T / MNS Analysis Assumptions and Limitations 1. Information in the supporting documentation that could not be verified by APX personnel is assumed to be correct. 2. All structural components are assumed to be in adequate condition to carry their full design capacity. 3. The configuration of equipmentlappurtenances is assumed to be as specified in this report. 4. Emergency/essential communication equipment will not be supported by this assembly. If any of the above assumptions are not valid or have been made in error, these calculations may be affected, and APX should be allowed to review any new information to determine its effect on the structural integrity of the subject structure. Recommendations 1. Check all bolts for proper tightening in accordance with AISC "Snug -Tight" method prior to installation of proper equipment. 2. Replace any rusted/corroded hardware with new galvanized hardware. APX Engineering Group, LLC Wind Load - Appurtenance In Accordance With The TIA-222-G Standard APX Engineering Group, LLC 3400 Lakeside Drive, #525, Miramar, FL 33027 AT&T JENBEACH [FA# 10016793,, 17-0107.8. M. Phillips, September 2017 AIIIIIIIIIIIIIIIIIIIX Pam, r„a,,r,aaa,„6 ,oyaur': Design Parameters Wind Speed, Vasa =Lmph 1609.3. 1, TIA 2.6.1 and Annex B) Exposure =2.6.5) Structure Class = Table 2-1) Topo Category 2.6.6.2) H =st Height Above Surrounding Terrain) Structure Type = ght of Structure) Wind Load Appurtenance Type z I H I W I D (ft) (ft) (ft) (ft) I = 1.0 (TIA Table 2-3) Kzmin = 1.03 (TIA Table 2-4) Gh = 1.00 (TIA 2.6.9) Ka= 1.1 (TIATable2-4) f = zg = 700 (TIA Table 2-4) Kt = N/A (TIA Table 2-5) e = a = 11.5 (TIA Table 2-4) Kh = N/A (TIA 2.6.6.4) Ka =(TIA Ca = e.;ow (Force Coefficient, TIA Table 2-8) Skew 1, 61 qz = 0.00256K,Kz,KdV21 (Velocity Pressure, TIA 2.6.9.6) Skew 2, Bp - F = gzGh(EPA)A (TIA 2.6.9.2) Round Ka Kz Kz, Kd qz Ca Ca Frront Fsida Skew of Bt ? (pso Front Side (Ibs) (Ibs) FFront Fside Page 1 of 1 N/A (TIA Table 2-5) 2.72 (Nat. Log Base) 2.6.9.2) 0°" (TIA Figure 2-4) ."0° , (TIA Figure 2-4) Skew Of 02 Wt. FFront Fsme (Ibs) KMW ET-X-UW-68-1'4-65-18-iR-AT Panel 1q0 6 1 1 10.53 N/A 1.0 1.52 1.0 0.95 59.6 0.78 0.90 278 169 278 169 278 169 43.9 42.1 50.6 60.0 54.0 19.0 20.0 Andrew SBNHH-1 D85B Panel 140 6.08 0.99 0.59 N/A 1.0 1.0 1.52 1.0 0.95 59.6 0.78 0.87 280 187 280 187 280 187 Ericsson RRUS-32 (Side) Radio 140 2.27 0.58 1.01 N/A 1.52 1.0 0.95 59.6 0.73 0.70 58 95 58 95 58 95.4 Ericsson RRUS-12 (Side) Radio 940 1.52 0.67 1.48 N/A 1':0 1.52 1.0 0.95 59.6 0.70 0.70 42 94 42 94 42 93.9 Ericsson RRUS-11 (Side) Radio 140 1.42 0.77 1.48 N/A 1.0 1.52 1.0 0.95 59.6 0.70 0.70 45 1 88 45 88 45 87.7 RFS ATM19801712-0 TMA 140 0.83 0.96 0.5 N/A 1.0 1.52 1.0 0.95 59.6 0.70 0.70 33 1 17 33 17 33 17.4 Raycap DC6-48-60-1 8-S S CIVP 140 2 0.92 0.92 N/A 1.0 1.52 1.0 0.95 59.6 0.70 0.70 76 76 76 76 76 76.5 Mount Type z (ff) (EPA)N (ff) (EPA)T (ff) (EPA)A (fl) Kz Kzt Kd qz (Psf) Ka - FFront (Ibs) Fsme (Ibs) - FFr..t (plo Fslde (Plo - Tripod Rooftop 0 45 11.03 1.0 0.95 40.4 Ib0 - 1818 1818 - - 130 90.9 - - e ® Dish Type z (ft) D (ft) A (ft) CA Cs CM Kz Ka Ka qz (psf) - FAm (Ibs) Fsm (Ibs) MM (lb-ft) Wt. (Ibs) Definitions: Panel = Panel or Directional Antenna, Omni = Omni -Directional Antenna, Dish =Microwave Dish Anlenna, Radio = Remote Radio Unit (RRU), TMA = Tower Mounted Amplifier A, Z X Envelope Only Solution APX Engineering Group, ... SK - 1 M. Phillips JENBEACH -Antenna Mount Analysis Sept 20, 2017 at 11:58 AM 17-0107.89 3D RENDERED VIEW JENBEACH- Antenna Mount.r3d z x ►_T-0 It�A 17-0107.89 JENBEACH -Antenna Mount Analysis JOINT NUMBERS SK-2 Sept 20, 2017 at 11:58 AM JENBEACH -Antenna Mount.Y3d v Envelope Only SoMon APX Engineering Group, M. Phillips 17-0107.89 JENBEACH - Antenna Mount Analysis MEMBER NUMBERS SK-3 Sept 20, 2017 at 11:58 AM JENBEACH -Antenna Mount.f3d z x LL3.Sx2.5x6x6 o: C$SX3.SX4 6 b o. LL a 0 �+s a � a a a in ei a � LA.Sz3.5z � y4 L3.5x3.5x4 6+6 Ld 0 H d h d d � 6 fin} Cj.$X3.SX4 a Envelope Only Solution APX Engineering Group, ... SK - 4 M. Phillips JENBEACH -Antenna Mount Analysis Sept 20, 2017 at 11:59 AM 17-0107.89 MEMBER SIZES JENBEACH -Antenna Mount.r3d Member length (ft) Displayed Envelope Only Solution APX M. Phillips 17-0107.89 JENBEACH -Antenna Mount Analysis MEMBER LENGTHS SK-5 Sept 20, 2017 at 11:59 AM JENBEACH -Antenna Mount.r3d z X 3.91 d3.91 -0 I 3. -201 32.11 -191 42.11 -201 1 -03 It -201t Ib 50. I 42.11 -1 Loads: BLC 1, Dead Load Envelope Only Solution APX Engineering Group, ... SK - 6 M. Phillips JENBEACH -Antenna Mount Analysis Sept 20, 2017 at 11:59 AM 17-0107.89 DL JENBEACH -Antenna Mount.r3d Loads: BLC 3, Wino Font Envelope Only solution APX Engineedn M. Phillips 17-0107.89 JENBEACH - Antenna Mount Analysis WIND AT FRONT SK-7 Sept 20, 2017 at 12:00 PM JENBEACH -Antenna Mount.r3d Loads! BLC 4, Wnd Side Envelope Only Soludon APX Engineerir M. Phillips 17-0107.89 JENBEACH - Antenna Mount Analysis WIND AT SIDE SK-8 Sept 20, 2017 at 12:00 PM JENBEACH - Antenna Mount.r3d Ask coda cb (Env) N' Cal 0 z x ao r.o �s.ap o.__so0o.50 m 1p 0 .30 m a .66 N O, .26 0 69 Member Code Checks Displayed (Enveloped) Envelope Only Solution APX Engineering Group, ... SK - 9 M. Phillips JENBEACH - Antenna Mount Analysis Sept 20, 2017 at 12:00 PM 17-0107.89 UNITY CHECK JENBEACH -Antenna Mount.r3d Member Shear Checks Displayed (Enveloped) Envelope Only Solution APX Engineering Group, ... M. Phillips 17-0107.89 JENBEACH - Antenna Mount Analysis SHEAR CHECK > 1.0 90-1.9 60-.,s 9:M SK-10 Sept 20, 2017 at 12:01 PM JENBEACH - Antenna Mount.r3d to company APX Engineering Group, LLC Designer M. Phillips 0yuName NBEACH-Antenna Mount Analysis Checked B'� 111RISAModelJob E Global Display Sections for Member Calcs 5 Max, Internal, Sections for rinbe Gaalcs 97 Include Shear Deformation? Yes Increase Nailing Capacity" for Wind? Yes Include Warping? Yes Srans1oaclBtwn,lnte`rsectin Wood _Wall?_.:Yes r �- Area Load Mesh in^2 144 Me e'Tolerance in .12 P-Delta Anal sis Tolerance 0.50% ,Include:P-Delta forWalls2 'Yes Automaticall Iterate Stiffness for Walls? No Max Iterations or Wall Stiffness 3L_ Gravi Acceleration fVsec^2 32.2 Wall' -Mesh Size' in 12 Eiciensolution Convergence Tol. 1.E- 4 Vertical Axis :R ` Y Global Member Orientation Plane xZ Sta"tid°Solver. - S arse Accelerated _ Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 14th 360-10 : LRFD AdiustiStiffnesO '.Yes Iterative :_ . RISAConnection Code AISC 14th 360-10 : LRFD Cold Formed Steel Code, None Wood Code None WoodTem erature z10oF Concrete Code None Masonry Code 'None Aluminum Code None - Building Numberof Sieam 4 nRegion 8 acin 4 Biaxial Column Method PCA Load Contour Parme.Beta Factor PCA' 65 Concrete Stress Block Rectangular Use Cracked Sections? Yes" Use Cracked Sections Slab? Yes Bad Framin Warnings?, No Unused Force Wamin s? Yes Min 1:':Bar Diam S acin ? .' .; No _ Concrete Rebar Set REBAR SET ASTMA615 Min %Zteel1ocColumn 1 Max % Steel for Column 8 RISA-3D Version 13.0.1 [TA ... \... \... \... \3C installation [2017]\JENBEACH - Antenna Mount.r3d] Page 1 r� company APX Engineering Group, LLC Designer M. ips elName : EN EACH-Anten aMountAnalysis CheckedBy:� �1�RISA Job ModII Global. Continued Seismic Code ASCE 7-10 Seismic Base Elevation (M Not Entered Add Base, Weight? No Ct X _ _ .035 Ct Z .035 TX see : Not Entered >' T Z sec Not Entered R Z 8.5 CtEz .,X .75" .. , I. Ct Ex . Z 75 SD1 1 SDS 1 51 1_ _ TL sec Not Entered Risk Cat I oral Om ZOnfix 1 Rho Z 1 Rho X Envelope A/SC 14th(360-10): LRFD Steel Code Checks Member Shane Code Check Loa_ LC Shear Check I nr.____ I C nhi-Pn nhi'Pn nhi'M nhi'RA Pnn 1 M1 PIPE_5.0 .775 5.6... 11. .177 5.1... 5 10021„ 126315215145215145 ... H1-lb -.`M2 °PIPE 5.0 ,800 5.6_�.31 179 5.1.., ' 8 ] 10021.: t26315215145215145._ HI-16 3 M3 PIPE_5.0 .788 5.6... 3 .200 5.1... 2 10021-126315215145215145 ... Ht-1b 4- 'FACE C. LL3:5x2_-. 328 'T 7 1 -1 ° "2 2 40981.. 13737611954,. 70590.'-...- KlAb 5 FACE _B LL3.5x2.... .346 7 4 .116 14 z 10 40981.. 13737611954..70590..... H1-1b 6- ` .FACE A tL35x2.. , - _17 9.9.- y2 a. `MO 0- : ' :40981_ 137376 119594,.1111294 ,.,HI-lb 7 M7 LL3.5x2.... .503 7 7 .112 14 z 24 40981..13737611954.. 70590..... H1-1b 8 M8 LL3 z2_ .505, 0 1 23 ,' 40981., 13737611954.: 70590:- - HI-19 9 M9 LL3.5x2.... .217 7 1 7 .086 0 z 18 40981.. 13737611954..70590..... H1-1b 10 t M10 ` L3 5x3.5.. g50 7.28 ' 4 014 0 7 '' 10433.15 0 0 28986:: 39375.. -_ H2-1 11 M11 L3.5x3.5... .292 3.9... 15 .008 8.0... 11 19421.. 55080 26sas.. asa52..... H2-1 12 _ M 2 - [3 5x3.5.. A 3 a.2= 3 005 0 ' 1 19421.: 55080 28986: 49852. _: H2-1 13 M13 L3.5x3.5... .692 7.28 8 .015 0 V 11 10433-- 55080 28986..139375.. H2-1 14° 'M14 1-3:5x3.5._ 282 3.9- 1 7 _ ! 19421. 0 28986.: 49852-. H2-1 15 M15 L3.5x3.5... .135 4.0... 7 .004 8.0... Y 2 19421.. 55080 28986.. 49852..... H2-1 16 `M16 . L3.5x3.5_ ' ' s` 4.0_:' 11, ?0 4 8. 19421 Q 28986_ 49852., 1- 17 M17 L3.5x3.5... .298 3.9... 23 .006 8.0... v 7 19421,.5508028986..49852..... H2-1 $. ° `; . 8. ' L3-.rsx3.S- .. °' 7-.28 t)fS . 14.;: '� ': 10433_ 55oS0 28988: 39375.. _� E{..-. 19 M19 L3.5x3.5... .049 1 11 .006 1 1 41511.. 55080 28986- 60728..... H2-1 ` s - L1&3,5... ::,: .049 , 1 , _. " ,. 6 ° °0 ` 7 ' : 41511- 5080 2898& 60728.. _. H2-'l 21 M21 L3.5x3.5... .048 1 5 .006 0 7 41511.. 55080 28986.. 60728..... H2-1 22 _ M22 PIPE 2.0 378 1.9-. -12 :0 2.0_. 2 23808..32130 459: 2459. - FI1-1b 23 M23 PIPE_2.0 .226 3 2 .111 3 7 20866.. 32130 2459.f 2459.... 11-11 lb 24 -M24 PIPE 2.0 .376 - 3- : 2 133 3 6 20866-32130 4591 2459. _. H1-lb 25 M25 PIPE_2.0 .388 3 7 .162 1 6 20866.. 32130 2459. 2459. ... 1-11-1b 26 M26 'PIPE_2.0 .218 3 11' .1-19 3 4 20866-32130 459. 2459.._ H1-1b 27 M27 PIPE 2.0 .347 3 10 .126 3 23 20866..32130 2459. 459. 2... H1-1b 8 i M2 , PIPE 2,0 .329 3 `3 .153 3 0866.: 32130 459; 459..:. H1-Ati 29 M29 PIPE_2.0 225 3 7 .035 3 1 20866..32130 2459. 2459.... H1-1b 30 'M30 PIPE 2-0L 3 5 1 3 L7 86 1 1 -2 2 20866 32130 RISA-3D Version 13.0.1 [f:\... \... \... \... \3C installation [2017]\JENBEACH - Antenna Mount.r3d] Page 2 Company APX Engineering Group, LLC Sept20,2017 Desgner M. Phillips Job umber 17-0107.89 1111ZI-SA ModieNl Name JENBEACH -Antenna Mount Analysis Checked By:— Load Combinations NMI W-3 No MMMEEZ31am OMMMOMOMMMMM Joint Loads and Enforced Displacements (BLC 1 : Dead Load) Joint Label L.D,M Direction Maunitudel(lb.lb-in). (in.rad). (1b*s.. N66 L Y -43.9 Y 3 1 N64 L Y -43.9 i'C'V 1: Y, 777777:2ff:6, 77 5 N62 L Y 43.9 6 7 N69 L Y -42.1 8' �42A, 9 9 N67 L Y -42.1 0 110 y 1 11 N72 L Y _50.6� 13 N71 L Y -54 14 ME L 15 N70 L Y -20 4: 7, 17 1 N81 L Y -20 18 19 N83 L Y -50. 6 21 N87 L Y -60 s. 23 N92 t Y -20 24�. N93 1 � -Y 54 25 N94 I L 1Y -50.6 RISA-3D Version 13.0.1 EM ... \ ... \ ... \ ... \3C installation [2017]\JENBEACH -Antenna Mount.r3d] Page 3 Company ring Group, LLC Designer Phillips RISAJob Model Name ��BEACH-Ant Antenna Analysis Checked By: Joint Loads and Enforced Displacements (BLC 1 : Dead Load) (Continued) Joint Loads and Enforced Displacements (BLC 3 : Wind Front) .Wnf I ahei 1 n M niroMinn hfi nifrvlerll6 lF in\ /in —A) flk-e 1 N61 L X 278 2 N62, L 27 3 N63 L X 278 4 N66 L ' X 27 5 N65 L X 278 6_ N64 L X 27 7 N69 L X 187 8 N Lx 187 9 N67 L X 187 10 N75 L x 95 11 N72 L X 95 ,12 N76 L X 94 13 N71 L X 88 14 N55 L . X 17 15 N70 L X 76 1 N60 L X 17 17 N81 L X 76 18 _ N82 L„ X 88 19 N83 L X 95 20 N _ L X 95 21 N87 L X 94 22' N54 L x1r7 23 N92 L X 76 24 N9 L x 88- 25 N94 L X 95 26 N97 C X 95 27 N98 L X 1 94 Joint Loads and Enforced Displacements (BLC 4 : Wind Side) ldftk ng up, LLC Des gner M. Phillips 111RISACompany APX Job Model lName : 170107.CH��MtennaMount Malysis CheckedBy:_ Joint Loads and Enforced Displacements (BLC 4: Wind Side) (Continued) .Inint I ah.1 I n M nircnfinn M.nnifi A.rllh Ih_in1 /in r dl /Ih•e 22 N 4 _ L Z 33, 23 N92 L Z 76 .24 N93 L - Z_ 25 N94 L Z 58 26<' .. a . N97. _ s ; ----- _. L-, •n _ _ _ 777777- _ _ ` . _ _ ' 58 27 N98 L Z 42 Member Distributed Loads (BLC 3: Wind Front) Member Distributed Loads (BLC 4: Wind Side) Envelope Member Section Forces Momhar Acc Arialnhl I r' v Shaadl I C> Rheadl I C Tnrminnh-inl I r' v-v Mnm 1 r' 7a Mnmenmh-inl I C 1 M1 1 max 6588.463 6 15857.184 12 2409.315 11 0 1 0 1 0 1 Min ` 91;56724 . 742:243 -204.189' . '0 ` �- .1 0 " ' 1 0°. 1 3 2 max 6007.101 7 1459.318 6 2456.953 11 12.451 11 77343.1... 11 62002.887 7 4 - min 2o43:367,24 1941.196 7 -176.692 1 -.799' ".1 5617.425..1 -47266.786. :12." 5 3 max 4191.556 7 2722.071 10 4879.709 10 12.451 11 155383.... 11 131047.87 7 _ =6'.. inin 21d37612¢ 927.7t]t.. 7 6148.275 5 -7_409 `7 =13942:5. 3i -6073:54 18' 7 4 max 3616.831 7 3171.626 7 693.364 5 12.451 11 71429.4... 11 66427.11 7 .8 mf 2053.576 24 -205.716 21 3438 138 11 -Z-4 7 -14911.4. _.5 -4001 `25 _ 22, -. 9 5 max 0 1 .024 7 .005 3 0 1 0 1 0 1 w10 s ` min 0 I 1 -.001 ;9 -.024 i 11 0 ° 1_ 0 1 10 1. 11 M2 1 max 5940.298 10 2338.203 10 3698.441 10 0 1 0 1 0 1 2: `i . 30.A54 2968.553 810Z38 5 Q 1 0 . % 13 2 max 5261.326 11 2524.609 3 1477.433 5 12.139 3 38710.3... 12 26212.292 5 14 min 1868.2591 533.142 1 1269.336 75 -61626.5..,3 1 2 11 15 3 max 4026.194 11 3340.788 4 6246.644 7 12.139 3 83569.5... 11 16356.43 7 16 min 1801545 15 3845:435 9 4751.65; A 86 . 12 '7710a.o. 3-' A 33036,629 17 4 max 3544.46 11 562.8331 7 1703.964 -L 2 12.139 3 45173.2... 11 13135.576 7 1 min `1777.014 2981053 $ 2171.806 11 -8 786. 12 35319.4. ,2 1961- 56 3 '. 19 5 max 0 1 .004 7 .013 2 0 1 0 1 0 1 J min,, ' 0 -_ 1 .021 ::3 - 16 11 1 :1, 0 1',- '+ 21 M3 1 max 6607.331 2 2131.273 4 4895.624 9 0 1 1 0 1 0 1 22 min -4078.736 20 4.181 7 3894.952 4 0 1 0 1' 0 1 23 2 max 6513.472 2 980.808 8 986.526 4 10.542 7 39144.3... 9 82303.722 7 24 min 03.883 20 1373.046 7 2413. ` 3 -1. -77064.3: ; -1482 324 25 3 max 4302.759 2 7280.622 12 989.221 4 10.542 7 9732.046 24 125929.052 --.AL 7 26 q F min 1995351 1 .5685:586 -2381A6 3 7487 153588 "3 - 3 > 65 11` 27 4 max 3659.144 2 2739.703 7 3395.7471 3 10.542 7 5016.753 24 56970.71 7 " - min 1898.432 19 -867.245. 2 -205.222 1 - 487 _ --70818.8 . 3 -1 47 .262 29 6 Imax 0 1 .02 7 .025 3 0 1 0 1 0 1 30 in. 1 :- -002 2 01, 1 1 0 1 t 0 1i 31 FACE C 1 max 1805.332 10 178.683 5 894.547 1 727.216 8 0 1 0 1 -32 i 1822.481 j 5 25 664 2-877.914 131 0 1 1 0 1 33 2 max 1722.722 10 94.327 6 482.371 -M 1 395.733 7 28348.8... 1 1 -268.052 24 �34 �• . t817:517,15 4 e ` 13 -466329. 1 -348, `-28186.1:'19 - 1 9.248 6-, RISA-3D Version 13.0.1 [f:\... \... \... \... \3C installation [2017]\JENBEACH - Antenna Mount.r3d] Page 5 Company APX Group, LLC Des gner ips �11RISA M d�elName : M. EIIACH-An nnaMountAnalysis Checked By:� Envelope Member Section Forces (Continued) nnn...h- enn Avinn0.l i r ,, Qhv n i r - cku n 1 r Tn.nn "K inl i r , ,, RA . i r 35 3 max 1974.62 7 95.721 6 117.941 19 81.937 114 32629.8... 1 2391.332 25 36 min 1812.41 15 -171.722 11 -93.784 2 -92.778 -33326.5..19 1315.E 8 1 37 4 max 2100.62 7 39.257 25 336.179 19 81.937 14 23222.3... 1 1 -337.343 13 8 _.. min 1860211 22:992 22 -333.108 1 -92.77 8 -23788.9.. -823.131 6 39 5 max 2392.525 7 118.078 18 892.32 19 1185.917 2 0 1 1 0 1 0 min 1sOs.265'1'4 -3 8.04 '12 -900.981 1 -1 I'$2.1 2Q 0 0 1 41 FACE B 1 max 1770.562 3 186.421 12 977.692 10 854.116 4 0 --L 1 0 1 42 min 1760.405 23,28453 19 -967.687 1 -813877 22 0 1 0 1 43 1 2 max 1876.067 3 1100.738 1 510.011 10 391.373 4 30908.6... 10 -49.626 19 44 - min 1662.64322 -5 :111 :20 -494.756 16 - 71 : 4 2 30609.9216 =33M77 1 45 3 max 2035.452 3 93.9 2 112.63E 16 99.6 22 35779.5... 10 2376.588 25 46 i -t51a:o6 23 -1ao:o37 8 - 2:4 0 -111<225 4 36040.3a 1304,303 - 14 47 4 max 2035.452 3 38.915 25 364.636 16 99.6 22 25964.3... 10 -267.471 18 4 - min 1502.85523 211.194 8 -359:695 10 4111<22 4 -26017.6..16 -877578 1. 49 5 max 2166.964 3 154.922 13 916.312 16 1156.412 101 0 1 10 1 0 in -1366.13 23 -373.417 7 -947.051 1 -11 M8 16 0 1 ` 0 51 FACE A 1 max 2428.035 12 334.511 3 435.068 241 996.955 6 0 1 0 1 1 52 min 1606.0 19 -1,17.223 21 459s03 6 1 -918O6 13 0 1 '0 1 53 2 max 2508.717 12 -19.158 24 99.83 24 26.997 18 8689.674 24 -329.981 13 54 min -1777.58, s19 -38.919 25' -100.368 6 -30.776 1 .8827.09 , 6 -820.805 8 55 3 max 2508.736 12 172.73 4 81.118 23 26.997 18 12884.0... 24 2385.922 25 6--- min ol792.78 '19 -75.989 '19 -88.268 19 -M776 1 -13042.5. 6 1285326 23 57 4 max 2573.913 12 39.791 16 280.772 6 197.968 12 13622.5... 124 -301.042 15 58 min 1971.87 1 -92.943 9 .=262:7&& 24 -2028 1 18-14179.1. 6' 3 81.639 59 5 max 2577.6 12 -22.261 14 475.243 6 556.836 2 0 1 1 0 1 in 2104.52 . 19 -186.476 .7 -463.392 24 -514:925. 18 0 1 0 . 1 61 M7 1 max 6039.568 11 228.641 11 1286.933 13 119.469 1 0 1 1 0 1 62 min 2095.796 1' 45:007 17 -1409.22 7 -987,077 15 0 1 0 1_ . 63 2 max 5653.29 23 93.04 12 656.642 14 91.666 6 37228.9... 13 -111.314 17 64 -: thin 2503.203 _L =61.447 `18 :-755.355. 7 _7 -2 3 -41781 J.. 7 > -332 7 8 11. 65 3 max 6331.826 18 108.978 12 152.351 19 35.813 14 44838.4... 13 2515.366 25 6 in 5348.622 12 483.832 5 -126.92114 -96.422 7 51383.21 7 1556.593 23 67 4 max 6550.12 18 48.381 12 588.827 19 28.859 13 32184.5... 13 -135.391 17 68 min 556s.91. 12 18:995 18 -519: 2 13 - 6422 7 -35828.5: , 7 -1 04.283 11 69 5 max 7047.174 6 1129.7511 24 1386.498 7 794.688 8 0 1 0 1 70 min 6049.012 12 -357.329 jj 1213.02s 13 -1080.19 12 0 1.. 0 _ 1 71 M8 1 max 5704.148 12 222.835 7 1519.653 22 173.794 8 0 1 0 1 72 min -3251.375 $ 36,962 24'1583.954 -1057:112 23 1 0 1 73 2 max 5834.653 24 100.706 7 734.693 22 92.639 4 43159.3... 22 50.673 13 74:. min 3435.83 -69.515 3 -793.451 4 - 4 43 23 454412. 4 --3451678 7 75 3 max 7062.414 24 109.743 7 139.679 15 65.08 23 52755.1... 22 2500.281 25 76 min 6123.11 : , 189.971 "1 -132.792 23 -101'-721 - -55302.1. 1547:7 77 4 max 7062.414 24 49.146 7 633.732 16 49.603 22,37762.4... 22 -82.951 13 78 min 6123.119 8` 17.686 1 -608.942 -101.721 3 -39284.5..4 -1250.566 7 79 5 max 7343.208 12 165.616 19 1466.236 4 637.332 41 0 1 0 1 80 i 6377.866'8 1-391.866 1 1383.423 22 _ 3 2 1 0 1. 1 81 M9 1 max 6799.11 9352.718 9 473.579 12 906.081 1 0 1 0 1 ,82 in 5814.451 4 -128.957 1 -439.473 19 -946. :0 1 1 0 1 83 2 max 6520.16 21 -18.549 21 132.625 12 10.046 13 9703.136 12 -101.305 20 84 min 5634.43 4 -48.314 3 -123.571 1 -41381 19 9517.018 -1216.066 2 85 3 max 6520.16 21 184.314 8 132.625 12 26.602 13 15273.3... 12 2509.077 25 min 5634.437 4 -10 .91 -123.571 18 -41.381 1 -14686.9..1 110-862 24 4 max 5242.762 14 60.636 20 291.342 19 174.288 6 15543.3... 12 119.581 21 min 3211.657 4 -W.225 2 -306.748 12 -171.029 4 1460s.3: 9 -3320. 7 3 UM 5 max 5486.609 2 -35.63 19 513.213 18 322.477 6 0 1 01min 3016.5044 232.889 2 -545.561 12 -677.1121401 ':0 1 10 1 max 5859.817 4 56 669 25 0 11 5.813 8 0 1 0 1 RISA-3D Version 13.0.1 LTA ... \... \... \... \3C installation [2017]\JENBEACH -Antenna Mount.r3d] Page 6 Ask Company APX Group, LLC Job Nmber 107.89 111RISA M deluName : JENBEEACH-At nnaMountAnalysis CheckedByl:7 Designer Phillips Envelope Member Section Forces (Continued) Member Sec Axialflhl LC v Shearrl--- LC z Shearfl... LC Toreuenh-inl LC v-v Mom__LC z-Z Mnmentflh-inl LC 92' in 7451.902 21 .0 _ 2 0 .' 12 -38.365 7 0 ' .1 1 0 1 93 2 max 5852.874 4 28.345 25 0 Ill 5.813 8 1313.269 251 0 2 ff4 min 7457.233 1 -0 2 0 12 -38.365_ 7 0 ` 2 1 -13264 25 95 3 max 5845.93 4 0 1 0 1 5.813 8 1751.025 25 0 2 ' 96 r min 74wi7I :g - � 0,-, � .'� :� 0,; �- =1- -38�365, 7 - =0-�- .2r --.1751'.018 � 12 «x 97 4 max 5839.123 16 0 2 0 11 5.813 8 1313.269 25 0 2 98` nlinf-7471-12 8.34 25 R-"``12 - 7 _ 0' `° 2 -1313264 2" ` 99 5 max 5833.915 16 0 2 0 11 5.813 8 0 1 0 1 1100, 1 min 7478.063 9 -56.69 25 0 ° ° 12 -3&365 7 0 .. 1 0 1_ 101 M11 1 max 5355.751 15 128.345 25 0 11 23.435 23 0 1 0 1 1 2 ' inin -2237.739 -'18:222 '_14 0 1,24 -17., 0 ^. 1 0--,,- T 103 2 max 5350.544 15 14.173 25 0 11 23.435 123 363.583 25 -233.731 14 4 min1-2244s8 9.111 14 0 24 -174 9 •3 2 3.732 =36&582. 25' 105 3 max 5345.338 15 0 1 0 1 23.435 23 484.778 25 -311.642 14 106 = min 2251,622 9 -°°0 1 0° ` f 1 -1.7.4 9 s3 311. 15'- -4 "°° 25` 107 4 max 5340.132 15 -9.111 24 0 11 23.435 23 363.583 25 -233.731 14 108 min'2258.56a :9 - 4-173� 2 5 0,,,,,,,24 -17.499 .3 233.732 3 6 2 5 ° 109 5 max 5334.926 15 -18.222 24 0 11 23.435 23 0 1 0 1 1iP:' min 2265!505 91-28.3455 4 -17.499 3' 0 • I 0` J- ill M12 1 max 1236.685 21 28.345 25 0 3 11.993 8 0 1 0 1 i 6367.06 3 18 .222. 23 -,7 -1 .7 7 13 0 ` '1 113 2 max 1231.478 21 14.173 25 0 3 11.993 8 363.583 25 -233.731 20 114 mi 6374 3' 9.111 23 Q 7 -12.737 ''13 233.732 23, -36 _582 25' 115 3 max 1226.272 21 0 1 0 1 11.993 8 484.778 25 -311.642 20 116 i 80.941 3 1 - = , 1 -12.737 J3 311.643 23 -484:776 25 117 4 max 1221.066 21 -9.111 14 0 3 11.993 8 363.583 25 -233.731 20 118 min 6387.883 3 -14.173 25 0 7 -1 .737_ la 2 3.732 3 -363 582 25 ' 119 5 max 1215.86 21 -18.222 14 0 3 11.993 8 0 1 0 1 120 min ` 394.825 3 -28,.345 25 0 • ` 7 1 -1 .737 . 131 0 A 1, 10 ` 1 ' 121 M13 1 max 6300.348 8 56.69 25 0 13 2.879 1 0 1 0 1 122 . ` 7701.517 2 0 ` 7 0 8 45 31 Ill 0 J 1' 123 2 max 6293.404 8 28.345 25 0 13 2.879 1 1313.268 25 0 7 4" _ min -7707:38. 1 0 7 18 1 11 0 '_ :'7 1313263 25 125 3 max 6286.461 8 0 1 0 1 2.879 1 1751.024 25 0 1 7 a126 ` min.-7714323 12 0, 1 0.° °' 1 4531 - 11 0 ,,= 7. -1751 017 25' 127 4 max 6279.704 20 0 7 0 13 2.879 1 1313.268 25 0 7 128 _ min' , 21.266 12 -28.345 25 0 ° 18 45:31 11 0 7 -1 13263 _ 25 129 5 max 6274.497 20 0 7 0 13 2.879 1 0 1 0 1 °130 °.- min`=7728.21 12 - 6.69'25 0 .61 -4531-. - 11 0 -1 0` 1�'-= 131 M14 1 max 5149.514 19 28.345 25 0 1231 20.878 14 0 1 0 1 ,132 min 2157,384 1 l&2 19 0. 4 -23.183 7 0 1 0 1 133 2 max 5144.308 19 14.173 25 0 23 20.878 14 363.583 25 -233.731 19 134 i' 2164.326 i :1,1• 1 0° 4 23:183 ° 7 233.7 2'19 -363,582 1 2 135 3 max 5139.101 19 0 1 0 1 20.878 14 484.778 25 -311.642 19 1361 min 2171.268 1 0 __ . 1 0 . _ 1 -23.183 . '7 311 643 1 -4 :77 25 ; 137 4 max 5133.895 19 -9.111 20 0 23 20.878 14 363.583 25 -233.731 19 13 min 2178.20 1' -14. 7 25 0 4 -23.183 ! L 2 3.73 19 -363 582 25- 139 5 max 5128.689 19 -18.222 20 0 23 20.878 14 0 1 0 1 140 min 2185.151 1 1-28.345 '25 0 a -'- 4 -23.183, 7 -1 0. ° 141 M15 1 max 1154.478 13 28.345 25 0 19 9.528 2 0 1 0° 1 1 min' 153.22s '7 18.222' 24 -8.772' '23 0 1 143 2 max 1149.272 13 14.173 25 0 19 9.528 2 363.583 25 -233.731 24 144 _ Fin "6t60.188 7 9.1 . 24 0 `� ^ 9. 7 4 -363 582 145 3 max 1144,166 13 0 1 0 1 9.528 2 484.778 25 -311.642 24 14 i �6167.11 7 0 1 0 ... 1 -8.772, 23 311 Z43 25 147 4 max 1138.86 13 -9.111 19 0 19 9.528 2 363.583 25 -233.731 24 148 ` min' 17a.051 L - .17 .. 0 : ' 9 .772 ' 23 231732 24 363=582 25 RISA-3D Version 13.0.1 [T:\... \ ..\... \... \3C installation [2017]1JENBEACH - Antenna Mount.r3d] Page 7 Company '''�'�� Designer Job Number Model Name APX Engineering Group, LLC M. Phillips 17-0107.89 JENBEACH -Antenna Mount Analysis Envelope Member Section Forces (Continued) Sept20,2017 Checked By:_ Member Sec Axialrihl I v Shearn__I C 7 Shwarn_1C Tnrnlletlh-inl LC v-v Mnm_ I C 7-7 Mnmentnh-inl I C 149 5 maxI 1 133.653 13 -18.222 19 0 19 9.528 2 0 1 0 1 150 min" 180.993 7 -28.345 25 0' 9 -8.772 23 0. 1 0 1. 151 M16 1 max 1254.41 17 28.345 25 0 3 10.294 5 0 1 0 1 152 min 72.898 11 18.222 14 0 11 -11.16 14 0 '' 1 0 1 153 2 max 1249.204 17 14.173 25 0 3 10.294 5 363.583 25 -233.731 14 154 min -6479.84 11 9.111 14 0 11 " -11.168 14 233.732 2 -3 .582 25 155 3 max 1243.997 17 0 1 0 1 10.294 5 484.778 25 -311.642 14 15 min 486.781 11 1 0' 1 -11.1 8 311.543 23 484.776 25 157 4 max 1238.791 17 -9.111 151 0 1 3 10.294 5 1363.583 25 -233.731 14 1'58 min 93.723 11 -14.173 25 0 11 11.168 14 233.732 23 6 2 25 159 5 max 1233.585 17 -18.222 15 0 3 10.294 5 0 1 0 1 ,160 min" 500.665 Al -28.345 25 0 11` -11.168 14 0` 1 0 1 161 M17 1 max 5463.444 23 28.345 25 0 23 18.088 19 0 1 0 1 `162 min 2269.095 5 18.222 23 0 11 -17.649 12 0 1 0 1 163 2 max 5458.238 23 14.173 25 0 23 18.088 19 363.583 25 -233.731 23 164 in 2266.037 5 9.111 23 0' 11 -17.64 12233.732 19' -363.582 25 165 3 max 5453.031 23 0 1 0 1 18.088 19 484.778 25 -311.642 23 166 min 2272.979 5 0 '1 0 1 -17.649 12 31 I.W1 19 r -484:776 25 167 4 max 5447.825 23 -9.111 24 0 23 18.088 19 363.583 25 -233.731 23 168 min 2279.92 5 -14.173 25 0 11 -17.649 12 233.732 19 -363.582 _ 25' 169 5 max 5442.619 23-18.222 24 0 23 18.088 19 0 1 0 1 170 min 2286.862 5 -28.345 25 0 1.1 -17.649 92 0 1' 0 1 171 M18 1 max 5958.212 10 56.69 25 0 14 2.752 5 0 1 0 1 172 min 7552.408 17 0 11 0_ 19 _-44.177 3 0 1 0 1 173 2 max 5951.268 10 28.345 25 0 14 2.752 5 1313.269 25 0 11 174 min 7557.758 5 0 11 0 19 -44.177-3 0 11 1313.264 25 175 3 max 5944.325 10 0 1 1 0 1 2.752 5 1751.025 25 0 11 176 min 7564:699 5 0 1 0 1 -44.177 3 0 1- -1751.018 25 177 4 max 5937.484 22 0 11 0 14 2.752 5 1313.269 25 0 11 178 min 7571.64 5 -28.345 25 0, 19 -44,177 3 0 11 -1313.2 4 25 179 5 max 5932.277 22 0 11 0 14 2.752 5 0 1 0 1 1 0 Min7578,585 5 -56.69 25 0 19 -44. 77 0 1 0 1 181 M19 1 max 336.917 25 91.199 1 91.304 10 2.013 11 0 1 0 1 182 min 18 .86218 -91.144 19 -91.296 4 -.403 20 0 1 0 1 183 2 max 328.819 25 91.199 1 91.304 10 2.013 11 1059.273 11 1056.866 21 ,1841 min 175.655 1 -91.144 19 -91.29 4 -.403 20 - 058.6 5 -1056.815 15 185 3 max 292.72 25 30.381 19 30,432 4 2.013 11 706.182 11 704.577 21 ,186 min 152.449 18 -30.4 1 -30.4 5 10 -.403 20 -705.733 5 _-704.543 1 187 4 max 284.621 25 30.381 19 30.432 4 2.013 11 353.091 11 352.289 21 188 min 147.243 18 730.4 .1 -30.435 10 -.403 20 -352.867 5 -3 2: 72 15 189 5 max 276.523 25 30.381 19 30.432 4 2.013 11 0 1 0 1 =190 min 142.037 1 0. 1 - S4 1 - 4 3 22 1 ` 0 "G 191 M20 1 max 335.564 25 91.289 1 91.14 22 1.801 7 0 1 0 1 192 min 173.307 14 -91. 24 7 -91.1 16 -.252 17 0' 1 0 1 193 2 max 327.465 25 91.289 1 91.14 22 1.801 7 1057.995 12 1057.273 8 1 4 mint 168.1 14 -91,324 _7 -91.119 1 16 -.252 17 1058.589 6 -1056.845 1 195 3 max 291.367 25 30.441 7 30.373 16 1.801 7 705.33 12 704.849 8 196 min 144.894 14 -30.43 1 - 0. 22 -.252 17 -705.726 6 -704.5 4 14 197 4 max 283.268 25 30.441 7 30.373 16 1.801 7 352.665 12 352.424 8 1 $ min 139.688 14 -30.43 1 -36 3 22 -.25 17 -352.863 6 -352.282 _ 14 199 5 max 275.169 25 30.441 7 30.373 16 1.801 7 0 1 0 1 200 min 134.481 14 -30.43 1 -30M 22 -.252 17 . 0 1 1 0 L 201 M21 1 max 336.517 25 91.295 1 91.278 10 2.015 3 0 1 0 1 min 180.46 21 -91.28 7 -91.317 4. 074 13 0 1 0 1, 2 max328.418 25 91.295 1 91.278 10 2.015 3 0.918 �70558.94 12 1057.8 9 1205 min 175.254 21 -91.289 7 =91:317 4 07 13 o5s.2s5 5 1057.926 3 3 max 292.32 25 30.43 7 30.439 4 2.015 3 5 12 705.2 9 RISA-3D Version 13.0.1 [f:\... \... \... \... \3C installation [2017]\JENBEACH - Antenna Mount.r3d] Page 8 l Company APX up, LLC IIIRISAModelJob Oesigner Phillips Name : JENBEACH-An Antenna Analysis Checked By:� Envelope Member Section Forces (Continued) Member Sao Axial9hl LC v SheartL_LC z ShearO... LC Tomuellb-inl LC v-v Mom... LC z-z Momentnb-inl LC 206 min 152 048 21 -30.432 1 -30:426 10 074 13 -706.176P53O7.571 5:28 3 207 4 max 284.221 25 30.43 7 30.439 4 2.015 3 352.97352.6 9 208 min 146.841 21 -30s432 1 -30'.426. 10' '.074_ 13' -353-0882:642 3' 209 5 max 276.122 25 30.43 7 30.439 4 2.015 3 0 0 1 min 141:635 21 -30:432' 1 -30r426 10 '- - -.074 - - 43 ':-, O. - -:0 .w ..:.1211 M22 1 max318.494 9 390.14 1 249.811 10 1001.92 9 3089.0320.864 13 "in :-133.906 '1 -363.975:.1 - 11 1 ,'-77112 1 095353;' 1 _.. 8r' 213 2 max 313.287 9 390.14 1 249.811 10 1001.92 9 2399.0242.785 19 22 4 min'-137 81 15 -363:975 19 -2 3.71 1 - 71.728 15 '1791.35 9.175 12:215 3 max 143.467 21 387.911 7 232.87 4 1114.267 2 2559.6917.571 7 216 m 1 2 3 -359.791-'13 -187.489 22 -9 `49 2461.878'51, -4946!2 4 ` 217 4 max 139.562 21 387.911 7 232.87 4 1114.267 2 1907.243 2 1 917.768 4 '211& min -306.426:.3 -359.791 '13 '-187-489 22 - 36.498 20 1610.058 20 = 08.15 '20 219 5 max 0 1 .009 6 .005 6 0 1 0 1 0 1 1220 min "1 - 01 12 -,006 : 12 0 1 0 ' ' 1 0 221 M23 1 max -17.1 13 27.246 7 52.819 4 0 1 0 1 0 1 222 min -26:6 25 =27:244 '1_-52:801 22 - 0' 1 0 223 2 max 48.363 6 238.833 1 1171.119111 1398.602 14 1839.208 18 922.168 9 `224' _ min'-5.786 14 -210.256 1 -124z169 16 `-17 77 7 7 2158AW 12 -11 6 35 15' 225 3 max 42.115 6 238.833 1 171.119 11 1398.602 14 2169.75 21 4418.769 7 226 " min'-56.472 -187.405 1 =4722 20 -1 1 .787 2485.965 3 -4583.78 2` 227 4 max -8.859 18 238.208 7 152.317 4 1398.602 -L 14 1442.751 7 495.459 21 228 _ min 2.719 2 -209.53 .13 -109:817 22 -1717.787 L L614.363 13, -1361.8 1 3 229 5 max 0 1 .008 7 .004 2 0 1 0 1 0 1 '230 = rain 0 -'.1 -:009 >.2 -.00 7 " 0 1 0'. -1 :`` Ri T 231 M24 1 max 0 1 .004 9 .003 3 0 1 0 1 0 1 �232 min 1 -005, '2 -.003 1 1 0 1'' 233 2 max 123.344 1 344.451 13 227.716 10 858.405 15 2210.466 6 1582.77 8 234 'r min'- 4.0 9-.18 -380.479 7 -216.824 1 -797i435 -9 -2205255 4: 5487323 15' 235 3 max 117.097 1 176.245 23 227.716 10 1683.672 24 4011719 9 8102.907 7 236 min =126.93 6 -398.546 1` -192i079 7 .-1933.426 6'' 038A85 3' ' -8085 857 1 ' 237 4 max -43.408 13 362.04 19 219.816 4 1683.672 24 1551.834 19 1211.732 21 8' --- - . i 133.177 -:O -398:546 :1 -209 032 22:1933.426-. 1803.593 ,` -1400627 239 5 max 0 1 .02 7 .011 2 0 1 0 1 0 1 240' _ - min 0 1 1 -018 2 -.011 1 7` 0 1`' 0` 1 0 1 241 M25 1 max 0 1 .01 7 .004 12 0 1 0 1 0 1 242 Imiril 0 1 -:007 '2 --.006 7 0 1. 0 = 1 0 1_ 243 2 max 317.251 6 350.421 13 220.555 22 2476.298 6 2454.529 7 1309.861 19 244 min 139.357 22 -388.303 7 -222.349 4 '2011.3 7 24 `15sa:313 4 1020 8.11 3' ° 245 3 max 311.003 6 180.816 23 220.555 22 2476.298 6 37224.426 9 8295.84 7 4 min -303.527.12 -403:115 :` . -222.349 4- =2011.337 24 726.o34. 3 - 551 . 81 1... 247 4 max 141.678 18 367.818 19 208.687 16 1209.015 8 1361.492 19 845.033 9 4 min �309IT5t1 -403.115 1 =2 .72 1 = � -7 1. 1554.06 :1.- 7,15 _.15, 249 5 max 0 1 1 .013 17 .007 2 0 1 0 1 0 1 250 min 0 _ _1 -.011 "2 - 007 7 0 1 0 : -1 0 1.. 251 M26 1 max -17.1 13 27.194 19 52.841 4 0 1 0 1 0 1 252 in'-266': 7,20:AL'-5. 0-.. 0' 1'.. 2 max 56.705 1 133.028 13 231.162 10 1817.044 23 1436.182 11 590.991 13 min .153 20 -203s96 -230:228 1 -1906.761 4 -623:866 4 -1 7 3 max 50.457 1 -19.781 22 231.162 10 1817.044 23 4806.294 11 1782.276 19 mi 4 .3 7 203sss;7 -230:228 1 =1906'. 1 765is791 -1805.268 14 max 1.405 13 105.262 20 217.848 4 1817.044 231193.69 11 1313.234 1 L-10-7- in -64 574 $ - 73.25 "-216A91 22 -1906.761 4 -846.57s '1 -340.782 05 max 0 1 .001 25 .01 4 0 1 0 1 0 1 min1 0 19 -01 11 0 1- 1 0 1 1 max 0 1 0 7 .002 5 0 1 0 1 0 1 mi 0 1 0 1 1 -. 0-, 1' 1 ° ° 0': 1 .. RISA-3D Version 13.0.1 [TA ... \...\...\... \3C installation [2017]\JENBEACH - Antenna Mount.r3d] Page 9 ring Group, LLC Desgner . Phillips 111RISA Job mber M dielName : JIENOBOEACHeAnt nnaMountAnalysis CheckedByl:� Envelope Member Section Forces (Continued) Member Sec Axlalllbl LC v Shear I LC z Shear ...LC To ue b-in LC v-v Mom... LC z-z Momentrib-inl LC 263 2 rnax1126.5711 8 1307.184 1 275.8531221 1859.463 24 1778.3 122 1891.518 1 264 min 32.683 13 -316.913 19 -315.919 4 1 -1 80.644 6 2049.756 4 -2053.563 19 265 3 max 120.324 8 307.184 1 -17 19 1859.463 24 7736.648 10 3652.653 7 6 _ -.. min -126.453 1 --316.913.y .-341.814 :10 -1797.531 2 -7736.29 `.4 -3644.028 : -13 267 4 max -38.341 20 276.449 7 301.803 16 1535.864 20 1583.998 10 1509.441 13 268 m -13Z701 1 -286.304 13 -341.814 10 -1797:5 2 1309.429 1 -1497.938 '8 269 5 max 0 1 0 18 .023 4 0 1 0 1 0 1 0 min 0 12 - 10 `0 1 0 1 0- 1 271 M28 1 max 0l 1 0 7 .01 3 0 1 0 1 0 1 272' min Il 1 0 13 -.007-'10 0 1 ._0 1 0 273 2 max 350.501 1 1327.499 1 277.291 22 2405.226 3 988.446 22 2211.474 1 74" mi'n -174.38 19 -312.865 19 -321.886 :4 -1957.123 21- 2213.616 3 -1971.39 19 275 3 max 344.254 1 327.499 1 127.049 24 2405.226 3 7025.885 10 3676.838 7 276 - min - 36. 6 7 12.865. 19 -336.862 1 -234 6 :2 7027.116 _-4 -3683.5 6 1 277 4 max 176.824 13 291.858 7 292.412 16 2129.242 5 962.366 10 1345.504 13 78 min -342.007 - 78 6 13 -336.862, 10 -2346.25 23 -1173.71 15 -1611.7 1 6 279 5 max 0 1 0 20 .012 3 0 1 0 1 0 1 28U min 0 1 0 25 - 012. 10 - 0 1 1 0 1 „0 1 281 M29 1 max -17.1 13 27.304 7 52.801 16 0 1 0 1 0 1 2821 min -26.6 25 -27.262 11-52.813 10 0 1, 0 1 1 0, 1 283 2 maxI 49.305 12 1240.601 1 122.619 22 186.494 19 1785.937 2 1 1269.348 7 284 min 2.191 19 -204.099 19 -166.024 4 -267 581 10 :1022217 19 -388.295 23 285 3 max 43.058 2 244.075 7 45.819 24 186.494 19 2185.535 11 4880.698 7 286 min -4 . 7 -187.333 18 -166.024 4 -267. 81 1 2142.79 '17 -4351.556 13 287 4 max -7.946 14 244.075 7 110.548 16 186.494 19 586.34 13 547.256 19 8 min-54.836 7 -207.651 13 -154-027 10 -267.581 101645.8097 -10 6.5 8 11 289 5 max 0 1 .006 7 .004 7 0 1 0 1 0 1 290 : min 0 - 7 12 -.0 12 0 1 0 1 1 291 M30 1 max 0 1 .011 6 .006 6 0 1 0 1 0 1 2921' min 0 1 -.011 ' 12. -.006 ` 12 0 1 1 0 1 293 2 max 120.062 1 387.942 1 236.811 10 931.785 20 2232.359 14 1241.431 17 294 _ min 36.059 20 -354.619' 19 =207.638 1 62894 2 1974.657 8 -1569.01 11 295 3 max 113.815 1 387.942 1 236.811 10 931.785 20 4008.988 11 8136.374 7 296 min -124,956 g -174.407 '21 -198.741' 15 -962.894 2_' 001.53 ' -8 90. 47 1 _ 297 4 max -46.696 13 386.941 7 231.805 4 882.756 15 1705.644 1 1549.807 5 29 min -131.204 8 -354.02 13 -202.461, 22 - ".22 9 1745.511 19 -1281.164 24 299 5 max 0 1 .011 6 .006 6 0 1 0 1 0 1 0 min 0_ 1 .- 1 -.0 7 12 0 1. 0 -1 0 1 301 M31 1 max 92.804 4 -45.54 1 19 152 7 0 1 .01 7 0 16 02 min -92 804 1221 -7 : 4 25 -152 : 1 0 1.- 9 jR 0 17 303 2 max 92.804 14 1 -45.54 19 152 7 0 1 342.009 7 159.39 25 304 Ak -92.804122 -7 .84 25 -152 1 -342.001 65 13 305 3 max 92.804 4 -45.54 19 152 --L 7 0 1 684.0088 25 0 min-92 804 22 - 0 -1 1 0 1' -684.0011307 4 max 92.804 4 -45.54 19 152 7 0 1 1026.00717 25 308 min -92 -7 . 4 25 -152 1 0 1 1026.00 N318.78 95 19 309 5 max 92.804 4 -45.54 19 152 7 0 1 1368.00656 25 10 i -92 4 2 -70.84 25 -152. 1 1 1368:0028 1311 M32 1 max 152.008 1 -45.46 19 92.797 16 -409.86 13 1368.00715 12 -151s7& 7 -70 4 22 - 7.56 251368.00111 313 2 max 152.008 1 J -45.46 19 92.797 16 -409.86 13 1368.482 19 53.13 25 314 in -tsrs78 7 =7 .84 25 -92.815 22 637.56 25 1368.298 1 34.095 19 ' 315 3 max 152.008 1 75.6 25 92.797 16 680.4 25 1368.96 19 113.4 25 316 in -15}s78 7 -60.72 10 -92.815 22 437.4 9'1368.595' 72.789 19 317 4 max 140.747 7 75.6 25 72.016 22 680.4 25 1266.925 1 56.7 25 318 min -140.793 1 19 -72.009 4 437.4 1 -1266.76 19 36.395 19 319 5 max 140.747 7 j5.25 75.6 25 72.016 22 680.4 25 1267.2 1 . 001 18 RISA-3D Version 13.0.1 [T:\... \... \... \... \3C installation [2017]\JENBEACH - Antenna Mount.r3d] Page 10 �l Desgner lips I'1RISA M dlJobel umer Name JE EIACH- Antenna Mount Analysis Checked By7 Envelope Member Section Forces (Continued) Member Sec Axialnbl LC v Shearfl...LC z Sheartl--- LC Tnmuallh-inl LC v-v Mnm._ LC z-z Mnment lh-inl I 320 min -140-793 <1 148.525 1191n7UOQ: 4 437.L 119 1267:206 19 = 01 11, 321 M33 1 maxI 72.006 4 -48.6 19 140.8 19 0 1 .005 17 1 0 10 322 min -72.006 10 -75.6 25 140:8 1 0 - 1 -002 131. 0 17 323 2 max 72.006 4 -48.6 19 140.8 19 0 1 316.80517 1 170.1 25 min-72:00 10 756 25'-140:8; 1a _ 0",,' 1 -31s.e01°`1=.'. 10935 19 325 3 max 72.006 4 -48.6 19 140.8 19 0 1 633.604 71 340.2 25 326 ;; min -72.006 `10 -7 . -140 0 1 -633.601 1-'' 21 -7 19 327 4 max 72.006 4 -48.6 19 140.8 19 0 1 950.404 191 510.3 25 328 min -71006 10 -75 - 40 0 1 =950.401 IT 328-05 119 329 5 max 72.006 4 1 -48.6 19 140.8 119 0 1 1267.205 191 680.4 25 3 0' min -72006 101 46.6 2 -`-140.8 . ' 0 ' 1 1267.201 1-'' 437.4 a 19 331 M34 1 max 67.2 4 -54 13 150.398 19 0 1 .014 71 0 15 min -67.2 10 =84 25 -1 .4 !a 0 -.005 12' '0 22 333 2 max 67.2 4 -54 13150.39819, 0 1 338.40919 189 25 4,'' m -67.2 -�10 '44 25 450.4 ' Qa 338.4 13 ( 121.5 3: 9 335 3 max 67.2 4 -54 13150.39819 0 1 676.80519 378 25 36 "' min 7 10 =84 25 -150.4' 13 1' 0 ' ` 1 '-676.801 13'' 243` 19 337 1 4 max 67.2 4 -54 13 150,398 19 0 1 1015.2 19 567 25 338 . -` min -67.2, -1 -84' 2 -150 4 13 0 1 `1015.201 13 4-.5- 9� 339 5 max 67.2 4 -54 13150.39819 0 1 1353.59619 756 25 34 min' -67.2 ` 10 "-84 - 50:4' 13 0 1 1353.602 13 1' 486' 119 341 M35 1 max 150.391 1 -53.921 19 67.204 4 -486 19 1353.61 7 0 1 342 in -150.1 39 7 84 25 7.216 " , -756 2 ,1353.604 1' 0 7, 343 2 max 150.391 1 -53.921 19 67.204 4 -486- 19 1354.05 191 63 25 3 min -150.391 4 125672116 22 -756 25 1353.931 1.: _ 40.441 19 345 3 max 152.1 7 60.72 110 92.798 22 -486 19 1367.341 1 126 25 3461, min -152.008 1 4 792.8 3 16 -756 25 1367.133 19 80.882 19 347 4 max 152.1 7 1 70.84 25 92.798 22 637.56 25 1367.671 1 53.13 25 4 in -152,008 1 1 45:46 19 ` 1 7 409,86 19 136T 562 19 : 34 9 349 5 max 152.1 7 70.84 25 92.798 22 637.56 25 1368 1 0 7 350 min -152.008 1 4546 19 -92.803 16 409.86 la.136T9911 Aa 0. 2 351 M36 1 max 92.804 4 -45.54 13 152.001 7 0 1 .003 12 0 4 ,352 i 92.864'10 -7..: < -152 -• 1 0� 0 1 , a .1 , 14 353 2 max 92.804 4 -45.54 13 152.001 7 0 1 341.999 19 159.39 25 354 min -92.804 '10 -70:84 125 -'152- . L 0 -342 1 102'.465 13 355 3 max 92.804 4 -45.54 113 152.001 7 0 1 683.999 19 318.78 25 356 = min -92.804 10 =70.84 25 "-15 - -T 0 . 1 :-684 1 2,04.93 13- 357 4 max 192.804 4 -45.54 13 152.001 7 0 1 1026 19 478.17 25 358 min =92i804 10 -70 4 5 - -152 1 0> -' 1 � 026 1- � 307 R _ 13' 359 5 max 92.804 4 -45.54 13 152.001 7 0 1 1368 19 637.56 25 360 mi -92.804 10 -70:84' 25 -A 2 4 0 1 .-1 L 409F.86 13 361 M37 1 max 137.241 24 -45.511 17 107.455 15 0 1 2 .015 124 0 5 36 �' ini `-137.226--.18 -7 = , 25 d07.597 ,9' ` 0 ' -:011 31, 0 - 2 _ 363 2 max 137.241 24 -45.511 17 107.455 15 0 2 241.782 25 64 in 137226' 18 -70:84 25 -107.597 ` ' -242.093. 17 365 3 max 137.241 24 -45.511 17 107.455 15 0 2 483.556 25 366 "' min -137.226 1 -7 84 =1oz5s7 9 0 5 t184.1851 '117 367 4 max 137.241 24 -45.511 17 107.455 15 0 2 725.331 W153 7 25 in-137228 18 -70:84 25 t07.597 5 -726.2771 369 5 max 137.241 24 -45.511 17107.455 15 0 2 967.106 6 25 min -137.226 18 -70 -107597' g.. 0 5_ -968.372 °`1: 371 M38 1 max 107.622 21 -45.481 15 137.49 24 -409.602 17 967.12 12 min -107.808 -70 25 -137.147 1 7 -968.376 g-. ` Q•' ,"2.. 373 2 max 1minil 21 45.481 15 137.49 24 -409.602 17 1016.764 14 53.131 25 3 4 3 -70:84 25 -137:1a7 1 6 7 6 1022 ea 8 34.111 1 3 1 75.6 25 137.49 24 680.4 25 1085.406 14 113.397 253 -60.72' -13Z14T , 8 `_ 437175. 17 `1090.90 7 826 "'1 RISA-3D Version 13.0.1 [f:\... \... \... \... \3C installation [2017]UENBEACH -Antenna Mount.r3d] Page 11 Designer M. Phillips del Name ENBEACH -Ant Antenna Mount Analysis Checked By:� IIIRISA Job M Envelope Member Section Forces (Continued) Memher Sac Axialnhl I r.v Ch<arn I r v Chcnrn I C Tnrrn rnnh-inl I r v-v tvinm I r -. ne,..., ntn. :.a 377 4 max 92.272 2 1 75.6 25 123.556 18 680.4 25 780.325 9 1 99 25 7 min -9217 81,48551 15 -123.882 12 4 7-17 7 778.513 15 .413 14 379 5 max 92.272 2 75.6 25 123.556 18 680.4 25 830.106 20 .001 12 380z min -92: 7 8 48.551 5 -123:88z "12 437'175 17'-623.727 1 0 5 381 M39 1 max 123.618 12 -48.575 17 91.516 2 0 16 .005 24 0 14 382 ' min -12362 1 75;6 25 -92:235 M A 10 -.015 ` -15 A 22 383 2 max 123.618 12 -48.575 17 91.516 2 0 16 205.912 2 170.1 25 min -123.62 18 -75.6 '25 -92 235 20 0 -20T528 109.2 17 385 1 3 max 123.618 12 -48.575 17 91.516 2 0 16 411.824 2 340.2 25 86 _ min -123. 2 1 =756 25 -92.2 2 0 10' 415.055 '8 21&588 ' i' 17 3871 4 max 123.618 12 -48.575 17 91.516 2 0 16 617.736 2 510.3 25 388j min -123.62 18 -7 b 2 -92.235 20 10'-622.583 120'1 327.882 17 389 5 max 123.618 12 48.575 17 91.516 2 0 16 823.648 2 1 680.4 25 0 min -12 .62 1 -75 5-92.235. 20 0 1 1 201 .175 17 ; 391 M40 1 max 130.244 1 -53.962 18 94.036 14 0 20 .01 2 0 10 92 min -130.257 19 -84 2 - 3 4 8 0 11 - -.014 11 10 24 393 2 max 130.244 1 -53.962 18 94.036 141 0 20 211.585 14 189 25 394 min A30.257 19 -84 25 -93,794 `81 0 11 `-211.037 8' 12 413 18 395 3 max 130.244 1 -53.962 18 94.036 141 0 20 423.165 14 378 25 396 Innin -130.257 19 -84 25 - 3.794 81 0' 11 -422.073 8 242.827 _18 397 4 max 130.244 1 -53.962 18 94.036 114 0 20 634.745 14 567 25 398` _ min -130.257 19 -84 25 -91794 8 0 11 `-633.109 r8 36424 18 399 5 max 130.244 1 -53.962 18 94.036 14 0 20 846.325 14 756 25 400 min -130.257 19 -84 25 -93.794 -0 11-844.145 8 455.654 1 401 M41 1 max 94.263 8 -53.952 14 129.842 13 -485.654 18 846.317 14 0 21 402 in -94.238 14 -84 2 `-131.197 : 7 -756 5' `-844.133 2 0 23 403 2 max 94.253 8 -53.952 14 129.842 13 -485.654 18 918.504 2 63.001 25 40 min - 4.238 4' . -84 2 -131.197 - 7 -7W 25 -916.489 4o.465 4 405 3 max 107.638 3 60.72 5 137.353 18 -485.654 18 990.701 2 126,002 25 406 min -10T.632 9, -84 125 -137.337 -756 25-988.857 -<8 • 0:93 14 407 4 max 107.638 3 70.84 25 137.353 18 637.56 25 948.599 9 53.129 25 408 ih -107.632 9 4&4 2 -15 137.337 24 4 - 18 -947.787 S 34 111 15 409 5 max 107.638 3 70.84 25 137.353 18 637.56 25 968.014 9 0 11 410 min -107.632 45,482 95 137:33724 409.494 18967.451 15 0 23 411 M42 1 max 137.24 24 -45.499 18 107.49 3 0 9 1 .007 2 0 10 412+ mi -137.235 6 -70 4 25 -107.557 '_9 0 1 1 -, 11 .3 0' 9 413 2 maxI 137.24 24 -45.499 18 107.49 3 0 9 241.854 151 159.39 25 414, - min -137.235 6 -70.84 25 =107.557 g 0 1 -242.002 1 102.373 18 415 3 max 137.24 24 -45.499 118 107.49 3 0 9 483.701 15 318.78 25 41 min -137.235. 6 1 -70.84 25 -107.557''.9 '0,1 1 -484.004 s9 204.747 ..:1 417 4 max 137.24 24 -45.499 18 107.49 3 0 9 725.548 15 478.17 25 41& min -137.235 6 1-70.84 25 -107.557; "q 10 1 `-726.008 307.12 18 419 5 max 137.24 24 -45.499 18 107.49 3 0 9 967.4 3 637.56 25 420 min °137235 6 -70.84 2 -107.557 9 -968.011 09A 18 421 M43 1 max 137.239 20 -45.526 16 107.682 23 0 21 .022 11 0 8 22 .. min -137255 2 -70.84 25 -107.747 IZ 0 012 12 0 1 423 2 max 137.239 20 -45.526 16 107.682 23 0 21 242.292 23 159.39 25 424 i -137i255 2 -70.84 25 -107.747 17 a 6 1-242.43 17 102.433 16 425 3 max 137.239 20 -45.526 16 107.682 23 0 21 484.577 23 318.78 25 426 m" -137..255 -70 8 25 -107.747 J7 "0 6 -484.86 JZ 204, 427 4 max 137.239 20 -45.526 16 107.682 23 0 21 726.863 23 478.17 25 4 8` min -137.255 _7.. 25 -107.747:.:'17 0: 6 :-727.291 17 - - ,307.298 -16 429 5 max 137.239 20 45.526 16 107.682 23 0 21 969.148 23 637.56 25 430 min -137255 21-70.84 25 710T747''17 6 7969.721 17 _ 409.731 16 431 M44 1 max 107.622 17 45.48 23 137.007 20 409.732 16 969.078 11 0 6 432 min -107.651 23 -70.84 25 -137.366 25 -969.739 5 0 14331 1 2 max 107.622 17 45.48 23 137.007 20 409.732 16 950.032 23 1 53.129 25 RISA-31D Version 13.0.1 [T:\... \... X...\... \3C installation 12017DJENBEACH - Antenna Mount.r3d] Page 12 AML Company APX Engineering up, LLC Des ner M. Phillips IIIRISA M ENIName : ENBEACH - Ant Antenna Analysis Checked By�� Envelope Member Section Forces (Continued) Mumhnr A., Avinlnhl I r v Sham rn I r 7 Ahcnrn I r Tnrnunnh-inl I r v-v nnnm I r -7 mnmonwh_iN I r 434 1 1 min'=107.651 i23 40.84 25 -13T.366 14 -637.56 25 -950.928 5 1 34.409 23'' 435 3 max 107.622 17 75.601 25 137.007 20 680.4 1251966.573 181 113.404 25 436 "' ' min -107.651 '23 -60.72 3 -137 366 14 4373 16 =959.638 121 72.827 2 437 4 max 92.177 24 75.601 25 123.826 2 680.4 25 901.436 181 56.703 25 14 8, min:-92.17.1 18 48:55�23.-123.417 2 -.43T3 = 16:$93.742:24-_ 36.413 . 1=23, 439 5 max 92.177 24 75.601 25 123.826 2 680.4 25 836.299 18 .003 18 44 'n < 2.1 T1 8 48:55 23 A 23.417 20 ' 437 3 ' 16 -827.877 24 `° -.0 14 441 M45 1 max 123.634 20 -48.589 16 92.005 24 0 7 .012 231 0 8 442 min;-123.649 2 -7 6 25 -92.924 6 10 17 > =:021 12 0 r5 443 1 2 max 123.634 20 -48.589 16 192.005 24 0 7 207.007 24 170.1 25 min -123.649 `2 -7. 5 -92;92 ' 6 17'-209.078 6 10932 6 445 1 3 max 123.634 20 -48.589 16 92.005 24 0 7 414,018 24 340.2 25 446 - min-123.649 '2 -7 . 25 = : 24 0 1T `-418.157 6 218 65 16 447 4 max 123.634 20 -48.589 16 92.005 24 0 7 621.028 24 510.3 25 448 mm -A23.6as 2 75.6 25 -92 24 ' 0 17 27.235 6 ' 32 975 449 5 max 123.634 20 -48.589 16 92.005 24 0 7 828.039 24 680.4 25 450 min `-123.649 '2 -75i6 25 -92'924 6 1 -836:313 ; ° °_ '4373 _ 16 451 M46 1 max 130.244 7 -53.989 16 95.854 12 0 2 .025 23 0 6 452 min -130 2 13 -8' '25 -93.203' 18 °` 0 7 ' -.004 2 453 2 max 130.244 7 -53.989 16 95.854 12 0 2 215.689 12 189 25 454 `° min -13 . 5 13 -84 '25 -93.=118 0 7 `-209.704 18 ' 121.475 1 455 3 max 130.244 7 -53.989 16 95.854 12 0 2 431.361 12 378 25 456 min 430. 1 -84 2 -9 .20 1 0 71 419.411 18 24295 16 457 4 max 130.244 7 -53.989 16 95.854 12 0 2 647.033 12 567 25 rriin-130.25 i3 =84 ''25-93.203 18 0 ' T �29-1173 16 459 5 Max 130.244 7 -53.989 16 95.854 12 0 2 862.706 12 756 25 min -13 1 2a -93.203 1 T-838:823 18, 485.9 1 461 M47 1 max 94.262 6 -53.951 24 130.805 19 -485.9 16 862.646 121 0 12 462 min' -94. 1 -84 • 25 -129.298 1 -756 2 -838.809 6 1 10 21,1 463 2 max 94.262 6 -53.951 24 130.805 19 -485.9 16 791.801 12 62.999 25 4641 min -94.38 12 =84 25 -129298 1 ' -756 25 -766.025 0:463 24_: 465 3 max 107.668 23 60.72 2 136.751 14 -485.9 16 1083.302 6 125.998 25 ' - m n -107.625 A ` 4 2 -137i574:.. 8 :;" - 25 -1101.43 24 _ 8 2 24" 467 4 max 107.668 23 70.84 25 136.751 14 637.56 25 1014.325 6 53.131 25 1468 min`7107.625 17 45482 23 -137574 8 =409.721 16.1034:68s 24 341112 23 469 5 max 107.668 23 70.84 25 136.751 14 637.56 25 967.53 5 0 7 470 min-107.625117 45.482 23 -13T.574 8 409-721 16 -971.306 2 ,: _ 0 18 471 M48 1 max 137.23 8 -45.525 16 107.903 11 0 17 .013 1241 0 2 472 mi -137.235 2 -70.84 25 -107,504 5 • A 25 -4016 '19 0._ 8 473 2 max 137.23 8 -45.525 16 107.903 11 0 17 242.788 11 159.39 25 4T4 min "-137.235 2 -70.84 25 -107.504 5 ', 0 _ _ '2 -241.885 5 102.43 16_ 475 3 max 137.23 8 -45.525 16 107.903 11 0 17 485.571 11 318.78 25 '4 6 - min -137.235 _ - 7 84 Z5 -107.504: 5 _0 25 -483:768 5 �: 204861 1 - 477 4 max 137.23 8 -45.525 16 107.903 11 0 17 728.354 11 478.17 25 478 ` . min `=137.235- '2 -70.84 25 -107.504 5 '25 -725.651 - 7.291 16 -. 479 5 max 137.23 8 -45.525 16 107.903 11 0 17 971.137 11 637.56 25 " 0 ` '. .,. min :-137.235 ..2. -70.84. 25 -107.504 5 - Q 25.-967:535 Envelope Joint Reactions Wn t x nhl I r V ❑hl i t 7 nhl I r MY nh.inl i t MV nh-inl i r. M7 nh-inl i s 1 N1 max 4720.602 8 6588.463 6 11 0 1 0 1 0 min =588.3 1 --4091.567 4.14 0 1 . 1 13 N3 max 2977.611 5 5940.298 10 M2482.798 10 0 1 0 1 0 1 in -2 27 1 =3430A54 6 5 105 N2 max 4430.348 7 6607.331 2 9 0 1 0 1 0 1 RISA-3D Version 13.0.1 [TA ... \...\...\... \3C installation [2017]\JENBEACH - Antenna Mount.r3d] Page 13 Company APX Engineering Group, LLC ''''v^ Job M dDesigner M. Phillips eluE Name : NO ■_BEEACH -Antenna Mount Analysis Sept20,2017 Checked By:_ Envelone Joint Reactions (Continued) WM v nd i ( v n61 i n 7 n61 i n nnv nF inl i ( nnv n6 1e1 1 ! nn7 n6 :el I I 6 1 min 1-2126.021 4 14078.736 120 -3877.837 1 4 1 0 1 1 0 1 0 7 1 Totals: rnax18822.109j 19 15016.673125 17487.933122 8 1 min1--8822.506 1 1 13225.004115 1 -7487.934 116 RISA-313 Version 13.0.1 [f:\... \... \... \... \3C installation [2017]\JENBEACH - Antenna Mount.r3d] Page 14 qw Face Member Connections In Accordance With AISC LRFD 14th Edition AT&T APX Engineering Group, LLC JENBEACH [FA# 10016793), 17-0107 89 aPM 3400 Lakeside Drive, #525. Miramar, FL 33027 M. Phillips, September 2017 a i"o,;h rercx m .cr[ao F Member Parameters: 21-15X2.5X318 (LLBB) Material = ASTM A36 (Member Steel Material Grade) FYI Fe = 36 I 58 ksi (Member Yield and Tensile Strength, AISC Table 2-4) Ag = 4.24 in (Member Gross Area, AISC Chapter 1) t = 0.75 In (Thickness of Member at Connection) b = 3.5 In (Width of Connected Member Part) d, Bolt 0 = EE in (Nominal Bolt Diameter) Hole 0 = 0.8125 in (Bolt Hole Diameter per AISC Table J3.3, Standard) N = 1 Bolts (Numberof Bolts, ASTMA325N) Shear (Bolt Shear Condition, Single = 1, Double = 2) In Bin (Distance From Center of Bolt Hole to End of Member) g (Gage Distance) P. = M kips Shear V = 7.5 kips �vrn = 35.8 kips (Factored Member Axial Tension Force, per RISA-3D) (MAX Bolt Shear, Double Sheared) (Available Bolt Shear Strength, AISC Table 7-1) Yielding in the Gross Section �tPn = �tFYAg = 137 kips (AISC Eq. D2-1) Rupture on Net Effective Area be = 1.09 in (Effective Edge Distance, AISC Fig. C-D5.1) Wn = ¢tFe(2tbe) = 71.4 kips (AISC Eq. D5-1) Rupture on Effective Area a = 1.09 in Aet = 2.20 in (Minimum End Distance, AISC D5. 1) (Area on Shear Failure Path, AISC D5. 1) OtPn = 00.6F As1= 57.5 kips (AISC Eq. D5-2) Bearing Strength Ic = 1.09 in (Clear Distance, AISC J3.10) r Rn = �(1.51ctF) <_ �(3.OdtF - 53.5 kips 5 73.4 kips Thus, �Rn = 53.5 kips (AISC Eq. J3-6b) Vu 5 (�vrn OIL 20.9% Stressed P. 5 �tp. O 5.5% Stressed Pu 5 Cl`n OK 10.5% Stressed P. 5 0. Ord 13% Stressed Pu 5 �Rn DID 14% Stressed Page 1 of 1 t GOVERNS Brace Member Connections A In Accordance With AISC IRFD 14th Edition AT&T APX Engineering Group, LLC JENBEACH (FA# 10016793], 17-0107.89 a 3400 Lakeside Drive, #525, Miramar, FL 33027 M. Phillips, September 2017 Page 1 of 1 !tuber Parameters: L3.5X3.5X114 Material = ASTM A36 (Member Steel Material Grade) Fy I F = 36 I 58 ksl (Member Yield and Tensile Strength, AISC Table 2-4) Ag = 1.7 inZ (Member Gross Area, AISC Chapter 1) t = 0.25 In (Thickness of Member at Connection) b P„ b = 3.5 In (Width of Connected Member Part) 9 d, Bolt 0 = 0.75: In (Nominal Bolt Diameter) Hole fd = 0.8125 in (Bolt Hole Diameter per AISC Table J3.3, Standard) e N = 1 Bolts (NumberofBolts, ASTMA325N) H Sheaf (Bolt Shear Condition, Single = 1, Double = 2) In (Distance From Center of Bolt Hole to End of Member) g 5,T2 In (Gage Distance) Pu = 7.8 kips (Factored Member Axial Tension Force, per RISA-3D) Shear V = 7.8 kips (MAX Bolt Shear, Single Sheared) tp rn = 17.9 kips (Available Bolt Shear Strength, AISC Table 7-1) V <_ �.rn OK 43.6% Stressed Yielding in the Gross Section �tPn = �tFtAg = 55 kips (AISC Eq. D2-1) Pa 5 oi, OK 14.2% Stressed Rupture on Net Effective Area be = 1.09 in (Effective Edge Distance, AISC Fig. C-D5. 1) 4itPn = �tF (2tbe) = 23.8 kips (AISC Eq. D5-1) Pe <_ wn OK 32.8% Stressed Shear Rupture on Effective Area a = 1.09 inZ (Minimum End Distance, AISC D5.1) Asf = 0.73 in' (Area on Shear Failure Path, AISC D5. 1) �tP, = $0.6F Asf= 19.2 kips (AISC Eq. D5-2) P. 5 �tpn OK 40.7% Stressed Bearing Strength Ic = 1.09 in (Clear Distance, AISC J3.10) �Rn = �(1.5)ctF) s �(3.0dtF )= 17.8 kips 5 24.5 kips Pus $Rn OK -4 GOVERNS 43.7% Stressed Thus, �Rn = 17.8 kips (AISC Eq. J3-6b) Anchorage Capacity Calculations IF, In Accordance With AISC LRFD 14th Edition AT&T APX Engineering Group, LLC JENBEACH [FA# 10016793], 17-0107.89 q 3400 Lakeside Drive, #525, Miramar, FL 33027 M. Phillips, September 2017 esa�iw ru•Bolts at Penthouse Roof Deck ASTM A36, 112" 0 Tu — . 4,092 I Ibs (MAX Tension Reaction per RISA-3D, Factored) N — 4 (Numbers of Bolts in Tension) TMax = Tu 1 N (MAX Tension per Bolt) = 1,023 Ibs per Bolt Vu 7;662 s Ibs (MAX Shear Reaction per RISA-3D, Factored) n — 4 (Numbers of Bolts in Shear) VMax = Vu f n (MAX Shearper Bolt) = 1,915 Ibs per Bolt Page 1 of 1 olts FYP.) xisting oof Deck ¢Te = 6,406 Ibs (Bolt Design Tensile Strength, AISC Eq. J3-1)-Gene1C GkeM ¢Va = 3,844 Ibs (Bolt Design Shear Strength, AISC Eq. J3-1) f, = 9,756 psi (Bolt Required Shear Stress, AISC J3.7) F'at = UFat - (F.t/ Fuv)f, r 5 Fnt = 43,500 psi (Modified Nominal Tensile Stress, AISC Eq. J3-3a) = 34,871 psi Wa = 5,135 Ibs (Bolt Available Tensile Strength, AISC Eq. J3-2) TMax 5 �R„ OK 16% Stressed in Tension, 49.80% Stressed in Shear, 19.9% Stressed Combined