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STRUCTURAL ANALYSIS
November 5, 2018 SCANNED BY St. Lucie County 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 RECEIVED Subject: Structural Analysis — Antenna Mount (3C) BAN 2 5 ?019 Carrier Designation: AT&T: Indian River Estates [FA# 10126629] Pe mrirnn o0 APX Project: 18-0163766 st' Lucie County®nt Site Information: 363 US Highway 1 Port Saint Lucie, Saint Lucie County, FL 34952 Latitude 27.348767° N, Longitude 80.326917° W Existing Antenna Mount Dear Mr. Demarco: APX Engineering Group, LLC (APX) is pleased to submit this Structural Analysis to determine whether the subject antenna mount is able to support certain proposed loads. It is our understanding that AT&T, who retained MasTec Network Solutions (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 160 mph using RISA-3D structural software. Based on our analysis, subject to the assumptions and recommendations noted, it is our opinion that the subject structure will support the proposed loading. Members: Pass at 37.1%, Connections: Pass at 37.9% This report has been prepared for the purpose of providing a structural evaluation of the subject structure for the loading conditions indicated. It is intended for the exclusive use of MNS and AT&T. 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 appreciate the opportunity to provide our professional services to you and look forward to continuing our relationship. If we can be of any further assistance, please do not hesitate to contact us. JIM1211A._ / Sincerely, APX Engineering Group, LLC Michael A. Phillips, P.E. Chief Engineer Florida License #68312 Ova%!%St A 0000o a:•�,� C E NO l AT&T: Indian River Estates [FA# 1011,;_. , Structural Analysis Report Table 1: Criteria Building Code DescriptionCriterion Florida Building Code, 6th Edition (2017) Standard - Loads TIA-222-G Structural Standard for Antenna Supporting Structures and Antennas FBC 3108.1 Standard - Steel AISC LRFD 14th Edition Risk Category II Ultimate Wind Speed 160 mph, 3-Second Gust (FBC Figure 1609.3 (1)) Nominal Wind Speed 124 mph, 3-Second Gust (FBC 1609.3.1 for use with TIA-222-G) Exposure Category C Structure Class II (1 = 1.0) Topo. Category 1 Crest Height Zero Feet Structure.Type Mount Table 2: SUpnortino Information October 11, 2018 Radio Frequency Data Sheet (RFDS) AT&T August 7, 2018 TARP Mount Technical Directive — R9 AT&T November 7, 2013 Antenna Mount Specifications Connect -IT Wireless Various Miscellaneous Information AT&T / MNS Assumptions and Limitations 1. Information in the supporting documentation that could not be verified by APX personnel is assumed to be correct. 2. All existing 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. 5. The existing antenna mount is a Connect -IT Wireless #LPP14 platform mount. 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 proposed equipment. 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 Indian River Estates [FA# 1012662% 18-0163.66 M. Phillips, November 2018 A ! NC,CPP Design Parameters Wind Speed, Vasd = 124 mph (TIA 2.6.1 and Annex B) Exposure = C (TIA 2.6.5) Structure Class = II (TIA Table 2-1) Topo Category 1 (TIA 2.6.6.2) H = N/A ft (Crest Height Above Surrounding Terrain) Structure Type = Mount Wind Load Appurtenance Type z H W D (ft)( (ft) (ft) (ft) (ft) I = 1.0 (TIA Table 2-3) Kz,min = 0.85 (TIA Table 2-4) Gh = 1.00 (TIA 2.6.9) Ke = 1.0 (T1A Table 2-4) f = z9 = 900 (TIA Table 2-4) Kt = N/A (TIA Table 2-5) e = a = 9.5 (TIA Table 2-4) Kh = N/A (TiA 2.6.6.4) K. = Ca = a o,e (Force Coefficient, TIA Table 2-8) Skew 1, 61 = qz = 0.00256KzKztKdV2I (Velocity Pressure, TIA 2.6.9.6) Skew 2, E) = F = gzGh(EPA)A (TIA 2.6.9.2) Rend Ka K. Kn Kd qz Ce C. FFrom Fslde Skew of 61 ? Front Side (Ibs) I (Ibs) FFrom I FSide P■,a„geG 1 of 1 N/A (T1A Table 2-5) 2.72 (Nat. Log Base) Si.(TIA 2.6.9.2) 0❑0 (TIA Figure 2-4) 0° (TIA Figure 2-4) Skew of 62 Wt. FFmnt Fsme (Ibs) Kathrein/Scala800-10964K Panel 120 120 j 4.92 1.67 0.581 N 1.0' - 1.0 11.321 1.32 1.0 0.95 49.2 1,22 1.45 4921 2021 4921 202 492 202 83.8 55.1 Kathrein/Scala 800-10864K Panel 4.59 1.23 0.551 N 1.0 10.95 49.2 1.25 1.44 349 181 3491 181 349 181 Ericsson RRU 8843 B25/B66A (Side) Radio 120 120 120 1.25 0.78 1.1 N 1.0 -1:0 1:0 1.32 1.0 0.95 49.2 1.20 1.20 57 81 57 81 57 81.2 70.0 70.0 46.0 Ericsson RRU 4449 135/B12 (Side) Radio 1.25 0.78 1.1 N 1.32 1.0 0.95 49.2 1.20 1.20 57 81 57 81 57 81.2 Ericsson RRU 4415 B30 (Side) Radio 1.25 0.45 1.1 N 1.32 1.0 0.95 49.2 1.21 1.20 34 81 34 81 34 81.2 Raycap DC6-48-60-18-8C-EV squid OVP 120 1 1201 2.0 0.92 0.92 Y 1.0 1:Q 1.32 1.0 0.95 49.2 0.70 0.70 63 63 63 63 63 63.1 20.0 20.0 Raycap DC6-48-60-18-8F squid OVP 2.0 10.92 0.92 Y 1.32 1.0 0.95 49.2 0.70 0.70 63 63 63 63 63 63.1 Mount Type z (ft) (EPA)N (fiz) (EPA)T (fe) (EPA)A (fiz) K z K A K d qz (ps0 K a FFrom (Ibs) FSide (Ibs) _ FFrom (P111 Fslde (Plo _ 14'6" low profile platform w/o handrails (round) Platform 120' - - 17.46 1.32 1.0 0.95 49.2 1.0 - 859 859 - - 19.7 19.7 - Dish Type z (ft) D (ft) A (ft) CA Cs CM K. Ka Kd qz (PO - - - FAM (lbs) Fsm (Ibs) MM (lb-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 APX � M. Phillips 18-0163.66 Indian River Estates - Antenna Mount Analysis 3D RENDERED VIEW SK-1 Nov 5, 2018 at 11:32 AM Indian River Estates -Antenna Mo... APX Engineering Group, M. Phillips 18-0163.68 Indian River Estates - Antenna Mount Analysis JOINT NUMBERS SK-2 Nov 5, 2018 at 11:32 AM Indian River Estates - Antenna Mo... APX Engint I M. Phillips I 18-0163.66 Indian River Estates - Antenna Mount Analysis MEMBER NUMBERS SK-3 Nov 5, 2018 at 11:32 AM Indian River Estates -Antenna Mo... ►_110 f�A 18-0163.66 Indian River Estates - Antenna Mount Analysis MEMBER SIZES SK-4 Nov 5, 2018 at 11:33 AM Indian River Estates - Antenna Mo... APX Enginc I M. Phillips I 18-0163.66 Indian River Estates - Antenna Mount Analysis MEMBER LENGTHS SK-5 Nov 5, 2018 at 11:33 AM Indian River Estates - Antenna Mo... APX Engineering Group, M. Phillips 18-0163.66 Indian River Estates - Antenna Mount Analysis DEADLOAD SK-6 Nov 5, 2018 at 11:33 AM Indian River Estates - Antenna Mo... APX Engineering Group, ... SK - 7 M. Phillips Indian River Estates - Antenna Mount Analysis Nov 5, 2018 at 11:33 AM 18-0163.66 LIVE LOAD (WORST CASE) Indian River Estates - Antenna Mo... APX M. 18-0163.66 Indian River Estates - Antenna Mount Analysis WIND AT FRONT SK-8 Nov 5, 2018 at 11:33 AM Indian River Estates - Antenna M APX M. Phillips 18-0163.66 Indian River Estates - Antenna Mount Analysis WIND AT SIDE SK-9 Nov 5, 2018 at 11:34 AM Indian River Estates - Antenna Mo... WmlxrCnh C.0 Fm+bW OrlYSablun APX Engint M. Phillips 18-0163.66 Indian River Estates - Antenna Mount Analysis UNITY CHECK SK-10 Nov 5, 2018 at 11:34 AM Indian River Estates :Antenna Mo... APX Engine I M. Phillips I 18-0163.66 Indian River Estates - Antenna Mount Analysis SHEAR CHECK SK-11 Nov 5, 2018 at 11:34 AM Indian River Estates - Antenna Mo... Company APX Engineering Group, LLC Nov 5, 2018 �IP&SA Designer M. 18-0163.6 Checked By:_ Job Number 18.0163.66 Checked By:_ r E c x H x L o a 1 E s Model Name Indian River Estates -Antenna Mount Analysis (Global) Model Settings Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh inA2 144 Mer a Tolerance in .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? No Max Iterations for Wall Stiffness 3 Gravity Acceleration f /secA2 32.2 Wall Mesh Size in 12 Ei ensolution Convergience Tol. 1.E- - 4 Vertical Axis Y Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Solver I Accelerated Solver Hot Rolled Steel Code AISC 14th 360-10 : LRFD Ad'ust Stiffness? Yes Iterative `" RISAConnection Code AISC 14th 360-10 : LRFD Cold Formed Steel Code None Wood Code None Wood Temperature < 100F Concrete Code None Masonry Code None Aluminum Code None - Building Number of Shear Regions 4 Region Spacing Increment in 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 Framing Warnings? _ No Unused Force Warnings? Yes Min 1 Bar Diann. Spacing? No Concrete Reber Set REBAR SET ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 RISA-3D Version 14.0.1 [r:\... \... \... \...\3C installation [2018]\Indian River Estates - Antenna Mount.r3d] Page 1 Company APX Engineering Group, LLC Nov 5, 2018 INERNSAJobDesigner 1M.8 Phillips Chec eAM d Number 18-0163.66 Checked By:_ r E c x x a L o o r f s Model Name Indian River Estates -Antenna Mount Analysis (Global) Model Settings, Continued Seismic Code None 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 18.5 Envelope A/SC 14th(360-10): LRFD Steel Code Checks nnrrrnk-, c6neu n^AL nk .,. 1 .. Ml r r c4.....- 1 ... W n1,1 r ..1.»on.. .. L.Yo... r ..U:*RA..... rlC..- 1 M4 PIPE 3.0 .175 9.344 12 .033 9.488 11223478.1... 65205 68985 68985 1.. H1-1b 2 _ M5 PIPE 3.0 .179 9.344 27 .031 9.487 13 23478.1... 65205- 68985 68985- 14H1-1b 3 M6 PIPE 3.0 .164 9.344 8 .047 9487 2723478.1... 65205 68985 68985 1. H1-ib 4 M7 HSS4x4x4 .084 2.213 6 .034 2.213 10 136687 ... 139518 194166 1941661 H1-1b 5 M8 HSS4x4x4 .079 2.213 2 .033 2.213 2 136687.... 139518 194166 194166 1 • H1-1b M9 HSS4x4x4 .082 2.213 2 .033- 2.213 27136687.... 139518' 194166 194166 1.- H1-1b 7 M13 HSS4x4x4 .105 0 10 .035 0 z 4136687....139518 194166 1941661...H1-1b 8 M14 HSS4x4x4 .101 0 2 .035 ..346 z' 8 136687.... 139518 194166 194166 1...H1-lb 9 M15 HSS4x4x4 .100 0 6 .033 0 z 12136687.... 139518 194166 1941661• H1-1b 10 M70 PIPE 2.0 .159- 4 10 .057 4 5 14916.0... 32130 22459.5 2245951• H1-1b 11 M71B PIPE 2.0 .001 4 25 .000 4 2714916.0... 32130 22459.5 22459.51. H1-1b 12 M72B PIPE 2.0 56 4- 9 _.074 4 4 14916.0... 32130 22459.5 22459.51. H1-lb 13 M73B PIPE 2.0 .156 4 9 .074 4 1614916.0... 32130 22459.5 22459.51.. H1-1b 14 M70A PIPE-2.0 .170 4 10 .064 4 314916.0... 32130 22459.5 22459.51. H1-lb 15 M71C PIPE 2.0 .170 4 10 .064 4 3 14916.0... 32130 22459.5 22459.51. HI -lb 16 M7 C_ PIPE 2.0 .001 4 25 .000 4- 2514916.0... 32130 22459.5 22459.51: H1-1b 17 M73C PIPE 2.0 .148 4 10 .074 4 1614916.0... 32130 22459.6 22459.51.• H1-1b 18 M71D- PIPE 2.0 .001 4.083 25 .000 4 1114916.0... 32130 22459.5 22459.51.. H1-1b 19 M72D PIPE 2.0 .158 4 2 .072 4 7 14916.0... 32130 22459.5 22459.51• H1-lb 20 M73D PIPE 2.0 .158 4 2 .072 4 7 14916.0... 32130 22459.5 22459:51.. H1-1b 21 M74B PIPE 2.0 .150 4 7 .072 4 1 14916.0... 32130 22459.5 22459.51.. H1-1b 22 M54B HSS4x4x4 .359 0 9 ; 50 0 v 11115729 .... 139518 194166 1941662.. H1-1b 23 M55B HSS4x4x4 .281 0 11 .049 0 3 115729.... 139518 194166 194166 2.. H1-lb 24 M56A HSS4x4x4 .371 0' 6 .056 0 z 7 it15729.... 139518 194166 1941662 H1-1li Load Combinations n=crrin}inn R D B R Fe R Pe R Fa R Fa R P. R Re R R. R L. R Fe R Rm ME FA ■ 1 RISA-31D Version 14.0.1 [TA ... \... \... \... \3C installation [2018]\Indian River Estates -Antenna Mount.r3d] Page 2 CC77 Company APX Engineering Group, LLC Nov 5, 2018 SNBRESA Designer M. 18-0163.6 CheckeM ®® Job Number 18-0163.66 Checked By:_ T E C H N o I. Y Y I E S Model Name Indian River Estates -Antenna Mount Analysis Load Combinations (Continued) Joint Loads and Enforced Displacements (BLC 1 : Dead Load) Wn f I oh.1 I n RA n;_m ;nn 11.hnni6 Wnf/16 Ih in\ !in rnA\ 1164M/if INMO.p\l 1 N12 L Y .. .... .. -83.8 2 N3 L Y -83. 3 N15 L Y -83.8 4 N18 L Y -55.1 5 N10 L Y -55.1 6 N6 L Y -55.1 7 N2 L Y -55.1 8 N9 L Y -55.1 9 N17 L Y -55.1 10 N130 L Y -70 11 N129 L Y -70 12 N86 L Y -70 13 N85 L Y -70 14 N108 L Y -70 15 N107A L Y -70 16 N106A L Y 46 17 N128 L Y 46 18 N84 L Y -46 19 N133 L Y -20 20 1 N89 L Y -20 21 1 N111A L Y -20 Joint Loads and Enforced Displacements (BLC 2 : Live Load) Join Label L D M Direction Ma nitude Ib Ib-in in rad Ib•s42 I • ^ 1 N169 L Y -250 Joint Loads and Enforced Displacements (BLC 3 : Wind Front) Joint Label L,D,M Direction Magnitude[(Ib,lb-in), (in,rad), (lb's^2/ft, Ib's^2•ft)] RISA-313 Version 14.0.1 [T:\... \...\... \... \3C installation [201 8]\l ndian River Estates -Antenna Mount.r3d] Page 3 Company APX Nov 5, 2018 hHROSAJob Nu Number 18-0169 66 Bring Group, LLC Checked By:_ r e c x n o L a a e s Model Name Indian River Estates -Antenna Mount Analysis Joint Loads and Enforced Displacements (BLC 3: Wind Front) (Continued) .Ininf I ahpl I n M nirprlinn Mannih,awn, Ih-iM fin rail flh'sMfff Ih-09-fill 1 N15 L X 492 2 N12 L X _ 492 3 N3 L X 202 4 N18 L X 349 5 N10 L X 349 6 N9 L X '349 7 N17 L X 349 8 N2 L x 181 9 N6 L X 181 10 N108 L X 57 11 N107A L X -57 12 N130 L X 57 13 N86 L X 81 14 N85 L X 81' 15 N106A L X 34 16 N128 L X 34 17 N129 L X 57 18 N84 L X 81 19 N111A L_ X 63 20 N133 L X 1 63 21 1 N89 L X 1 63 Joint Loads and Enforced Displacements (BLC 4: Wind Side) .Ininf I ahpl I n M nirpefinn Mannit.o.r lh Ih-in1 fin rail fih•eA9/fr Ih•a49•ff11 1 N15 L Z 202 2 N12 __ L Z 202 3 N3 L Z 492 4 N9 L Z 181, 5 N17 L Z 181 6 N18 L Z 181 7 N10 L Z 181 8 N2 L Z 349 9 N6 L Z 349 10 N108 L _ Z 81 11 N107A L Z 81 12 N130 L Z 81 13 N129 L Z 81 14 N86 L Z 57 15 N85 L Z 57 16 _ _ N106A L Z 81 17 N128 L Z 81 18 N84 L Z 34 19 N133 L Z 63 20 N111A L, Z 63 21 1 N89 L I Z 63 Member Distributed Loads (BLC 3: Wind Front) Member Label Diredie Start Ma nitude Ib F End M ntude Ib/ Sta Location ft ° End Location °° 1 M6 X 19.7 19.7 0 0 Member Distributed Loads (BLC 4: Wind Side) M tuber Lab Direction Sta Ma nitude Ib/ End Ma n' de Ib ft to Location ° End Location ft °/ 1 M4 Z 19.7 . 197 0 0 RISA-31D Version 14.0.1 [T:\... \... \... \... \3C installation [2018]\]ndian River Estates -Antenna Mount.r3d] Page 4 INOR9Company APX Engineering Group, LLC Nov 5, 2018 *SA Designer : 18-0M. 163.E CheckeM Job Number 18-0163.6E Checked By:_ x o L a o 1 c s Model Name Indian River Estates -Antenna Mount Analysis Envelope Member Section Forces Member Sec Axialflhl LC v Shparflhl I G 7 ShpmrTihI I C Tnrmipfl I r. v_v Mnmentflh_inl I C 7_7 Mnmenff1h_in1 I C 1 M4 1 max 0 1 1 0 1 0_ 1 - 0 1 0.-.._ 1 1 __...__O._._... 1 2 min 0 -L 0 1 0 1 0 1 0 1 0 1 3 2 max 1461.498 9 20.985 17 107.091 14 819.201 11 2711.477 13 4050.661 9 4 min -1462.385 15 -186.952 11 -106.934 8 -356.765 17 -2711.013 7 -61.646 26 5 3 max 1236.981 22 61.482 19 155.374 7 696.705 3 748.237 10 7442.935 25 6 min -1237.69 Q -133.833 1 -155.347 13 -613.292 21 -743.109 4 -262.405 26 7 4 max 1243.498 23 225.281 10 144.037 24 56.092 26 3607.639 7 5887.168 12 8 min -1244.042 5 -13.722 26 -144.093 6 -1322.01 2 -3607.336 13 -187.663 26 9 1 5 Imax, 0 1 0 1 1 0 1 0 1 0_ 1 0 1 10 min _ 0 1 0 1 0 1 0 1 0 1 0 1 11 M5 1 max 0 1 0 1 0 1 0 1 0 1 0 1 12 min 0 1 0 1 0- 1 0 1 0 1 0 1 13 2 max 1601.962 1 25.667 21 64.464 13 1209.865 27 2666.342 14 4231.722 2 14 min -1599.651 19 -191.554 3 -64.535 7 -636.163 21 -2661.064 8 911.356 20 15 3 max 1456.145 2 65.225 23 110.223 8 1222.616 27 253.379 14 9222.621 27 16 min -1456.113 20 -137.622 5 -110.665 14 -663.918 13 -251.121 8 2654.039 26 17 4 max 1312.433 2 227.676 27 132.718 14 392.789 26 1761.725 8 6880.378 27 18 min -1311.509 20 57.927 26 -132.309 8 -1227.604 25 -1774.137 14 1290.832 - 22 19 5 max 0 1 0 1 0 1 0 1 0 1 0 1 20 min 0 1 0 1 0 1 0 1 0 1 0 1 21 M6 1 max 0 1 .027 2 0 4 0 1 0 1 0 1 22 min 0 1 -.022 6. -,005 13 0 1 0 1 1 23 2 max 1565.962 6 4.111 13 136.133 13 1058.083 6 1078.432 13 5184.963 27 24 _ min -1565-651 24 -177.32 27 -136.243 7 -890.215 26 1077.181 7 670.752 23 25 3 max 1568.391 6 65.628 15 58.827 6 828.371 10 630.682 19 9022.184 27 26 min -1570.194 24 -137.896 9 -58.636 24 -1283.236 27 -623.792 1 2464.879 26 27 4 max 1353.691 7 227.04 5 14.667 18 -562.343 16 1735.59 6 5733.01 8 28 min -1352.047 13 55.698 26 -14.635 12 -2181.806 27 -1734.634 24 1172.919 26 29 5 max 0 1 1 02 112 .011 1131 0 1 1 0 1 0 1 30 min 0 1 -.029 7 0 4 0 1 0 1 0 1 31 M7 1 max 182.331 4 -22.45 26 321.9 23 4200.892 10 0 1 0 1 32 min -182.614 22 -355.737 8 -321.945 5 -370.137 26 0 1 0 1 33 2 max 182.331 4 -22.45 26 321.9 23 4200.892 10 2137.243 23 2387.174 8 34 min -182.614 22 -363.35 8 -321.945 5 -370.137 26 -2137.541 5 149.057 126 35 3 max 182.331 4 -22.45 26 321.9 23 4200.892 10 4274.487 23 4824.898 8 36 1 min 1 -182.614 22 -370.964 8 -321.945 5 -370.137 26 -4275.082 5 298.113 26 37 4 max 182.331 4 -22.45 26 321.9 23 4200.892 10 6411.73 23 7313.174 8 38 min -182.614 22 -378.578 8 -321.945 5 -370.137 26 -6412.624 5 447.17 26 39 5 max 182.331 45 26 321.9 23 4200.892 10 8548.974 23 9852 8 40 min -182.614 191 8 -321.945 5 -370.137 26 -8550.165 5 596.227 - 26 41 M8 1 max 424.54519 26 265.412 15 3933.525 2 0 1 0 1 42 min -421.805 .6 12 -265.214 9 -97.291 20 0 1 0 1 43 2 max 424.54519 E37 26 265.412 15 3933.525 2 1762.195 15 2439.393 12 44 min -421.805 214 12 -265.214 9 -97.291 20 -1760.877 9 -119.637 26 45 3 max 424.54519 26 265.412 15 3933.525 2 3524.39 15 4929.329 12 46 min -421.805 828 12 -265.214 9 -97.291 20 -3521.753 9 -239.274 26 47 4 max 424.54519 26 265.412 15 3933.525 2 5286.585 15 7469.812 12 48 min -421.805 24 -386.442 12 -265.214 9 -97.291 20 -5282.63 9 -358.911 26 49 5 max 424.545 6 18.019 126 265.441 15 13933.525 2 7048.897 15 10061.618 12 50 min -421.805 24 -394.244 12 -265.186 g _97.291 20 -7043.391 9 -478.548 26 51 M9 1 max 155.992 9 -90.11E 22 281.08 19 3746.446 6 0 1 0 1 1 52 min -155.278 15 -385.851 27 -280.906 1 87.773 24 0 1 53 2 max 155.992 9 -95.827 22 281.08 19 3746.446 6 1866.228 19 25 54 min -155.278 15 -393.465 27 -280.906 1 87.773 24 -1865.072 1 655 A 3 max 155.992 9 -101.537 22 281.08 19 3746.446 6 3732.455 19 556 min -155.278 15 -4ot078 27 -280.906 1 87.773 24 -3730.143 11 RISA-3D Version 14.0.1 [T:\... \... \... \... W installation [2018]\Indian River Estates -Antenna Mount.r3d] Page 5 Company APX Nov 5, 2018 RE ROSA JDeser Phillips 11:35 AM ob Nn ber 18-0163.66 Bring Group, LLC Checked By:_ r r e x x Y L a GIES Model Name Indian River Estates - Antenna Mount Analysis Envelope Member Section Forces (Continued) Member Sec Axialrlhl LC v Shearrlhl LC z Shearrlhl LC Tomue8._ LC v-v Momentrlb-inl LC z-z Momentrlb-inl LC 57 4 max 155.992 9 -107247 22 281.08 19 3746.446 6 1 5598.683 19N1652..93 41 27 58 min -155.278 15 -408.692 27 -280.906 1 87.773 24 -5595.215 159 22 69 5 max 155.992 9 -108.206 26 281.08 19 3746.446 6 7464.91 1925 27 60 min -155.278 15 -416.306 27 -280.906 1 -87.773 24 -7460.286 113 22 61 M10 1 max 391.548 20 55.698 26 1790.884 13 682.483 24 661.791 1883 5 62 min -387.164 14 -75.911 11 -1791.094 7 -2258271 6 -662.946 1232 23 63 2 max 391.548 20 55.698 26 1790.884 13 682.483 24 3459.184 1333 5 64 min -387.164 14 -75.911 11 -1791.094 7 -2258271 .6 -3453.963 798 23 65 3 max 513.421 7 205.279 5 1790.884 13 2446.501 21 7488.679 1393 11 66 min -516.486 13 -73.147 12 -1791.094 7 -3429.777 3 -7483.93 7 312.754 26 67 4 max 513.421 7 1205.279 5 1726.418 9 2446.501 21 2353.583 4 1588.162 11 68 min -516.486 13 -1.481 23 -1726.478 15 -3429.777 3 -2354,909 10 -1530 831 17 69 5 max 513.421 7 205.279 5 1726.418 9 2446.501 21 1765.939 20 1582.848 23 70 min -516.486 13 -1.481 23 -1726.478 15 -3429.777 3 -1766.227 2 _ -1983.66 5 71 M11 1 max 576.261 13 43.097 21 1503.789 17 1430.051 17 1909.429 24 650.127 8 72 min -579.772 7 -73.589 4 -1503712 11 -3015.615 11 -1908.278 6 -433 306 j 4 73 2 max 576.261 13 43.097 21 1503.789 17 1430.051 17 1531.492 16 597.294 8 74 min 1 -579.772 7 -73.589 4 -1503.712 11 -3015.615 11 -1530.356 10 -310.228 14 75 3 max 576.261 13 209.6 9 1981.553 13 2094.415 14 8360.98 7 2352.418 3 76 min -579.772 7 -73.589 4 -1980.769 7 -3081.066 g 1 -8365.37 13 -1828.393 21 77 4 max 443.819 24 209.6 9 1981.553 13 2094.415 141 3904.243 7 2295.855 3 78 min -438.876 18 -48.244 26 -1980.769 7 -3081.066 8 -3906.871 1 -2236.203 21 79 5 max 443.819 24 209.6 9 1981.553 13 2094.415 14 551.629 13 2298.488 15 80 min -438.876 18 -48.244 26 -1980.769 7 -3081.066 8 -552.499 19 -2699.325 9 81 M12 1 max 513.635 4 57.925 26 1432.784 9 1926.066 21 2759.173 2 958.878 3 82 min -514.109 10 -68.606 8 -1432.74 15 -3521.966 3 -2756.749 1 8 -747.849 1211 83 2 max 513.535 4 57.925 26 1432.784 9 1926.066 21 1495.175 11 914.13 3 84 min -514.109 10 -68,606 8 -1432.74 15 -3521.966 3 -1493.481 17 -620.1 9 21 85 3 max 513.535 4 1435.268 27 1614.64 17 2540.189 17 5521.336 11 2094.537 6 86 min -514.109 10 -68.606 8 -1614.921 11 -3521.966 3 -5519.831 17 -1562.816 24 87 4 max 511.665 4 435.268 27 1614.64 17 2540.189 17 1887.588 11 1968.648 6 88 min -510.56 10 15.908 19 -1614.921 11 -3515.129 11 -1886.715 17 -1907.189 24 89 5 max 511.665 4 435.268 27 1614.64 17 2540.189 17 1951.627 6 1903.094 18 90 min -510.56 10 15.908 19 -1614.921 11 -3515.129 11 -1954.271 24 -2305.781 12 91 M13 1 max 1005.874 15 411.6 9 355.937 10 830.331 22 9467.357 16 10526.801 9 92 min -1005.493 9 -5.705 26 -356.481 16 -4233.775 q 9452.918 10 -151.516 26 93 2 max 1005.874 15 403.986 9 355.937 10 830.331 22 7100.518 16 7819.274 9 94 min -1006.493 9 -5.705 26 -356.481 16 -4233.775 4 -7089.689 10 -113.637 26 95 3 max 1005.874 15 396.373 9 355.937 10 830.331 22 4733.679 16 5162.298 9 98 min -1005.493 9 -5.705 26 -356.481 16 -4233.775 ,4 -4726.459 10 -75.758 26 97 4 max 1005.874 15 388.759 9 355.937 10 830.331 22 2366.839 16 2555.874 9 98 min -1005.493 9 -5.705 26 -356.481 16 -4233.775 4 -2363.23 10 -37.879 26 99 5 max 1006.874 15 381.145 9 355.937 10 830.331 22 0 1 0 1 100 min -1005.493 9 -5.705 26 -356.481 16 -4233.775 4 0 1 0 1 101 M14 1 max 514.397 7 405.421 1 350.164 14 931.028 15 9298.534 8 10357.313 1 102 min -518.549 13 -2.034 26 -349.946 8 -4331.008 9 -9294.858 14 -54.03 26 103 2 max 514.397 7 397.568 1 349.953 14 931.028 15 6974.541 8 7691.429 1 104 min -518.549 13 -2.034 26 -350.156 8 -4331.008 9 -6970.498 14 -40.522 26 105 3 max 514.397 7 389.954 1 349.953 14 931.028 15 4649.694 8 5077.074 1 106 min -518.549 13 -2.034 26 -350.156 8 -4331.008 9 -4646.999 14 -27.015 26 107 4 max 514.397 7 382.34 1 349.953 14 931.028 '15 2324.847 8 2513.265 1 108 min -518.549 13 -2.034 26 -350.156 8 -4331.008 9 -2323.499 14 -13.507 26 109 5 max 514.397 7 374.727 1 349.953 14 931.028 15 0 1 0 1 110 min -518.549 13 -2.034 26 -360.166 8 -4331.008 9 0 1 0 1 111 M15 1 max 1028.915 1 448.896 27 319.014 18 708.271 18 8487.068 12 11517.357 27 112 min -1029.443 19 110.404 26 -319.568 12 -4110.751 12 -1472.35 18 2932.111 26 113 2 max 1028.915 1 441.283 27 319.014 18 708.271 18 6365.301 12 8562.191 27 RISA-31D Version 14.0.1 [T:\... \... \... \... \3C installation [2018]\Indian River Estates -Antenna Mount,r3d] Page 6 Company APX Engineering Group, LLC R RO-S18 Designer Phillips Job Number 18-0163.66 TECH HOLE G IES Model Name Indian River Estates -Antenna Mount Analysis Envelope Member Section Forces (Continued) Nov 5, 2018 11:35 AM Checked By:_ Member Sec Axiairlbl LC v Shearrlbl LC z Shearrlbl LC Tor ue I... LC v-v Moment Ib-in LC z-z Moment Ib-in LC 114 min -1029.443 19 110.404 26 -319.568 12 -4110.751 12 -6354.262 181 2199.083 26 115 3 max 1028.915 1 433.669 27 319.014 18 708.271 18 4243.534 12 5657.576 27 116 min -1029.443 19 110.404 26 -319.568 12 -4110.751 12 -4236.175 18 1466.055 26 117 4 max 1028.915 1 426.055 27 319.014 18 708.271 18 2121.767 12 2803.512 27 118 min -1029.443 19 110A04 26 -319.568 12 -4110.751 12 -2118.087 18 733.028 26 119 5 max 1028.915 1 418.441 27 319.014 18 708.271 18 0 1 0 1 120 min -1029.443 19 110.404 26 -319.568 12 -4110.751 12 0 1 0 - 1 121 M70 1 max 0 1 .014 7 .085 27 0 1 0 1 0 1 122 min 0 1 -.009 1 1 0 26 0 1 0- 1 0 1 1 123 2 max 0 26 .014 7 .085 27 1 1 1 2.036 27 .21 1 1 124 min -9.-718 25 -.009 1 0 26 _ _0 0 1 0 26 -.324 7 125 3 max 83.837 25 54.494 1 129.628 22 898.775 23 2829.585 16 1048.279 13 126 min 0 26 -54.571 7 -130.191 4 -900.612 5 _-3500.929 - 10 -1657.491 7 127 4 max 74.118 25 54.494 1 129.628 22 898.775 23 0 26 0 26 128 min 0 26 -54.571 7 -130.191 4 -900.612 5 -456.491 25 -405.465 25 129 5 max 0 1 .006 1 .005 22 0 1 0 1 0 1 130 min 0 1 -.014 7 -.04 4 0 1 0 1 0 1 131 M71B 1 max 0 1 1 .003 120 .066 271 0 1 0 1 0 1 132 min 0 1 -.021 2 0- 26 0 1 0 1 0 1 133 2 max 0 26 .003 20 .066 27 0 1 1 1.576 27 .499 2 134 min -9.718 25 -.021 2 0 26 0 1 0 `•. u- 26 -.067 20 135 3 max 19.437 25 .031 2 0 26 0 1 3.155 27 .999 2 136 min 0 26 - -.004 20 -.099 27 0 1 0 " ` ; 26 -.134 20 137 4 max 9.718 25 .031 2 0 26 0 1 .789 27 .25 2 138 min 0 26 -.004 20 -.099 27 0 1 0 26 -.034 20 139 5 max 0 1 .01 2 0 26 0 1 0 1 0 1 140 min 0 1 -.001 20 -.033 27 0 1 0 1 �0 1 141 M72B 1 max 0 1 0 26 .005 16 0 1 0 1 0 1 142 min _ 0 1--.051 2 -.023 10 0 1 0 1 0 1 143 2 max 0 26 0 26 .005 16 0 1 .124 16 1.212 2 144 min -9.718 25 -.051 2 -.023 10 0 1 -.56 10 0 26 145 3 max 117.437 25 91.831 1 130.049 10 1203.997 10 2995.807 16 1616.687 13 146 min 0 26 -91.233 19 -129.805 4 -1205.067 16 ---3283.034 10 -2967.699 7 147 4 max 107.718 25 91.831 1 130.049 10 1203.997 10 0 26 0 26 148 min 0 26 -91.233 19 -129.805 4 -1205.067 16 -186.577 25 -910.44 25 149 5 max 1 0 1 1 .027 1 .024 10 0 1 0 1 0 1 150 min 0 1 -.005 19 -.012 4 0 1 0 1 0 1 151 M73B 1 max 0 1 0 26 0 26 0 1 0 1 0 1 152 min 0 1 -.055 1 -.034 10 0 1 0 1 0 1 153 2 max 0 26 0 26 0 26 0 1 0 26 1.308 1 154 min -9.718 25 -.055 1 -.034 10 0 1 -.82 10 0 26 155 3 max 117.437 25 91.88 1 130.168 10 1203.832 10 2994.288 16 1617.25 13 156 min 0 26 --91.21 19 -129.718 16 -1206.243 16 -3286.618 10 -2966.733 7 157 4 max 107.718 25 91.88 1 1 130.168 10 11203.832 10 0 26 0 26 158 mini 0 26 -91.21 19 -129.718 16 -1205.243 16 -186.745 25 -910.374 25 159 5 max 1 0 1 .03 1 .029 10 0 1 0 1 0 1 160 min 0 1 -.004 19 -.007 16 0 1 0 1 0 1 161 M70A 1 max 0 1 .014 7 .085 27 0 1 0 1 0 1 162 min 0 1 -.009 1 0 26 0 1 0 1 0 1 163 2 max 0 26 .014 7 .085 27 0 1 2.036 27 .21 1 164 min -9.718 25 -.009 1 0 26 0 1 0 26 -.324 7 165 3 max 500.66 27 91.451 1 129.648 22 1030.753 3 2680.078 16 2723.617 1 166 min 75.495 16 -91.423 7 -13o.43s 4 -lozss3 21 -3705.191 10 -1799.021 19 167 4 max 492.33 27 91.451 1 129.648 22 1030.753 3 42.752 26 616.913 25 168 min 69.247 16 -91.423 7 -130.439 4 -1029.83 21 -695.033 25 -3.806 26 1691 1 5 max 400 27 .059 27 .006 22 0 1 0 1 0 1 170 min 0 1 159 26 -3.837 27 0 1 0 11 0 1 RISA-3D Version 14.0.1 [T:\... \... \... \... \3C installation [2018]\Indian River Estates -Antenna Mount.r3d] Page 7 Company APX Engineering Group, LLC N 8-SA Designer M. 18-0163.6 Job Number 18-0163.66 T E c a N o L a c 1 E s Model Name Indian River Estates -Antenna Mount Analysis Envelope Member Section Forces (Continued) Nov 5, 2018 11:35 AM Checked By:_ Mnmhcr Son Gviolrlhl I rl v ghonrrlhl 11. > Aho.dlhl I C Tnrnuorl 1 C v-v Mnmcntrlh-inl 1 r` a Mnmantrlh-inl I C. 171 M71- C 1 max 0 1 .024 6 .067 27 0 1 1 0 1 0 1 172 min 0- 1 -.006 24 0 26 0 1_ 0 11 0 1 173 2 max 0 26 .024 6 .067 27 0 1 1.614 27 .145 24 174 min -9.718 25 -.006- 24 - 0 ' 26 0 1 0 26 - -.575 _ _ 6 175 3 max 117.437 25 91.415 1 129.658 22 1030.77 3 2677.22 16 2722.396 1 176 min 0 26 -91.541 7 -130.285 4 -1029.83 21 -3705.977 10 -1801.244 - 19 177 4 max 107.718 25 91.415 1 129.658 22 1030.77 3 0 26 616.801 25 178 min 0 26 -91:541 7 -130.285 4 -1029.83 21 _ ..-695.177 __ 25 -.001. 26 179 5 max 1 0 1 1 1 .014 1 1 .006 122 0 1 0 1 1 0 1 180 min -0 1 -.016 7 -.032 4. 0 1 1 0 __ 1 0 1 181 M72C 1 max 0 1 .048 7 .001 16 0 1 0 1 0 1 182 min 0 1 0 26 -:017 10 0 1 0 1: 0 1 183 2 max 0 26 .048 7 .001 16 0 1 .027 16 0 26 184 . min -9.718 25 _ _ 0 26 -.017 .10 ___ 0_ .. _ 1 - =.398 10 -1.143 7 185 3 max 19.437 25 0 26 .025 10 0 1 .054 16 0 26 186 min 0 26 =.071 7 -.002 16 0 1 - -.797 10 -2.288 7 187 4 max 9.718 25 0 26 .025 10 0 1 .013 16 0 26 188 min . 0 26 -.071 7 -.002..- 16 0 _ 1 -.199 10 -.572 7 189 5 max 0 1 0 26 .008 10 0 1 0 1 0 1 190 - min 0 1--.024 7 0 16 0 1 0 1 0 1 191 M73C 1 max 0 1 .051 - 7 0 26 -0 1 0 1 0 1 192 min ' 0' 1 0 26 -.039' 10 0 ". 1 0 1 0 1 193 2 max 0 26 .051 7 0 26 0 1 0_ 26 0 26 194 _ - - min. -9.718 25 0 26 -.039 10 _0 1 -.934 10 _ -1:232 _7 195 3 max 83.837 25 54.381 13 130.038 10 1205.194 4 3034.241 16 1816.12 1 196 min 0 26 =54.836 7 -129.669 16 -1203.865 22 ---3228.893 10 -929.409 - 19 197 4 max 74.118 25 54.381 13 1130.038 110 1205.194 4 0 26 1 598.073 125 198 min _ 0 _ 26 -54.836 7 -129s69 16 -1203.665 22 -122.906 25 0 26 199 5 max 0 1 0 13 .031 10 0 1 0 1 0 1 200 min 0 1 -.027. 7 -.007 16 0 1 '0 1 0 1 201 M71 D 1 max 0 1 0 26 0 26 0 1 0 1 0 1 202 min 0 1 -.034 25 -.04 10 0 1 0 1 - `_ 0""' 1 203 2 max 0 26 0 26 0 26 0 1 0 26 .814 25 204 ' min -9.718 25 -.034 25 -.04 10 0 1 -.951 10 0 26 2051 3 max 16.66 1 .051 25 .06 10 0 1 0 26 1.629 25 2061 min -19.437 25 0 126 0 26 0 1 -1.904 10 0 26 207 4 max 9.718 25 .051 25 .06 110 0 1 1 0 26 .407 25 208 min 0 26 0 26 0 126 0 1 -.476 10 0 26 209 5 max 0 1 .017 25 .02 10 0 1 0 1 0 1 210 min 0 - 1 0= 26 0 26 0 1 0 1 0 1. 211 M72D 1 max 0 1 .036 7 0 26 0 1 0 1 0 1 212 min 0 1 0 26 -.044 10' 0 1 0 1' 0 1 213 2 max 0 26 .036 7 0 26 1 0 1 0 26 0 26 214 min -9.718 25 0 _ 26 -.044' 10 0 1 -1.04 10 -.86 7 215 3 max 117.437 25 129.66 13 91.761 10 1167.547 7 2945.494 4 3362.29 1 216 min 0 26 130:166 7 -91.316 16 -1165.259 13 1635.658 22 -2933.068 _ 19 217 q max 107.718 25 129.66 13 91.761 10 1167.547 7 881.756 25 293.643 25 218 min 0 26 -130.166 7 -91.316 16 -1166.259 13 0 2 0 26 219 5 max 0 1 .006 13 .024 10 0 1 0 1 0 1 220 min 0 1 027 7-.009 4 0 1 0 1 0 1. 221 M73D 1 max 0 1 .051 7 0 26 0 1 0 1 0 1 222 _ min 0 1 0 26 -.039. 10 0- 1 0 1 0 1 223 2 max 0 26 .051 7 0 28 0 1 0 26 0 26 224 min -9.718 25 0 26 -.039 10 0 1 -.934 10 1.232 7 225 3 max 117.436 25 129.63 13 91.708 10 1167.998 7 2945.213 4 3360.784 1 226 _ min 0 26 =130.348 7 -91299- 1g -1164.82 13 --1634.325 22 _-2936.494 - .19 12271 17.718 25 129.63 13 91.708 110 1167,99817 1 881.784 251 293.471 25 RISA-3D Version 14.0.1 [T:\... \... \... \... \3C installation [2018]\Indian River Estates - Antenna Mount.r3d] Page 8 Company APX Nov 5, 2018 B E RHSA Job Designer Number 18-0 63 66 Bring Group, LLC CheckedBy:_ r e s N N o L o a e s Model Name Indian River Estates -Antenna Mount Analysis Envelope Member Section Forces (Continued) Member Sec Axialrlbl LC v Shearrlbl LC z Shearrlbl LC Tnrauerl._ LC v-v MnmenfOh-inl LC 7-7 Mnmwntrlh-inl LC 228 min 0 26 -130.348 7 -91299 16 -1164.82 13 0 26 0 26 229 5 max 0 1 .004 13 .022 10 0 1 0 1 0 1 230 min 0 1 -.035 7 -.008 4 0 1 0 1 0 1 231 M74B 1 max 0 1 0 26 0 26 0 1 0 1 0 1 232 min 0 1_ -.055_ 1 -.034 10 0 1 0 1 0 1 233 2 max 0 26 0 26 0 26 0 1 0 26 1.308 1 234 _ min -9.718 25 -.055 1 -.034 10 0 1 -.82 10 0 26 235 3 max 83.836 25 130.157 1 54.698 10 1164.668 19 1802.758 4 2998.471 13 236 min 0 26 -129 612 19 -54.452 16 -1168.151 1 -940.035 22 _-3274.47 7 2371 1 4 max 74.118 25 130.157 1 54.698 110 1164.668 19 579.394 25 0 26 238 min 0 26 -129.612 19 -54.452 16 -1168.151 1 0 26 -192.613 25 239 5 max 0 1 .037 1 .018 10 0 1 0 1 0 1 240 min 0 1 -.004_ 19 -.005 4 0 1_ 0 1 0 1 241 M54B 1 max 3200.517 14 1036.395 8 995.235 16 2929.359 17 22643.922 9 46198.222 8 242 min -3198.856 8 -28.95 26 -994.643 10 -4452.848 11 -22711.931 15 -1719.569 26 243 2 max 3099.697 14 979.334 8 908.799 16 2929.359 17 7306.286 7 26025.299 8 244 min -3098.036 8 -28.95 26 -906.491 10 -4452.848 11 -7318.756 13 -1139.116 26 245 3 max 3099.697 14 951.822 8 907.629 16 2929 359 17 16703.455 4 6620.025 8 246 - min -3098.036 8 -28.95 26 -907.659 10 -4452.848 11 -16664.541 22 -558.663 26 247 4 max 2950.679 14 194.103 4 217.229 6 2406279 17 3995.994 5 6052.567 8 248 min -2950.829 8 -45.695 26 -26.781 24 -2567.392 11 -3994.282 23 -367.03 14 249 5 max 2950.679 14 171.111 4 217.229 6 2406279 17 7728.425 5 3505.591 8 250 min -2950.829 8 -45.695 26 -216.781 24 -2567.392 11 -7723.236 - 23 -2911.474 14 251 M55B 1 max 3212.714 6 1037.106 12 564.06 21 2877.745 21 7528.78 4 46281.005 12 252 . min -3213.443 24 -54.576 26 -563.136 3 -4414.492 3 -7512.66 22 -2365.629 26 253 2 max 3111.894 6 1979.972 12 463.116 21 2877.745 21 7424.035 7 26094,629 12 254 min -3112.623 24 -54.576 26 -462.44 3 -4414.492 3 -7423.523 13 -1271.379 26 255 3 max 3111.894 6 952,421 12 462.774 21 12877.745,21 1 15307.328 8 1 6676.554 12 256 min -3112.623 24 -54.576 26 -462.779 3 -4414.492 3 -15295.547 - 14 -218.928 18 257 4 max 2961.86 6 202.488 8 1207.207 8 2253.613 21 3851.419 8 6291.994 12 258 min -2962451 24 -34.522 26 -207.289 14 -2419.8 3 -3848.667 14 -615.811 18 259 5 max 2961.86 6 179.676 8 206.359 8 2253.613 21 7994.616 8 3888.675 1 260 min -2962.451 24 -34.522 26 -208.135 14 -2419.8 3 -8016.156 14 -3292.414 19 261 M56A 1 max 2721.019 10 1372.564 27 1261.428 1 2257.539 13 32172.563 7 65128.199 27 262 min -2721.319 16 458.52 26 -1262.733 7 -3777.34 7 -32159.923 13 17130.9 22 263 2 max 2620.219 10 1325.572 27 1160.932 1 2257.539 13 7971.854 7 38103.779 27 264 min -2620.519 16 453.458 22 -161.622 7 -3777.34 7 1 -7978.587 113 7728.386 22 265 1 3 max 2620.219 10 1302.58 27 1160.851 1 2257.539 13 15298.302 1 11756.343 27 266 min -2620.519 16 436.957 22 -161.706 7 -3777.34 7 -15318.875 19 -1190.647 22 267 4 max 2493.288 10 414.385 27 48.04 1 1752.974 13 2984.227 1 7960.15 27 268 min -2493.428 16 76.423 17 -47.999 19 -1914.188 7 -2987.603 19 -1377.145 22 269 5 max 2493.288 10 391.393 27 47.973 1 1752.974 13 3946.542 1 4841.468 4 270 min -2493.428 16 57.848 17 -48.069 19 -1914.188 7 -3950.921 19 4228.956 22 271 M30 1 max 129.601 7 98.002 25 91.199 22 0 26 1167.998 19 294 125 272 min -129.601 1 0 26 1 -91.199 4 -882.005 25 -1164.818 1 0 126 273 2 max 129.601 7 98.002 125 91.199 22 1 0 126 1 1167.601 19 220.499 25 274 1 min -129.601 1 0 26 -91.199 4 -882.005 25 -1165.214 1 0 26 275 3 max 129.601 7 98.002 25 91.199 22 0 26 1167.204 19 146.997 25 276 min -129.601 1 0 26 -91.199 4 -882.005 25 -1165.609 1 0 26 277 4 max 129.601 7 98.002 25 91.199 22 0 26 1166.808 19 73.496 25 278 min -129.601 1 0 26 -91.199 4 -882.005 25 -1166.005 1 0 26 279 5 max 129.601 7 98.002 25 91.199 22 0 26 1166.411 19 .017 10 280 min -129.601 1 0 26 -91.199 4 -882.005 25 -1166.401 1 -.018 6 281 M_ 31 1 max 91.198 10 98.001 25 129.6 1 0 1 1166.402 19 881.999 25 282 min -91_201 16 0 26 -129.6 7 0 1 -1166.401 13 0 26 283 2 max 91.198 10 98.001 25 129.6 1 0 1 874.802 19 661.498 25 284 min -91.201 16 0 26 -129.6 7 0 1 -874.801 13 0 26 RISA-3D Version 14.0.1 [T:\... \... \... \... W installation [2018]\Indian River Estates -Antenna Mount.r3d] Page 9 Company APX Engineering Group, LLC . IR HS Designer 18-0163.6 Job Number 18-0163.66 T E C a N o L o c I E s Model Name Indian River Estates -Antenna Mount Analysis Envelope Member Section Forces (Continued) Nov 5, 2018 11:35 AM Checked By:_ Member Sec Axialrlbl LC v Shearrlbl LC z Shearrlbl LC Torauen... LC V-v Momentrlb-inl LC z-z Momentrlb-inl LC 285 3 max 91.198 10 98.001 251 129.6 1 1 0 1 583.202 19 440.996 25 286 min -91.201 16 . 0 26 -129.6 7 0 1 -583.201 13 0 26 287 4 max 91.198 10 98.001 25 129.6 1 0 1 291.603 19 220.495 25 288 1 min -91.201 16 0 26 -129.6 7_ 0 1 -291.601 13 0- 26 289 5 max 91.198 10 98.001 25 129.6 1 0 1 .003 17 .008 10 290 min -91:201 16 0 26 -129.6 7 0 1 -.001 10 -.007 25 291 M34 1 max 129.601 7 97.999 25 91.199 22 0 26 1167.547 7 293.997 25 292 min -129.601 1 0 . 26 -91:2 4 -882.002 25 -1165.26 13 0 26 293 2 max 1129.601 7 97.999 125 91.199 22 1 0 26 1 1167.262 7 1 2.20.498 25 294 min -129.601 1 0 26 -91.2 1 4_ -882.002 25 =1165.545 13 _ 0 126 295 3 max 129.601 7 1 97.999 25 91.199 1221 0 26 1166.976 7 146.999 25 296 min -129s01 1 0 26 -91:2 14 -682.002 25 -1165.83 13 0 26 297 4 max 129.601 7 97.999 25 91.199 22 0 26 1166.691 7 73.5 25 298 min -129.601 1 . 0 26 -91.2 4 -882002 25 -1166.116 13 0 26 299 5 max 129.601 7 97.999 25 91.199 22 0 26 1166.405 7 .008 9 300 min -129.601 1 0 26 -91.2 4 -882.002 25 -1166.401 13 -.007 6 301 M35 1 max 91.202 10 98 25 129.6 13 0 1 1166.402 19 882.002 25 302 min =91.2 . 4 _ 0 26 -129.6 7- 0 1 -1166.4 13 0 26 303 2 max 91.202 10 98 25 129.6 13 0 1 874.802 19 661.501 ' 25 304 min -91.2 4 1 0 126 -129.6 7 0 1 -874.8 13 0 26 305 3 max 91202 10 98 25 129.6 13 0 1 583.202 19 441.001 25 306 min -91.2 4 0 26 -129.6 7 _.0 ` 1 -583.2 13 0. 26 307 4 max 91.202 10 98 25 129.6 13 0 1 291.602 19 220.501 25 308 min -91.2 4 0 26 -129.6. 7 0 1 -291.6 1 0 26 309 5 max 91.202 10 98 25 129.6 13 0 1 .002 19 .003 22 310 min -91.2 4 0 26 -129.6 ` T 0 1 -.001 14 -.001 Ill 311 M40 1 max 54.399 10 0 26 129.6 1 0 1 .002 1 .007 2 312 min =54.4 4 =64.399 25 -129.6 7 0 1 0 5 -.002 23 313 2 max 54.399 10 0 26 129.6 1 0 1 291.603 1 144.903 25 314 min -54.4 4 -64.399 125 -129.6 1 7 0 1 . -291.6 19 0 26 315 3 max 54.399 10 0 26 129.6 1 0 1 583.203 1 289.802 25 316 min -54.4 4 -64.399 25 -129.6 7 0 1 -583.2 7 '0 ' 26 317 4 max 54.399 10 0 26 129.6 1 0 1 874.803 1 434.701 25 318 min -54.4 4 -64.399 25 -129.6 7 -. 0 _ 1 -874.8 7 0 26 319 5 max 54.399 10 0 26 129.6 1 0 1 1166.403 1 579.6 25 320 min -54.4 4' -64.399 25 -129.6 7 - 0 1 -1166.4 7 0 26 321 M41 1 max 129.601 1 0-' 26 54.4 4 579,605 25 1166.404 13 .01 3 322 min -129.601 7 -64.395 25 -54.399 22 0 26 -1166.401 7 -.009 4 323 2 max 129.601 1 0 26 54.4 4 579.605 25 1166.841 13 48.294 25 324 min -129.601 7 -64.395 25 -54.399 22 0 _ - 26 -1165.968 7 0 26 325 3 max 129.601 1 0 26 54.4 4 579.605 25 1167.278 13 96.59 25 326 min -129.601 7 -64.395 25 -54.399 22 0' 26 -1165.535 7 0 - 26 327 4 max 129.601 1 0 26 54.4 4 579.605 25 1167.716 13 144.887 25 328 min -129.601 7 =64.395 25 -54.399 22 0 26 -1165.102 7 0 26 3291 5 max 129.601 1 0 26 54.4 4 579.605 25 1168.153 13 193.183 25 330 _- min -129.601 7 -64,395 25 -54,399 22 0 - 26 -1164-669 0 26 331 M46 1 max 120.015 15 98.002 25 100.809 6 .001 26 1030.755 294.004 25 332 min -120.021 9 004 26 -100.826 24 -882.005 25 -1029.828 .009 26 333 2 max 120.015 15 98.002 25 100.809 6 .001 26 1043.162 [21 220.503 25 334 min -120.021 9 .004 26 -100.826 24 -882-005 25 -1042.393 006 26 335 3 max 120.015 15 98.002 25 100.809 6 .001 26 1055.57 147.001 25 336 _ min -120.021 9 .004 26 -100.826 24 -882.005 25 _-1054:958 337 4 max 120.015 15 98.002 25 100.809 6 .001 26 1067.978 338 min -120.021 9 .004 26 -100.826 24 -882.005 25 -1067.524 339 5 max 120.015 15 98.002 25 100.809 6 .001 26 1080.386 340 min -120.021 004 26 -1oo:azs 24 -as2.aos 25 1080.09 341 M47 1 max 100.816 6 98 25 120.01 9 .002 25 1080.349 RISA-31) Version 14.0.1 [T:\... \... \... \... W installation [2018]\Indian River Estates - Antenna Mount.r3d] Page 10 Company APX Engineering Group, LLC Nov 5, 2018 N ROS Designer M. 18-0163.6 Checked By:_ Job Number 18-0163.66 Checked By:_ T E c a N O L o a I E S Model Name Indian River Estates -Antenna Mount Analysis Envelope Member Section Forces (Continued) Member Sec Axialllbl LC v Shearllbl LC z Shearrlbl LC Trimuefl__ LC v-v Momentrlb-inl LC z-z Momentrlb-inl LC 342 min -100.818 24 0 26 -120.039 3 -.004 5 -1080.087 9 -.002 26 343 2 max 100.816 6 98 25 120.01 9 .002 25 810.261 15 661.498 25 344 min -100.818 24 0 26 -120.039 3 -.004 5 -810.064 9 0 26 345 3 max 100.816 6 98 25 120.01 9 .002 25 540.174 15 440.997 25 346 _. min -100.818 24 0 26 -120.039 3 -.004 5 -540.042 9 0 26 347 4 max 100.816 6 98 25 120.01 9 .002 25 270.087 15 220.497 25 348 min -100.818 24 0 26 -120.039 3 -.004 5 -270.019 9 .002 26 349 5 max 100.816 6 98 25 120.01 9 .002 25 .009 14 .006 19 350 min -100.818 241 0 26 -120.039 3 -.004 5 -.015 5 -.01 5 351 M50 1 max 120.014 15 1 98 25 1100.8081 6 .001 1261 1030.769 15 294.001 25 352 min -120.026 9 1 0 26 -100.828 24 -881.997 25 -1029.829 21 0 26 353 2 max 120.014 15 98 25 100.808 6 .001 26 1043.168 3 220.501 25 354 min -120.026 9_ 0 26 -100.828 24 -881.997 25 -1042.392 21 0 26 355 3 max 120.014 15 98 25 100.808 6 .001 26 1055.567 3 147.002 25 356 min -120.026 9 0 26 -100.828 24 -881.997 25 -1054.956 9 0 26 357 4 max 120.014 15 98 25 100.808 6 .001 26 1067.967 3 73.502 25 358 min -120.026 9 0 26 -100.828 24 -881.997 25 -1067.52 9 -.001 26 359 5 max 120.014 15 98 125 100.808 6 1 .001 26 1080.366 3 1 .014 14 3601 min -120.026 9 0 26 -100.828 24 -881.997 25 -1080.084 9 -.005 1 361 M51 1 max 100.818 6 98 25 120.01 21KQ002 14 1080.357 15 881.999 25 362 min -100.816 24 0 26 -120.04 1527 -1080.086 9 -.001 26 363 2 max 100.818 6 98 25 120.01 2114 810.268 15 661.4 99 25 364 min -100.816 24 0 26 -120.04 1527 -810.065 9 -.001 26 365 3 max 100.818 6 98 25 120.01 2114 540.18 3 440.999 25 366 min -100.816 24 0 26 -120.04 1527 -540.045 9 -.001 26 367 4 max 100.818 6 98 25 120.01 2114 270.092 3 220.499 25 368 min -100.816 24 0 26 -120.04 1527 -270.024 9 -.001 26 369 5 max 100.818 6 98 25 120.01 21 14 .026 6 .006 27 370 min -100.816 24 0 26 -120.04 15 -.002 27 1 -.015 17 =.002 20 371 M56 1 max 79.69 17 0 26 112.064 10 .002 8 .001 7 .005 8 372 min -79.689 23 -64.4 25 -112-411 4 -.002 5 -.004 22 0 2 373 2 max 79.69 17 0 26 112.064 10 .002 8 252.143 10 144.9 25 374 min -79.689 23 -64.4 25 -112.411 4 -.002 5 -252.924 4 0 26 375 3 max 79.69 17 0 26 112.064 10 .002 8 504.286 10 289.801 25 376 min -79.689 23 -64.4 25 -112.411 4 -.002 5 -505.85 4 0 26 377 4 max 79.69 17 0 26 112.064 10 .002 8 756.43 10 434.701 25 378 min -79.689 23 -64.4 25 -112.411 4 -.002 5 -758.775 4 0 26 379 5 max 79.69 17 0 26 112.064 10 .002 8 1 1008.573 10 579.602 25 380 min -79.689 23 -64.4 25 -112.411 4 -.002 5 -1011.7 4 0 26 381 M57 1 max 112.244 10 0 26 .79.963 11 579.612 25 1008.564 22 .008 5 382 min -112.239 16 -64.399 25 -79.417 5 0 26 -1011.697 4 -.014 19 383 2 max 112.244 10 0 26 79.963 11 579.612 25 1057.392 10 48.293 125 384 min -112.239 16 -64.399 25 -79.417 5 10 26 -1060.072 4 0 26 385 3 max 112.244 10 0 26 79.963 11 579.612 25 1106.223 10 96.592 25 386 min -112.239 16 -64.399 25 -79.417 5 0 26 -1108.447 4 0 26 387 4 max 112.244 10 0 26 1 79.963 Ill 579.612 25 1155.054 10 144.891 25 388 min -112.239 16 -64.399 25' -79.417 5 0 26 1 -1156.822 4 0 26 389 5 max 112.244 10 0 26 79.963 11 579.612 25 1203.885 10 193.19 25 390 min -112239 16 -64.399 25 -79.417 5 0 26 -1205.196 4 0 26 391 M62 1 max 120.016 11 97.996 25 100.762 2 0 26 1203.833 10 293.997 25 392 min -120.03 17 0 26 -100.875 8 -882.001 25 -1205.246 16 0 26 393 2 max 120.016 11 97.996 25 100.762 2 0 26 1154.99 22 220.5 25 394 1 min 1 -120.03 171 0 26 -100.875 8 -882.001 25 -1156.887 16 0 26 395 3 maz 120.016 11 97.996 25 100.762 2 0 26 1106.148 22 2 147.003 25 396 min -120.03 17 0 26 -100.875 g -882.001 25 -1108.529 0 26 397 4 max 120.016 11 97.996 25 100.762 2 0 26 1092.644 Ill 73.507 25 398 min -120.03 17 0 26 -100.875 8 -882-001 25 -1092.802 17 0 26 RISA-3D Version 14.0.1 [T:\... \... \...\... \3C installation [2018]\Indian River Estates - Antenna Mount.r3d] Page 11 Company APX Engineering Group, LLC Nov 5, 2018 MROS Designer M. 18-0163.6 Checked By:_ Job Number 18-0163.66 Checked By:_ T e c X M n L Y U 1 e 5 Model Name Indian River Estates -Antenna Mount Analysis Envelope Member Section Forces (Continued) Member Sec Axiairlbl LCvShearfIbILCzShearrlblLC Tor ue I... LC - Moment Ib-in LC z-z Moment Ib-in LC 399 5 max 1120.016111197.996 25 100.762 2 0 261 1080.04 11 .023 6 400 min -120.03 17 0 26 -100.875 8 -882.001 25 _ -1080.447 17 -.01 24 401 M63 1 max 100.819 14 98 25 120.05 17 .001 4 1080.011 23 882.001 25 402 min -100.818 20 0 26 -120.001 23 -.002 12' -1080.448 5 0 26 403 2 max 100.819 14 98 25 120.05 17 .001 4 810.009 23 661.5 25 404 min -100.818 20 _ 0 26 -120.001 23 -.002 12 -810.337 5 - 0 26 405 3 max 100.819 14 98 25 120.05 17 .001 4 540.006 23 441 25 406 min -100.818 20 0 26 -120:001 23 -002 12 _-540.227_ _ 5_ 0 26 407 4 max 100.819 14 98 25 120.05 17 .001 4 270.006 11 220.5 25 408 min -100.818 20 0 26 120.001 23 -.002 - 12 _--270:116 5 0 26 409 5 max 100.819 14 98 25 120.05 17 .001 4 .01 10 .011 11 410 min -100-818 20 0 26 -120.01 23 -.002 12 -.01 22 -:004 10 411 M66 1 max 120.03 23 97.997 25 100.78 14 0 26 1203.993 10 293.996 25 412 _ min -120.023 17 0 _ 26 -100.849 _8 -881.997 25 =1205.07 16 0 26 413 2 max 120.03 23 97.997 25 100.78 14 0 26 1155.21 10 220.498 25 414 min -120.023 17 0 26 -100.849 8 -881.997 25 -1156.656 16 _ 0 26 415 3 max 120.03 23 97.997 25 100.78 14 0 26 1106.427 10 147.001 25 416 min7120.023 17 0 26 °100.849 8 -881.997 25' -1108.245 4 0 -- -[25 417 4 max 120.03 23 97.997 25 100.78 14 0 26 1092.62 11 73.503 418 min -120.023 17 0 26 -100.849 8' -881.997 25 =1092.801 '5 _ 0 419 5 max 120.03 23 97.997 25 100.78 14 0 26 1080.007 11 .009 420 min -120.023 17 0 26' -100.849 8 -881.997, 25 '-1080.451 5- -.014 _ 421 M67 1 max 100.82 2 98 25 120.049 17 0 23 1080.011 23 882 422 _ ._ min -1oosla ,8 0._ 26 -1zo.002 23 0 6 -1080.438 17 0 423 2 max 100.82 2 98 25 120.049 17 0 23 810.008 11 661.5 424 min -100.818 8 0- _ 26 -120.002 23 0 6 -810.329 5 0 _ 425 3 max 100.82 2 98 25 120.049 171 0 23 540.007 11 1 441 125 426 min -100.818 8 0 26 -120.002 23 `_ 0 6 -540.221 5 0 _ - _ 26 427 4 max 100.82 1 2 98 25 120.049 17 0 23 270.005 11 220.5 25 428 min -100.818 8 0 26 -120.002 23 0 16 1 -270.113 5 0 26 429 5 max 100.82 2 98 25 120.049 17 0 23 .009 24 .006 12 430 - min -100:818 8 0 26 -120.002 23 0 6 -' -.01'- -- _ 13 -.002 8' 431 M72 1 max 79.686 15 0 26 112.357 4 .002 27 .003 5 .003 27 432 min -79.689 21 -64:4 25' -112.117 10 =:002 5_ -.004 3 -.005 8 433 2 max 79.686 15 0 26 112.357 4 .002 27 252.804 16 144.9 25 434 min -79:689 21 -64.4 _ 25 -112.117 10 -.002 5 -252.263 10 .001 26 435 3 max 79.686 15 0 26 112.357 4 .002 27 505.607 16 289.8 25 4361 min =79.689 21 -64.4 25 -112A17 10 -.002 5 -504.526 10 0 26 437 4 max 79.686 15 0 26 112.357 4 .002 127 1 758.41 4 434.699 25 438 min -79.689 21 -64.4. 25 -112A 17 10 -.002 5 -756.789 10 0 26 439 5 max 79.686 15 0 26 112.357 4 .002 27 1011.213 4 579.599 25 440 min 479.689 21 -64.4 25 -112.117 10 =.002 '5 -1009.052 10 _ 0- _ _ 26 441 M73 1 max 112.219 16 .007 26 79.835 9 579.603 25 1011.22 4 .013 6 442 min -112.239 10 -64.407 25 -79.535 3 0 26 -1009.05 22 -.004 1 443 2 max 112219 16 .007 26 79.835 9 579.603 25 973.539 5 1 48.305 25 444 min 112.239. 10 =64.407 25 -79.535 L 0 - 26 _ :-972.443 - 23 - 005 26 445 3 max 112.219 16 .007 26 79.835 1 9 579.603 25 949.23 5 96.611 25 446 min -112239 10 -64.407 25 -79.535 3 0 26 1 -947.889 23 _ 1 0 26 447 -4F max 112.219 16 .007 26 79.835 9 579.603 25 9w 5 144.916 25 448' _ min -112.239 10 -64.407. 25 -79.535 3 0 26 923 _.-_ -.006 26 449 5 max 112.219 16 .007 26 79.835 9 579.603 25 95 193.221 25 450 min -112.239 10 -64407 25 79:535 3 _ 0 26 -823 . -.011 126 RISA-3D Version 14.0.1 [T:\... \... \... \... \3C installation [2018]\Indian River Estates -Antenna Mount.r3d] Page 12 IIB ���� Job INn ber 180 6113 66 Bring Group, LLC Checked By: r e e x N u i o o i e s Model Name Indian River Estates -Antenna Mount Analysis Envelope Joint Reactions Joint x rlhl LC Y nhl LC 7 rlhl LC mx rlb-inl LC MY rib-inl LC MZ rib-inl LC 1 N115 max 1262.9111 7 11372.564 27 2721.019 10 -17130.9 22 32172.563 7 2257.539 13 2 min -1261.254 1 _458.52 26 =2721.319 16 -66128.199 "27 -32159.923 13 -3777.34 7. 3 N99 max 2801.66 6 1040.743 12 1576.004 24 23747.689 11 7528.78 4 40318.348 12 4 min -2800.658 24 -54:576 26 --1572.81 6 -1609.245 26 -7512.66 22 -1802.494 26 5 N107 max 2477.608 8 1040.009 8 2200.694 9 24838.886 9 22643.922 9 1067.841 26 6' min -2481.717 14 -28.95 26 -2197.137 15 -1589.581 26 -22711.931 15--39575.26 - 8 7 Totals: max 6310.143 7 3089.796 25 5460.561 10 8 min -6310.129 13 374.994 26 -5460.518 -16 RISA-3D Version 14.0.1 [T:\...\ ..\...\...W installation [2018]\Indian River Estates - Antenna Mount.r3d] Page 13 Standoff Connection Check In Accordance With AISC LRFD 14th Edition AT$ APX Engineering Group, LLC Indian River Estates [FA# 10126629], 18-0163.6 3400 Lakeside Drive. #525. Miramar. FL 33027 M. Phillips, November 201 Loads and Dimensions Reactions (Factored) Rx= .3,300 Ibs Ry= '1;500 Ibs Rz = 1.,600 Ibs Mx =F500 lb -in My = 33;000 j lb -in Mz= Lq5,400 lb -in Connection Dimensions dt = 7.0 in dz=LtQjin Maximum Bolt Shear Base Plate (Max Member Tension, x-axis) (Max Member Shear, y-axis) d2 = (Max Member Shear, z-axis) (Max Member Torque, x-axis) (Max Member Bending, y-axis) (Max Member Bending, z-axis) 4 Bolts (Horizontal Bolt Separation) (Vertical Bolt Separation) Vu = + [ Mx (Ry/4) + (Rz/4) / dt +dz 2 J V = 758 Ibs per bolt Maximum Bolt Tension T. = (Rx/4) + (MVd,/2) + (Mz/d2/2) T = 7,854 Ibs per bolt Bolt Capacity ASTM A325-N, 5/8" 0 apx FNGIN6C:21N0 GROUP 1 of 1 d1=7in Member Local Axes Rz �Tn = 20,709 Ibs (Bolt Design Tensile Strength, AISC Eq. J3-1) 1 ¢V = 12,425 Ibs (Bolt Design Shear Strength, AISC Eq. J3-1) Rx f, = 2,469 psi (Bolt Required Shear Stress, AISC J3.7) Fet = 1.3Fat - (F t/�F, jf, > F,t = 90, 000 pSl (Modified Nominal Tensile Stress, AISC Eq. J3-3a) = 111,512 psi (Thus, Fnt Governs) �R = 20,709 0 (Bolt Available Tensile Strength, AISC Eq. J3-2) Te :.�R, OK Mz Ry 37.9% Stressed in Tension, 6.1% Stressedin Shear, 37.9% Stressed Combined