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49 Z% 49 Inspection Date: October 9, 2019 ECA'Al NiEFD &I. 13Y a Saint Lucie County tucie Planning & Development Services ry E N G IN E E R ING G R 0 UP Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Subject: Special Inspection Report I of I (Final) [6C/4T4R/BWE] Permit: SLC 1901-0066 AT&T Site: RIVERPARK (FA# 10016792) Site Address: 1480 Dyer Road, Port Saint Lucie, FIL 34952 Orp"?. 0 APX Project: 18-0163.22 permittit? P#ls St. 4 .9 4) ocie epaq, Dear Building Official: APX Engineering Group, LLC (APX) performed a review of construction and close-out documentation of the AT&T telecommunication facility located at the above -referenced site. The purpose of these observations was to inspect the following in accordance with the Florida Building Code, 6th Edition (2017) and the National Electric Code (NEC), 2014 Edition: 1 . Removal of three existing Remote Radio Units (RRUs). 2. Installation of nine proposed RRUs. 3. Installation of proposed power cables. 4. Installation of proposed fiber cables. 5. Installation of proposed grounding system. The installation of the above -mentioned items was visually inspected and compared with the approved construction drawings by APX Engineering -Group, LLC dated September 11, 2018. Based on these observations and to the best of my knowledge and belief, the above -described construction of all structural load -bearing components complies with the permitted documents. Should you have any questions or wish to discuss any aspect of this letter, please do not hesitate to contact the undersigned. Sincerely, APX Engineering Group, LLC Giovanni Hall, E.I. Engineering Intern Eliezer Diaz, P.E. Senior Engineer Florida License #85219 fill I - I " I - 1110W 711 Inspection Date: October 9, 2019 Saint Lucie County Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 LCM 0 � 11:11:11AK 0 ILCM&CMANKIM i MFE 0119 0 Subject: Special Inspection Report I of 1 (Final) [6C/4T4R/BWE] Permit: SLC 1901-0066 AT&T Site: RIVERPARK (FA# 10016792) Site Address: 1480 Dyer Road, Port Saint Lucie, FIL 34952 APX Project: 18-0163.22 Dear Building Official: 4ucle epa coa�g eof APX Engineering Group, LLC (APX) performed a review of construction and close-out documentation of the AT&T telecommunication facility located at the above -referenced site. The purpose of these observations was to inspect the following in accordance with the Florida Building Code, 6th Edition (2017) and the National Electric Code (NEC), 2014 Edition: I . Removal of three existing Remote Radio Units (RRUs). 2. Installation of nine proposed RRUs. 3. Installation of proposed power cables. 4. Installation of proposed fiber cables. 5. Installation of proposed grounding system. The installation of the above -mentioned items was visually inspected and compared with the approved construction drawings by APX Engineering Group, LLC dated September 11, 2018. Based on these observations and to the best of my knowledge and belief, the above -described construction of all structural load -bearing components complies with the permitted documents. Should you have any questions or wish to discuss any aspect of this letter, please do not hesitate to contact the undersigned. Sincerely, APX Engineering Group, LLC Giovanni Hall, E.I. Eliezer Diaz, P.E. Engineering Intern Senior Engineer Florida License #85219 ,Q% E IV No 8 1Z OR % % . �-4rllll AL 0 at&t April 27, 2018 RECEIVED Dennis Demarco JAN 0 4'2019 MasTec Network Solutions, LLC Permitting Department 6100 Broken Sound Parkway, Suite 6 St. 1.410 county Boca Raton, FL 33487 [901-060,6 A Subject: Structural Analysis - Antenna Mount Carrier Designation: AT&T: RIVERPARK [FA# 10016792] a E N G IN E E RI N G G R 0 UP APX Project: 18-0163.22 Site Information: 1480 Dyer Road Port Saint Lucie, Saint Lucie County, FIL 34952 Latitude 27.324510* N, Longitude 80.311232* W Existing Antenna Mount (Worst Case) Dear Mr. Demarco: 01.1 00 APX Engineering Group, LLC (APX) is pleased to submit this Structural Analysis to determine whether the subject worst-Gase existing 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 161 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. Existing Members: Pass at 48.1 %, Existing Connections: Pass at 40.4% 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 AT&T and MNS. Theinformation, 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 tyrth@r�assistance, please do not hesitate to contact us. �V--L A. Sincerely, APX Engineering Group, LLC Eliezer Diaz, E.I. Michael A. Phillips, P.E. Project Engineer Chief Engineer Florida License #68312 f1111111 AT&T: RIVERPARK [FA# 10016792] Structural Analysis Report Table 1: Anaivsis Criteria Criterion Building Code Description 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 11 Ultimate Wind Speed 161 mph, 3-Second Gust (FBC Figure 1609.3(l)) Nominal Wind Speed 125 mph, 3-Second Gust (FBC 1609.3.1 for use with TIA-222-G) Exposure Category C Structure Class 11 (1 = 1.0) Topo. Category I Crest Height Zero Feet Structure Type Mount Table 2: Suonortinor Information April 2, 2018 TARP Mount Technical Directive — R6 AT&T December 18, 2017 Radio Frequency Data Sheet (RFDS) AT&T Various Miscellaneous Information AT&T/MNS Analysis Assumptions and Limitations I . 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 proposed equipment. 2. Replace any rusted/corroded hardware with new galvanized hardware. APX Engineering Group, LLC Wind Load - Appuftenance In Accordance With The TIA-222-G Standard APX Engineering Group, LLC 3400 Lakeside Drive, #525, Miramar, FL 33027 AT&T RIVERPARK (FA# 100167.2,), 8-0163.,2a E.Diaz, April 2018 A � ENGLNEERING GROUP Design Parameters Wind Speed, VUsd = 125 mph (TIA 2.6.1 and Annex B) Exposure = C (TIA 2.6.6) Structure Class = 11 (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 R I (ft) (ft) R Page 1 of 1 I = 1.0 (TIA Table 2-3) 0. 85 (TlA Table 2-4) Gh = 1.00 (TIA 2.6.9) Ke = 1.0 (TzA Table 2-4) f = N/A (TiA Table 2-5) 4 = 900 (TIA Table 2-4) Kt = N/A (TIA Table 2-5) a = 2.72 (Nat. Log Base) a = 9.5 (TIA Table 2-4) Kh = N/A (TIA 2.6.6.4) K, = ZIL (TIA 24 9.2) C, = ZI (Force Coefficient, TIA Table 2-8) Skew 1, 01 = 00 (TIA Figure 2-4) q. = 0.00256K.K.&V21 (Velocity Pressure, TIA 2.6.9.6) Skew 2, 82 = (irlA Figure 2-4) F = qzGh(EPA)A (TIA 2-6-9-2) Round K. K. I Kzt I Kd (qz CU FFI.M FSide Skew of 01 Skew of 02 Wt. ro ? pstl FC'nt I Side (Ibs) [lbs) FF,ntj Fsid. FFront FSIde (Ibs) Andrew SBNHH-ID85B Panel 190 190 190 190 190 190 6.08 0.99 0.591 N 1.0 1.0 1.0 1.0 u 1.0 1.45 1.0 10.95 55.1 1.3611.51 452 299 452 299 452 299 42.1 54.0 50.6 46.0 53.0 20.0 Ericsson RRUS-11 (Side) Fiadio 1.42 0.77 1.48 --- N 1.45 1.0 0.95 55.1 1.2011.20 72 139 72 139 72 139 Ericsson RRUS-32 (Side) Radio 2.27 0.58 1.01 N 'F45 1.0 0.95 55.1 1.26 1.20 92 151 92 151 92 151 Ericsson RRU 4415 B25 (Side) Radio 1.25 0.45 1.1 N 1.45 1.0 0.95 55.1 1.21 1.20 38 91 38 91 38 90.9 Ericsson RRIJ 4426 B66 (Side) Radio 2.27 0.58 1.01 N 45 1.0 0.95 55.1 1.26 1.20 92 151 92 151 92 151 Raycap DC6-4MO-18-BF squid OVP 2 0.92 0.92 Y f.-45 1.0 0.95 55.1 0.70 0.70 71 71 71 71 71 70.7 Mount Type (z ft) (EPA)N (f) (EPA)T 00 (EPA)A (ft2) K� Kt Kd qz (Pso Ka - FF.m (lbs) FsIde Qbs) FF.ffl (pit) Fside (PIO - 12'V-Frame (round) Frame 190 15.35 14 1.45 1.0 0.95 55.1 1.0 - 846 771 35.2 38.6 - Dish Type (.z) D A CA CS CM Kz Ka Kd q. (Pso - - - - FAm (lbs) Fsm Qbs) Mm I (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 Y z x Envelope Only Solution APX Engineerin E.Diaz 18-0163.22 RIVERPARK -Antenna Mount Analysis 3D RENDERED VIEW SK - 1 Apr 27, 2018 at 2:20 PM RIVERPARK -Antenna Mount A Y A z x Envelope Only Soluflon APX Engineering Group, ... SK-2 E.Diaz RIVERIPARK - Antenna Mount Analysis Apr 27, 2018 at 2:22 PM 18-0163.22 JOINT NUMBERS RIVERPARK - Antenna Mount Am Envelope Only Solubon APX Engineedng Group, SK-3 E.Diaz RIVERPARK -Antenna Mount Analysis Apr 27, 2018 at 2:22 PM 18-0163.22 MEMBER NUMBERS RIVERPARK - Antenna Mount Ana... Envelope Only Solution APX Engineerin E.Diaz 18-0163.22 RIVERPARK - Antenna Mount Analysis MEMBER SIZES SK-4 Apr 27, 2018 at 2:22 PM RIVERPARK - Antenna Mount Aj Y A z x Member Length (ft) Displayed Envelope Only Solution APX Engineering Gi E.Diaz 18-0163.22 RIVERPARK - Antenna Mount Analysis MEMBER LENGTHS SK-5 Apr 27, 2018 at 2:23 PM RNERIPARK - Antenna Mount A �531b ,42.11b 4 -50.61b Loads: BLC 1, Dead Load Envelope Only Solution APX Engineering Group, SK-6 E.Diaz RIVERPARK - Antenna Mount Analysis Apr 27, 2018 at 2:23 PM 18-0163.22 DL RIVERPARK -Antenna Mount Ana Y -2501b Loads: BLC 2. Live Load Envelope Only Solubon APX Engineeiring Group, SK-7 E.Diaz RIVERPARK - Antenna Mount Analysis Apr 27, 2018 at 2:23 PM 18-0163.22 LL RIVERIPARK -Antenna Mount Ana Y A z x Loads: BLC 3, Wind Front Envelope Only Solution APX Engineering E.Dlaz 18-0163.22 RIVERPARK - Antenna Mount Analysis WIND AT FRONT SK-8 Apr 27, 2018 at 2:23 PM RIVERPARK - Antenna Mount A Y A z x Loads: BLC 4, Wind Side Envelope Only Soluflon APX Engineering E.Dlaz 18-0163.22 RIVERPARK - Antenna Mount Analysis WIND AT SIDE SK-9 Apr 27, 2018 at 2:23 PIVI RIVERPARK -Antenna Mount A .23 .46 7,9 A2 Member Code Checks Displayed (Enveloped) Envelope Only Solution APX Engineering Group, SK- 10 E.Diaz RIVERPARK - Antenna Mount Analysis Apr 27, 2018 at 2:23 PM 18-0163.22 UNITY CHECK RIVERPARK - Antenna Mount Ana Shear Check Y (am [[Ngc 'Cal .'o 90 x .00 .06 .05 C? Member Shear Checks Displayed (Enveloped) Envelope Only Soluton APX Engineering Group, SK - 11 E.Diaz RIVERPARK -Antenna Mount Analysis Apr 27, 2018 at 2:24 PM 18-0163.22 SHEAR CHECK RIVERPARK - Antenna, Mount Ana... _J Company APX Engineering Group, LLC Apr27,2018 Designer E.Dlaz 2:24 PM 11HRISAJob Number 18-0163.22 Checked By: M. Phillips TECH N 0 LO.OJES ModelName RIVERPARK -Antenna Mount Analysis (Global) Model Settings Display Sections for Member Calcs 5 Max Internal Sections for'Member CaIcs 97 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btvn Intersecting Wood Wall? Yes Area Load Mesh (in'12) 144 Menge Tolerance4in) .12 P-Delta Analysis Tolerance 0.50% lnclude'P-Delta for WallsT Yes Automatically Iterate Stiffness for Walls? No Max Iterations for Wall Stiffness ,3 Gravity Acceleration (fVseO2) 32.2 Wall Mesh Size (in) 12 Eiciensolution Convergence Tol. (1.E-) 4 Vertical AAs Y Orientation Plane xz i I.GlobaLM�rnber tatic Solver 1 Si)arse Accelerated Dynamic Solver I Accelerated Solver Hot Rolled Steel Code AISC 14th(360-10): LRFD Admust Stiffness? Yes(Iterative) RISAConnection Code None Cold Formed Steel Code None Wood Code None Wood Tefterature < 10OF Concrete Code None Masonry Code �None Aluminurn Code 1 None - Building Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parma Betafactor (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 Rebar Set REBAR SET ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 RISA-3D Version 14.0.1 [T:\ ... \ ... \ ... \ ... \ ... \RIVERPARK -Antenna Mount Analysis.r3d] Page 1 Company APX Engineering Group, LLC Apr27,2018 Designer 11ORKSAJob E.Diaz 2:24 PM Number 18-0163.22 Checked By: M. Phillips N 0 L Model Name RIVERPARK -Antenna Mount Analysis (Global) Model Settings, Continued Seismic Code ASCE 7-10 Seismic Base Elevation (ft) Not Entered Add Base Weight? No Ctx ;035 Ctz .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 SD1 1 SDS 1 S1 1 TL (sec) Not Entered Risk Cat 11 or 11 Orn Z Orn X Rho Z Rho X Envelope AISC 14th(360-10): LRFD Steel Code Checks RA.�H.� qh.�. r.M. rh.,k i �,r I P. qh..� r.h.,v i �,r ni,i r�h;-P� nhi-Pnt �hi*RA� �WRA� r.h P�� 1 M15 PIPE 2.0 .481 0 4 .124 0- 127124604 ... 3213OJ22459.5122459., 3.. 1-11-11ol 2 M16 PIPE 2.0 .458 0 10 .062 0 3 3 24'04 24604 ... 32130 22459.5 22459.5 1. 111-1 b 3 M17 PIPE 2.0 .453 0 10 .097 0 2724604 2724604 ... 32130 22459.522459.52.. H1-1b 4 M19 PIPE10 .421 0 4 .046 .246 4 4 24604 ... 24604 32130 22459.5 22459.5 3.. 111-1 b 5 MI PIPE 2.5 .380 2.344 3 .075 10-1. 4 4 14558 ... 1 4558 50715 43155 43156 3.. H1-1b 6 M2 PIPE 2.5 .269 10.0.. 11 .097 2.344 21 1 4558 14558 ... E24 50715 43155 43155 3., H1-1b 7 M33 PIPE 2.0 .230 7.031 9 .003 1.562 2 6 266296.4.. 6 95 32130 22459.5 22459.5 T. H1-1a '8 HSS3x3x4, .204 1 4 .088 .5 y 2 7 2710022 1 0022 ... 101016 102672 102672 1.. 1-11-1b 9 _M21 M22 HSS3x3x4 .191 1 1 10 .082 0 27 1 0022 ... 101016 102672 102672 1.. H1-1b 10 M32 PIPE-2.0 .185 1.562 5 .00 1.562, _y_2710022 �,25 25 6295 4. 6295A. 32130122459.5 3 1 0 22459.511..Hl-lb*l 11 M29 SIR 5/8 .145 0 10 .025 5.382 1 0 10 960.358 9401 9940.1.. 1242.5.. 1242.5.. 2.. H 1 -1 b 12 M26 PIPE 2.5 .140' 5 9 .125 5 1030038... 10 5071 5 50715 43155 43155 4.. H1-_1b 13 M31 SIR 5/8 .134 0 3 .026 5.382 4 960.358 9940.1.. 1242.5.. 1242.5.. 2.. -11 -1 b- 14 M23 :PIPE 215 .131 5 5 .123 5 30038. K23 1 715 43155 43155 4.. HI -lb 15 M25 PIPE_2*5 .119 4 1 .039 2.5 -4 7 30038... 50715 43155 43155 1.. 1-11-1b 16 M28 SR 5/8 .100, 0 27 :023 0 2]7 3090.2.. 9940.1., 1242.5.. 1242.5.. 2.: 11 -1 V 17 M30 SR 5/8 .095 0 2 .024 0 27 3090.2... 9940.1.. 1242.5.. 1242.5.. 2.. 11 -1 V M24 PIPE 2.5' .088 9 .111 5.5 4 30038.:. 50715 43155 43155 2.. HI -lb 19 LO PIPE 2.0 .082 3 27 .132 1 0 1 127 ... 132130 2 5 .51 5 .51 �O V271,1180, M18 M1 PIPE 2.0 .079 27, .040 .0 111128843 ... 32130 22459.5 22459.5 2.. HI 1b 21 M 0 M20 PIPE-2.0 .055 0 12 .038 1 0 13128843 ... Mj59g55jL2345s._5 22 M50 M50 PIPE 2 21 11 132130 43 4 '4� Load Combinations RISA-31D Version 14.0.1 [T:\ ... \ ... \ ... \ ... \ ... \RIVERPARK - Antenna Mount Analysis.r3d] Page 2 Company APX Engineering Group, LLC Apr27,2018 INIRRSAJob Desi . gner E.Dlaz 2:24 PM Number 18-0163.22 Checked By: M. Phillips TEC HMO LO Q IES ModeIName RIVERPARK -Antenna Mount Analysis Load Combinations (Continued) n .... ;nflnn Q 0 Q M V. n P. n P. n P. Q P. P P. Q P. R P. R P. R P. 0�91]il_ + 1.6WL �300 deq� 0.9DL + 1.6WL (330-deq) IM-Mvem 10111 111111RIIIII F Joint Loads and Enforced Disjolacements (BLC 1 : Dead Load) Wnt I h.1 i nNA nir.,finn M.nnif ... I�Ttlhih_ln) linr.,fl tih'�A 1 SQUID L Y -20 2 ANT1 L Y -42.1 3 ANT3 L Y -42.1 4 ANT4 L Y -42.1 5 RRUS32 L Y -50.6 6 RRUS11 L Y -54 7 RRUSB25 L Y -46 8 RRUSB66 L Y -53 Joint Loads and Enforced Displacements (BLC 2: Live Load) Joint Label L.D�M Direction Magnitudef(lb,l -in, I i I N1 I I Y I V,(in,rad).(Ib*s4 Joint Loads and Enforced Displacements (BLC 3 - Wind Front) Ininf I �h.i I M AA ni'—finn A)Ionnih Aafflh lh_;n� fin rnen (1h*eA P2:::F SQUID i L x 71 ANT1 I L I x 1 3 1 ANT3 I L x 1 452 1 4 1 ANT4 I L x I RISA-3D Version 14.0.1 [T:\ ... ... \RIVERPARK - Antenna Mount Analysis.r3d] Page 3 6ROSACompany APX Engineering Group, LLC Apr27,2018 Designer E.Diaz 2:24 PM Job Number 18-0163.22 Checked By: M. Phillips TECH N OLD DIES ModeIName RIVERPARK - Antenna Mount Analysis Joint Loads and Enforced Disniacements (BLC 3: Wind Front) (Continued) Anf I K.1 I M RA I Ih-inl A. �rfi tih-�A RRUS32 L x 92 RRUS1 1 1 L I x 1 72 1 7 RRUSB25 L I x 1 38 1 81 RRUSB66 L I x I Joint Loads and Enforced Displacements (BLC 4: Wind Side) W_f I �K_I 1 11 RA M-finn wA.nnH,.A.rtih ih-in% tin r�rl� tlh-�A I SQUID L z 71 2 ANT1 L z 299 3 ANT3 L z 299 4 ANT4 L z 299 5 RRUS32 L z 151 6 RRUS11 L z 139 7 RRUSB25 L z 91 8 RRUSB66 L z 151 Member Distributed Loads (BLC 3: Wind Front) Member Distributed Loads (SLC 4: Wind Side) Envelope Member Section Forces __I_. � I � .' I � - r , �n� i�i I RA,-Hr I Rfi. . . I I I Mi 1 0 1 0 1 0 1 0 1 0 1 0 1 '2 nir 0 1 -400 V 0 1 0 1 0 1 0 1 3 2 m.. 1128.521 2 173.891 27 476.421 20 1062.49 5 9499.703 3 1718.529 27 .4 nir -1092.036 20 4&614 L6 -478.88 -536.496 23 -9521.8Q7 Ll -76,415 16 5 - 3 'n.. 1060.161 1 63.576 22 253.395 22 855.7 14 4615.928 7 222.178 16 6 nir -961.98 19 -76.085 4 -257.646 4 -1132.114 8 -4539.819 13 -664.87 10 7 4 'n.. 1063.548 12 58.914 20 567.645 12 480.548 17 10408.897 101097.078 1 8 Mr. -1022.951 18 -197.319 2 -553.083 18 -654.205 11 -10276.25716 -346,904 26 9 5 m.. 0 1 0 1 0 1 0 11 0 1 0 1 10 mir 0 1 0 1 0 1, 0 1 0 1 0 1 11 M2 1 m.. 0 1 0 1 0 1 0 1 0 1 0 1 12 Mir :0 i 0 -1 0 11 0 1 0 1 10 1 13 2 m., 1009.968 1 219.57 9 350.334 8 1110.518 4 7929.114 il 3 1583.965 27 14 mir -948.2a7 19 -60.987 15 -343.148 14 -1003.987 22 -7981.387 8 1 - 387 21 -515.273 15 15 3 m. 1019.476 13 54.49 27 246.508 9 409.632 5 1 40147�.061 7 128.368 23 16 mir -102&64 -56.761 2 -238.037 15 -521475 26 -4017.61 13492.218 5 17 4 M.4 1100.11 .1 1 43.837 26 477.766 24 1346.075 14 8093.715 1011645.242 4 18 nir -1048.084 191 -127.123 6 -490.298 6 -1600.063 8 -7867.605 161-875.949 22 19 5 TI.. 0 1 0 1 0 1 0 1 0 1 0 1 20 nir 0 1 0' 1 0 1 0 1 0 1 0 1 21 M3 1 TI.. 705.463 21 148.54 2 587.23 22 4594.534 27, 25459..648 5 1003.767 17 22 nir 765.108 4 -223.585 26 -706.03 4 433.391 21 -2159.03 23 -1342.795 1'1 23 __ 2 'n.. 705.463 21 148.54 2 587.23 22 4594.534 27 2070.714 5 960.075 17 24 nir -765.108 A -223.585 26 -706.03 ' 4 -433.391 Ll -1766.493 23 -1420.013 11 25 3 'n.. 705.463 21 148.54 2 587.23 22 4594.534 27 1591.779 15 926.76c) 18 RISA-3D Version 14.0.1 [T:\ ... \ ... \ ... \ ... \ ... \RIVERPARK -Antenna Mount Analysis.r3d] Page 4 Company Designer 11HROSA Job Number T E C H N 0 L 0 0 1 E S Model Name APX Engineering Group, LLC E.Diaz 18-0163.22 RIVERPARK - Antenna MountAnalysis Envelope Member Section Forces (Continued) Apr27,2018 2:24 PM Checked By: M. Phillips MAmhAr R A�inirlhl I r. � -qhp.rF]hl I f'. 7 -RhpnrFlhl 1 r�. Tnrni,PrIh-In1 I C�.�%l Mnmantr 1 r.7-7 RMMA I (I. 26 mir -765.108 4 -223.586 261 -706.03 4 -433.391 21 -1373.957 23-1497.23 11 27 4 m.. 705.463 21 148.54 21 587.23 22 4594.534 27 1121.362 6 902.46 18 28 mir -765.108 4 -223.585 26 -706.03 4 -433.391 21 -993.422 24 -1594.495 12 29 5 m.. 705.463 21 148.54 2 587.23 22 4594.534 27 809.911 6 878.15 18 30 mir -765.108 4 -221585 26 -706.03 4 -433.391 21 -762.857 24 -1691.924 12 31 M4 1 m.. 367.088 21 322.951 27 313.17 10 3779.964 27 1540.163 222545.961 16 32 mir -365.135 15 -131.872 L6 -222.851 16 -1486.813 16 -1827.273 4 -2573.964 10 33 2 m. 367.088 21 322.951 27 313.17 10 3779.964 27 1764.91 222644.866 16 34 1 min -365.135 151 -131.872 16 -222.851 161 -1486.813 116 -1984.345 14 1 -2785.069 10 35 3 rn.. 367.088 21 322.951 27. 313.17 10 3779.964 27 1989.657 22 2743.77 16 36 -- nir -365.135 15 -131.872 16 -222.851 16 -1486.813 16 -2141.417 4 -2996.175 10 37 4 'n.. 367.088 21 322.951 27 313.17 10 3779.964 27 2214.404 222842.674 16 38 nir -365.135 15 -131.872 16 -222.851 16 -1486.813 16 -2298.489 4 -3207.28 10 39 5 m.- 367.088 21 322.951 27 313.17 10 3779.964 27 2439.151 222941.578 16 40 Ar -365.135 15 -131,872 16 -222.851 16 -1486.813 16 -2466.561 4 -3418.386 10 41 M5 1 'n.. 163.7 7 191.747 4 536.011 10 212.895 14 1184.736 221135.822 13 42 nir -161.705 13, -16.319 22 -467.402 16 -1856.777 27 -1381.833 4 -1936.839 7 43 2 Im-4 163.7 7 191.747 4 536.011 101 212.895 14, 1579.203 22,1081.926 13 44 mir -161.705 U -16.319 22 -467.402 16 -1856.777 27 -1725.229 4 -2013.907 7 45 3 m.. 163.7 7 191.747 4 536.011 10 212.895 14 1973.67 221054.592 24 46 �EL'r -161.705 L3 -16.319 22 -467.402 16 -1856.777 27 -2068.625 4 -2112.863 6 47 - 4 m.. 163.7 7 191.747 4 536.011 10 212.895 14 2368.136 221034.511 24 48 mir -161,705 13 -16.319 22 -467.402 16 -1856.777 27 -2412.021 4 -2224.194 6 49 5 m.. 163.7 7 191.747 4 536.011 10 212.895 14 2762.691 101014.431 24 50 mir -161,705 13, -16.319 22 -467.402 16 -1856.777 27 -2757.776 16 -2335.525 6 51 M6 I m. 29.8 17 163.94 101 105.42 15 1785.446 15 1052.725 10 658.321 1 22 52 min -32.288 11 -37.333 16 -175.662 91 -2993.049 9 -853.239 16 -751.974 4 53 2 m. 29.8 17 163.94 10 105.42 15 1785.446 15 926.671 101 549.005 22 54 nir -32.288 11 -3T333 L6 -175.662 9 -2993.049 9 -778.681 16-737.612 4 55 __ 3 rn.. 29.8 17 163.94 10 105.42 15 1785.446 15 800.617 10 439.689 22 56 nir -32.288 11 -37.333 16 -175.662 9 -2993.049 1 -704.123 16-723.251 4 57 4 1'.. 29.8 17 163.94 10 105.42 15 1785.446 15 674.562 10 330.373 22 58 nir -32.288 11 -37.333 16 -175.662 9 -2993.049 9 -629.565 16-708.889 4 59 5 rn.. 29.8 17, 163.94 10 105.42 15 1785.446 15 551.932 23 221.057 22 60 nir -32.288 11 -37.333 1161 -175.662 9 -2991049 91 -563.781 5 -757.509 1 27 61 M7 1 Im-4 350.098 19 134.003 1 294.536 221 3811.462 3 1361.591 3 1266.738 7 62 nir -369.614 1 -42.651 19 -355.636 4 -2586.465 21 -1271.006 211-1182.572 13 63 2 n., 350.098 19 134.003 1 294.536 22 3811.452 3 1110.318 3 1288.946 7 64 nir -369.614 1 -42.651 19 -355.636 4 -2586.465 21 -1068.292 21 -1273.314 13 65 3 Ti. 350.098 19 134.003 1 294.536 22 3811.452 3 859.045 3 1318.647 19 66 nir -369,614 1 -42.651 19 -355.636 4 -2586.465 21 -865.579 21 -1371.719 1 67 4 m.. 350.098 19 134.003 1 294.536 22 3811.452 3 658.603 141350.635 19 68 nir -369.614 1 1 -42.651 19 -355.636 4 -2586.465 21 -678.378 8 -1472.221 1 69 5 1.. 350.098 191 134.003 1 294.536 22 3811.452 31 488.905 14 1382.6231 19 70 1 pnir, -369.614 1 -42.651 19 -355.636 41 -2586.465 21 -551.95 8 -1572.723 1 71 M8 1 'n.' 375.874 7 132.685 7 194.433 11 1228.698 1 664.229 1811338.218 14 72 nir -356.361 13 -43.889 13 -134.624 17 -1221.87 26 -789.668 12 -1589.539 8 73 2 'n.. 375.874 7 132.685 7 194.433 11 1228.698 1 603.667 261362.881 14 74 nir -356.361 13 -43.889 13 -134.624 17 -1221.87 26 -674.564 12 -1680.493 8 75 __ 3 m.. 375.874 7 132.685 7 194.433 11 1228.698 1 563.703 191387.543 14 76 nin -356.361 13 -43.889 13 -134.624 17 -1221.87 26 -593.24 1 -1771.447 8 77 4 'n.. 375.874 7 132.685 7 194.433 11 1228.698 1 548.619 7 1412.205 14 78 nir -356.361 1131 -43.889 113 -134.624 17 -1221.87 1 -534.279 13 -1862.402 8 79 5 n 375.874 17 6 132 895 194433 1 11 122 'M 1 5 952 8 1436 671 1,4 356.361 3� _4 -- �7 388 13 -134.624 17 221..87 26 - _481� .91 2 14 -1953156 81 1 M9 I I Im.. 727.074 1161 178.97 11 708.488 10 322.199 17 2341.426 15 847 812 IAI Imi -795.7 1101 -16.208 19 -582.597 16 -ing4 7a4 11 -';17'IA - RISA-3D Version 14.0.1 [T:\ ... \ ... \ ... \ ... \ ... \RIVERPARK - Antenna Mount Analysis.r3d] Page 5 Company APX Engineering Group, LLC Apr27,2018 WRESADesigner E.Diaz 2:24 PM Job Number 18-0163.22 Checked By: M. Phillips H N 0 L Model Name RIVERPARK -Antenna Mount Analysis Envelone Member Section Forces (Continued) Mpmhpr R Axiairlhl 1 r, vqhp.nrflhl LC 7 Shearnbl LC Tornuellb-in"! LCv-v MomentT..LCz-z Mome... LC 83 1 12 M-4 727.074 16 178.97 11 708.488 10 322.199 17 1943.222 151 824.12 21 1 84 mid -795.7 10 -16.208 191 -582.597 16 -1951.781 11 -2246.775 91-1336.269 3 85 3 3 M.-I 727.074 16 178.97 11 708.488 10 322.199 17 1545.017 161800.986 21 86 nir -795.7 10 -16.208 19 -582.597 16 -1951.781 11 -1755.029 9 -1433;349 3 87 4 4 "n.. 727.074 16 178.97 1 708.488 10 322.199 17 1242.925 14 777.852 21 88 nir -795.7 10 -16.208 19 -582.597 16 -1951.781 11 -1357.028 8 -1531,226 2 89 5 5 p.. 727.074 16 178.97 1 708.488 10 322.199 17 999.382 2 754.718 21 90 nir -795.7 10 -16.208 19 -582.597 16 -1951.781 11 -1026.35 20 -1653.973 2 91 M10 1 1 'n.. 343.674 5 1 276.783 4 226.171 122, 1547.04 221 1841.812 9 2323.511 22 92 1 nir -340.317 23 -122.059 22 -323,255 4 -323&588 4 -1557.101 16 -2378.426 1 4 93 1 2 2 'n.. 343.674 5 276.783 4 226.171 22 1547.04 22 1997.259 10 2415.0551 22 94 1 pir, -340.317 23 -122.059 22 -323.255 4 -3235.588 4 -1788.732 16� -2586.012 4 95 3 Im.3 343.674 5 276.783 4 226.171 22 1547.04 22 2156.079 1012506.599 22 96 nir -340.317 23 -122.059 22 -323.255 4 -3235�588 4 -2020.364 161 -2793.6 4 97 4 n.. 343.674 5 276.783 4 226.171 22 1547.04 22 2314.9 1012598.143 22 98 -340.317 23 -122.059 22 -323.255 4 -3235.588 4 -2251�996 16 -3001.187 4 99 __,nir 5 n.. 343.674 5 276.783 4 226.171 22 1547.04 22 2475.501 222689.687 22 100 Pir -340.317 23, -122.059 22 -323.255 141 -3235.588 4 -2481628 16 -3208.775 4 101 Mll 1 m.. 1234.009 21 448.334 27, 1333.671 20 949.625 6 1755.977 13 625.923 5 102 nir -1287.72 3 113,395 211 -1488.72 3 -853.677 24 -1979.684 7 -304.625 23 1 103 2 m.. 1234.009 21 448.334 27 1333.671 20 949.625 61 1060.497 24 442.745 5 104 1 miri -1287.72 3 113.395 21 -1488.72 3 -853.677 241 -1329.29' 6 -418.601 1 23 1051 13 rp..� 1234.009 21 448.334 27 1333.671 20 949.625 6 1020.543 23 298.302 17 106 nr -1287.72 3 113:395 21 -1488.72 3 -1574.976 A -669.177 11 107 __ 4 m.. 1234.009 21 448.334 27 1333.671 LO 949.625 6 1661.943 22 157.661 17 108' nir -1287.72 3 .113.395 21 -1488.72 3 -853.677 24 -2419.39 4 -725.873 11 109 5 'n.. 1234.009 211 448.334 27 1333.671 1201 949.625 6 2598.839 21 17.021 17 110 nir -1287.72 3 113.395 21 -1488.72 3 -853.677 24 -3500.386 3 -887.451 27 Ill M12 1 'n.. 860.893 8 518.574 10 998.208 8 846.249 18 2027.225 151275.797 2 112� nir -846.352 14 -175.318 16 -968.932 14 -1073.729 27 -2483.111 9 -381.497 20 113 2 'n.. 860.893 8 518.574 10 998.208 8 846.249 181 1521.733 16,1331.392 3 114 1 mirg -846.352 14 -175.318 16 -968.932 14 -1073.729 27 -1902.615 91 -696.77 21 1151 3 pp..� 860.893 8 518.574 10 998.208 8 846.249 18 1302.712 171399.444 3 116 nir -846.352 14 -175.318 16 -968.932 14 -1073.729 27 -1628.404 LO -1021.747 21 117 4 'n.. 860.893 8 518.574 10 998.208 8 846.249 18 1442.968 171467.497 3 118 nir -846.362 114, -175.318 161 -968.932 14, -1073.729 -1640.555 11 -1346.724 21 119 __ 5 'n.. 860.893 81 518.574 10 998.208 81 .27 846.249 18 1910.971 181557.458 15 120 nir -846.352 14 -175.318 16 -968.932 14 -1073.729 27 -2009.113 12 -1700.994 0 121 M13 1 n.. 1237.602 17 381.967 2 11 872.833 27 3642.927 7 547.021 8 122 nir -1303.658 Ll -45.052 20 -1 2g2.661 L7 -79.414 22 -3371.76 13-164,384 14 123 2 n.. 1237.602 17 381.967 _2 1457.604 1 0 11 872.833 27 1 3037.722 7 1 544.664 8 124 1 mir -1303.558 11 -45.052 20 F1�457.604 -1292.661 17 -79.414 221-2666.705 131-404.608 14 1251 13 Im.. 1237.602 17 381.967 2 1457.604 T1 872.833 271 2579.241 8 557.864 20 126 nir -1303.558 11 -45.052 20 -1292.661 17 -79.414 22 -2129.591 14 -670.467 1 2- 127 4 'n.. 1237.602 17 381.967 2 1457.604 11 872.833 27 2563.313 9 591.653 20 128 nir -1303:558 Ili -45.052 20 -1292.661 17, _79.414 22 -1965.398 15-956.942 2 129 __ 5 M. 1237.602 171 381.967 2 1457.604 11 872.833 27 2994.593 9 625.442 20 130 An -1303.558 11 -45.052 20 -1292.661 17 -79.414 22 -2261.297 15 -1243.418 2 131 M14 1 'n. 965.874 6 407.67 4 1009.221 13 954.962 3 3306.229 5 1487.936 12 132 nip -942.52 24 -85.764 22 -'1060.523 1 -521.337 20 -3005.786 23-814.101 18 133 2 m 965.874 6 407.67 4 1009.221 L3 954.962 31 2759.393 5 1461.288 11 134 1 'Imirl -942.52 24 -85.764 22 -1060.523 7 -521.337 20 -2487.344 23 -1033.033 17 135 13 Im.-I 965.874 6 407.67 4 1009.221 13 954.962 3 2212.556 5 11475.998 1 11 136 -942.52 24 -85.764 22 -1060.523 7 � 55 2 1 6 03 03 7 20 -1968.901 231-1290.948 1 17 137 4 Mml.. 965.8741 6 407.67 4 1_1 009.221 13 954.962 3 1929.878 411498.724 23 138 1 oil -942.52 124, -85.764 122� -1060.523,171 -521.337 20 -1775.222 22 -1557427 qu 139 15 m.4 965.874 161 407.67 141 1009.221 1131 954.962 3 1917.wvi RISA-31D Version 14.0.1 [T:\ ... \ ... \ ... \ ... \ ... \RIVERPARK -Antenna Mount Analysis.r3d] Page 6 Company APX Engineering Group, LLC Apr27,2018 Designer E.Dlaz 2:24 PM IINRHSAJob Number 18-0163.22 Checked By: M. Phillips M GLO GIES ModelName RIVERPARK -Anterma Mount Analysis Envelove Member Section Forces (Continued) Mp.mhp.r R AwiRlrlhl I (. v Rhp.nrrlhl 1 r. .qhp.,Ilhl I (. T�r�,.�nh_w 1 rt� Mnmpntr I r.7-7 hAnmo I r. 1401 1 Nd -942.52 24 -85.764 22 -1060.523 71 -521.337 20 -1876.629 21 -1850.39 5 141 M15 I 'n.. 1210.131 20 648.049 27 241.337 31 282.467 24 9561.806 223118.165 27 142 nir -2618.244 2 25.189 16 -194.391 21 -1126.661 27-10109.091 4 223.589 15 143 2 'n.. 1871.56 21 68.445 8 218.353 3 279.313 24 7201.651 22 442.538 26 144 nir -2111.321 3 -11.999 14 -19&849 21 -1053.376 27 -7310.969 4 -355.404 10 145 3 'n.. 1871.56 21 63.533 8 218.353 3 279.313 24 4950.873 10 270.583 15 146 Or -2111.321 3 -15.683 14 -198.849 21 -1053.376 27 -4708.635 17 -1210.986 9 147 4 n.. 1793.184 21 59.194 27 214.711 16 629.402 5 2466.649 23 230.619 26 148 nir A970.457 3, -29.126 115 -234.614 10 -606.658 231-2579.492 5 1 -154.664 4 149 1 15 ITI.4 1793.184 21 54.282 27 214.711 16 629.402 5 1735,636 14 308.013 14 150 mir -1970.457 3 -32.81 161 -234.614 101 -13W658 23 -2087.237 8 -615.354 27 151 M16 1 m 1265.868 18 473.52 3 168.166 5 292.02 2 9673.33 221322.618 3 152 mir -2540.92 12 -78.397 26 -189.056 23 -321.93g 26 -9880.161 4 -1641.322 26 153 2 m., 1847.604 17 7.926 1 198.614 5 287.72 2 7345.52 22 15.252 22 154 mir -2049,192 11 -44.019 26 -183.27 23 -291.936 26 -7499.952 4 -893.533 26 155 3 m.. 1817.718 17 3.236 13 219.953 5 287.72 2 4844.224 22 1.285 21 156 mir -2019.306 11 -44.019 26 -204.71 23 -291.936 26 -4861.438 4 -385.735 27 157 4 m.. 1787.832 17, -.448 13 241.393 5 287.72 2 1 2748.578 8 1 352.498 26 158 1 1 mir, -1989.42 11 -44.019 26 -226.15 23 -291.936 26 -2618.932 14-212.274 2 159 5 rn.. 1757.946 17 -4.133 131 262.833 51 287.72 2 3639.55 6 975.513 26 160 nir -1959.534 11 -44.019 26 -247.59 23 -291.936 26 -3293.127 24-150.229 14 161 M17 1 'n.. 2135.798 8 406.655 27 156.211 16 116.985 13 9307.177 10 2805.31 27 162 nir -839.3 14 100.363 16 -167.198 10 -1056.244 27 -8694.89 16 482.527 14 163 2 m. 2134.52 8 94.572 27 154.496 16 130.285 13 6806.635 10 508.987 26 164 __ nir -839.675 14 15.025 14 -179.398 10 -1003.13 27 -6506.946 16-210.245 12 165 3 'n.. 2134.52 8 89.66 27 154.496 16 130.285 13 4284.694 22 -109.211 26 166 nir -839.675 141 11.34 14 -179.398 10 -1003.13 271-4353.518 4 1 -935.281 1 9 167 1 14 M.-I 2091.527 8 27.899 26, 174.328 16 567.981 4 1482.833 23 296.344 26 168 Ar -860.694 14 -29.381 2 -190.823 1101 -444.538 22 -1664.159 5-179.693 7 169 5 rn.. 2091.527 8 27.899 26 174.328 16 567.981 4 1603.303 14 618.52 1 170 nir -860.694 14 -34.293 2 -190.823 LO -444.538 22 -2012,522 8 -387.273 19 171 M18 1 'n.. 405.965 27 -5.531 18 67.053 27 737.59 23 478.422 18 -9.38 19 172 nir 90.167 21 -49.885 LZ -26.174 18 -751.533 5 -1215.128 27-1053.54 27 173 2 'n.. 402.842 27 -5.531 18 67.053 27 737.59 23 242.856 18 57.063 20 174 nir 87.824 21 -49.885 27 -26.174 18 -751.533 5 -611.64g 27 -604.579, 27 175 3 'n.. 399.718 27, -5.531 18 67.053 27 737.59 231 63.288 3 139.257 20 176 1 1 vnin 85.482 21 -49.885 27 -26.174 18 -751.533 5 -61.128 21 -246.645 2 177 4 'n.:-396.594 27 -5.531 181 67.053 27, 737.59 23 595.309 27 293.344 27 178 nir 83,139 21 -49.885 271 -26.174 18 -751,533 5 -230.713 19-103.152 15 179 5 'n. 393.47 27 -5.531 18 67.053 27 737.69 23 1198.788 27 742.306 27 180 nir 80.796 21 -49.885 27 -26.174 L8 -751.533 5 -463.842 18 4.865 15 181 M19 1 n.. 2096.043 6 295.933 2 133.232 17 319.724 4 8811.629 10 826.729 3 182 nir -929.115 24 -10.647 26 -152.108 23 -340.209 26 -8644.636 A -1474.749 26 183 2 n.. 2077.705 6 14.685 6 173.432 5 318.744 4 6734.642 101 -7.887 1 20 184 nir -912.22 24, -44.998 26 -166.252 23 -309.434 26 -6602.831 16-918.834 26 185 3 1111- 2060.455 6 9.773 6 194.872 5 318.744 4 4314.323 10 59.115 24 186 nir -894.97 24 -44.998 26. -187.692 23, -309.434 26 -4160.961 16-367.092 27 187 4 'n.. 2043.205 6 6.039 18 216.312 5 318.744 4 2192.716 8 354.905 26 188 nir -877.719 24 -44.998 26 -209.132 23 -309.434 26 -2018.591 14-317.126 6 189 5 'n.. 2025.955 6 2.355 18 237.752 5 318.744 4 3137.619 6 991.775 26 190 nir -860.469 24 -44.998 26 -233.017 22 -309.434 26 -2865.822 L4 -363.245 18 191 M20 1 'n.. 401.708 2 40.03 26 21.746 21 695.11 g 21 670.231 3 719.146 26 192 nin -24.458 LO -36.109 12 -30.471 3 -692.699 31 -521.647 21 -1103.632 12 193 2 n.. 398.585 121 40.03 26 21.746 21 695.11 g 21 395.991 3 412.637 18 194 rid -26.801 1201 -36.109 112 -30471 3 -692.699 3 -325.92g 21 -778.653 12 11951 3 m..j 395.461 121 40.03 12§1 216.746 11 695.119 21 127.505 M135.2-- 16 369.674 18 11961 Oil -29.144' 1201 -36. 1 nQ 11 2 _3 471 13 -692.699 10 -493 673 19 RISA-3D Version 14.0.1 [T:\ ... \ ... \ ... \ ... \ ... \RIVERPARK -Antenna Mount Analysis.r3d] Page 7 Company APX Engineering Group, LLC Apr27,2018 Designer E.Dlaz 2:24 PM 11HRESAJob Number 18-0163.22 Checked By: M. Phillips N 0 L Model Name RIVERPARK -Antenna Mount Analysis Envelope Member Section Forces (Continued) M__k Q A�;�INNI I � " Qk..,tlhl i r � qh.�,rrhi I r� T�r� ... rih_i�i i r.y, m��.mT i r., ivv��. 1 r. 1971 4 'n.. 392.337 2 40.03 26 21.746 21 695.119 21 65.508 21� 355.361 6 198 nir -31.487 20 -36.109 12 -30.471 3 -692,699 3 -269.445 271-361,663 26 199 __ 5 "n.. 389.213 2 40.03 26 21.746 21 695.119 21 261.226 21 353.186 6 200 nir -33.829 20 -36.109 12 -30.471 3 -692.699 3 �533. 197 27-721.932 26 201 M21 I 'n. 1130.722 19 673.615 27 1611.23 22 530�293 14 0 1 8301.49 27 202 Tiln -2787.991 1 177.127 26 -1693.794 4 -5121.549 27 0 1 1748.929 26 203 2 1130.722 19 671.124 27 1611.23 22 530.293 14 4833.689 226284.383 27 204 Till -2787.991 1 177.127 26 -1693.794 4 -5121.549 27 -5081381, A 1217,546 26 206 3 m.. 1159.139 191 794.159 27, 1635.636 22, 759.032 15 9667.379 22 5468.4431 27 206 mir -2787.991 1 219.597 26 -1721.404 4 -5121.549 27 -10162.761 4 907.547 26 207 4 m.. 1169.139 19 791.668 27 1635.636 221 759.032 15114328.229 2213089.701 27 208 -2730.317 1 219.597 26 -1721.404 4 -3774.228 271-14825.0411 41248.756 26 209 _mIr 5 m.. 1159.139 19 789.178 27 1635.636 22 759.032 15 19235.136 221 1193.53 11 210 mir -2730.317 1 219.597 26 -1721.404 A -3774.228 27-19989.25 41-410.035 26 211 M22 1 m.. 2194.396 7 737.29 27 1505.582 10 135.616 13 0 117532.842 27 212 mir -649.802 13 195.076 26 -1418.557 16 -4791.196 27 0 1 1501.455 26 213 2 Im.4 2194.396 7 734,799 27 1505.582 10 135.616 13 4516.746 105324.709 27 214 nir -649.802 13, 195.076 26 -1418.557 16 -4791.196 27 -4255.671 16 916.228 26 215 3 'n.. 2194.396 7 732.308 271 1505.582 10 272.716 15 9227.846 10 4251.33 27 216 1 nir -695.179 13 162.593 261 -1418.557 16, -4791.196 27 -8986.244 16 531.531 26 217 4 'n.. 2153.636 7 591.633 27 1481.827 101 272.716 15113673.326 102489.488 12 218 nir -695.179 13 152.593 26 -1391.568 161 -3415.606 27 -13160.947 16 73.751 26 219 5 'n.. 2153.636 7 589.142 27 1481.827 10 272.716 15 18118.806 10 1078.63 11 220 T1117 -695.179 13 152.593 26 -1391.568 16 -3415.606 27 -17335.65 161-384.028 26 221 M23 1 'n.. 0 1 .021 9 .026 27 0 1 0 11 0 1 222 rniq �O 1 -.025 3 -.002 2 0 1 0 1 0 1 223 2 n.. 0 261 .021 9 .026 27 0 1 .619 27 .596 3 224 nir -15.34 -.025 3 -.002 2 0 1 -.054 2 -.493 9 225 1 3 'n.. _L5 296.654 27 550.812 18 313.952 10 2439.142 22 2604.684 104339.717 20 226 nir -188.689 16 -548.995 112 -168.44 15 -2455.571 4 -2506.904 16 -4811.117 2 227 4 rn.. 86.179 25 147.186 13 241.535 1221 2179.012 22 212.606 25 0 26 228 nir -.002 26 -147.191 19 -241.567 4 -2169.542 16 0 26 -637.582 25 229 5 rn.. 0 1 .007 4 .002 16 0 1 0 1 0 1 230 nir 0 -.009 10 -.024 27 0 1 0 1 0 1 231 M24 1 Im.4 0 _1 1 .005 7 .019 27 0 1 0 1 0 1 232 nir 0 1 -.009 1 001 2 0 1 0 -t 0 1 233 2 'n.. 0 26 .005 7 .019 27 0 1 .456 27 .215 1 234 nir �15.34 25 -.009 1 -.001 2 0 1 -.031 2 -.123 7 235 1 3 137.649 10, 32.349 11 105.486 15 551.932 23 252.9 17 -22.366 18 236 nir -57.062 16 -29.785 17, -175.637 9 -563.796 5 -309.226 11 -505.498 12 237 4 'n.. 155.34 25 176.075 1 36&0112 10 3311.225 22 33.603 25 0 26 238 . nir 0 26 -176.125 -368.014 4 -3312.747 L6 .002 26-1260.06 25 239 5 'n.. 0 1 .003 .1 1 .003 it 0 1 0 1 0 1 240 min, 0 1 -.007 7 0 1 5 27 0 1' 0 -t 0 1 241 M25 I m.. 0 1 .008 6 .02 F355.571 27 0 1 0 1 0 1 242 mir 0 1 -.012 12 -.002 12 0 11 0 1 0 1 243 2 m. 0 26 .008 6 .02 27 0 11 .472 27 .281 12 244 1 mir -15.34 25, -.012 12 002 12 0 1 -.047 12 -.19 6 246 3 m., 106.726 7 313.482 18 4 651.955 8 2747.293 104920.068 19 246 -107.487 -375.974 7 -294.671 22 -488.913 14 -2704.696 16 -5079.642 1 247 __mir 4 m., 15.34 _I 25 .007 8 .001 15 0 1 .479 27 .174 8 248 mir 26 -.005 2 -.02 27 0 1 -.031 -121 2 249 6 Im..i. 0 1 .007 8 .001 15 0 1 0 1 0 1 250 1 i 0 1 -.005 2 -.02 27 0 1 0 1 Q 1 251 IT213 1 m. 0 1 .02 4 .02 27 0 1 0 1 0 1 252 0 1 -.025 10 -.005 3 0 1 0 1 0 L25A3m..[ 0 126, 02 .02 27 0 tt�� 27 .6nA 1131�O RISA-3D Version 14.0.1 [T:\ ... \ ... \ ... \ ... \ ... \RIVERPARK -Antenna Mount Analysis.r3d] Page 8 Company APX Engineering Group, LLC Apr27,2018 Designer E.Dlaz 2:24 PM IIMRESAJob Number 18-0163.22 Checked By: M. Phillips TECH N OLD al ES ModeiName RIVERPARK -Antenna Mount Analysis Envelope Member Section Forces (Continued) hfi.�h.' A A�wnhl I (I. , qh..rrlhl I r � cZhpnrrlhl 1 r! Tnrni,PrIh_inI 1 r�.� hAnmpnfr i r., mnmp 1 r. 254 nir -15.34 25 -.025 10 -.005 3 0 1 -.118 3 -.48 4 255 3 n.. 251.164 4 583.824 20 169.582 23 2475.51 22 2507.876 224300.006 18 256 nir -178.846 22 -583.538 2 -324.096 4 -2483.631 16 -2598.26 4 -4761.317 12 257 4 'n.. 89.539 25 147.146 13 241.554 22 2169.586 22 0 26 0 26 258 nir .002 26 -147.147 19 -241.546 16 -2179.013 16 -222.622 25-667.815 25 259 5 'n.. 0 1 .009 9 .007 2 0 1 0 1 0 1 260 nir 0 -.01 3 -.015 27 0 1 0 1 0 1 261 M27 I n.. 138.552 -1 27 -11.72 26 23.15 22 2431.537 27 1375.59 27-200.531 26 262 1 1 min 42.496 26, -64.472 27, -75.636 27 -312.135 123 -403.464 122 -1127.281 27 263 2 m..135.428 27 -11.72 26 23.15 22 2431.537 27 694 ' 862 27 -95.052 26 264 mir 42A96 26 -64.472 27 -75.636 27 -312.135 23 -195.113 22-547.037 27 265 3 m.. 132.304 27 -11.72 26 23.15 22 2431.537 27 17.737 9 33.207 27 266 mir 42.496 26 -64.472 27 -75.636 27 -312.135 23 -19.399 10.426 26 267 4 m.. 129.181 27 -11.72 26 23.15 22 2431,537 27 221.588 22 613.451 27 268 mir 42.496 26 -64.472 27 -75.636 27 -312,135 23 -666.593 27 115.905 26-. 269 5 m.. 126.057 27 -11.72 26 23.15 22 2431.537 27 429.939 221193.695 27 270 mir 42.496 26 -64.472 27 -75.636 27 -312.135 23 -1347.32 27 221.383 26 271 1 M28 1 1 Im.4 308.403 27, -.799 is,, 1.134 10 20.556 127 35.49 27 -14.357 26 272 nir 75.522 16 -Z256 27 -1.947 27 -3g.96424 -19.981 10 -39.908 27 1 273 2 'n.. 307.464 27 -.799 18 1.134 10 20.556 27 17.967 27 -7.075 26 274 nir 74.817 16 -2.256 27 -1.947 27 -3.964 24 -9.774 10 -19.602 27 275 3 m.. 306.524 27 -.799 is 1.134 10 20.556 '5 27 .681 20 .934 11 276 nir 74.113 16 -2.256 27 -1.947 27 -3.964 24 -.73 2 -.047 R21.01 17 277 4 m.. 305.585 27 -.799 18 1.134 10120.556 27 10.64 10 1 27 278 nir 73.408 16 -2.256 27 -1947 L7 -3.964 24 -17.079 27 7.177 18 279 5 'n.. 304.645 27 -.799 18 1.134 10 20.556 271 20.847 10 41.317 1 27 280 1 j mil 72.703 161 -2.256 27, -1.947 27, -3.964 24 -34.602 27 14.368 18 281 M29 1 T.-I -163.241 16 3.181 25 2.091 41 22.454 16 100.009 221 33.734 27 1 282 nid -1574.586 27 .065 26 -1.919 22 -23.026 LO -107.113 4 6,082 26 283 2 'n., -162.536 16 1.549 25 2.091 4 22.454 16 69.031 22 5.032 26 284 nir -1573,647 27 '065 L6 -1.919 22 -23.025 10 -73.363 4 -8.47 11 285 3 'n.. -161.831 16 .081 18 2.091 4 22.454 16 3&062 22 3.983 26 286 nir -1572.707 27 -.205 12 -1.919 22 -23.025 10 -39.612 4 -18.767 25 287 4 'n.. -161.127 16 .065 26 2.091 4 22.454 16 12.224 12 2.934 26 288 nir -1571.767 27 -1.716 25 -1.919 22 -23.025 10 -11.053 18 -6.441 7 289 1 5 'n.. -160.422 161 .065 26 2.091 4 22.454 16 31.372 3 36.639 25 290 nir -1570.828 27 -3.348 25, -1.919 22, -23.025 110 -28.405 121, 1.884 26 1 291 M30 ldm.4 292.519 2 .664 26 .835 22 21.759 27 47.812 271 12.123 26 292 nir 30.529 20 -1.452 _12 -2.631 27 -2.579 23 -14.718 22 -25.626 12 293 2 'n.. 291.58 2 .664 26 .835 22 21.759 27 24.131 27 6.151 26 294 nir 29�824 20 -1.452 12 -2.631 27 -2.579 23 -7.203 22 -12.554 12 295 3 'n.. 290.64 2 .664 26 .835 22 21.759 27 .737 20 .87 3 296 nir 29.119 20 -1.452 12 -2.631 27 -2.579 23 -.918 2 .133 22 297 __ 4 m.. 289.7 2 .664 26 .835 22 21.769 27 7.828 22 13.589 12 298 nir 28.415 20, -1.452 12 -2.631 27 -2.579 23 -23.229 27 -5.792 26 2991 5 'n - 288.761 2 .664 26 .835 22, 21.759 27 15.343 22 26.66 12 300 1 mini 27.71 2C -1.452 12 -2.631 27 -2.579 23 -46.91 27, -11.764' 26 301 M31 1 Ti. 0 21 3.169 25 2.169 17 23.506 4 106.656 10 31.108 25 302 nir -1330.266 3 0 21 -2.16 L3 -22.73 22 -104.629 16 0 21 303 2 'n.. 0 21 1.537 25 2.169 17 23.506 4 72.644 10 0 21 304 nir -1329.327 3 0 21 -2.16 23 -22.73 22 -71.244 16 -12.971 27 305 3 "n.. 0 21 .091 19 2.169 17 23.506 4 38.631 10 0 21 306 nir -1328.387 3 -.351 27 -2.16 23 -22.73 !,22 -37.858 16 -18.597 27 307 4 'n.. 0 0 1 2.169 17 23.506 4 18.3 8 7 1.168 13 308 nir -1327.44 121 31 1 7C 27 -2.16 -22.73 22 -18,27 13 -6824 7 5 0 1211 0 121 2.169 117 23506 41 40.615 118 38.04 3101 1 _1326,508 131 -3.361 J25 -2.16 1231 -22.73 221 -40.209 1241 0�� RISA-313 Version 14.0.1 [T:\ ... \ ... \ ... \ ... \ ... \RIVERPARK - Antenna Mount Analysis.r3d] Page 9 Company APX Engineering Group, ILLC Apr27,2018 Designer E.Dlaz 2:24 PM 11HRESAJob Number 18-0163.22 Checked By: M. Phillips N 0 L Model Name RlVERPARK -Antenna Mount Analysis Envelope Member Section Forces (Continued) Momhpr R AYIRIFIhT I r, v qhp.nrflhl 1 r. 7 qhpnrTlhl LO Tomwerlb-inl LCv-v Momentr--Lcz-z Mome... LC 311 M32 1 m.4 0 1 0 261 .001 41 0 11 0 11 0 1 1 312 mid 0 j_ -D02 27 -.001 10 0 1 0 1 0 1 313 2 T1.. 1160.762 5 19.033 25 0 26 0 1 0 26 0 26 314 nin -1080.8 23 0 '26 -.583 25 0 1 -11.705 25-382.269 25 315 3 'n.. 1158.536 5 4.079 25 0 26 0 1 0 26 0 26 316 nir -1082.47 23 0 26 -A25 25 0 1 -24.972 25-815.573 25 317 4 n.. 1156.31 5 0 26 .333 25 0 1 0 26 0 26 318 nir -1084.13 L3 -10.876 26 0 26 0 1 -21.07 25 -688.15 25 319 5 'n.. 1154.084 5, 0 26 .791 25 0 1 0 1 0 23 320 nir -1085.809 23 -25.83 251 0 26, 0 1 0 1111 0 51 321 M33 I Im.4 0 1 0 26 .001 4 0 1 0 1 0 0 1 322 nir 0 1 -.002 L5 -.001 10 0 1 0 1 0 0 1 323 2 'n.. 1269.491 9 19.033 25 .583 25 0 1 11.705 25 0 0 26 324 nir -1185.325 15 0 26 0 26 0 1 0 26-382.271 3 8 1 25 325 3 'n.. 1267.265 9 4.079 25 .125 25 0 1 24.972 25 R227 0 0 26 326 nir -1186.994 15 0 L6 0 26 0 1 0 26-815.574 _815 574 25 327 4 'n. 1265.039 9 0 26 0 26 0 1 21.07 25 0 0 26 328 1 nir -1188.663 15, -10.876 25 -.333 25 0 1 1 0 26 -688.15 1 25 329 5 m.. 1262.814 9 0 261 0 26, 0 1 0 1 0 15 330 minj -1190.333 15 -25.83 25 -.791 251 0 1 0 11 0 9 331 M34 1 m.. 147.2 1 0 26 241.6 16 0 1 .002 22 0 9 332 nir -147.2 19 -70.84 25 �241.601 10 0 1 -.004 3 -.002 27 333 2 'n. 147.2 1 0 26 2416 16 0 1 543.602 16 159.39 25 334 nir -147.2 19 -70.84 25 -241.601 10 0 1 -543.601 10 0 26 335 3 m. 147.2 1 0 26 241.6 16 0 1 1087.202 16 318.78 25 336 nir -147.2 19 -70.84 25 -241 �601 10 0 1 -1087.203 10 0 26 337 4 'n.. 147.2 1 1 0 26 2416 L6 0 1 1630.803 16 478.17 25 338 1 nir -147.2 19 -70.84 25 -241.601 10 0 11 -1630.804 10 -.001 26 339 15 m.4 147.2 1 0 26 241.6 161 0 1 2174,404 16, 637.561 25 340 nir -147.2 19 -70.84 25 -241.601 10 0 1 -2174.405 10 -.001 26 341 M35 I T.. 241.577 10 .002 26 147.2 13 0 26 2174.4 16 .002 27 342 nir -241.592 4 -70.841 25 -147.2 7 -637.56 25 -2174.401 10 -.002 9 343 2 'n. 241.577 10 .002 26 147.2 13 0 26 2173.185 16 53.131 25 344 nir -241.592 4 -70.841 25 -147.2 7 -637.56 25 -2175.552 22 -.002 26 345 3 'n. 241.577 10 .002 26 147.2 13 0 26 2171.971 16 106.262 25 346 nir -241 �592 141 -70.841 25 -147.2 7 -637.56 251-2176.704 22 -.004 1 26 347 1 4 'n. 241.577 101 .002 26 147.2 13 0 26 2170.756 16 159.392 25 348 mir -241.592 4 -70:841 251 -147.2 71 -637.56 25 -2177.857 22 -.006 26 349 5 Im.. 241.577 10 .002 26 147.2 131 0 26 2169.541 16 16 212 '23 212.523 25 1 350 nir -241.592 4 -70.841 25 -147.2 7 7 -637.56 25 -2179.009 2 22 - 007 -.007 26 351 M38 I 'n.. 115.2 1 0 26 222.4 4 4 0 1 .002 5 5 0 0 10 362 nir -115.2 19 -75.6 25 -222.4 0 0 1 -.002 17 1 7 0 0 27 353 2 'n.. 115.2 1 0 26 222.4 4 4 0 1 500.399 4 4 1 70 1 170.1 25 354 nini -115.2 19 -75.6 25 -2224 1 0 10 q 1 -500.402 22V 22 0 0 26 355 3 115.2 1 0 26 222.4 4 4 0 1 1 1000.799 4 4 340.2 340 2 25 356 nir -115.2 1191 -75.6 25 -222.4 10 0 1 -1000.802 10 0 26 357 4 'n.. 115.2 11 0 26, 222.4 4 0 1 1501.199 14 510.301 25 358 nir -115.2 L9 -75�6 25 -222.4 10 0 1 -1501.202 101 0 1 26 359 5 'n.. 115.2 1 0 26 222.4 4 0 1 2001.599 4 680.401 25 360 nir -115.2 19 -75.6 25 -222.4 10 0 1 -2001.603 10 0 26 361 M39 1 'n.. 222.397 10 0 26 115.2 1 0 26 2001.605 4 .001 3 362 nir -222.397 4 -75.601 25 -115.2 .7 -680.4 25 -2001.598 10 -.001 25 363 2 Im.4 222.397 10 0 26 115.2 1 0 26 2002.14 4 56.699 26 364 1 -222.397 4 -75.601 25 -115.2 7 _-680.4 25 -2001.036 22 0 26 365 3 m.. 222.397 10 0 26 115.2 1 0 261 2002.681 16 113.4 25 16 i -222.39 7 -756601 11 2� -IT15.2 7 -680.4 1251 -2000.475 22 0 26 13671 4 m.4 222.397 IT4 01 9 26 1 1 0 1261 2003.222 116, 170.1 1 25 1 RISA-3D Version 14.0.1 [T:\ ... \ ... \ ... \ ... \ ... \RIVERPARK -Antenna Mount Analysis.r3d] Page 10 Company APX Engineering Group, LLC Apr27,2018 hIRESAJob Designer E.Diaz 2:24 PM Number 18-0163.22 Checked By: M. Phillips N 0 L Model Name RIVERPARK - Antenna Mount Analysis Envelope Member Section Forces (Continued) Mp.mhp.r S Axiairlhl Ln' v Ihp.nrrlhl I C' 7 qhp.Rrnhl I C Tormip.ah-InT I C.v-v Mnmp.ntr 1 (.7-7 MnMP. I C., 3681 1 Inlid -222.397 4 -75,601 25 -115.2 71 -680.4 25 -1999.915 221 0 26 369 5 m.. 222.397 10 0 26 115.2 11 0 26 2003.764 16 226.8 25 370 min -222.397 4 -75:601 25 -115.2 7 -680.4 25 -1999.354 22 0 26 371 M40 1 m.. 60.801 1 0 26 145.6 16 0 1 .004 4 0 27 372 min -60.801 7 -64.4 25 -145.6 10 0 1 0 17 0 6 373 2 m.. 60.801 1 0 26 145.6 16 0 1 327.603 4 144.9 25 374 min �60.801 7 -64.4 25 -145.6 10 0 1 -327.598 10 0 26 375 3 m.. 60.801 1 0 26 145.6 16 0 1 655.201 4 289.8 25 376 -60.801 7 1 -64.4 25 -145.6 10 0 1 -655.199 10 0 1 26 377 --rrfln 1 4 Im.-I 60.801 1 0 26 145.6 16 0 1 982.801 161 434.7 25 378 nir -60.801 7 -64.4 251 -145.6 101 0 1 -982.8 10 0 26 379 5 n. 60.801 1 0 26 145.6 16 0 1 1310.401 16 579.6 25 380 nir -60.801 7 -64.4 25 -145.6 10 0 1 -1310.4 10 0 26 7 381 M41 I 'n.. 145.599 4 0 26 60.802 7 579.6 25 1310.401 4 0 21 382 nir -145,615 10 -64.401 25 -60.8 13 0 26 -1.310.402.10 -.001 5 383 2 'n.. 145.599 4 0 26 60.802 7 579.6 25 1310.048 16 48.301 25 384 nir -145.615 10 -64.401 25 -60.8 13 0 26 -1310.772 10 0 26 385 3 'n.. 145.599 41 0 26 60.802 7 579.6 25 1309.696 16 96.601 1 25 386 1 1 pnir, -145.615 101 '-64.401 125 -60.8 13 0 261-1311.143 101 0 1 26 387 14 m-4 145.599 41 0 26, 60.802 7 1 579.6 25 1309.344 16 144.902 25 388 nir -145.615 10 -64.401 25 -60.8 13 0 26 -1311.514 10 .001 26 389 5 'n.. 145.599 4 0 26 60.802 7 579.6 25 1308.992 16 193.203 25 390 n[Ir -145.615 LO -64.401 25 -60,8 13 0 26 -1311.885 10 .002 26 391 M48 - 1 "n.. 147.2 1 0 26 241.6 4 0 1 .003 22 0 15 392 nir -147.2 7 -74.2 25 -241.601 22 0 1 -.004 16 0 3 393 2 "n.. 147.2 1 0 26 241.6 4 0 1 543.597 4 166.95 25 394 nir -147.2 7 -74.2 25 -241.601 22 0 1 -543.602 10 0 26 395 1 3 n.. 147.2 1 0 26 241.6 4 0 1 1087.196 141 333.9 25 396 1 min -147.2 7 1 -74.2 25, -241.601 22 0 1 -1087.201 10 0 26 397 4 'n., 147.2 1 0 26 241.6 4 0 1 1630.796 4 500.85 25 398 nir -147.2 7 -74.2 25 -241.601 22 0 1 -1630.802 22 0 26 399 5 'n.. 147.2 1 0 26 241.6 4 0 1 2174.395 4 667.8 25 400 An -147.2 7 -74.2 25 -241.601 22 0 j- -2174.404 22 0 26 401 M49 I 'n.. 241.592 4 0 26 147.2 7 667.8 25 2174.401 16 .004 26 402 nir -241.592 10 -74.2 25 -147.2 1 0 26 -2174.401 10 -.001 27 403 2 'n.. 241.592 4 0 26 147.2 7 667.8 25 2175.553 16 55.65 1 25 404 nir -241.592 10 -74.2 25 -147.2 1 0 261-2173.197 22 .004 26 405 1 13 Im-4 241.592 4 0 26 147.2 7 667.8 25 2176.706 16 111.3 25 406 mlr_-241.592 10 -74.2 251 -147.2 1 0 26 -2171.994 22 .004 26 407 4 m.. 241,592 4 0 26 147.2 7 667.8 25 2177.859 16 166.95 25 408 mir -241.592 10 -74.2 25 -147.2 1 0 26 -2170.79 22 .004 26 409 5 m.. 241.592 4 0 26 147.2 7 667.8 25 2179.011 16 222.6 25 410 mir -241,592 10 -74.2 25 -147.2 1 0 26 -21jQ9.587 22...003 26 411 M50 1 m.- 0 1 .002 27 .01 27 0 1 0 1 0 1 412 0 1 -.002 1 -.001 1 0 1 0 1 0 1 413 --mlr 2 m.. 50.808 27 -16.325 21 36.529 9 473.417 211 307.322 161 16.836 1 24 414 min 15.585 18, -105.128 27 1.948 15, -554.819 3 -873.578 10 -1610-198 27 415 3 42.59 - 11 U2 1�1 36.529 9 473.417 21 340.236 4 357.142 24 i 4 2 lzo 27 1.948 15 -554.819 3 -333.943 22 -373.7 6 4 M.- 34373 17 -16 2 1 36.529 9 473.417 21 528.828 271543.627 27 1 3.259 18� _JC�Z25 . 1 28 �27 1.948 15 -554.819 a 77.864 24 -12.72 19 5 m.. 28 251 113.63 11 113.613 10 0 1 0 1 0 1 i 0 261 -113.623 17 -11 q R9 r A RISA-3D Version 14.0.1 [T:\ ... \ ... \ ... \ ... \ ... \RIVERPARK - Antenna Mount Analysis.r3d] Page 11 Company APX Engineering Group, LLC Apr27,2018 INORMAJob Designer E.Diaz 2:24 PM Number 18-0163.22 Checked By: M. Phillips Model Name RiVERPARK - Antenna Mount Analysis Envelope Joint Reactions .W�f x rlhl 1 r. Y nhI LQ Z 11h] LC mx rih-jnl LC MY fib -in] LC MZ nb-inl LC i N33 � 1130.7 22 19 674.101 27� 1624.16 221 530.293 1141 0 1 8301.49 27J 2 rr ral imini -2787.Q91 1 177.158 � 126� -1711.032 14 1-5121.5491271 0 11 1748.929 2_6� 1 3 N34 �3� 2194.396 171 736.883 1271 1490.761 1101 135.616 1131 0 11 1 T5_32.842 27 1 4 '1 Iminj -649.802 1131 195.051 1261 -1407.132 1161-4791.1961271 0, 11 11501.455 261 RISA-31D Version 14.0.1 [T:\ ... \ ... \ ... \ ... \ ... \RIVERPARK - Antenna Mount Analysis.r3d] Page 12 Standoff Connection Check In Accordance With AISC LRFD 14th Edition AT&T APX Engineering Group, LLC RIVERPARK(FA#10016792),18-0163.22 a 3400 Lakeside Drive, #525, Miramar, FL 33027 E.Diaz, Ap612018 ING I.K 1 2 1 ING G 10 U I Paqe I of T IlLoads and Dimensions Reactions (Factored) R.=[-�2�,800 lbs Ry=j !7.5,0, jibs R�=j 750 1 lbs M.= 5,150 lb -in FT1 570 My=j 0 lb -in M, = � 7,550 lb -in Connection Dimensions dj= 9.5 in FY57 c12 = L_�.O � in 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 + [ M� / jj,7+-d-2z--Y 2 , F(R/4)r+ (Rz/4)7 Vu = 741 lbs per bolt Maximum Bolt Tension T. = (Rx/4) + (MY/dl/2) + (Mz/d2/2) T,, = 2,588 lbs per bolt Bolt Capacity ASTM A36,112" 0 d, = 10 in Member Local Axes Rz �T,, = 6,406 lbs (Bolt Design Tensile Strength, AISC Eq. J3-1) �Vn = 3,844 lbs (Bolt Design Shear Strength, AISC Eq. J3-1) R. f, = 3,775 psi (Bolt Required Shear Stress, AISC J3.7) F,,t = 1.3F,,t - (17,,t/OF�jf, > F,,t = 43,500 psi (Modified Nominal Tensile Stress, AISC Eq. J3-3a) = 48,161 psi (Thus, Fnt Governs) M �R, = 6,406 0 (Bolt Available Tensile Strength, AISC Eq. .13-2) T. :5 �R,, OK Mz RY 40.4% Stressed in Tension, 19.3% Stressed in Shear, 40.4% Stressed Combined Licensor Contract No.: 57797 Licensee Fixed Asset No.: 10016792 SECOND AMENDMENT TO SCHEDULE TOWER SPACE LICENSE FOR MODIFIED SITES This Second Amendment (the "Second Amendment') to that certain Schedule Tower Space License For Modified Sites dated July 9, 2003, by and between American Towers LLC and BellSouth Mobility LLC as amended by that certain First Amendment to Schedule Tower Space License For Modified Sites dated March 31, 2008, as modified by that certain Application Approval Letter dated March 10, 2011, as modified by that certain Application Approval Letter dated September 20, 2012 (as amended, the "Agreement'), is made and entered into as of the latter signature date hereof, by and between American Towers LLC, a Delaware limited liability company ("Licensor") and New Cingular Wireless PCS, LLC, a Delaware limited liability company, as successor -in -interest to the Agreement ("Licensee"). RECITALS WHEREAS, Licensee desires to modify its equipment and/or ground space at the Tower Facility described below. NOW, THEREFORE, for and in consideration of the mutual covenants contained herein and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereby agree as follows: I . Tower Facility. The Agreement being amended by this Second Amendment is for the Tower Facility identified below: Licensor Site Name/Number: RelayTower/5 080 Licensee Site Name/Number: RIVER PARK / N/A 2. Modification To FAuipnent. Notwithstanding anything to the contrwy in the Agreement, Licensee's current permitted equipment configuration and ground space under the Agreement is hereby modified to be as set forth on Exhibit C-2 attached hereto. 3. License Fee Increase' Effective upon the earlier to occur of: i) the issue date of the NTP by Licensor; or ii) the commencement of construction or installation of Licensee's equipment; or iii) the date on which Licensor notifies Licensee that the applicable site is ready for the installation of Licensee's equipment, the License Fee shall be increased by One Thousand Sixty Seven and 10/100 Dollars ($1,067.10) per month (the "Increase"). The Increase for any fractional month at the beginning or end of that period shall be appropriately prorated. The parties agree that the Increase was calculatedas follows: RRU $97.85 6 $587.10 BOB $50.00 1 $50.00 Hybrid/DC line (up to .511) $50.00 1 $50.00 Hybrid/DC line (up to .9") $95.00 4 $380.00 Total "Increase" $1,067.10 4. Equipment Rights as of December 31, 2015. Notwithstanding the equipment and ground space shown on Exhibit C-2 attached hereto, any equipment that was previously licensed under the Agreement but was not installed as of December 31, 2015 shall no longer be considered part of Licensee's permitted equipment configuration. The parties acknowledge and agree that inclusion of Licensor Contract No.: 57797 Licensee Fixed Asset No.: 10016792 certain equipment and ground space on Exhibit C-2 attached hereto shall not constitute a waiver of Licensor's ability to adjust the permitted equipment configuration to reflect what was installed as of December 31, 2015. The equipment and ground space shown on Exhibit Cm2 attached hereto may be subject to adjustment based on subsequent determination of Licensee's installation as of December 31, 2015. The parties agree to memorialize any additional increase in the License Fee resulting from the aforementioned adjustment. 5. Structural Modifications. Licensor and Licensee mutually agree that structural modifications or repairs shall be made to ih Tower Facility on mutually agreeable terms to accommodate Licensee's installation. Licensor and Licensee agree and acknowledge that Licensee shall be responsible for all costs associated with said modifications or repairs. 6. Full Force and Effect. All terms and conditions set forth in the Agreement shall continue in full force and effect unless specifically modified herein. 7. Capitalized Terms. Capitalized terms contained herein, unless otherwise defined, are intended to have the same meaning and effect as set forth in the Agreement. [SIGNATURES ON FOLLOWING PAGE] IL Licensor Contract No.: 57797 Licensee Fixed Asset No.: 10016792 Agreed to and accepted by: LICENSOR: Signed, sealed an.d delivered in American Towers LLC, a Delaware limited the resene of: liability comp A 71 By: Name: Margaret Robimon Sulljot Geun6e' Title: Da te: Signed, sealed and delivered in the presence of: Vi essef Witnesi — Agreed to and accepted by: LICENSEE: New Cingular Wireless PCS, LLC, a Delaware limited liability company By: AT&T Mobility Corporation Its. Manager Henry Galan Name: Area Man ager R E & Construction Title: Date:, O'A-6 /-;10/ 7 Licensor Contract No.: 57797 Licensee Fixed Asset No.: 10016792 Exhibit C-2 Exhibit C-2 Customer Name: ATC Asset Name: ATC Asset N: AT&TMOBLITY Relay Tower 6080 CustornarSite Name; Customer Site M RIVER PARK N/A Total Lease Area Sq. Ft: 336,00- Prmnary Contiguous Lease Area 1-:12.00' W:28.W H: Sq. Ft: 3W00 Customer Building 11.50- 20.00- WA 230.00 Outside Prinnaln, Lease Am, NIA NIA WA Sq. FL N)A ME Z Generator. NIA Capacity(Kill): NIA Fuel Tank Size(gal): WA Fuel Type: NIA Fuel Tank Setteack(ranflus); NIA Power Provided By: Utility Company Direct Telcofintsmonnect N/A Type: N/A Quantity: NIA TX Poweqeatts): WA ERP(watts): N/A I&I Ap e Q -A NO Uru Ir Type PANEL SOBIS SB RRUIRRH RRUIRRH N/A WA Manufacturer Commompe Raycap Ericsson Ericsson N/A NIA Model 0 SBNHH-11)858 DC6-4MD-l8-8F RRUS3282 RRUS 11 (Band 12) NIA N/A (72.9-1) (20.1'Height) (65 lb) Dimensions HxWxD 72.9- x 11.9- x 7.1- 20,1'x 18.2- x 6.4- 27.2'x 12.1- x 7- l7.8'xl7-x72' N/A NIA Weight(lbs.) 42.1 16.0 63,0 55.0 NIA NIA Location Tower Tower Tower Tower NIA NZA RAD Center AGL 190.0- 190.0- 190.01 190'a- NZA N/A Antenna Tip Height 193.0- 190.8- 191.1- 190.7' N/A N/A Antenna Base Height 187.01 189.2- 188.9' 189.31 WA N/A MountType N/A Sector Frame NIA Sactor-Frame NIA WA Quantity 9 2 6 6 N/A NIA ftinuffislDir. of Radiation 345186/240 346/85 345/851240 345185/240 N/A N/A Quart Par Azimuth/Sector 313M ill WP2 2/2t2 NZA N/A TXIRX Frequency Units MHz N/A N/A N/A N/A NIA TX Frequency 86M94/1940-1950 NIA WA N/ A NIA N/A RX Frequency 824-849/186&1870 NIA WA N/A NIA NIA Using Unlicensed Freq..nca.? No No No No NZA N/A Antenna Gain 12.4 /12.3114.91 16.6 /15,8115.8 N/A NIA WA N/A NIA Total If of Lin.. --LP., 12 3 0 3 N/A INIA Tin. Q .. AzImuthlSector 4/414 See Config. Summary NIA See Ccnfig. Summary N/A NIA Lin. Type Coax Multiple WA Multiple NIA NZA Line Diametar Size 15/8" Coax See Config. Summary NZA See Config. Summary NIA N/A 2 - Control Cable; I - FliberMyladd: 0.78'(19.7mm) 8 0.39" (10mm) Fiber Line Configuration N/A AWG 6; 111 NIA Trunk: V010 N/A N/A I - Filber/Hybrid; 2 - Control Cable; 0.39" (10mm) Fiber 0.78'(19.7mm) 8 TmnK; 110 AWG 8: 11110 R�o�WF?03 A jqoj� (/6 September 11, 2018 ReCENZO a Saint Lucie County Planning & Development Services JAN 0 4,2019 E N G IN E E R ING G RO UP Building & Code Regulation Division PerMitting DepartM 2300 Virginia Avenue St L�cle CO,,rIty,nt Fort Pierce, FIL 34982 SCANNED BY Subject: Special Inspection Letter of Intent St. Lucie County AT&T Site: RIVERPARK [FA# 10016792] Site Address: 1480 Dyer Road, Port Saint Lucie, Saint Lucie County, IFIL 34952 APX Project: 18-0163.22 Dear Sir or Madam: APX Engineering Group, LLC (APX) understands that Saint Lucie County requires that, as special inspector for the subject construction project, APX supplies specifications setting forth the procedures to be taken for the required inspections. The purpose of these inspections will be to determine if the installatio * n of the antenna equipment is in substantial accordance with the approved construction drawings prepared by APX dated September 11, 2018. Such special inspections will be performed in accordance with Section 110.10.1.1 ofthelFlorlda Building Code and will include, but not be limited to, thefollowing: .1 1. Inspect mounting of proposed remote radio units (RRUs) to proposed antenna mounts and anchoring and spacing of proposed antenna mounts. I- I Copies of the inspections shall be sent to the Building Department on a weekly basis, and the final letter of completion will be provided at the completion of the final inspection. This letter has been prepared for the purpose of fulfilling the requirements of Saint Lucie County with respect to the specific installation described. It is intended for the exclusive use of Saint Lucie County and AT&T. The information, assumptions and recommendations contained in this letter should not be used by others for any purpose without express written authorization from APX. Should you have any questions or wish to discuss any aspect of this letter, please do not hesitate to contact the undersigned. Sincerely, APX Engineering Group, LLC Michael A. Phillips, P.E. Chief Engineer SEP 1 1 Eliezer Diaz, P.E. Senior Engineer Flori da License #85219 I _1111M as ' Te , q ` ,Netw'ork S.61010-n's j4r_,fmoLr 2ojnf!ou;! Gary Stepalavich Building Official St Lucie County Building Department 2300 Virginia Avenue Ft Pierce, FL 34982 RE: Permit Extension - Permit *SLCa9Qt-.Q066c- 1480 Dyer Road - Regarding Federally Protected Bird on wireless tower Dear Mr. Stepalavich, MasTec Network Solutions has run into an environmental issue at the above referenced address regarding an Osprey nest. We are, ready to move forward with the proposed work however we have an issue as an Osprey has laid a -pair of eggs in the nest on the tower and we are unable to do the work until the birds hatch and become large enough to leave the nest. Please find the attached pictures for your reference. Please advise on what we should do regarding the open permit that will expire before we are able to complete the work. MasTec would like to know what the best option is so we can have the permit ready when we are ready to do the build later this year once the birds are gone. S Mad�w General Contractor - CGC1515769 -A asTiea c Network Solutions' 6100 Broken Sound Parkway, Suite 6, Boca Raton, FL 33487 Office: (561) 962-9838 - Fax: (561) 988-5829 Email: Stanley.maelin@mastec.com www.mastednetworksolutions.cbm Sworn Wor affirmed) and subscribed b ore me this day of 20!9! by Notary Name YP (Print, Type or Sta Personally known _1L or Produced Identification Type of Identification Produced JUL 12 2019 Permitting Department St. Lucie County, FL Y:ANET RODRIGUEZ Pu Ic a of Notary Public - State of Florida C mi 1 2 59 (Immisslon # GG 325980 My Comm. ExpirOS Apr 21. 2023 110ndta thrOugh National DNotaryAssn. Lydia Galbraith From: Rorey Wanliss < Rorey.Wanliss@mastec.com> Sent: Thursday, February 07, 2019 11:03 AM To: Lydia Galbraith Subject: RE: Report-FL-Review-Comments-Noncompliantjrf.pdg;- Attachments: NR304-RIVERPARK SECOND AMENDMENT TO SCHEDUI!E�PDWER SPACE LICENSE FOR MODIFIED SITES-FE.PDF; 09100930 increase 10-9-12.pdf,, 09100930 NB.PDF; Security Bond Document.doc Rorey E Wanfiss Site Acquisition Project Manager SFL 6100 Broken Sound Pkwv Suite 61 Boca Raton, FL 3 )3487 Cel I - 954 801-4949 Rorey.waiiliss@mastee.comlwww.niasteeneUvork,golittions.com NOTICE: Tire information contained in this email and my document attached hereto is intended only for the named recipient(s). If you are not the intended recipient, nor the employee or agent responsible for delivering this message in confidence to the intended recipient(s), you are hereby notified that you have received this transmittal in error, and any review, dissemination, distribution or copying of this transmittal or its attachments is strictly prohibited. If you have received this transmittal and/or attachments in error, please notify me immediately by reply e-mail and then delete this message, including any attachments From: Lydia Galbraith <galbraithl@stlucieco.org> Sent: Tuesday, January 08, 2019 4:15 PM To: Rorey Wanliss <Rorey.Wanliss@mastec.com> Cc: _WT - Boca Raton Permitting <Boca RatonPermitting@mastec.com> Subject: (External] Report-FL-Review-Comments-Noncompliant_jrf.pdf, 1901-0066 Attention: This email was sent from someone outside of MasTec. Please use caution when opening attachments or clicking on links in emails which are unexpected or arrive from unknown senders. Dear Applicant: Attached please find the Zoning review comments and list of missing documents. If you have any questions, please let me know. Thank you, Lydia GaCbraith, Zoning Specialist Building and Code Regulation (772) 462-1555 galbraithl@stlucieco.org a=M,�==z=M 2016-2018 ';At�p d(R$ to work,