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Home My WebLink AboutAPPROVED, 2.Structural AnalysisCBVR Telecom Design Group | 6505 N Himes Ave | Tampa, FL 33614 770.853.1233 | FL COA No. 31014 Date:February 1, 2021 Mr. Jhonathan Montenegro Verizon Wireless CBVR Telecom Design Group 7701 E Telecom Pkwy 6505 N Himes Ave Temple Terrace, FL 33637 Tampa, FL 33614 Subject: Structural Analysis Report Carrier Designation: Verizon Wireless Site Name:Sands on the Ocean PSLC No.:280707 CBVR Project No.:VZW.119.20 CBVR Eng. File No.:20 01134.EP Location Data:3100 N. A1A Sands on the Ocean Section 1 Condo, Fort Pierce St. Lucie County, FL 34949 Lat: 27°Long:80° Equipment Platform Analysis Dear Mr. Montenegro, CBVR Telecom Design Group is pleased to submit this Analysis to determine the structural integrity of the above mentioned connections. The purpose of this analysis is to determine whether the existing alpha sector mount and equipment platform can support the proposed appurtenance configuration. This analysis has been performedin accordance with TIA 222 H, ASCE 7 16, and the 2020 Florida Building Code, 7 th Edition, based on a Risk Category II ultimate wind speed of 160 MPH for Exposure Category D. Thisanalysisindicatesthattheexistingalphasectormountandequipmentplatformareadequate for supporting the proposed appurtenance configuration. A structure rating of 105% or less is within engineering tolerances and is considered to be acceptable. Results: Alpha Mount Capacity: 97.8% Pass Equipment Platform Capacity: 103% Acceptable Please do not hesitate to call with any comments or concerns. Sincerely, Christian MacKay, P.E. Hugh Reilly, P.E. Lead Structural Engineer Principal Florida P.E. No. 78797 Florida P.E. No. 72410 02/11/2021 CBVR Telecom Design Group | 6505 N Himes Ave | Tampa, FL 33614 770.853.1233 | FL COA No. 31014 2 Date: February 1, 2021 280707 Sands on the Ocean VZW.119.20 / 20 01134.EP Index Sheet Deliverable: Structural Analysis Structure: Equipment Platform Analysis Site Address: 3100 N. A1A Sands on the Ocean Section 1 Condo, Fort Pierce St. Lucie County, FL 34949 Building Code: Florida Building Code, 7 th Edition, 2020 Computer Programs: RISA 3D (v19.0.1), Hilti PROFIS (v3.0.67), Microsoft Excel Index: Cover Page 1 Index 2 Introduction 3 Analysis Criteria 3 Proposed Equipment and Feed Lines 3 Existing and Reserved Equipment and Feed Lines 3 Analysis Procedure 4 Source Documents 4 Analysis Methods 4 Assumptions 4 Analysis Results 5 Member and Connection Capacities 5 Conclusions 5 Disclaimer of Warranties 6 Appendix A PMI Requirements 3 Pages Appendix B Analysis Software Output 41 Pages All items were completed by CBVR Telecom Design Group unless noted otherwise. Professional Engineer in Responsible Charge: Christian MacKay, P.E. Hugh Reilly, P.E. Lead Structural Engineer Principal Florida P.E. No. 78797 Florida P.E. No. 72410 02/11/2021 CBVR Telecom Design Group | 6505 N Himes Ave | Tampa, FL 33614 770.853.1233 | FL COA No. 31014 3 Date: February 1, 2021 280707 – Sands on the Ocean VZW.119.20 / 20‐01134.EP 1) INTRODUCTION The existing rooftop site is located in St. Lucie County, FL. The following mounts modifications have been considered for this analysis:  At Alpha sector (1) P2” Std x 6’ mounted to the middle of the existing sector frame. Mount details have been obtained from the Mount Mapping and Previous Construction Drawings mentioned below in Table 3. 2) ANALYSIS CRITERIA This analysis has been performed in accordance with TIA‐222‐H, ASCE 7‐16, and the 2020 Florida Building Code, 7th Edition for the following requirements. Ultimate Wind Speed: 160 MPH 3‐sec gust Wind Speed with Ice: 30 MPH Ice Thickness: 0” Service Wind Speed: 60 MPH 3‐sec gust Risk Category: II Exposure Category: D Topographic Category: 1 Table 1 – Proposed Equipment and Feed Line Information Carrier Center Line Elevation (ft) Quantity Equipment Manufacturer Equipment Model Number of Feed Lines Feed Line Size (in) Note Verizon 143 2 TBD L‐Sub6 1 12/24 Hybrid 1 2 Ericsson Radio 4449 2 Ericsson Radio 8843 147 1 TBD L‐Sub6 ‐ 1 Ericsson Radio 4449 1 Ericsson Radio 8843 ‐ 1 Raycap OVP‐12 ‐ Notes: 1) The proposed antennas are to be mounted to Beta and Gamma sector mounts and have been considered in a separate analysis. Table 2 – Existing and Reserved Equipment and Feed Line Information Carrier Center Line Elevation (ft) Quantity Equipment Manufacturer Equipment Model Number of Feed Lines Feed Line Size (in) Note Verizon 143 4 CSS X7CQAP‐665‐VR0 12 3 1‐5/8 1.55” Hyb 1 2 Raycap RC3DC‐3315‐PF‐48 147 2 CSS X7CQAP‐665‐VR0 ‐ 1 Raycap RC3DC‐3315‐PF‐48 Notes: CBVR Telecom Design Group | 6505 N Himes Ave | Tampa, FL 33614 770.853.1233 | FL COA No. 31014 4 Date: February 1, 2021 280707 – Sands on the Ocean VZW.119.20 / 20‐01134.EP 1)The existing equipment is mounted to the Beta and Gamma sector mounts and have been considered in a separate analysis. 3)ANALYSIS PROCEDURE Table 3 – Source Documents Document Remarks Source RFDS Site Name: Sands on the Ocean PSLC: 280707 dated: 02/03/2021 Verizon Wireless Previous Structural Analysis JWMEngineering, LLC Site Name: Sands on the Ocean Site #: 68870 dated: 04/28/2014 Verizon Wireless Previous Construction Drawings Kimley‐Horn Site Name: Sands on the Ocean Site #: 68870 dated: January 2016 Verizon Wireless Mount Mapping Tower Engineering Professionals Site Name: Sands on the Ocean Site #: 16247263 dated: 10/29/2020 Verizon Wireless 3.1) Analysis Method RISA 3D version 19.0.1 and Hilti PROFIS version 3.0.67, commercially available software packages, were used to calculate the mount and platform member and slab connection capacities. Microsoft Excel was used to calculate the wind loading. Selected output from the analysis is included in Appendix B. 3.2) Assumptions This engineering analysis is based upon the theoretical capacity of the structure. It is not a condition assessment of the building or structures. It has been compiled from information supplied, and therefore, its results are based on and are as accurate as that supplied data. CBVR Telecom Design Group has made no independent determination of its accuracy. 1)Structures were built and installed in accordance with the manufacturer’s specifications. 2)Existing and reserved loads have been obtained from the Mount Mapping and RFDS mentioned above in Table 3. 3)The load path to the building foundation is considered to be adequate due to the insignificant increase in loading compared to the overall building structure. 4)The rooftop slab is constructed from 8” thick uncracked concrete (normal weight) with a compressive strength of 2500‐psi. If any of these assumptions are not valid or have been made in error, this analysis may be affected, and CBVR should be allowed to review any new information to determine its effect on the structural integrity of the tower. CBVR Telecom Design Group | 6505 N Himes Ave | Tampa, FL 33614 770.853.1233 | FL COA No. 31014 5 Date: February 1, 2021 280707 – Sands on the Ocean VZW.119.20 / 20‐01134.EP 4) ANALYSIS RESULTS Table 4 –Member and Connection Capacities (Summary) Sector Component Check % Capacity Pass / Fail Alpha P2.0 Std (Mount Pipe) Unity Equation 83.1 Pass P5.0 X‐Str (Leg) Unity Equation 95.1 Pass P3.0 X‐Str (Face Pipe) Unity Equation 48.1 Pass Platform W10 x 33 (Beam) Unity Equation 103.0 OK W10 x 33 (Girder) Unity Equation 15.2 Pass P5.0 X‐Str (Leg) Unity Equation 13.2 Pass LL4x4x1/2x1/4 (Brace) Unity Equation 5.1 Pass 3/4"Ø Hilti KWIK Bolt TZ 6.75” Embedment Steel Shear 46.0 Pass Pryout 28.0 Pass Punching Shear 18.2 Pass Maximum Capacity Usage 103.0% Notes: 1) A structure rating of 105% or less is within engineering tolerances for the analysis methods and considered to be acceptable. 4.1) Conclusions The existing alpha sector mount and equipment platform were found to be adequate to support the proposed appurtenance configuration. CBVR Telecom Design Group | 6505 N Himes Ave | Tampa, FL 33614 770.853.1233 | FL COA No. 31014 6 Date: February 1, 2021 280707 – Sands on the Ocean VZW.119.20 / 20‐01134.EP Disclaimer of Warranties CBVR has not performed a site visit to the structure to verify the member sizes or antenna/coax loading unless noted otherwise. If the existing conditions are not as represented in this report, we should be contacted immediately to evaluate the significance of the discrepancy. This is not a condition assessment of the structure or foundation. This report does not replace a full structure inspection. The structure, foundations, and mounting systems are assumed to have been properly fabricated, erected, maintained, in good condition, twist free, and plumb. The engineering services rendered by CBVR in connection with this Structural Analysis are limited to a computer analysis of the structure and theoretical capacity of its main structural members. No allowance was made for any damaged, bent, missing, loose, or rusted members (above and below ground). No allowance was made for loose bolts or cracked welds. CBVR does not analyze the fabrication of the structure (including welding). It is not possible to have all the very detailed information needed to perform a thorough analysis of every structural sub‐component and connection of an existing structure. CBVR provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection detail, etc. The purpose of this report is to assess the feasibility of adding appurtenances usually accompanied by transmission lines to the structure. The attached sketches are a schematic representation of the analyzed structure. If any material is fabricated from these sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit, and clearance in the field. Any mention of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from CBVR, but are beyond the scope of this report. Miscellaneous items such as antenna mounts, etc., have not been designed or detailed as a part of our work. We recommend that material of adequate size and strength be purchased from a reputable tower manufacturer. CBVR makes no warranties, expressed and/or implied, in connection with this report and disclaims any liability arising from material, fabrication, and erection of this structure. CBVR will not be responsible whatsoever, for or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of CBVR pursuant to this report will be limited to the total fee received for preparation of this report. CBVR Telecom Design Group | 6505 N Himes Ave | Tampa, FL 33614 770.853.1233 | FL COA No. 31014 7 Date: February 1, 2021 280707 – Sands on the Ocean VZW.119.20 / 20‐01134.EP APPENDIX A PMI Requirements CBVR Telecom Design Group | 6505 N Himes Ave | Tampa, FL 33614 770.853.1233 | FL COA No. 31014 8 Date: February 1, 2021 280707 – Sands on the Ocean VZW.119.20 / 20‐01134.EP Mount Post Modification Inspection (PMI) Report Requirements Documents & Photos Required from Contractor – Passing Mount Analysis Purpose: To provide CBVR Telecom with the proper documentation in order to complete the required review of the PMI report.  Contractor is resposible for confirming the photos provided indicate that the installation was completed in accordance with this Passing Mount Analysis  Contractor shall notify CBVR of any information that can impact the performance of the mount, including any safety issues Base Requirements:  Any special photos outside of the standard requirements will be indicated on the Passing Mount Analysis.  Verification that the loading is as indicated in the Passing Mount Analysis and as shown in the site construction drawings. If loading deviates, contact CBVR immediately.  Each photo shall be time and date stamped.  Photos shall be high resolution and submitted in a .zip file and shall be organized in the file structure depicted in Schedule A below.  Contractor shall ensure that the safety climb wire rope, if applicable, is supported and not adversely impacted by the installation.  The photos in the file structure shall be submitted to hugh.reilly@cbvrtelecom.com  Packing slips for all materials.  Bolt tightening procedures. Photo Requirements:  Base and “During Installation” photos o Base pictures include  Photos of gate signs showing the site owner, site name and number  Photos of carrier shelter signs, if applicable  Photos of galvanizing compound and/or paint used, if applicable, clearly showing the brand name and label. o “During Installation” photos, if provided, must be placed only in this folder  Photos taken at ground level o Overall structure before and after construction. o Photos of the appropriate mount before and after construction. Photos must be provided for all sectors and elevations of the installation.  Photos taken at mount elevation o Photos showing each sector, if applicable, after installation of the equipment.  These photos shall also certify that the placement of the equipment on the mount is as depicted in the construction drawings. o Photos showing the anchors to be installed, hole diameter, hole depth, and instal torque achieved. CBVR Telecom Design Group | 6505 N Himes Ave | Tampa, FL 33614 770.853.1233 | FL COA No. 31014 9 Date: February 1, 2021 280707 – Sands on the Ocean VZW.119.20 / 20‐01134.EP Antenna & Equipment Placement and Geometry Confirmation: The contractor certifies that the antenna & equipment placement is in accordance with the construction drawings. The contractor notes that the antenna & equipment placement is NOT in accordance with the construction drawings, and has provided a diagram or redlines outlining the deviations. Certifying Individual: Company __________________________________________ Name __________________________________________ Signature __________________________________________ Special Instructions / Validation as required from CBVR or any other information the contractor has identified and deems necessary to share: CBVR Telecom Design Group | 6505 N Himes Ave | Tampa, FL 33614 770.853.1233 | FL COA No. 31014 10 Date: February 1, 2021 280707 – Sands on the Ocean VZW.119.20 / 20‐01134.EP Schedule A – Photo & Document File Structure VZW Site Number / Name Base & “During Installation” Photos Pre‐Installation Photos Alpha Beta Gamma Ground Level Tape Drop Post‐Installation Photos Alpha Beta Gamma Ground Level Tape Drop Photos of Safety Climb, if applicable Certifications – Submission of this document including certifications Any Specifically Requested Photos CBVR Telecom Design Group | 6505 N Himes Ave | Tampa, FL 33614 770.853.1233 | FL COA No. 31014 11 Date: February 1, 2021 280707 – Sands on the Ocean VZW.119.20 / 20‐01134.EP APPENDIX B Analysis Software Output Site No.: Project: CBVR Eng. File No.: Date: Wind Speed (V): 160 mph Zg = 700 ft Kzt =1 Exposure: D α = 11.5 Kd =0.85 Risk Category: II Kz =1.51 GCr =1.9 Heigh AGL (z): 136 ft Kzmin =1.03 qh = 84.21 psf Model Height (in) Width (in) Depth (in) Weight (lbs) Fwind (lb) 0 Deg Fv (lb) 0 Deg Fwind (lb) 90 Deg Fv (lb) 90 Deg Mounting Locations EBRE Cab. 80 36 38 4960 3199.8 3368.3 3377.6 3752.9 4 Dark Fiber 56.9 20 26 491 1264.4 1383.5 1643.7 2338.2 4 CUBE Cab. 84 32 32 1900 2986.5 3919.8 2986.5 3919.8 4 Junction Box 36 12 24 50 480.0 360.0 960.0 1439.9 4 (2) Ericsson 4449 18 13.2 9.4 70 264.0 252.8 188.0 128.2 2 OVP‐12 22 15.73 10.31 32 384.5 410.2 252.0 176.2 2 0.0 0.0 0.0 0.0 4 0.0 0.0 0.0 0.0 4 0.0 0.0 0.0 0.0 4 0.0 0.0 0.0 0.0 4 Upwind Equipment Fwind (lb) 0 Deg Fv (lb) 0 Deg Fwind (lb) 90 Deg Fv (lb) 90 Deg EBRE Cab. 0.0 0.0 0.0 0.0 Dark Fiber 1722.1 3116.9 1342.8 2619.1 CUBE Cab. 0.0 0.0 0.0 0.0 Dark Fiber 1935.5 2729.1 1733.9 2697.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Equipment Loading Notes Shielding in 0 deg Shielding in 0 deg Shielding in 180 deg Shielding in 180 deg Dark Fiber EBRE Cab. Dark Fiber Downwind Equipment CUBE Cab. Shielded Loading Site Info Parameters Project Data 280707 ‐ Sands on the Ocean VZW.119.20 20‐01134.EP 1/27/2021 Company Designer Job Number Model Name : : : : CBVR Telecom Design G… CJT VZW.119.20 / 20-01134.EP 280707 -Sands on the O… Checked By : CM 2/1/2021 11:54:59 AM RISA-3D Version 19 [ Sands on the Ocean (Platform wi…Page 1 Company Designer Job Number Model Name : : : : CBVR Telecom Design G… CJT VZW.119.20 / 20-01134.EP 280707 -Sands on the O… Checked By : CM 2/1/2021 11:54:59 AM RISA-3D Version 19 [ Sands on the Ocean (Platform wi…Page 2 Company Designer Job Number Model Name : : : : CBVR Telecom Design G… CJT VZW.119.20 / 20-01134.EP 280707 -Sands on the O… Checked By : CM 2/1/2021 11:54:59 AM RISA-3D Version 19 [ Sands on the Ocean (Platform wi…Page 3 Company Designer Job Number Model Name : : : : CBVR Telecom Design G… CJT VZW.119.20 / 20-01134.EP 280707 -Sands on the O… Checked By : CM 2/1/2021 11:54:59 AM RISA-3D Version 19 [ Sands on the Ocean (Platform wi…Page 4 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rule Area [in²]Iyy [in⁴]Izz [in⁴]J [in⁴] 1 Girder W10X33 Beam Wide Flange A992 Typical 9.71 36.6 171 0.583 2 Beam W10X33 Beam Wide Flange A992 Typical 9.71 36.6 171 0.583 3 Cross Beam W10X33 Beam Wide Flange A992 Typical 9.71 36.6 171 0.583 4 Channel C8X11.5 Beam Channel A992 Typical 3.37 1.31 32.5 0.13 5 Leg HSS6.000X0.500 Column HSS Pipe A500 Gr.B RND Typical 8.09 31.2 31.2 62.4 6 Brace LL4x4x8x6 VBrace Double Angle (No Gap)A36 Gr.36 Typical 7.5 29.1 11 0.644 7 Handrail Vert.PIPE_1.5 Column HSS Pipe A53 Gr.B Typical 0.749 0.293 0.293 0.586 8 Handrail Horz.PIPE_1.5 Beam HSS Pipe A53 Gr.B Typical 0.749 0.293 0.293 0.586 9 Kick Plate 4x1/4_HRA Beam RECT A36 Gr.36 Typical 0.5 0.000651 0.667 0.003 10 Mount Leg PIPE_5.0X Column HSS Pipe A53 Gr.B Typical 5.73 19.5 19.5 39 11 Mount Face PIPE_3.0X Beam HSS Pipe A53 Gr.B Typical 2.83 3.7 3.7 7.4 12 Mount Pipe PIPE_2.0 Column HSS Pipe A53 Gr.B Typical 1.02 0.627 0.627 1.25 Hot Rolled Steel Design Parameters Label Shape Length [in]Lb y-y [in]Lb z-z [in]Lcomp top [in]Lcomp bot [in]L-Torque [in]K y-y K z-z Function 1 LEG2 Leg 23 Lbyy 1 1 Gravity 2 LEG1 Leg 23 Lbyy 1 1 Gravity 3 LEG3 Leg 23 Lbyy 1 1 Gravity 4 LEG4 Leg 23 Lbyy 1 1 Gravity 5 GIRDER1 Girder 156.115 Segment Segment Lbyy 1 1 Gravity 6 GIRDER2 Girder 167 Segment Segment Lbyy 1 1 Gravity 7 BEAM4 Beam 232 Segment Segment 184 Segment 1 1 Gravity 8 BEAM2 Beam 232 Segment Segment 185.38 Segment 1 1 Gravity 9 BEAM1 Beam 232 Segment Segment 187.58 Segment 1 1 Gravity 10 BEAM3 Beam 232 Segment Segment 188.38 Segment 1 1 Gravity 11 BEAM5 Beam 232 Segment Segment 190 Segment 1 1 Gravity 12 CBEAM6 Cross Beam 36 Lbyy 1 1 Gravity 13 CBEAM1 Cross Beam 57 Lbyy 1 1 Gravity 14 CBEAM7 Cross Beam 21 Lbyy 1 1 Gravity 15 CBEAM8 Cross Beam 42 Lbyy 1 1 Gravity 16 CBEAM2 Cross Beam 36 Lbyy 1 1 Gravity 17 CBEAM9 Cross Beam 57 Lbyy 1 1 Gravity 18 CBEAM10 Cross Beam 21 Lbyy 1 1 Gravity 19 CBEAM3 Cross Beam 42 Lbyy 1 1 Gravity 20 CBEAM4 Cross Beam 36 Lbyy 1 1 Gravity 21 CBEAM11 Cross Beam 57 Lbyy 1 1 Gravity 22 CBEAM12 Cross Beam 21 Lbyy 1 1 Gravity 23 CBEAM5 Cross Beam 42 Lbyy 1 1 Gravity 24 CHANNEL1 Channel 36 Lbyy 1 1 Gravity 25 CHANNEL2 Channel 57 Lbyy 1 1 Gravity 26 CHANNEL3 Channel 21 Lbyy 1 1 Gravity 27 CHANNEL4 Channel 42 Lbyy 1 1 Gravity 28 CHANNEL5 Channel 42 Lbyy 1 1 Gravity 29 CHANNEL6 Channel 21 Lbyy 1 1 Gravity 30 CHANNEL7 Channel 57 Lbyy 1 1 Gravity 31 CHANNEL8 Channel 36 Lbyy 1 1 Gravity 32 BRACE4 Brace 12.4 Lbyy 1 1 Lateral 33 BRACE5 Brace 28.796 Lbyy 1 1 Lateral 34 BRACE6 Brace 26.613 Lbyy 1 1 Lateral 35 BRACE2 Brace 12.4 Lbyy 1 1 Lateral 36 BRACE3 Brace 12.4 Lbyy 1 1 Lateral 37 BRACE7 Brace 26.613 Lbyy 1 1 Lateral Company Designer Job Number Model Name : : : : CBVR Telecom Design G… CJT VZW.119.20 / 20-01134.EP 280707 -Sands on the O… Checked By : CM 2/1/2021 11:54:59 AM RISA-3D Version 19 [ Sands on the Ocean (Platform wi…Page 5 Hot Rolled Steel Design Parameters (Continued) Label Shape Length [in]Lb y-y [in]Lb z-z [in]Lcomp top [in]Lcomp bot [in]L-Torque [in]K y-y K z-z Function 38 BRACE8 Brace 26.613 Lbyy 1 1 Lateral 39 BRACE1 Brace 12.4 Lbyy 1 1 Lateral 40 LEG1_1 Mount Leg 173 Lbyy 2.1 2.1 Lateral 41 LEG2_1 Mount Leg 173 Lbyy 2.1 2.1 Lateral 42 FACE2 Mount Face 89 78 78 1 1 Lateral 43 FACE1 Mount Face 89 78 78 1 1 Lateral 44 MP1 Mount Pipe 96 Segment Segment 1 1 Lateral 45 MP3 Mount Pipe 96 Segment Segment 1 1 Lateral 46 MP2 PIPE_2.0 72 Segment Segment 1 1 Lateral Member Point Loads (BLC 1 : Dead) Member Label Direction Magnitude [lb, lb-ft]Location [(in, %)] 1 BEAM3 Y -1240 48 2 BEAM1 Y -1240 48 3 BEAM3 Y -1240 84 4 BEAM1 Y -1240 84 5 BEAM3 Y -122.8 88 6 BEAM1 Y -122.8 88 7 BEAM3 Y -122.8 106 8 BEAM1 Y -122.8 106 9 BEAM3 Y -475 110 10 BEAM1 Y -475 110 11 BEAM3 Y -475 142 12 BEAM1 Y -475 142 13 LEG2 Y 0 0 14 LEG2 Y 0 0 15 LEG2 Y 0 0 16 LEG2 Y 0 0 17 LEG2 Y 0 0 18 BEAM4 Y -12.5 10 19 BEAM4 Y -12.5 34 20 MP1 Y -35.7 %40 21 MP1 Y -35.7 %80 22 MP2 Y -40.8 %25 23 MP2 Y -40.8 %75 24 MP3 Y -35.7 %40 25 MP3 Y -35.7 %80 Member Point Loads (BLC 2 : Wult 0 deg) Member Label Direction Magnitude [lb, lb-ft]Location [(in, %)] 1 BEAM3 X 800 48 2 BEAM1 X 800 48 3 BEAM3 X 800 84 4 BEAM1 X 800 84 5 BEAM3 X 468.9 110 6 BEAM1 X 468.9 110 7 BEAM3 X 468.9 142 8 BEAM1 X 468.9 142 9 BEAM3 Y 1684.1 48 10 BEAM1 Y 1684.1 48 11 BEAM3 Y -1684.1 84 Company Designer Job Number Model Name : : : : CBVR Telecom Design G… CJT VZW.119.20 / 20-01134.EP 280707 -Sands on the O… Checked By : CM 2/1/2021 11:54:59 AM RISA-3D Version 19 [ Sands on the Ocean (Platform wi…Page 6 Member Point Loads (BLC 2 : Wult 0 deg) (Continued) Member Label Direction Magnitude [lb, lb-ft]Location [(in, %)] 12 BEAM1 Y -1684.1 84 13 BEAM3 Y 1703 110 14 BEAM1 Y 1703 110 15 BEAM3 Y -1703 142 16 BEAM1 Y -1703 142 17 BEAM4 X 120 34 18 BEAM4 X 120 10 19 MP1 X 491.9 %40 20 MP1 X 491.9 %80 21 MP2 X 207.5 %25 22 MP2 X 207.5 %75 23 MP3 X 491.9 %40 24 MP3 X 491.9 %80 Member Point Loads (BLC 3 : Wult 90 deg) Member Label Direction Magnitude [lb, lb-ft]Location [(in, %)] 1 BEAM3 Z 844.4 48 2 BEAM1 Z 844.4 48 3 BEAM3 Z 844.4 84 4 BEAM1 Z 844.4 84 5 BEAM3 Z 388.9 88 6 BEAM1 Z 388.9 88 7 BEAM3 Z 388.9 106 8 BEAM1 Z 388.9 106 9 BEAM3 Z 746.6 110 10 BEAM1 Z 746.6 110 11 BEAM3 Z 746.6 142 12 BEAM1 Z 746.6 142 13 BEAM3 Y 1876.5 48 14 BEAM3 Y 1876.5 84 15 BEAM1 Y -1876.5 48 16 BEAM1 Y -1876.5 84 17 BEAM1 Y -972.2 88 18 BEAM1 Y -972.2 106 19 BEAM3 Y 972.2 106 20 BEAM3 Y 972.2 88 21 BEAM1 Y -1959.9 110 22 BEAM1 Y -1959.9 142 23 BEAM3 Y 1959.9 110 24 BEAM3 Y 1959.9 142 25 BEAM4 Z 240 10 26 BEAM4 Z 240 34 27 MP1 Z 281.2 %40 28 MP1 Z 281.2 %80 29 MP2 Z 110.6 %25 30 MP2 Z 110.6 %75 31 MP3 Z 281.2 %40 32 MP3 Z 281.2 %80 Company Designer Job Number Model Name : : : : CBVR Telecom Design G… CJT VZW.119.20 / 20-01134.EP 280707 -Sands on the O… Checked By : CM 2/1/2021 11:54:59 AM RISA-3D Version 19 [ Sands on the Ocean (Platform wi…Page 7 Member Point Loads (BLC 4 : Wult 180 deg) Member Label Direction Magnitude [lb, lb-ft]Location [(in, %)] 1 BEAM3 X -746.6 142 2 BEAM1 X -746.6 142 3 BEAM3 X -746.6 110 4 BEAM1 X -746.6 110 5 BEAM3 X -522.2 84 6 BEAM1 X -522.2 84 7 BEAM3 X -522.2 48 8 BEAM1 X -522.2 48 9 BEAM3 Y -1494.1 48 10 BEAM1 Y -1494.1 48 11 BEAM3 Y 1494.1 84 12 BEAM1 Y 1494.1 84 13 BEAM3 Y 1959.9 142 14 BEAM1 Y 1959.9 142 15 BEAM3 Y -1959.9 110 16 BEAM1 Y -1959.9 110 17 BEAM4 X -120 34 18 BEAM4 X -120 10 19 MP1 X -491.9 %40 20 MP1 X -491.9 %80 21 MP2 X -207.5 %25 22 MP2 X -207.5 %75 23 MP3 X -491.9 %40 24 MP3 X -491.9 %80 Member Point Loads (BLC 5 : Wult 270 deg) Member Label Direction Magnitude [lb, lb-ft]Location [(in, %)] 1 BEAM3 Z -844.4 48 2 BEAM1 Z -844.4 48 3 BEAM3 Z -844.4 84 4 BEAM1 Z -844.4 84 5 BEAM3 Z -388.9 88 6 BEAM1 Z -388.9 88 7 BEAM3 Z -388.9 106 8 BEAM1 Z -388.9 106 9 BEAM3 Z -746.6 110 10 BEAM1 Z -746.6 110 11 BEAM3 Z -746.6 142 12 BEAM1 Z -746.6 142 13 BEAM3 Y -1876.5 48 14 BEAM3 Y -1876.5 84 15 BEAM1 Y 1876.5 48 16 BEAM1 Y 1876.5 84 17 BEAM1 Y 972.2 88 18 BEAM1 Y 972.2 106 19 BEAM3 Y -972.2 106 20 BEAM3 Y -972.2 88 21 BEAM1 Y 1959.9 110 22 BEAM1 Y 1959.9 142 23 BEAM3 Y -1959.9 110 24 BEAM3 Y -1959.9 142 25 BEAM4 Z -240 10 Company Designer Job Number Model Name : : : : CBVR Telecom Design G… CJT VZW.119.20 / 20-01134.EP 280707 -Sands on the O… Checked By : CM 2/1/2021 11:54:59 AM RISA-3D Version 19 [ Sands on the Ocean (Platform wi…Page 8 Member Point Loads (BLC 5 : Wult 270 deg) (Continued) Member Label Direction Magnitude [lb, lb-ft]Location [(in, %)] 26 BEAM4 Z -240 34 27 MP1 Z -281.2 %40 28 MP1 Z -281.2 %80 29 MP2 Z -110.6 %25 30 MP2 Z -110.6 %75 31 MP3 Z -281.2 %40 32 MP3 Z -281.2 %80 Member Area Loads (BLC 1 : Dead) Node A Node B Node C Node D Direction Load Direction Magnitude [psf] 1 N14 N21 N22 N13 Y A-B -5.2 Member Area Loads (BLC 2 : Wult 0 deg) Node A Node B Node C Node D Direction Load Direction Magnitude [psf] 1 N220 N221 N219 N218 PX Open Structure 112.9 Member Area Loads (BLC 3 : Wult 90 deg) Node A Node B Node C Node D Direction Load Direction Magnitude [psf] 1 N225 N223 N221 N220 PZ Open Structure 112.9 Member Area Loads (BLC 4 : Wult 180 deg) Node A Node B Node C Node D Direction Load Direction Magnitude [psf] 1 N222 N224 N223 N225 PX Open Structure -112.9 Member Area Loads (BLC 5 : Wult 270 deg) Node A Node B Node C Node D Direction Load Direction Magnitude [psf] 1 N218 N219 N224 N222 PZ Open Structure -112.9 Member Area Loads (BLC 6 : LL1) Node A Node B Node C Node D Direction Load Direction Magnitude [psf] 1 N39 N40 N48 N49 Y A-B -40 Basic Load Cases BLC Description Category Y Gravity Nodal Point Distributed Area(Member) 1 Dead DL -1 25 1 2 Wult 0 deg WL 24 1 3 Wult 90 deg WL 32 1 4 Wult 180 deg WL 24 1 5 Wult 270 deg WL 32 1 6 LL1 WL 1 7 LL2 LL 1 8 LL3 LL 1 9 BLC 1 Transient Area Loads None 45 10 BLC 2 Transient Area Loads None 55 11 BLC 3 Transient Area Loads None 50 12 BLC 4 Transient Area Loads None 55 13 BLC 5 Transient Area Loads None 50 14 BLC 6 Transient Area Loads None 2 Company Designer Job Number Model Name : : : : CBVR Telecom Design G… CJT VZW.119.20 / 20-01134.EP 280707 -Sands on the O… Checked By : CM 2/1/2021 11:54:59 AM RISA-3D Version 19 [ Sands on the Ocean (Platform wi…Page 9 Load Combinations Description Solve PDelta BLC Factor BLC Factor BLC Factor 1 1.4D Yes Y 1 1.4 2 1.2D + 1.0W (0 Deg)Yes Y 1 1.2 2 1 3 1.2D + 1.0W (45 Deg)Yes Y 1 1.2 2 0.707 3 0.707 4 1.2D + 1.0W (90 Deg)Yes Y 1 1.2 3 1 5 1.2D + 1.0W (135 Deg)Yes Y 1 1.2 3 0.707 4 0.707 6 1.2D + 1.0W (180 Deg)Yes Y 1 1.2 4 1 7 1.2D + 1.0W (225 Deg)Yes Y 1 1.2 4 0.707 5 0.707 8 1.2D + 1.0W (270 Deg)Yes Y 1 1.2 5 1 9 1.2D + 1.0W (315 Deg)Yes Y 1 1.2 5 0.707 2 0.707 10 1.2D + 1.6LL1 Yes Y 1 1.2 6 1.6 11 1.2D + 1.6LL2 Yes Y 1 1.2 7 1.6 12 1.2D + 1.6LL3 Yes Y 1 1.2 8 1.6 Envelope Node Reactions Node Label X [lb]LC Y [lb]LC Z [lb]LC MX [lb-ft]LC MY [lb-ft]LC MZ [lb-ft]LC 1 N2 max 9731.701 6 9324.633 5 442.074 9 0 12 0 12 0 12 2 min -5008.138 2 156.939 9 -11142.658 5 0 1 0 1 0 1 3 N3 max 1515.113 6 10417.327 3 3810.2 7 0 12 0 12 0 12 4 min -3759.032 2 -3389.703 7 -8978.456 3 0 1 0 1 0 1 5 N4 max 1703.251 6 11332.342 9 9381.198 8 0 12 0 12 0 12 6 min -7642.496 2 -1115.611 5 -2548.022 4 0 1 0 1 0 1 7 N1 max 4792.309 6 9196.298 7 9056.199 8 0 12 0 12 0 12 8 min -1333.08 2 1487.171 3 26.869 3 0 1 0 1 0 1 9 Totals:max 17742.374 6 21830.06 1 20936.23 8 10 min -17742.746 2 18711.466 2 -20936.23 4 Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks Member Shape Code Check Loc[in]LC Shear Check Loc[in]Dir LC phi*Pnc [lb]phi*Pnt [lb]phi*Mn y-y [lb-ft]phi*Mn z-z [lb-ft]Cb Eqn 1 LEG2 HSS6.000X0.500 0.116 4.688 9 0.123 0 9 304228.167 305802 45045 45045 1.737H1-1b 2 LEG1 HSS6.000X0.500 0.102 4.688 7 0.134 4.688 7 304228.167 305802 45045 45045 1.937H1-1b 3 LEG3 HSS6.000X0.500 0.132 4.688 5 0.147 0 5 304228.167 305802 45045 45045 2.065H1-1b 4 LEG4 HSS6.000X0.500 0.099 4.688 3 0.103 4.688 3 304228.167 305802 45045 45045 1.267H1-1b 5 GIRDER1 W10X33 0.092 16.262 9 0.08 120.339 y 3 331858.69 436950 52500 145500 2.494H1-1b 6 GIRDER2 W10X33 0.153 0 6 0.078 132.208 y 5 324623.71 436950 52500 145500 1.95H1-1b 7 BEAM4 W10X33 0.138 48.333 6 0.053 58 y 6 429541.974 436950 52500 115218.234 1 H1-1b 8 BEAM2 W10X33 1.03 232 4 0.148 229.583 z 8 436846.182 436950 52500 145500 1.675H1-1b 9 BEAM1 W10X33 0.124 157.083 7 0.049 116 y 4 414136.695 436950 52500 111834.161 1.108H1-1b 10 BEAM3 W10X33 1.03 232 8 0.146 229.583 z 4 436846.182 436950 52500 145500 1.76H1-1b 11 BEAM5 W10X33 0.154 21.75 7 0.198 74.917 y 6 432294.124 436950 52500 113431.839 1 H1-1b 12 CBEAM6 W10X33 0.082 28 7 0.017 28 z 7 430355.108 436950 52500 145500 1.52H1-1b 13 CBEAM1 W10X33 0.078 49 3 0.019 0 y 3 417065.82 436950 52500 145500 1.574H1-1b 14 CBEAM7 W10X33 0.067 0 4 0.02 0 z 8 435519.905 436950 52500 145500 1.109H1-1b 15 CBEAM8 W10X33 0.09 0 9 0.015 34 y 3 427260.811 436950 52500 145500 1.535H1-1b 16 CBEAM2 W10X33 0.065 28 6 0.014 14.875 y 5 430355.108 436950 52500 145500 1.52H1-1b 17 CBEAM9 W10X33 0.091 49 6 0.016 0 y 4 417065.82 436950 52500 145500 1.214H1-1b 18 CBEAM10 W10X33 0.069 0 5 0.043 13 y 4 435519.905 436950 52500 145500 1.189H1-1b 19 CBEAM3 W10X33 0.075 0 9 0.022 34 y 7 427260.811 436950 52500 145500 1.538H1-1b 20 CBEAM4 W10X33 0.084 28 5 0.017 27.708 z 5 430355.108 436950 52500 145500 1.529H1-1b 21 CBEAM11 W10X33 0.133 49 5 0.024 0 y 4 417065.82 436950 52500 145500 1.353H1-1b 22 CBEAM12 W10X33 0.099 0 4 0.043 13 y 4 435519.905 436950 52500 145500 1.198H1-1b 23 CBEAM5 W10X33 0.106 0 7 0.034 13.813 y 7 427260.811 436950 52500 145500 1.624H1-1b Company Designer Job Number Model Name : : : : CBVR Telecom Design G… CJT VZW.119.20 / 20-01134.EP 280707 -Sands on the O… Checked By : CM 2/1/2021 11:54:59 AM RISA-3D Version 19 [ Sands on the Ocean (Platform wi…Page 10 Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks (Continued) Member Shape Code Check Loc[in]LC Shear Check Loc[in]Dir LC phi*Pnc [lb]phi*Pnt [lb]phi*Mn y-y [lb-ft]phi*Mn z-z [lb-ft]Cb Eqn 24 CHANNEL1 C8X11.5 0.146 36 7 0.04 18.375 y 7 118843.009 151650 4656.398 36112.5 1.688H1-1b 25 CHANNEL2 C8X11.5 0.142 0 6 0.028 30.281 y 2 82306.717 151650 4656.398 36112.5 2.207H1-1b 26 CHANNEL3 C8X11.5 0.149 21 2 0.067 10.5 y 2 139578.21 151650 4656.398 36112.5 2.188H1-1b 27 CHANNEL4 C8X11.5 0.13 0 9 0.032 21.875 y 9 108828.652 151650 4656.398 36112.5 1.671H1-1b 28 CHANNEL5 C8X11.5 0.058 42 4 0.009 16.188 y 5 108828.652 151650 4656.398 36112.5 1.621H1-1b 29 CHANNEL6 C8X11.5 0.058 0 4 0.011 9.844 y 8 139578.21 151650 4656.398 36112.5 1.182H1-1b 30 CHANNEL7 C8X11.5 0.081 57 5 0.015 32.656 y 5 82306.717 151650 4656.398 36112.5 2.215H1-1b 31 CHANNEL8 C8X11.5 0.061 0 6 0.017 17.25 y 5 118843.009 151650 4656.398 36112.5 1.702H1-1b 32 BRACE4 LL4x4x8x6 0.045 0 8 0.06 12.4 y 6 220351.177 243000 28734.171 15797.872 1 H1-1b* 33 BRACE5 LL4x4x8x6 0.028 0 6 0.127 28.796 y 6 220033.52 243000 28734.171 15797.872 1 H1-1b* 34 BRACE6 LL4x4x8x6 0.043 0 2 0.003 26.613 y 9 220094.357 243000 28734.171 15797.872 1 H1-1b* 35 BRACE2 LL4x4x8x6 0.052 0 8 0.003 12.4 y 6 220351.177 243000 28734.171 15797.872 1 H1-1b* 36 BRACE3 LL4x4x8x6 0.05 0 3 0.006 12.4 y 6 220351.177 243000 28734.171 15797.872 1 H1-1b* 37 BRACE7 LL4x4x8x6 0.025 0 2 0.004 26.613 y 4 220094.357 243000 28734.171 15797.872 1 H1-1b* 38 BRACE8 LL4x4x8x6 0.051 0 6 0.008 26.613 y 5 220094.357 243000 28734.171 15797.872 1 H1-1b* 39 BRACE1 LL4x4x8x6 0.06 0 5 0.012 12.4 y 5 220351.177 243000 28734.171 15797.872 1 H1-1b* 40 LEG1_1 PIPE_5.0X 0.947 0 6 0.077 0 6 35392.994 180495 24937.5 24937.5 2.115H1-1b 41 LEG2_1 PIPE_5.0X 0.951 0 2 0.073 0 2 35392.994 180495 24937.5 24937.5 2.097H1-1b 42 FACE2 PIPE_3.0X 0.405 13.906 4 0.118 83.438 9 70252.197 89145 7638.75 7638.75 1.683H1-1b 43 FACE1 PIPE_3.0X 0.768 83.438 8 0.21 83.438 9 70252.197 89145 7638.75 7638.75 2.191H1-1b 44 MP1 PIPE_2.0 0.41 33 4 0.068 33 4 29344.85 32130 1871.625 1871.625 1.441H1-1b 45 MP3 PIPE_2.0 0.41 33 8 0.069 33 8 29344.85 32130 1871.625 1871.625 1.405H1-1b 46 MP2 PIPE_2.0 0.831 9 4 0.099 9 8 31914.035 32130 1871.625 1871.625 1.7 H1-1b Site No.: Project: CBVR Eng. File No.: Date: f'c = 2500 psi Eff. Col Length =8.75in h = 8 in Eff. Col Width =8.75in Baseplate Length =12in b1 = 15.15 in Baseplate Width =12in b2 = 15.15 in Steel Column Size =5.5in b0 = 60.6 in d = 6.4 in γf =0.75 β =1 γv =0.25 λ =1 Jc = 15498.25 in^4 αs =40 Φ =0.75 Column Type = Type of Concrete =vc = 200.00 psi Location of Load =vca = 200.00 vcb = 300.00 vcc = 311.22 Maximum Vertical Reaction = 10582.89 lb Maximum Moment Reaction =0.0lb‐ft vf = 27.29 psi vm =0.00psi vu = 150.00 psi Capacity = 18.19% Project Data Steel w/ Baseplate Normalweight Interior Punching Shear Check ACI‐318 (22.6.5.2) 280707 ‐ Sands on the Ocean VZW.119.20 20‐01134.EP 1/27/2021 www.hilti.com Hilti PROFIS Engineering 3.0.67 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 1 Company: Address: Phone I Fax: Design: Fastening point: CBVR Telecom Design Group 6505 N. Himes Ave, Tampa, FL 33614 | Sands on the Ocean - Equipment Platform Page: Specifier: E-Mail: Date: 1 1/27/2021 Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200 + HAS-V-36 (ASTM F1554 Gr.36) 3/4 Item number: 2198029 HAS-V-36 3/4"x8" (element) / 2022793 HIT-HY 200-R (adhesive) Effective embedment depth: hef,act = 6.250 in. (hef,limit = - in.) Material: ASTM A 1554 Grade 36 Evaluation Service Report: ESR-3187 Issued I Valid: 4/1/2020 | 3/1/2022 Proof: Design Method ACI 318-14 / Chem Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in. Anchor plateR : lx x ly x t = 12.000 in. x 12.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) Profile: Steel pipe, PIPE5XS; (L x W x T) = 5.560 in. x 5.560 in. x 0.375 in. Base material: uncracked concrete, 2500, fc' = 2,500 psi; h = 8.000 in., Temp. short/long: 32/32 °F Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar R - The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] & Loading [lb, ft.lb] www.hilti.com Hilti PROFIS Engineering 3.0.67 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 2 Company: Address: Phone I Fax: Design: Fastening point: CBVR Telecom Design Group 6505 N. Himes Ave, Tampa, FL 33614 | Sands on the Ocean - Equipment Platform Page: Specifier: E-Mail: Date: 2 1/27/2021 1.1 Load combination and design results Case Description Forces [lb] / Moments [ft.lb]Seismic Max. Util. Anchor [%] 1 Combination 1 N = -5,376; Vx = 545; Vy = -8,493; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 29 2 Combination 2 N = -422; Vx = -5,119; Vy = -2,237; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 19 3 Combination 3 N = -7,514; Vx = 803; Vy = -12,672; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 42 4 Combination 4 N = -8,826; Vx = 6,088; Vy = -12,350; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 46 5 Combination 5 N = -1,678; Vx = 115; Vy = -1,866; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 7 6 Combination 6 N = 720; Vx = -5,231; Vy = -431; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 18 7 Combination 7 N = -6,365; Vx = 689; Vy = -10,855; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 36 8 Combination 8 N = -7,667; Vx = 5,967; Vy = -10,518; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 40 9 Combination 9 N = -528; Vx = -2; Vy = -48; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 1 10 Combination 10 N = -5,292; Vx = 567; Vy = -8,152; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 28 11 Combination 11 N = -4,714; Vx = 582; Vy = -7,373; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 25 12 Combination 12 N = -4,690; Vx = 500; Vy = -7,387; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 25 13 Combination 13 N = -4,861; Vx = -327; Vy = -6,269; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 21 www.hilti.com Hilti PROFIS Engineering 3.0.67 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 3 Company: Address: Phone I Fax: Design: Fastening point: CBVR Telecom Design Group 6505 N. Himes Ave, Tampa, FL 33614 | Sands on the Ocean - Equipment Platform Page: Specifier: E-Mail: Date: 3 1/27/2021 Case Description Forces [lb] / Moments [ft.lb]Seismic Max. Util. Anchor [%] 14 Combination 14 N = -8,072; Vx = -3,802; Vy = -8,656; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 32 15 Combination 15 N = -9,872; Vx = 97; Vy = -11,270; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 38 16 Combination 16 N = -234; Vx = 3,257; Vy = -2,167; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 13 17 Combination 17 N = 1,520; Vx = -650; Vy = 506; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 7 18 Combination 18 N = -7,021; Vx = -3,731; Vy = -7,307; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 28 19 Combination 19 N = -8,827; Vx = 165; Vy = -9,924; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 33 20 Combination 20 N = 801; Vx = 3,321; Vy = -827; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 12 21 Combination 21 N = 2,563; Vx = -580; Vy = 1,850; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 12 22 Combination 22 N = -4,082; Vx = -387; Vy = -5,297; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 18 23 Combination 23 N = -3,924; Vx = -432; Vy = -4,524; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 16 24 Combination 24 N = -3,470; Vx = -331; Vy = -4,517; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 15 25 Combination 25 N = -5,898; Vx = -637; Vy = 6,226; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 21 26 Combination 26 N = -9,331; Vx = -7,892; Vy = 8,697; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 39 www.hilti.com Hilti PROFIS Engineering 3.0.67 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 4 Company: Address: Phone I Fax: Design: Fastening point: CBVR Telecom Design Group 6505 N. Himes Ave, Tampa, FL 33614 | Sands on the Ocean - Equipment Platform Page: Specifier: E-Mail: Date: 4 1/27/2021 Case Description Forces [lb] / Moments [ft.lb]Seismic Max. Util. Anchor [%] 27 Combination 27 N = 451; Vx = -1,028; Vy = -128; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 4 28 Combination 28 N = -786; Vx = 7,227; Vy = 2,115; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 25 29 Combination 29 N = -10,583; Vx = -83; Vy = 10,811; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 36 30 Combination 30 N = -8,061; Vx = -7,707; Vy = 7,366; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 36 31 Combination 31 N = 1,716; Vx = -890; Vy = -1,464; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 8 32 Combination 32 N = 476; Vx = 7,268; Vy = 768; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 25 33 Combination 33 N = -9,316; Vx = 41; Vy = 9,474; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 32 34 Combination 34 N = -4,845; Vx = -542; Vy = 5,257; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 18 35 Combination 35 N = -4,419; Vx = -525; Vy = 4,482; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 15 36 Combination 36 N = -4,859; Vx = -598; Vy = 4,488; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 15 37 Combination 37 N = -6,783; Vx = 419; Vy = 8,536; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 29 38 Combination 38 N = -1,820; Vx = -2,480; Vy = 2,196; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 11 39 Combination 39 N = -2,708; Vx = 127; Vy = 2,340; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 8 www.hilti.com Hilti PROFIS Engineering 3.0.67 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 5 Company: Address: Phone I Fax: Design: Fastening point: CBVR Telecom Design Group 6505 N. Himes Ave, Tampa, FL 33614 | Sands on the Ocean - Equipment Platform Page: Specifier: E-Mail: Date: 5 1/27/2021 Case Description Forces [lb] / Moments [ft.lb]Seismic Max. Util. Anchor [%] 40 Combination 40 N = -9,798; Vx = 2,721; Vy = 12,401; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 42 41 Combination 41 N = -8,904; Vx = 617; Vy = 12,278; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 41 42 Combination 42 N = -372; Vx = -2,624; Vy = 372; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 9 43 Combination 43 N = -1,257; Vx = 36; Vy = 514; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 2 44 Combination 44 N = -8,344; Vx = 2,738; Vy = 10,576; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 37 45 Combination 45 N = -7,453; Vx = 540; Vy = 10,452; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 35 46 Combination 46 N = -6,256; Vx = 362; Vy = 8,192; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 28 47 Combination 47 N = -5,872; Vx = 375; Vy = 7,414; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 25 48 Combination 48 N = -5,909; Vx = 429; Vy = 7,415; Mx = 0.000; My = 0.000; Mz = 0.000; Nsus = 0; Mx,sus = 0.000; My,sus = 0.000; no 25 www.hilti.com Hilti PROFIS Engineering 3.0.67 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 6 Company: Address: Phone I Fax: Design: Fastening point: CBVR Telecom Design Group 6505 N. Himes Ave, Tampa, FL 33614 | Sands on the Ocean - Equipment Platform Page: Specifier: E-Mail: Date: 6 1/27/2021 Compression 1 2 3 4 x y2 Load case/Resulting anchor forces Controlling load case: 4 Combination 4 Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 0 3,442 1,522 -3,087 2 0 3,442 1,522 -3,087 3 0 3,442 1,522 -3,087 4 0 3,442 1,522 -3,087 max. concrete compressive strain: 0.01 [‰] max. concrete compressive stress: 61 [psi] resulting tension force in (x/y)=(0.000/0.000): 0 [lb] resulting compression force in (x/y)=(0.000/0.000): 8,826 [lb] Anchor forces are calculated based on the assumption of a rigid anchor plate. 3 Tension load Load Nua [lb]Capacity f Nn [lb]Utilization bN = Nua/f Nn Status Steel Strength*N/A N/A N/A N/A Bond Strength**N/A N/A N/A N/A Sustained Tension Load Bond Strength*N/A N/A N/A N/A Concrete Breakout Failure**N/A N/A N/A N/A * highest loaded anchor **anchor group (anchors in tension) www.hilti.com Hilti PROFIS Engineering 3.0.67 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 7 Company: Address: Phone I Fax: Design: Fastening point: CBVR Telecom Design Group 6505 N. Himes Ave, Tampa, FL 33614 | Sands on the Ocean - Equipment Platform Page: Specifier: E-Mail: Date: 7 1/27/2021 4 Shear load Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status Steel Strength*3,442 7,566 46 OK Steel failure (with lever arm)*N/A N/A N/A N/A Pryout Strength (Concrete Breakout Strength controls)** 13,769 49,434 28 OK Concrete edge failure in direction **N/A N/A N/A N/A * highest loaded anchor **anchor group (relevant anchors) 4.1 Steel Strength Vsa [lb]f f Vsa [lb]Vua [lb] 11,640 0.650 7,566 3,442 4.2 Pryout Strength (Concrete Breakout Strength controls) ANc [in.2]ANc0 [in.2]ca,min [in.]kcp cac [in.]y c,N 662.06 351.56 ∞2 14.298 1.000 ec1,V [in.]y ec1,V ec2,V [in.]y ec2,V y ed,N y cp,N kuncr 0.000 1.000 0.000 1.000 1.000 1.000 24 l a Nb [lb]f f Vcpg [lb]Vua [lb] 1.000 18,750 0.700 49,434 13,769 5 Warnings • The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2018, ETAG 001/Annex C, EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. • Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions. • For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/ • Installation of Hilti adhesive anchor systems shall be performed by personnel trained to install Hilti adhesive anchors. Reference ACI 318-14, Section 17.8.1. Fastening meets the design criteria! www.hilti.com Hilti PROFIS Engineering 3.0.67 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 8 Company: Address: Phone I Fax: Design: Fastening point: CBVR Telecom Design Group 6505 N. Himes Ave, Tampa, FL 33614 | Sands on the Ocean - Equipment Platform Page: Specifier: E-Mail: Date: 8 1/27/2021 Coordinates Anchor [in.] Anchor x y c-x c+x c-y c+y 1 -3.000 -4.000 ---- 2 3.000 -4.000 ---- 3 -3.000 4.000 ---- 4 3.000 4.000 ---- 6 Installation data Anchor type and diameter: HIT-HY 200 + HAS-V-36 (ASTM F1554 Gr.36) 3/4 Profile: Steel pipe, PIPE5XS; (L x W x T) = 5.560 in. x 5.560 in. x 0.375 in. Item number: 2198029 HAS-V-36 3/4"x8" (element) / 2022793 HIT-HY 200-R (adhesive) Hole diameter in the fixture: df = 0.812 in. Installation torque: 100.000 ft.lb Plate thickness (input): 0.500 in. Hole diameter in the base material: 0.875 in. Recommended plate thickness: not calculated Hole depth in the base material: 6.250 in. Drilling method: Hammer drilled Minimum thickness of the base material: 8.000 in. Cleaning: Compressed air cleaning of the drilled hole according to instructions for use is required 3/4 Hilti HAS Carbon steel threaded rod with Hilti HIT-HY 200 Safe Set System 6.1 Recommended accessories Drilling Cleaning Setting • Suitable Rotary Hammer • Properly sized drill bit • Compressed air with required accessories to blow from the bottom of the hole • Proper diameter wire brush • Dispenser including cassette and mixer • Torque wrench 1 2 3 4 x y 6.000 6.000 3.000 6.000 3.000 2.0008.0002.0006.0006.000 www.hilti.com Hilti PROFIS Engineering 3.0.67 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 9 Company: Address: Phone I Fax: Design: Fastening point: CBVR Telecom Design Group 6505 N. Himes Ave, Tampa, FL 33614 | Sands on the Ocean - Equipment Platform Page: Specifier: E-Mail: Date: 9 1/27/2021 7 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you.