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469 11th St ROW21-0059 Verizon AttenasOWNER:ADDRESS:CITY:STATE:ZIP: CITY OF ATLANTIC BEACH 800 SEMINOLE RD ATLANTIC BEACH FL 32233-5444 COMPANY:ADDRESS:CITY:STATE:ZIP: J CROMPTON ELECTRIC INC 1290 OLD CONGRESS AVE WEST PALM BEACH FL 323409 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172026 0000 SECTION LAND JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 469 11TH ST RIGHT OF WAY COMMERCIAL RIGHT OF WAY VERIZON - RELOCATE ANTENNAS AT WATER TOWER $21000.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 9/23/2021 PERMIT NUMBER ROW21-0059 ISSUED: 9/23/2021 EXPIRES: 12/22/2021 RIGHT OF WAY PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT TOTAL: 3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 5 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 2 of 2Issued Date: 9/23/2021 PERMIT NUMBER ROW21-0059 ISSUED: 9/23/2021 EXPIRES: 12/22/2021 RIGHT OF WAY PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 ROW21-0059 'r Building Permit Application Updated 10/9/18 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. ,, .~ City of Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach, Fl 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: 469 11th Street. Atlantic Beach 32233 (VZW Site 610397) Permit Number: _________ _ Legal Description PT GOVT LOT 5 RECD DBK 1761-104 RE# 172026-0000 Valuation of Work (Replacement Cost) $_2_1_,o_oo _____ Heated/Cooled SF _____ Non-Heated/Cooled _____ _ • Class of Work: □New □Addition EAlteration □Repair □Move □Demo □Pool □Window/Door • Use of existing/proposed structure(s): ECommercial □Residential • If an existing structure, is a fire sprinkler system installed?: □Yes ENo • Will treelsl be removed in association with nronosed nroiect? □Yes /must submit seoarate Tree Removal Permit) 15aNo Describe in detail the type of work to be performed: At existing water tower cellular site, relocate antennas to temporary cell-on-wheels tower. Florida Product Approval# ___________________ for multiple products use product approval form Property Owner Information Name Verizon Wireless -Lessee Address 7701 Telecom Parkway City Tampa State _F_L __ Zip 33637 Phone 410-952 -3860 -Paul Bailey/Agent E-Mail paul.bailey@caawireless.com Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) ____________________ _ Contractor Information Name of Company J. Crompton Electric, Inc. Address 1290 Old Congress Avenue Office Phone 561-588-6559 State Certification/Registration # SCC131151549 Qualifying Agent Jonathan Crompton City West Palm Beach State _F_L __ Zip 33409 Job Site Contact Number _______________ _ E-M a ii pennitting@jcromptonelectric.com Architect Name & Phone# ___________________________________ _ Engineer's Name & Phone# Hugh Reilly, P.E. / CBVR Telecom Design Phone: 770-853 -1233 Workers Compensation Insurer ________________ OR Exempt □ Expiration Date _______ _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable t o this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN F NCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE U N E F MENCEMENT. Signed and sworn to (or affirmed) before me this_/_ day of Q"/)T@ll.8c7f , '2-t>Z..I , by /Ji u{ 6?A t fe'o/ ... <t1,.' 'lii•·•.JSilmatuc U \ . f!~"\:, Notary Pub'lic · a e f Flonda \~OOl} Commission# GG 328639 ··/for f\-'<!,;.-· My Comm. Expires Apr 29, 2023 [ Personally Known OR .......... Bonded throuih National Notary ,\s1,11. [ ] Produced ldentificati~.,,..,..,..,.,..,.. __ .._ __ ,. Type of Identification: _____________ _ (Signature of Contractor) Signed and sworn to (or affirmed) before me this _L day of -sr-rran.9~~ z.c ,_ r fly ;;;}1,1 '4 nft>,..; CMm. flmAl ,L~V\~· . /"J.-1-.' \,t.. MARK MORRIS ("~ :I Notary Publk · State of Florida ,~~~i Comm1ss1on ;/ HH 110847 [ Personally Known OR ··· ... or F;c.°rf.-My Comm. Expires Ju ! 21, 2025 [ ] Produced Identification Bondec through Nationai Notary Assn. Type of Identification: ..,.. ___ ,... ______ ...,..,;., ROW21-0059 Site Name: Mayport Road Site ID: 100402 TIIIS FORM PREPARED BY Tirso M. Carreja, Jr. Fowler White Boggs P.A. 501 E. Kennedy Blvd., Suite 1700 Tampa, Florida 33602 Doc# 2011055287, OR BK 15539 Page 477. Number Pages: 3 Recorded 03/10/2011 at 12:32 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $27.00 FIRST AMENDED SHORT FORM LEASE -Jl.-- This First Amended Short Form Lease is made this ,.;), l{: day a£ LLOv , 2011, between Delaware limited City of Atlantic Beach (the "OWNER"), and Verizon Wireless Personal Communications partnership d/b/a Verizon Wireless ("LESSEE"). I. Owner and LE~SEE entered into a PCS Site Lease, dated November 9, 1995 (the "Lease"), as amended on c,_ • c 2-4 , 2011, by that certain First Amendment to PCS Site Lease (the "First Amendment") for the lease of a IJOrt on of certain real property and a communications facility (the "Site"), located at 469 11" Street, Atlantic Behe , Duval County, Florida, together with that certain Short Form Lease (the "Short Form Lease"), recorded in O.R. Book 8391 Page 201 of the Public Records of Duval County, Florida. 2. OWNER and LESSEE execute this First Amended Short Fo1m Lease to delete sketch on Attachment "A" of Short Form Lease and replace the sketch with Attachment "A-1", which depicts the 202 square feet of ground space leased to Lessee, under the terms of the Lease and the First Amendment. 3. Nothing contained herein shall be deemed to impair or change the priority of the Lease with respect to any other encumbrance on the Site. All terms and provisions of the Short Form Lease not expressly modified herein shall remain in full force and effect. 4. The 1e1ms, covenants and provisions of the Lease of which this is the First Amended Short Form Lease, shall extend to and be binding upon the respective executors, administrators, heirs, successors and assigns of O\VNER and LESSEE. [Signatures on Following Page] IN WITNESS WHEREOF, hereunto and to a duplicate hereof, OWNER and LESSEE have caused this Amended Sholi Form Lease to be duly executed on the date below. O\Vl\1ER: City of Atlantic Beach City Clerk WITNESSES: LESSEE: Verizon \Vireless rs a ommunications LP, a Delaware · · p n hip d/b/a Verizon \Virelcss By: Name: H . eutenegger ~~::: Area Vice~T~~n\){)\} OWNER NOTARY ACKNOWLEDGi\IENT: LESSEE NOTARY ACKNOWLEDGMENT: STATE OF NORTH CAROLINA COUNTYOFMECKLENBURG f\ll rt. ~\\ The foregoing instrument was acknowledged before me this ~c!'\-'1'7-__ day of--c'\_ 's~---__:,.::,c,-~~l,-e 2ttt'6':by Hans F. Leutenegger, as Area Vice President Net\vork of · Vireless Personal Communications LP, a Delaware limited n rship d/b/a Verizon Wireless, on behalf of the partnership. He is,f\!er~ofr~,a::lly=kn:o:~:n::.=m=e~o=r=ha=s~p=ro=d=u=cc=d=-=-=-=-=-=-=-=-=-=-~=-=-Q--~as entification. vnre-Car .. -(1 . f\, n (Printed!Typed/Stamped Notal)' N"l''FNNE CARLISLE ~ Notary Public, North Carolina Mecklenburg County / _~~--_ . _ My ~;~~~i~~~~g;fires ATTACHMENT "A-1" Site Sketch EXISTING HANO HOLE\ 16'-8" D EXISTING POWER~------- POLE WITH GUY WIRE ~· .. "'-" T INLET EXISTING HAND ,_,,1 HOLE I \ \ --8' EXISTH'lG LESSEE 8'-0" x 15'-0" CONCRETE EQUIPMENT PAD WITH EQUIPMENT CABINETS ON 2'-5" x 15'•2" I-BEAM OVERHANGING THE PAD 1'·7" EXISTING ICE BRIDGE EXISTING WATER TANK LEG FOUNDATION EXISTING LESSEE 15 KW GENERATOR WITH 97 GAL BELLY TANK ON 3'--0" x 3'--0" \ CONCRETE EQUIPMENT PAD TO BE REPLACED WITH 7'-9" 30 KW LP GENERATOR ON EXISTING CONCRETE PAD EXISTING LESSEE UTILITY RACK PROPOSED LESSEE 3'-0" x 4'--0" CONCRETE PAD EXTENSION FOR PROPOSED GENERATOR PROPOSED LESSEE GAS LINE ROUTE EXISTING LESSEE 120 GAL PROPANE TANK TO BE REMOVED ,( EXISTING TREE / / ~ 10' RADIUS SAFETY BUFFER FROM LP TANK FILL POINT PROPOSED LESSEE 500 GALLON LP FUEL TANK ON 4'·0" x 10'--0" CONCRETE PAD ,-x--x--x--x--x--x--x--x--x--x--x~ i EXISTING V11'1YL /1 FENCF I I J~ 469 11th ST ROW21-0059 craig land l associates July 2, 2021 To Whom it May Concern, Craig & Associates is a consultant for Verizon Wireless and has been hired to submit bui lding permit applications on their behalf. Craig and Associates has hired and currently e_mploys Paul Thomas Bailey as a Permit Special ist to prepare building permit documents and tddeiiver sai~ documents to jurisdictions throughout the State of Florida. Please accept this notarized letter as confirmation that Paul Bailey is qualified to represent Cra ig and Associates, Verizon Wireless and building contractors as properly authorized to you . Sincerely, ~ ~ert Vice President Craig & Associates 727-457-3646 wendy.reinert@caawireless.com Subscribed and sworn before me this .J.rJctay of , :=:s:;4 1\ y ' \ by We,\~ Re,,, ne~t . 2021, Personally Known \L . or Produced Identification ____ _ Type ofldentification Produced _______ _ Signe d ~2f«J34;~ (Notary) ~~v "CJt FLORENCE B STEPHENS ~~ Commlsslon #GG357747 -; ~: Expires July 31, 2023 ~~ OF f\.~,$! -iondtd TlllU lludget.NolalySerYlceJ Printed Name fua -enr<e r/J. 2tefHtn.J (Notary) Corporate Office: 1324 Seven Springs Blv d. #314, New Po rt Rich ey , FL 3465 5 ROW21-0059verizon✓ PERMIT APPLICATION AUTHORIZATION Charlie Craig & Associates, LLC and representatives thereof, are herby authorized to act on behalf of Cellco Partnership d/b/a Verizon Wireless ("Verizon Wireless") or ("Applicant") to apply for and obtain the necessary building permits associates with the application in order for the Applicant to upgrade its facilities at the Telecommunications Site ("Site"). STATE OF FLORIDA D _ couNTY oF /2ci m ex::::ach Applicant: Cellco Partnership d/b/a Verizon Wireless By: onathan Montenegro Title: Sr. Real Estate Manager The foregoing instrument was acknowledged before me this 2(.n-h day of JGCr, UW'\ ~ . 2021 by Jhonathan Montenegro, who is pers ally known to me. 1) to::.i~=4 (NOTARY SEAL) \~ :"j Expns: August 27, 2023 ~,~t;i,t' ,: ,~ Bonded Thru Aaron Notary SignatU<eofNotary, ~ Name of Notary: kAT7~/ C,( CfE. D 4700 Exchange Court, Suite 110, Boca Raton, FL 33431 tnxTower Report - version 8.1.1.0 Date: August 03, 2021 Cale Lamothe SMW Engineering Group, Inc. Verizon Wireless 158 Business Center Drive 7701 E Telecom Parkway Birmingham, AL 35244 Temple Terrace, FL 33637 (205) 252-6985 Subject: Structural Analysis Report Carrier Designation: Verizon Co-Locate Project Number: 16567179 Location Number: 610397 Carrier Site Name: Selva Marina Relo. Engineering Firm Designation: SMW Engineering Project Number: 21-5291 Site Data: 469 11th Street, Atlantic Beach, FL 32233 (Duval County) Latitude 30° 20' 10.22'', Longitude -81° 24' 19.85'' 102 Foot – Cow/Colt Dear Cale Lamothe, SMW Engineering is pleased to submit this “Structural Analysis Report” to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 129 mph as required by the 2020 Florida Building Code 7th Edition and Pinellas County Requirements. Applicable standard references and design criteria are listed in Section 2 – Analysis Criteria. Respectfully submitted by: Jeremy Sharit Project Engineer FL CA #33693 E N G I N E E R I N G G R O U P, I N C. August 03, 2021 102 Ft Cow/Colt Structural Analysis Selva Marina Relo Project Number 21-5291 Page 2 tnxTower Report - version 8.1.1.0 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration 3) ANALYSIS PROCEDURE Table 2 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 3 - Section Capacity (Summary) 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing August 03, 2021 102 Ft Cow/Colt Structural Analysis Selva Marina Relo Project Number 21-5291 Page 3 tnxTower Report - version 8.1.1.0 1) INTRODUCTION This tower is a 102’-0” Cow/Colt Tower. 2) ANALYSIS CRITERIA Building Code: 2020 FBC, 7th Edition (2018 IBC) TIA-222 Revision: TIA-222-H Risk Category: II Ultimate Wind Speed: 129 mph Exposure Category: C Topographic Factor: 1 Service Wind Speed: 60 mph Table 1 - Proposed Equipment Configuration Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) 102.0 102.0 3 Commscope NHH-65B-R2B 18 1/2 3) ANALYSIS PROCEDURE Table 2 - Documents Provided Document Remarks Reference Source RFDS Verizon - Verizon Tower Drawings Peak Industries, Inc - Verizon 3.1) Analysis Method tnxTower (version 8.1.1.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer’s specifications. 2) The tower and structures have been maintained in accordance with the manufacturer’s specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. SMW Engineering should be notified to determine the effect on the structural integrity of the tower. August 03, 2021 102 Ft Cow/Colt Structural Analysis Selva Marina Relo Project Number 21-5291 Page 4 tnxTower Report - version 8.1.1.0 4) ANALYSIS RESULTS Table 3 - Section Capacity (Summary) Section No. Elevation (ft) Component Type Size Critical Element P (lb) SF*P_allow (lb) % Capacity Pass / Fail L1 102 - 82 Pole HSS5x5x1/4 1 -13911.60 54410.10 29.8 Pass Guy A@102 3/8 15 7208.05 9240.00 78.0 Pass Guy B@102 3/8 14 7204.92 9240.00 78.0 Pass Guy C@102 3/8 13 7204.92 9240.00 78.0 Pass L2 82 - 62.2917 Pole HSS6x6x1/4 2 -28534.00 30979.50 92.1 Pass Guy A@79.9254 3/8 9 8098.28 9240.00 87.6 Pass Guy B@79.9254 3/8 8 8090.84 9240.00 87.6 Pass Guy C@79.9254 3/8 7 8090.84 9240.00 87.6 Pass L3 62.2917 - 42.875 Pole HSS7x7x1/4 3 -29139.60 50368.70 74.9 Pass L4 42.875 - 23.75 Pole HSS8x8x1/4 4 -38458.60 63273.80 71.3 Pass Guy A@41.8684 3/8 12 6336.44 9240.00 68.6 Pass Guy B@41.8684 3/8 11 6334.04 9240.00 68.6 Pass Guy C@41.8684 3/8 10 6334.04 9240.00 68.6 Pass L5 23.75 - 4.917 Pole HSS9x9x1/4 5 -39820.30 91286.00 44.8 Pass L6 4.917 - 0 Pole HSS10x10x1/4 6 -40035.90 126190.00 35.0 Pass Summary Pole (L2) 92.1 Pass Guy A (L2) 87.6 Pass Guy B (L2) 87.6 Pass Guy C (L2) 87.6 Pass Rating = 92.1 Pass Structure Rating (max from all components) = 92.1% 4.1) Recommendations The tower has sufficient capacity to carry the proposed loads with the following conditions. All of the guy wire sizes should be 3/8” at 15% initial tension. The anchor radius should be 21’-6” but no closer to the base. For the anchor at radius 21’-6” there will need to be 21,472 pounds of anchorage weight. If these conditions are not met as stated, then this analysis is void. August 03, 2021 102 Ft Cow/Colt Structural Analysis Selva Marina Relo Project Number 21-5291 Page 5 tnxTower Report - version 8.1.1.0 APPENDIX A TNXTOWER OUTPUT Consulting Engineers SMW Engineering 158 Business Center Drive Birmingham, AL 35244 Phone: (205) 252-6985 FAX: (205) 795-7262 Job: Selva Marina Relo COW Project: 21-5291 Client: Verizon Wireless Drawn by: Joe McAllister App'd: Code: TIA-222-H Date: 08/03/21 Scale: NTS Path: C:\Work from Home\21-5291 SELVA MARINA RELO TEMP\TNX Files\21-5291 Selva Marina Relo Temp.eri Dwg No. E-1 3 / 8 E H S L C = 8 2 . 7 0 f t I T = 1 5 % R=21.50 ft 3 / 8 E H S L C = 4 6 . 9 1 f t I T = 1 5 % 3 / 8 E H S L C = 1 0 4 . 2 0 f t I T = 1 5 % 102.0 ft 82.0 ft 62.3 ft 79.9 ft79.9 ft79.9 ft 42.9 ft 23.8 ft 41.9 ft41.9 ft41.9 ft 4.9 ft 0.0 ft 6766 lb 20378 lb 2 1 4 7 2 l b ALL REACTIONS ARE FACTORED REACTIONS - 129 mph WIND TORQUE 17 lb-ft 1072 lb SHEAR 12908 lb-ft MOMENT 40036 lb AXIAL ARE FACTORED ALL REACTIONS S e c t i o n 1 2 3 4 5 6 S i z e HS S 5 x 5 x 1 / 4 HS S 6 x 6 x 1 / 4 HS S 7 x 7 x 1 / 4 HS S 8 x 8 x 1 / 4 HS S 9 x 9 x 1 / 4 HS S 1 0 x 1 0 x 1 / 4 L e n g t h ( f t ) 20 . 0 0 19 . 7 1 19 . 4 2 19 . 1 3 18 . 8 3 4. 9 2 G r a d e A5 0 0 - 4 6 W e i g h t ( l b ) 31 2 . 4 35 1 . 4 40 7 . 7 46 2 . 1 51 4 . 6 14 9 . 9 21 9 8 . 0 PLAN R=21.50 ft R=21.50 ft R=21.50 ft R=21.50 ft R=21.50 ft R=21.50 ft R=21.50 ft R=21.50 ft R=21.50 ft NHH-65B-R2B 102 NHH-65B-R2B 102 NHH-65B-R2B 102DESIGNED APPURTENANCE LOADING TYPE TYPEELEVATION ELEVATION NHH-65B-R2B 102 NHH-65B-R2B 102 NHH-65B-R2B 102 MATERIAL STRENGTH GRADE GRADEFy FyFu Fu A500-46 46 ksi 62 ksi TOWER DESIGN NOTES 1. Tower is located in Duval County, Florida. 2. Tower designed for Exposure C to the TIA-222-H Standard. 3. Tower designed for a 129 mph basic wind in accordance with the TIA-222-H Standard. 4. Deflections are based upon a 60 mph wind. 5. Tower Risk Category II. 6. Topographic Category 1 with Crest Height of 0.00 ft 7. TOWER RATING: 92.1% I I August 03, 2021 102 Ft Cow/Colt Structural Analysis Selva Marina Relo Project Number 21-5291 Page 6 tnxTower Report - version 8.1.1.0 Tower Input Data The tower is a Cow/Colt. This tower is designed using the TIA-222-H standard. The following design criteria apply:  Tower is located in Duval County, Florida.  Tower base elevation above sea level: 7.00 ft.  Basic wind speed of 129 mph.  Risk Category II.  Exposure Category C.  Simplified Topographic Factor Procedure for wind speed-up calculations is used.  Topographic Category: 1.  Crest Height: 0.00 ft.  Deflections calculated using a wind speed of 60 mph.  Pressures are calculated at each section.  Stress ratio used in pole design is 1.  Safety factor used in guy design is 1.  Tower analysis based on target reliabilities in accordance with Annex S.  Load Modification Factors used: Kes(Fw) = 0.95.  Maximum demand-capacity ratio is: 1.  Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments - Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments - Horizontals Assume Legs Pinned √ Calculate Redundant Bracing Forces Consider Moments - Diagonals √ Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification √ Use Clear Spans For Wind Area SR Leg Bolts Resist Compression √ Use Code Stress Ratios √ Use Clear Spans For KL/r √ All Leg Panels Have Same Allowable √ Use Code Safety Factors - Guys √ Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice Bypass Mast Stability Checks √ Consider Feed Line Torque Always Use Max Kz √ Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile √ Project Wind Area of Appurt. Use TIA-222-H Bracing Resist. Exemption √ Include Bolts In Member Capacity √ Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption √ Leg Bolts Are At Top Of Section Add IBC .6D+W Combination Poles √ Secondary Horizontal Braces Leg Sort Capacity Reports By Component Include Shear-Torsion Interaction Use Diamond Inner Bracing (4 Sided) √ Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow √ SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KL/ry For 60 Deg. Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known Pole Section Geometry Section Elevation ft Section Length ft Pole Size Pole Grade Socket Length ft L1 102.00-82.00 20.00 HSS5x5x1/4 A500-46 (46 ksi) L2 82.00-62.29 19.71 HSS6x6x1/4 A500-46 (46 ksi) L3 62.29-42.88 19.42 HSS7x7x1/4 A500-46 August 03, 2021 102 Ft Cow/Colt Structural Analysis Selva Marina Relo Project Number 21-5291 Page 7 tnxTower Report - version 8.1.1.0 Section Elevation ft Section Length ft Pole Size Pole Grade Socket Length ft (46 ksi) L4 42.88-23.75 19.13 HSS8x8x1/4 A500-46 (46 ksi) L5 23.75-4.92 18.83 HSS9x9x1/4 A500-46 (46 ksi) L6 4.92-0.00 4.92 HSS10x10x1/4 A500-46 (46 ksi) Tower Elevation ft Gusset Area (per face) ft2 Gusset Thickness in Gusset Grade Adjust. Factor Af Adjust. Factor Ar Weight Mult. Double Angle Stitch Bolt Spacing Diagonals in Double Angle Stitch Bolt Spacing Horizontals in Double Angle Stitch Bolt Spacing Redundants in L1 102.00- 82.00 1 1 1 L2 82.00- 62.29 1 1 1 L3 62.29- 42.88 1 1 1 L4 42.88- 23.75 1 1 1 L5 23.75-4.92 1 1 1 L6 4.92-0.00 1 1 1 Guy Data Guy Elevation ft Guy Grade Guy Size Initial Tension lb % Guy Modulus ksi Guy Weight plf Lu ft Anchor Radius ft Anchor Azimuth Adj. ° Anchor Elevation ft End Fitting Efficiency % 79.9254 EHS A B C 3/8 3/8 3/8 2310.00 2310.00 2310.00 15% 15% 15% 23000 23000 23000 0.273 0.273 0.273 82.60 82.60 82.60 21.50 21.50 21.50 0.0000 0.0000 0.0000 0.00 0.00 0.00 100% 100% 100% 41.8684 EHS A B C 3/8 3/8 3/8 2310.00 2310.00 2310.00 15% 15% 15% 23000 23000 23000 0.273 0.273 0.273 46.86 46.86 46.86 21.50 21.50 21.50 0.0000 0.0000 0.0000 0.00 0.00 0.00 100% 100% 100% 102 EHS A B C 3/8 3/8 3/8 2310.00 2310.00 2310.00 15% 15% 15% 23000 23000 23000 0.273 0.273 0.273 104.07 104.07 104.07 21.50 21.50 21.50 0.0000 0.0000 0.0000 0.00 0.00 0.00 100% 100% 100% Guy Data(cont’d) Guy Elevation ft Mount Type Torque-Arm Spread ft Torque-Arm Leg Angle ° Torque-Arm Style Torque-Arm Grade Torque-Arm Type Torque-Arm Size 79.9254 Corner 41.8684 Corner 102 Corner Guy Data (cont’d) August 03, 2021 102 Ft Cow/Colt Structural Analysis Selva Marina Relo Project Number 21-5291 Page 8 tnxTower Report - version 8.1.1.0 Guy Elevation ft Diagonal Grade Diagonal Type Upper Diagonal Size Lower Diagonal Size Is Strap. Pull-Off Grade Pull-Off Type Pull-Off Size 79.93 A572-50 (50 ksi) Solid Round No A36 (36 ksi) Flat Bar 2x3/8 41.87 A572-50 (50 ksi) Solid Round No A36 (36 ksi) Flat Bar 2x3/8 102.00 A572-50 (50 ksi) Solid Round No A36 (36 ksi) Flat Bar 2x3/8 Guy Data (cont’d) Guy Elevation ft Cable Weight A lb Cable Weight B lb Cable Weight C lb Cable Weight D lb Tower Intercept A ft Tower Intercept B ft Tower Intercept C ft Tower Intercept D ft 79.9254 22.55 22.55 22.55 0.40 1.1 sec/pulse 0.40 1.1 sec/pulse 0.40 1.1 sec/pulse 41.8684 12.79 12.79 12.79 0.13 0.6 sec/pulse 0.13 0.6 sec/pulse 0.13 0.6 sec/pulse 102 28.41 28.41 28.41 0.64 1.4 sec/pulse 0.64 1.4 sec/pulse 0.64 1.4 sec/pulse Guy Data (cont’d) Torque Arm Pull Off Diagonal Guy Elevation ft Calc K Single Angles Calc K Solid Rounds Kx Ky Kx Ky Kx Ky 79.9254 No No 1 1 1 1 41.8684 No No 1 1 1 1 102 No No 1 1 1 1 Guy Data (cont’d) Torque-Arm Pull Off Diagonal Guy Elevation ft Bolt Size in Number Net Width Deduct in U Bolt Size in Number Net Width Deduct in U Bolt Size in Number Net Width Deduct in U 79.9254 0.6250 A325N 0 0.0000 0.75 0.6250 A325N 0 0.0000 0.75 0.6250 A325N 0 0.0000 0.75 41.8684 0.6250 A325N 0 0.0000 0.75 0.6250 A325N 0 0.0000 0.75 0.6250 A325N 0 0.0000 0.75 102 0.6250 A325N 0 0.0000 0.75 0.6250 A325N 0 0.0000 0.75 0.6250 A325N 0 0.0000 0.75 Guy Pressures Guy Elevation ft Guy Location z ft qz psf qz Ice psf Ice Thickness in 79.9254 A B 39.96 39.96 40 40 August 03, 2021 102 Ft Cow/Colt Structural Analysis Selva Marina Relo Project Number 21-5291 Page 9 tnxTower Report - version 8.1.1.0 Guy Elevation ft Guy Location z ft qz psf qz Ice psf Ice Thickness in C 39.96 40 41.8684 A B C 20.93 20.93 20.93 35 35 35 102 A B C 51.00 51.00 51.00 42 42 42 Guy-Tensioning Information Temperature At Time Of Tensioning 0 F 20 F 40 F 60 F 80 F 100 F 120 F Guy Elevation ft H ft V ft Initial Tension lb Intercept ft Initial Tension lb Intercept ft Initial Tension lb Intercept ft Initial Tension lb Intercept ft Initial Tension lb Intercept ft Initial Tension lb Intercept ft Initial Tension lb Intercept ft 79.9254 A B C 21.25 21.25 21.25 79.93 79.93 79.93 2357 2357 2357 0.39 0.39 0.39 2341 2341 2341 0.40 0.40 0.40 2326 2326 2326 0.40 0.40 0.40 2310 2310 2310 0.40 0.40 0.40 2294 2294 2294 0.40 0.40 0.40 2279 2279 2279 0.41 0.41 0.41 2263 2263 2263 0.41 0.41 0.41 41.8684 A B C 21.17 21.17 21.17 41.87 41.87 41.87 2455 2455 2455 0.12 0.12 0.12 2407 2407 2407 0.12 0.12 0.12 2358 2358 2358 0.13 0.13 0.13 2310 2310 2310 0.13 0.13 0.13 2262 2262 2262 0.13 0.13 0.13 2214 2214 2214 0.14 0.14 0.14 2165 2165 2165 0.14 0.14 0.14 102 A B C 21.29 21.29 21.29 102.00 102.00 102.00 2340 2340 2340 0.63 0.63 0.63 2330 2330 2330 0.63 0.63 0.63 2320 2320 2320 0.63 0.63 0.63 2310 2310 2310 0.64 0.64 0.64 2300 2300 2300 0.64 0.64 0.64 2290 2290 2290 0.64 0.64 0.64 2280 2280 2280 0.65 0.65 0.65 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Exclude From Torque Calculation Componen t Type Placement ft Total Number Number Per Row Start/En d Position Width or Diamete r in Perimete r in Weight plf 1/2 C No Surface Ar (CaAa) 85.00 - 0.00 18 9 0.000 0.000 1.0300 0.33 Feed Line/Linear Appurtenances Section Areas Tower Sectio n Tower Elevation ft Face AR ft2 AF ft2 CAAA In Face ft2 CAAA Out Face ft2 Weight lb L1 102.00-82.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.781 0.000 0.000 0.000 0.00 0.00 17.82 L2 82.00-62.29 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 18.270 0.000 0.000 0.000 0.00 0.00 117.07 L3 62.29-42.88 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 17.999 0.000 0.000 0.000 0.00 0.00 115.34 L4 42.88-23.75 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 17.729 0.000 0.000 0.000 0.00 0.00 113.60 L5 23.75-4.92 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 17.458 0.000 0.000 0.000 0.00 0.00 111.87 L6 4.92-0.00 A B C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.558 0.000 0.000 0.000 0.00 0.00 29.21 Feed Line Center of Pressure August 03, 2021 102 Ft Cow/Colt Structural Analysis Selva Marina Relo Project Number 21-5291 Page 10 tnxTower Report - version 8.1.1.0 Section Elevation ft CPX in CPZ in CPX Ice in CPZ Ice in L1 102.00-82.00 0.0000 0.0000 0.0000 0.0000 L2 82.00-62.29 0.0000 0.0000 0.0000 0.0000 L3 62.29-42.88 0.0000 0.0000 0.0000 0.0000 L4 42.88-23.75 0.0000 0.0000 0.0000 0.0000 L5 23.75-4.92 0.0000 0.0000 0.0000 0.0000 L6 4.92-0.00 0.0000 0.0000 0.0000 0.0000 Note: For pole sections, center of pressure calculations do not consider feed line shielding. Shielding Factor Ka Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice Ka Ice L1 1 1/2 82.00 - 85.00 1.0000 1.0000 L2 1 1/2 62.29 - 82.00 1.0000 1.0000 L3 1 1/2 42.88 - 62.29 1.0000 1.0000 L4 1 1/2 23.75 - 42.88 1.0000 1.0000 L5 1 1/2 4.92 - 23.75 1.0000 1.0000 L6 1 1/2 0.00 - 4.92 1.0000 1.0000 Discrete Tower Loads Description Face or Leg Offset Type Offsets: Horz Lateral Vert ft ft ft Azimuth Adjustmen t ° Placement ft CAAA Front ft2 CAAA Side ft2 Weight lb NHH-65B-R2B A From Leg 1.00 0.00 0.00 0.0000 102.00 No Ice 4.16 2.49 43.70 NHH-65B-R2B B From Leg 1.00 0.00 0.00 0.0000 102.00 No Ice 4.16 2.49 43.70 NHH-65B-R2B C From Leg 1.00 0.00 0.00 0.0000 102.00 No Ice 4.16 2.49 43.70 Tower Pressures - No Ice GH = 1.100 August 03, 2021 102 Ft Cow/Colt Structural Analysis Selva Marina Relo Project Number 21-5291 Page 11 tnxTower Report - version 8.1.1.0 Section Elevation ft z ft KZ qz psf AG ft2 F a c e AF ft2 AR ft2 Aleg ft2 Leg % CAAA In Face ft2 CAAA Out Face ft2 L1 102.00- 82.00 92.00 1.244 48 8.333 A B C 8.333 8.333 8.333 0.000 0.000 0.000 8.333 100.00 100.00 100.00 0.000 0.000 2.781 0.000 0.000 0.000 L2 82.00- 62.29 72.15 1.182 45 9.854 A B C 9.854 9.854 9.854 0.000 0.000 0.000 9.854 100.00 100.00 100.00 0.000 0.000 18.270 0.000 0.000 0.000 L3 62.29- 42.88 52.58 1.105 42 11.326 A B C 11.326 11.326 11.326 0.000 0.000 0.000 11.326 100.00 100.00 100.00 0.000 0.000 17.999 0.000 0.000 0.000 L4 42.88- 23.75 33.31 1.004 39 12.750 A B C 12.750 12.750 12.750 0.000 0.000 0.000 12.750 100.00 100.00 100.00 0.000 0.000 17.729 0.000 0.000 0.000 L5 23.75-4.92 14.33 0.85 33 14.125 A B C 14.125 14.125 14.125 0.000 0.000 0.000 14.125 100.00 100.00 100.00 0.000 0.000 17.458 0.000 0.000 0.000 L6 4.92-0.00 2.46 0.85 33 4.098 A B C 4.098 4.098 4.098 0.000 0.000 0.000 4.098 100.00 100.00 100.00 0.000 0.000 4.558 0.000 0.000 0.000 Tower Pressure - Service GH = 1.100 Section Elevation ft z ft KZ qz psf AG ft2 F a c e AF ft2 AR ft2 Aleg ft2 Leg % CAAA In Face ft2 CAAA Out Face ft2 L1 102.00- 82.00 92.00 1.244 10 8.333 A B C 8.333 8.333 8.333 0.000 0.000 0.000 8.333 100.00 100.00 100.00 0.000 0.000 2.781 0.000 0.000 0.000 L2 82.00- 62.29 72.15 1.182 9 9.854 A B C 9.854 9.854 9.854 0.000 0.000 0.000 9.854 100.00 100.00 100.00 0.000 0.000 18.270 0.000 0.000 0.000 L3 62.29- 42.88 52.58 1.105 9 11.326 A B C 11.326 11.326 11.326 0.000 0.000 0.000 11.326 100.00 100.00 100.00 0.000 0.000 17.999 0.000 0.000 0.000 L4 42.88- 23.75 33.31 1.004 8 12.750 A B C 12.750 12.750 12.750 0.000 0.000 0.000 12.750 100.00 100.00 100.00 0.000 0.000 17.729 0.000 0.000 0.000 L5 23.75-4.92 14.33 0.85 7 14.125 A B C 14.125 14.125 14.125 0.000 0.000 0.000 14.125 100.00 100.00 100.00 0.000 0.000 17.458 0.000 0.000 0.000 L6 4.92-0.00 2.46 0.85 7 4.098 A B C 4.098 4.098 4.098 0.000 0.000 0.000 4.098 100.00 100.00 100.00 0.000 0.000 4.558 0.000 0.000 0.000 Tower Forces - No Ice - Wind Normal To Face Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face L1 102.00- 82.00 17.82 312.38 A B C 1 1 1 2.1 2.1 2.1 48 1 1 1 1 1 1 16.667 16.667 16.667 920.17* 46.01 C L2 82.00- 62.29 117.07 351.41 A B C 1 1 1 2.1 2.1 2.1 45 1 1 1 1 1 1 19.708 19.708 19.708 1033.81* 52.46 C L3 62.29- 42.88 115.34 407.66 A B C 1 1 1 2.1 2.1 2.1 42 1 1 1 1 1 1 22.653 22.653 22.653 1111.72* 57.26 C L4 42.88- 113.60 462.05 A 1 2.1 39 1 1 25.500 1136.78 * 59.44 C August 03, 2021 102 Ft Cow/Colt Structural Analysis Selva Marina Relo Project Number 21-5291 Page 12 tnxTower Report - version 8.1.1.0 Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face 23.75 B C 1 1 2.1 2.1 1 1 1 1 25.500 25.500 L5 23.75- 4.92 111.87 514.60 A B C 1 1 1 2.1 2.1 2.1 33 1 1 1 1 1 1 28.249 28.249 28.249 1066.03* 56.60 C L6 4.92-0.00 29.21 149.91 A B C 1 1 1 2.1 2.1 2.1 33 1 1 1 1 1 1 8.195 8.195 8.195 309.25* 62.89 C Sum Weight: 504.90 2198.01 *2.1Ag limit 5577.75 Tower Forces - No Ice - Wind 45 To Face Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face L1 102.00- 82.00 17.82 312.38 A B C 1 1 1 2.1 2.1 2.1 48 1.2 1.2 1.2 1.2 1.2 1.2 20.000 20.000 20.000 920.17* 46.01 C L2 82.00- 62.29 117.07 351.41 A B C 1 1 1 2.1 2.1 2.1 45 1.2 1.2 1.2 1.2 1.2 1.2 23.650 23.650 23.650 1033.81* 52.46 C L3 62.29- 42.88 115.34 407.66 A B C 1 1 1 2.1 2.1 2.1 42 1.2 1.2 1.2 1.2 1.2 1.2 27.183 27.183 27.183 1111.72* 57.26 C L4 42.88- 23.75 113.60 462.05 A B C 1 1 1 2.1 2.1 2.1 39 1.2 1.2 1.2 1.2 1.2 1.2 30.600 30.600 30.600 1136.78* 59.44 C L5 23.75- 4.92 111.87 514.60 A B C 1 1 1 2.1 2.1 2.1 33 1.2 1.2 1.2 1.2 1.2 1.2 33.899 33.899 33.899 1066.03* 56.60 C L6 4.92-0.00 29.21 149.91 A B C 1 1 1 2.1 2.1 2.1 33 1.2 1.2 1.2 1.2 1.2 1.2 9.834 9.834 9.834 309.25* 62.89 C Sum Weight: 504.90 2198.01 *2.1Ag limit 5577.75 Tower Forces - Service - Wind Normal To Face Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face L1 102.00- 82.00 17.82 312.38 A B C 1 1 1 2.1 2.1 2.1 10 1 1 1 1 1 1 16.667 16.667 16.667 187.48* 9.37 C L2 82.00- 62.29 117.07 351.41 A B C 1 1 1 2.1 2.1 2.1 9 1 1 1 1 1 1 19.708 19.708 19.708 210.64* 10.69 C L3 62.29- 42.88 115.34 407.66 A B C 1 1 1 2.1 2.1 2.1 9 1 1 1 1 1 1 22.653 22.653 22.653 226.51* 11.67 C L4 42.88- 23.75 113.60 462.05 A B C 1 1 1 2.1 2.1 2.1 8 1 1 1 1 1 1 25.500 25.500 25.500 231.62* 12.11 C L5 23.75- 111.87 514.60 A 1 2.1 7 1 1 28.249 217.20 * 11.53 C August 03, 2021 102 Ft Cow/Colt Structural Analysis Selva Marina Relo Project Number 21-5291 Page 13 tnxTower Report - version 8.1.1.0 Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face 4.92 B C 1 1 2.1 2.1 1 1 1 1 28.249 28.249 L6 4.92-0.00 29.21 149.91 A B C 1 1 1 2.1 2.1 2.1 7 1 1 1 1 1 1 8.195 8.195 8.195 63.01* 12.81 C Sum Weight: 504.90 2198.01 *2.1Ag limit 1136.46 Tower Forces - Service - Wind 45 To Face Section Elevation ft Add Weight lb Self Weight lb F a c e e CF qz psf DF DR AE ft2 F lb w plf Ctrl. Face L1 102.00- 82.00 17.82 312.38 A B C 1 1 1 2.1 2.1 2.1 10 1.2 1.2 1.2 1.2 1.2 1.2 20.000 20.000 20.000 187.48* 9.37 C L2 82.00- 62.29 117.07 351.41 A B C 1 1 1 2.1 2.1 2.1 9 1.2 1.2 1.2 1.2 1.2 1.2 23.650 23.650 23.650 210.64* 10.69 C L3 62.29- 42.88 115.34 407.66 A B C 1 1 1 2.1 2.1 2.1 9 1.2 1.2 1.2 1.2 1.2 1.2 27.183 27.183 27.183 226.51* 11.67 C L4 42.88- 23.75 113.60 462.05 A B C 1 1 1 2.1 2.1 2.1 8 1.2 1.2 1.2 1.2 1.2 1.2 30.600 30.600 30.600 231.62* 12.11 C L5 23.75- 4.92 111.87 514.60 A B C 1 1 1 2.1 2.1 2.1 7 1.2 1.2 1.2 1.2 1.2 1.2 33.899 33.899 33.899 217.20* 11.53 C L6 4.92-0.00 29.21 149.91 A B C 1 1 1 2.1 2.1 2.1 7 1.2 1.2 1.2 1.2 1.2 1.2 9.834 9.834 9.834 63.01* 12.81 C Sum Weight: 504.90 2198.01 *2.1Ag limit 1136.46 Force Totals (Does not include forces on guys) Load Case Vertical Forces lb Sum of Forces X lb Sum of Forces Z lb Sum of Torques lb-ft Leg Weight 2198.01 Bracing Weight 0.00 Total Member Self-Weight 2198.01 Guy Weight 191.25 Total Weight 3025.26 Wind 0 deg - No Ice 0.00 -6060.16 0.00 Wind 30 deg - No Ice 3030.08 -5248.26 0.00 Wind 60 deg - No Ice 5248.26 -3030.08 0.00 Wind 90 deg - No Ice 6060.16 0.00 0.00 Wind 120 deg - No Ice 5248.26 3030.08 0.00 Wind 150 deg - No Ice 3030.08 5248.26 0.00 Wind 180 deg - No Ice 0.00 6060.16 0.00 Wind 210 deg - No Ice -3030.08 5248.26 0.00 Wind 240 deg - No Ice -5248.26 3030.08 0.00 Wind 270 deg - No Ice -6060.16 0.00 0.00 August 03, 2021 102 Ft Cow/Colt Structural Analysis Selva Marina Relo Project Number 21-5291 Page 14 tnxTower Report - version 8.1.1.0 Load Case Vertical Forces lb Sum of Forces X lb Sum of Forces Z lb Sum of Torques lb-ft Wind 300 deg - No Ice -5248.26 -3030.08 0.00 Wind 330 deg - No Ice -3030.08 -5248.26 0.00 Total Weight 3025.26 Wind 0 deg - Service 0.00 -1234.75 0.00 Wind 30 deg - Service 617.38 -1069.33 0.00 Wind 60 deg - Service 1069.33 -617.38 0.00 Wind 90 deg - Service 1234.75 0.00 0.00 Wind 120 deg - Service 1069.33 617.38 0.00 Wind 150 deg - Service 617.38 1069.33 0.00 Wind 180 deg - Service 0.00 1234.75 0.00 Wind 210 deg - Service -617.38 1069.33 0.00 Wind 240 deg - Service -1069.33 617.38 0.00 Wind 270 deg - Service -1234.75 0.00 0.00 Wind 300 deg - Service -1069.33 -617.38 0.00 Wind 330 deg - Service -617.38 -1069.33 0.00 Load Combinations Comb. No. Description 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg - No Ice+1.0 Guy 3 1.2 Dead+1.0 Wind 30 deg - No Ice+1.0 Guy 4 1.2 Dead+1.0 Wind 60 deg - No Ice+1.0 Guy 5 1.2 Dead+1.0 Wind 90 deg - No Ice+1.0 Guy 6 1.2 Dead+1.0 Wind 120 deg - No Ice+1.0 Guy 7 1.2 Dead+1.0 Wind 150 deg - No Ice+1.0 Guy 8 1.2 Dead+1.0 Wind 180 deg - No Ice+1.0 Guy 9 1.2 Dead+1.0 Wind 210 deg - No Ice+1.0 Guy 10 1.2 Dead+1.0 Wind 240 deg - No Ice+1.0 Guy 11 1.2 Dead+1.0 Wind 270 deg - No Ice+1.0 Guy 12 1.2 Dead+1.0 Wind 300 deg - No Ice+1.0 Guy 13 1.2 Dead+1.0 Wind 330 deg - No Ice+1.0 Guy 14 Dead+Wind 0 deg - Service+Guy 15 Dead+Wind 30 deg - Service+Guy 16 Dead+Wind 60 deg - Service+Guy 17 Dead+Wind 90 deg - Service+Guy 18 Dead+Wind 120 deg - Service+Guy 19 Dead+Wind 150 deg - Service+Guy 20 Dead+Wind 180 deg - Service+Guy 21 Dead+Wind 210 deg - Service+Guy 22 Dead+Wind 240 deg - Service+Guy 23 Dead+Wind 270 deg - Service+Guy 24 Dead+Wind 300 deg - Service+Guy 25 Dead+Wind 330 deg - Service+Guy Maximum Member Forces Sectio n No. Elevation ft Component Type Condition Gov. Load Comb. Axial lb Major Axis Moment lb-ft Minor Axis Moment lb-ft L1 102 - 82 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 10 -14134.76 1426.81 -812.82 Max. Mx 11 -12112.62 -2836.53 168.51 Max. My 2 -13883.45 -0.00 -2777.37 Max. Vy 11 905.65 -1163.79 60.87 Max. Vx 2 891.87 -0.00 -1260.84 Max. Torque 7 4.21 Guy A Bottom Tension 7 7183.53 August 03, 2021 102 Ft Cow/Colt Structural Analysis Selva Marina Relo Project Number 21-5291 Page 15 tnxTower Report - version 8.1.1.0 Sectio n No. Elevation ft Component Type Condition Gov. Load Comb. Axial lb Major Axis Moment lb-ft Minor Axis Moment lb-ft Top Tension 7 7208.05 Top Cable Vert 7 7052.41 Top Cable Norm 7 1488.83 Top Cable Tan 7 53.71 Bot Cable Vert 7 -6993.10 Bot Cable Norm 7 1636.84 Bot Cable Tan 7 142.89 Guy B Bottom Tension 11 7180.41 Top Tension 11 7204.92 Top Cable Vert 11 7049.37 Top Cable Norm 11 1488.09 Top Cable Tan 11 53.70 Bot Cable Vert 11 -6990.07 Bot Cable Norm 11 1636.10 Bot Cable Tan 11 142.87 Guy C Bottom Tension 5 7180.41 Top Tension 5 7204.92 Top Cable Vert 5 7049.37 Top Cable Norm 5 1488.09 Top Cable Tan 5 53.70 Bot Cable Vert 5 -6990.07 Bot Cable Norm 5 1636.10 Bot Cable Tan 5 142.87 L2 82 - 62.2917 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 10 -28534.02 1333.27 -769.87 Max. Mx 4 -19406.54 3245.65 -1869.83 Max. My 8 -19415.02 0.00 3752.48 Max. Vy 11 -737.57 2632.95 226.73 Max. Vx 8 -767.22 0.00 -1362.50 Max. Torque 7 13.99 Guy A Bottom Tension 7 8078.71 Top Tension 7 8098.28 Top Cable Vert 7 7815.81 Top Cable Norm 7 2119.28 Top Cable Tan 7 62.08 Bot Cable Vert 7 -7764.62 Bot Cable Norm 7 2227.03 Bot Cable Tan 7 128.69 Guy B Bottom Tension 11 8071.27 Top Tension 11 8090.84 Top Cable Vert 11 7808.68 Top Cable Norm 11 2117.16 Top Cable Tan 11 62.08 Bot Cable Vert 11 -7757.49 Bot Cable Norm 11 2224.91 Bot Cable Tan 11 128.68 Guy C Bottom Tension 5 8071.27 Top Tension 5 8090.84 Top Cable Vert 5 7808.68 Top Cable Norm 5 2117.16 Top Cable Tan 5 62.08 Bot Cable Vert 5 -7757.49 Bot Cable Norm 5 2224.91 Bot Cable Tan 5 128.68 L3 62.2917 - 42.875 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 10 -29139.63 15724.59 -9092.98 Max. Mx 11 -25706.16 16354.96 -1892.45 Max. My 2 -29102.21 0.00 18121.34 Max. Vy 5 1243.42 -16354.96 -1892.45 Max. Vx 8 1294.72 0.00 -13659.22 Max. Torque 7 13.99 L4 42.875 - 23.75 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 10 -39072.66 5156.03 -2982.19 Max. Mx 11 -25743.17 17599.20 -1856.14 Max. My 2 -29139.03 0.00 19211.40 Max. Vy 11 -1266.33 17599.20 -1856.14 Max. Vx 8 1330.46 0.00 -14971.18 August 03, 2021 102 Ft Cow/Colt Structural Analysis Selva Marina Relo Project Number 21-5291 Page 16 tnxTower Report - version 8.1.1.0 Sectio n No. Elevation ft Component Type Condition Gov. Load Comb. Axial lb Major Axis Moment lb-ft Minor Axis Moment lb-ft Max. Torque 7 17.34 Guy A Bottom Tension 9 6325.38 Top Tension 9 6336.44 Top Cable Vert 9 5654.71 Top Cable Norm 9 2859.12 Top Cable Tan 9 9.76 Bot Cable Vert 9 -5620.21 Bot Cable Norm 9 2902.07 Bot Cable Tan 9 40.90 Guy B Bottom Tension 11 6322.98 Top Tension 11 6334.04 Top Cable Vert 11 5652.58 Top Cable Norm 11 2858.01 Top Cable Tan 11 9.77 Bot Cable Vert 11 -5618.08 Bot Cable Norm 11 2900.96 Bot Cable Tan 11 40.90 Guy C Bottom Tension 5 6322.98 Top Tension 5 6334.04 Top Cable Vert 5 5652.58 Top Cable Norm 5 2858.01 Top Cable Tan 5 9.77 Bot Cable Vert 5 -5618.08 Bot Cable Norm 5 2900.96 Bot Cable Tan 5 40.90 L5 23.75 - 4.917 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 10 -39820.27 6877.25 -3966.79 Max. Mx 5 -35884.92 -8494.86 -409.25 Max. My 8 -28610.66 0.00 -8267.54 Max. Vy 12 -708.44 7161.89 4137.42 Max. Vx 8 814.34 0.00 -8267.54 Max. Torque 7 17.31 L6 4.917 - 0 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 10 -40035.95 9673.33 -5580.31 Max. Mx 5 -36100.86 -12301.59 18.01 Max. My 8 -28826.91 0.00 -12903.84 Max. Vy 12 -933.00 11176.91 6457.98 Max. Vx 8 1073.63 0.00 -12903.84 Max. Torque 7 17.31 Maximum Reactions Location Condition Gov. Load Comb. Vertical lb Horizontal, X lb Horizontal, Z lb Mast Max. Vert 10 40036.13 672.67 -384.49 Max. Hx 12 28817.28 926.26 539.00 Max. Hz 2 40000.24 0.00 781.77 Max. Mx 2 11199.11 0.00 781.77 Max. Mz 5 12301.59 -894.78 91.01 Max. Torsion 7 17.32 -371.84 -814.67 Min. Vert 1 22682.80 0.00 2.95 Min. Hx 4 28817.28 -926.26 539.00 Min. Hz 8 28827.20 0.00 -1065.85 Min. Mx 8 -12903.84 0.00 -1065.85 Min. Mz 11 -12301.59 894.78 91.01 Min. Torsion 9 -17.32 371.84 -814.67 Guy C @ 21.5 ft Elev 0 ft Azimuth 240 deg Max. Vert 10 -1074.84 -93.45 53.95 Max. Hx 10 -1074.84 -93.45 53.95 Max. Hz 3 -20354.67 -5697.36 3649.26 Min. Vert 5 -20365.63 -6012.27 3110.38 Min. Hx 5 -20365.63 -6012.27 3110.38 August 03, 2021 102 Ft Cow/Colt Structural Analysis Selva Marina Relo Project Number 21-5291 Page 17 tnxTower Report - version 8.1.1.0 Location Condition Gov. Load Comb. Vertical lb Horizontal, X lb Horizontal, Z lb Min. Hz 9 -1282.62 -214.19 9.85 Guy B @ 21.5 ft Elev 0 ft Azimuth 120 deg Max. Vert 6 -1074.84 93.45 53.95 Max. Hx 11 -20365.63 6012.27 3110.38 Max. Hz 13 -20354.67 5697.36 3649.26 Min. Vert 11 -20365.63 6012.27 3110.38 Min. Hx 6 -1074.84 93.45 53.95 Min. Hz 7 -1282.62 214.19 9.85 Guy A @ 21.5 ft Elev 0 ft Azimuth 0 deg Max. Vert 2 -1076.21 0.00 -108.23 Max. Hx 10 -17689.01 461.36 -5685.95 Max. Hz 2 -1076.21 0.00 -108.23 Min. Vert 9 -20377.93 312.47 -6765.93 Min. Hx 6 -17689.01 -461.36 -5685.95 Min. Hz 9 -20377.93 312.47 -6765.93 Tower Mast Reaction Summary Load Combination Vertical lb Shearx lb Shearz lb Overturning Moment, Mx lb-ft Overturning Moment, Mz lb-ft Torque lb-ft Dead Only 22682.80 0.00 -2.95 1.33 0.00 0.00 1.2 Dead+1.0 Wind 0 deg - No Ice+1.0 Guy 40000.24 -0.00 -781.77 -11199.11 0.00 0.00 1.2 Dead+1.0 Wind 30 deg - No Ice+1.0 Guy 36068.72 523.02 -736.23 -10662.02 -6165.07 -16.75 1.2 Dead+1.0 Wind 60 deg - No Ice+1.0 Guy 28817.28 926.26 -539.00 -6457.98 -11176.91 0.08 1.2 Dead+1.0 Wind 90 deg - No Ice+1.0 Guy 36101.10 894.78 -91.01 -18.01 -12301.59 16.70 1.2 Dead+1.0 Wind 120 deg - No Ice+1.0 Guy 40036.13 672.67 384.49 5580.31 -9673.33 -0.63 1.2 Dead+1.0 Wind 150 deg - No Ice+1.0 Guy 36101.37 371.84 814.67 10657.25 -6137.36 -17.32 1.2 Dead+1.0 Wind 180 deg - No Ice+1.0 Guy 28827.20 0.00 1065.85 12903.84 0.00 0.00 1.2 Dead+1.0 Wind 210 deg - No Ice+1.0 Guy 36101.37 -371.84 814.67 10657.25 6137.36 17.32 1.2 Dead+1.0 Wind 240 deg - No Ice+1.0 Guy 40036.13 -672.67 384.49 5580.31 9673.33 0.63 1.2 Dead+1.0 Wind 270 deg - No Ice+1.0 Guy 36101.10 -894.78 -91.01 -18.01 12301.59 -16.70 1.2 Dead+1.0 Wind 300 deg - No Ice+1.0 Guy 28817.28 -926.26 -539.00 -6457.98 11176.91 -0.08 1.2 Dead+1.0 Wind 330 deg - No Ice+1.0 Guy 36068.72 -523.02 -736.23 -10662.02 6165.07 16.75 Dead+Wind 0 deg - Service+Guy 22759.92 -0.00 -239.79 -2789.44 0.00 0.00 Dead+Wind 30 deg - Service+Guy 22760.69 118.41 -208.08 -2416.56 -1397.26 0.33 Dead+Wind 60 deg - Service+Guy 22761.41 205.07 -121.46 -1397.09 -2418.84 -0.00 Dead+Wind 90 deg - Service+Guy 22760.68 236.75 -3.10 -2.64 -2790.92 -0.33 Dead+Wind 120 deg - Service+Guy 22759.89 205.01 115.30 1393.87 -2415.21 -0.00 Dead+Wind 150 deg - Service+Guy 22760.64 118.34 201.99 2417.50 -1393.66 0.32 Dead+Wind 180 deg - Service+Guy 22761.36 0.00 233.73 2792.49 0.00 0.00 Dead+Wind 210 deg - Service+Guy 22760.64 -118.34 201.99 2417.50 1393.66 -0.32 Dead+Wind 240 deg - 22759.89 -205.01 115.30 1393.87 2415.21 0.00 August 03, 2021 102 Ft Cow/Colt Structural Analysis Selva Marina Relo Project Number 21-5291 Page 18 tnxTower Report - version 8.1.1.0 Load Combination Vertical lb Shearx lb Shearz lb Overturning Moment, Mx lb-ft Overturning Moment, Mz lb-ft Torque lb-ft Service+Guy Dead+Wind 270 deg - Service+Guy 22760.68 -236.75 -3.10 -2.64 2790.92 0.33 Dead+Wind 300 deg - Service+Guy 22761.41 -205.07 -121.46 -1397.09 2418.84 0.00 Dead+Wind 330 deg - Service+Guy 22760.69 -118.41 -208.08 -2416.56 1397.26 -0.33 Solution Summary Load Comb. Sum of Applied Forces Sum of Reactions % Error PX lb PY lb PZ lb PX lb PY lb PZ lb 1 0.00 -3025.24 0.00 0.00 3025.21 -0.01 0.001% 2 0.00 -3595.71 -7149.94 0.00 3595.69 7149.89 0.001% 3 3574.96 -3592.05 -6192.02 -3574.94 3592.04 6191.88 0.002% 4 6192.03 -3588.38 -3574.97 -6191.52 3588.37 3574.74 0.007% 5 7149.93 -3592.05 0.00 -7149.80 3592.04 0.05 0.002% 6 6192.03 -3595.71 3574.97 -6191.99 3595.69 -3574.95 0.001% 7 3574.96 -3592.05 6192.02 -3574.86 3592.04 -6191.93 0.002% 8 0.00 -3588.38 7149.94 0.00 3588.37 -7149.38 0.007% 9 -3574.96 -3592.05 6192.02 3574.86 3592.04 -6191.93 0.002% 10 -6192.03 -3595.71 3574.97 6191.99 3595.69 -3574.95 0.001% 11 -7149.93 -3592.05 0.00 7149.80 3592.04 0.05 0.002% 12 -6192.03 -3588.38 -3574.97 6191.52 3588.37 3574.74 0.007% 13 -3574.96 -3592.05 -6192.02 3574.94 3592.04 6191.88 0.002% 14 0.00 -3025.99 -1456.79 0.00 3025.99 1456.24 0.016% 15 728.39 -3025.24 -1261.62 -728.14 3025.24 1261.15 0.016% 16 1261.62 -3024.50 -728.40 -1261.17 3024.50 728.14 0.015% 17 1456.79 -3025.24 0.00 -1456.25 3025.24 0.01 0.016% 18 1261.62 -3025.99 728.40 -1261.14 3025.99 -728.12 0.017% 19 728.39 -3025.24 1261.62 -728.11 3025.24 -1261.16 0.016% 20 0.00 -3024.50 1456.79 0.00 3024.50 -1456.27 0.016% 21 -728.39 -3025.24 1261.62 728.11 3025.24 -1261.16 0.016% 22 -1261.62 -3025.99 728.40 1261.14 3025.99 -728.12 0.017% 23 -1456.79 -3025.24 0.00 1456.25 3025.24 0.01 0.016% 24 -1261.62 -3024.50 -728.40 1261.17 3024.50 728.14 0.015% 25 -728.39 -3025.24 -1261.62 728.14 3025.24 1261.15 0.016% Non-Linear Convergence Results Load Combination Converged? Number of Cycles Displacement Tolerance Force Tolerance 1 Yes 6 0.00000001 0.00002098 2 Yes 51 0.00009871 0.00003082 3 Yes 35 0.00008147 0.00003285 4 Yes 18 0.00000001 0.00004429 5 Yes 35 0.00008259 0.00003328 6 Yes 52 0.00009132 0.00002837 7 Yes 35 0.00008269 0.00003331 8 Yes 18 0.00000001 0.00004458 9 Yes 35 0.00008269 0.00003331 10 Yes 52 0.00009132 0.00002837 11 Yes 35 0.00008259 0.00003328 12 Yes 18 0.00000001 0.00004429 13 Yes 35 0.00008147 0.00003285 14 Yes 13 0.00000001 0.00000988 15 Yes 13 0.00000001 0.00000962 16 Yes 13 0.00000001 0.00000938 17 Yes 13 0.00000001 0.00000969 18 Yes 13 0.00000001 0.00000995 19 Yes 13 0.00000001 0.00000971 August 03, 2021 102 Ft Cow/Colt Structural Analysis Selva Marina Relo Project Number 21-5291 Page 19 tnxTower Report - version 8.1.1.0 20 Yes 13 0.00000001 0.00000948 21 Yes 13 0.00000001 0.00000971 22 Yes 13 0.00000001 0.00000995 23 Yes 13 0.00000001 0.00000969 24 Yes 13 0.00000001 0.00000938 25 Yes 13 0.00000001 0.00000962 Maximum Tower Deflections - Service Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° L1 102 - 82 2.381 20 0.0405 0.0002 L2 82 - 62.2917 1.966 20 0.1273 0.0001 L3 62.2917 - 42.875 1.371 20 0.2072 0.0001 L4 42.875 - 23.75 0.530 20 0.1421 0.0001 L5 23.75 - 4.917 0.196 20 0.0569 0.0000 L6 4.917 - 0 0.012 24 0.0224 0.0000 Critical Deflections and Radius of Curvature - Service Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 102.00 Guy 20 2.381 0.0405 0.0002 144904 79.93 Guy 20 1.917 0.1383 0.0001 25797 41.87 Guy 20 0.499 0.1366 0.0001 5527 Maximum Tower Deflections - Design Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt ° Twist ° L1 102 - 82 30.805 10 1.8366 0.0036 L2 82 - 62.2917 21.608 6 2.3891 0.0015 L3 62.2917 - 42.875 11.979 10 2.3196 0.0038 L4 42.875 - 23.75 4.008 2 1.2674 0.0040 L5 23.75 - 4.917 1.060 13 0.3868 0.0016 L6 4.917 - 0 0.057 12 0.1040 0.0003 Critical Deflections and Radius of Curvature - Design Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt ° Twist ° Radius of Curvature ft 102.00 Guy 10 30.805 1.8366 0.0036 12432 79.93 Guy 6 20.612 2.4236 0.0016 3279 41.87 Guy 2 3.733 1.2073 0.0040 700 Guy Design Data August 03, 2021 102 Ft Cow/Colt Structural Analysis Selva Marina Relo Project Number 21-5291 Page 20 tnxTower Report - version 8.1.1.0 Section No. Elevation ft Size Initial Tension lb Breaking Load lb Actual Tu lb Allowable Tn lb Required S.F. Actual S.F. L1 102.00 (A) (15) 3/8 EHS 2310.00 15399.96 7208.05 9240.00 1.000 1.282 102.00 (B) (14) 3/8 EHS 2310.00 15399.96 7204.92 9240.00 1.000 1.282 102.00 (C) (13) 3/8 EHS 2310.00 15399.96 7204.92 9240.00 1.000 1.282 L2 79.93 (A) (9) 3/8 EHS 2310.00 15399.96 8098.28 9240.00 1.000 1.141 79.93 (B) (8) 3/8 EHS 2310.00 15399.96 8090.84 9240.00 1.000 1.142 79.93 (C) (7) 3/8 EHS 2310.00 15399.96 8090.84 9240.00 1.000 1.142 L4 41.87 (A) (12) 3/8 EHS 2310.00 15399.96 6336.44 9240.00 1.000 1.458 41.87 (B) (11) 3/8 EHS 2310.00 15399.96 6334.04 9240.00 1.000 1.459 41.87 (C) (10) 3/8 EHS 2310.00 15399.96 6334.04 9240.00 1.000 1.459 Compression Checks Pole Design Data Section No. Elevation ft Size L ft Lu ft Kl/r A in2 Pu lb Pn lb Ratio Pu Pn L1 102 - 82 (1) HSS5x5x1/4 20.00 22.07 138.1 4.5900 -13911.60 54410.10 0.256 L2 82 - 62.2917 (2) HSS6x6x1/4 19.71 38.06 195.5 5.2400 -28534.00 30979.50 0.921 1 L3 62.2917 - 42.875 (3) HSS7x7x1/4 19.42 38.06 166.4 6.1700 -29139.60 50368.70 0.579 L4 42.875 - 23.75 (4) HSS8x8x1/4 19.13 41.87 159.2 7.1000 -38458.60 63273.80 0.608 L5 23.75 - 4.917 (5) HSS9x9x1/4 18.83 41.87 141.0 8.0300 -39820.30 91286.00 0.436 L6 4.917 - 0 (6) HSS10x10x1/4 4.92 41.87 126.7 8.9600 -40035.90 126190.00 0.317 1 P u / Pn controls Pole Bending Design Data Section No. Elevation ft Size Mux lb-ft Mnx lb-ft Ratio Mux Mnx Muy lb-ft Mny lb-ft Ratio Muy Mny L1 102 - 82 (1) HSS5x5x1/4 2786.35 34983.00 0.080 0.00 34983.00 0.000 L2 82 - 62.2917 (2) HSS6x6x1/4 1539.58 49335.00 0.031 0.00 49335.00 0.000 L3 62.2917 - 42.875 (3) HSS7x7x1/4 18164.42 68753.58 0.264 0.00 68753.58 0.000 L4 42.875 - 23.75 (4) HSS8x8x1/4 17802.00 91468.33 0.195 0.00 91468.33 0.000 ti' ti' ti' ti' ti' ti' ti' ti' ti' August 03, 2021 102 Ft Cow/Colt Structural Analysis Selva Marina Relo Project Number 21-5291 Page 21 tnxTower Report - version 8.1.1.0 Section No. Elevation ft Size Mux lb-ft Mnx lb-ft Ratio Mux Mnx Muy lb-ft Mny lb-ft Ratio Muy Mny L5 23.75 - 4.917 (5) HSS9x9x1/4 7939.27 117300.00 0.068 0.00 117300.00 0.000 L6 4.917 - 0 (6) HSS10x10x1/4 11167.50 145935.00 0.077 0.00 145935.00 0.000 Pole Shear Design Data Section No. Elevation ft Size Actual Vu lb Vn lb Ratio Vu Vn Actual Tu lb-ft Tn lb-ft Ratio Tu Tn L1 102 - 82 (1) HSS5x5x1/4 34.40 114016.00 0.000 0.16 8280.00 0.000 L2 82 - 62.2917 (2) HSS6x6x1/4 471.21 130162.00 0.004 0.50 31464.00 0.000 L3 62.2917 - 42.875 (3) HSS7x7x1/4 1097.39 153263.00 0.007 0.50 43470.00 0.000 L4 42.875 - 23.75 (4) HSS8x8x1/4 901.93 176364.00 0.005 0.63 57442.50 0.000 L5 23.75 - 4.917 (5) HSS9x9x1/4 538.59 199465.00 0.003 0.63 73140.00 0.000 L6 4.917 - 0 (6) HSS10x10x1/4 784.21 222566.00 0.004 0.63 91080.00 0.000 Pole Interaction Design Data Section No. Elevation ft Ratio Pu Pn Ratio Mux Mnx Ratio Muy Mny Ratio Vu Vn Ratio Tu Tn Comb. Stress Ratio Allow. Stress Ratio Criteria L1 102 - 82 (1) 0.256 0.080 0.000 0.000 0.000 0.298 1.000 4.8.1 L2 82 - 62.2917 (2) 0.921 0.031 0.000 0.004 0.000 0.921 1 1.000 4.8.1 L3 62.2917 - 42.875 (3) 0.579 0.264 0.000 0.007 0.000 0.749 1.000 4.8.1 L4 42.875 - 23.75 (4) 0.608 0.195 0.000 0.005 0.000 0.713 1.000 4.8.1 L5 23.75 - 4.917 (5) 0.436 0.068 0.000 0.003 0.000 0.448 1.000 4.8.1 L6 4.917 - 0 (6) 0.317 0.077 0.000 0.004 0.000 0.350 1.000 4.8.1 1 P u / Pn controls Section Capacity Table Section No. Elevation ft Component Type Size Critical Element P lb øPallow lb % Capacity Pass Fail L1 102 - 82 Pole HSS5x5x1/4 1 -13911.60 54410.10 29.8 Pass Guy A@102 3/8 15 7208.05 9240.00 78.0 Pass Guy B@102 3/8 14 7204.92 9240.00 78.0 Pass Guy C@102 3/8 13 7204.92 9240.00 78.0 Pass August 03, 2021 102 Ft Cow/Colt Structural Analysis Selva Marina Relo Project Number 21-5291 Page 22 tnxTower Report - version 8.1.1.0 Section No. Elevation ft Component Type Size Critical Element P lb øPallow lb % Capacity Pass Fail L2 82 - 62.2917 Pole HSS6x6x1/4 2 -28534.00 30979.50 92.1 Pass Guy A@79.9254 3/8 9 8098.28 9240.00 87.6 Pass Guy B@79.9254 3/8 8 8090.84 9240.00 87.6 Pass Guy C@79.9254 3/8 7 8090.84 9240.00 87.6 Pass L3 62.2917 - 42.875 Pole HSS7x7x1/4 3 -29139.60 50368.70 74.9 Pass L4 42.875 - 23.75 Pole HSS8x8x1/4 4 -38458.60 63273.80 71.3 Pass Guy A@41.8684 3/8 12 6336.44 9240.00 68.6 Pass Guy B@41.8684 3/8 11 6334.04 9240.00 68.6 Pass Guy C@41.8684 3/8 10 6334.04 9240.00 68.6 Pass L5 23.75 - 4.917 Pole HSS9x9x1/4 5 -39820.30 91286.00 44.8 Pass L6 4.917 - 0 Pole HSS10x10x1/4 6 -40035.90 126190.00 35.0 Pass Summary Pole (L2) 92.1 Pass Guy A (L2) 87.6 Pass Guy B (L2) 87.6 Pass Guy C (L2) 87.6 Pass RATING = 92.1 Pass August 03, 2021 102 Ft Cow/Colt Structural Analysis Selva Marina Relo Project Number 21-5291 Page 23 tnxTower Report - version 8.1.1.0 APPENDIX B BASE LEVEL DRAWING Consulting Engineers SMW Engineering 158 Business Center Drive Birmingham, AL 35244 Phone: (205) 252-6985 FAX: (205) 795-7262 Job: Selva Marina Relo COW Project: 21-5291 Client: Verizon Wireless Drawn by: Joe McAllister App'd: Code: TIA-222-H Date: 08/03/21 Scale: NTS Path: C:\Work from Home\21-5291 SELVA MARINA RELO TEMP\TNX Files\21-5291 Selva Marina Relo Temp.eri Dwg No. E-7 Feed Line Distribution Chart 0' - 102' Round Flat App In Face App Out Face Truss Leg Face A 82.00 62.29 79.9379.9379.93 42.88 23.75 4.92 0.00 102.00 El e v a t i o n ( f t ) Face B 85.00 Face C 82.00 62.29 79.9379.9379.93 42.88 23.75 4.92 0.00 102.00 85.00 (1 8 ) 1 / 2 T-1 9/02/2021 NO COPIES, REPRODUCTIONS, TRANSMISSIONS OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF CBVR TELECOM DESIGN GROUP. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF CBVR TELECOM DESIGN GROUP. ALL COPYRIGHTS RESERVED (C) 2021. THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OBTAINED. 610397 SELVA MARINA RELO - COW 469 11TH ST ATLANTIC BEACH, FL 32233 CBVR PROJECT #: VZW.125.21 ISSUE FOR PERMIT / CONSTRUCTION0 TITLE PAGE REAL STATE #: 172026-0000 JURISDICTION: CITY OF ATLANTIC BEACH LATITUDE: 30° 20' 10.2199" NORTH LONGITUDE: 81° 24' 19.85" WEST ADDRESS: 469 11TH ST, ATLANTIC BEACH, FL 32233 COUNTY: DUVAL COUNTY ARCHITECT/ ENGINEER: CBVR / HUGH O. REILLY, PE 6505 N HIMES AVE, TAMPA, FL 33634 PH: 305.439.6266 T-1 TITLE PAGE GENERAL ARCHITECTURAL/ CIVIL PLANS C-1 OVERALL VIEW WITH AERIAL C-3 PROPOSED TOWER ELEVATION G-1 GENERAL NOTES APPLICABLE CODES LIST OF DRAWINGS SITE INFORMATION PROJECT SUMMARY APPROVALS CONTACT INFORMATIONLOCATION SKETCH SITE DIRECTIONS C-2 PROPOSED COW COMPOUND PLAN APPLICANT : VERIZON WIRELESS 7701 E TELECOM PKWY. TEMPLE TERRACE, FL 33637 FROM I-95 N (TAMPA) 1. Get onto I-95 N toward Jacksonville. 2. Take exit 333 to merge onto FL-9B N toward Jax Beaches. 3. Merge onto I-295 N. 4. Take exit 48 toward FL-10 E/Atlantic Blvd. 5. Keep right at the fork, follow signs for Neptune Beach/Atlantic Beach/Jacksonville Beach and merge onto FL-10 E/Atlantic Blvd. 6. Merge onto FL-10 E/Atlantic Blvd. 7. Use the right lane to take the ramp to Hanna Park/St Johns River Ferry. 8. Merge onto Mayport Rd. 9. Turn right onto Donner Rd. 10. Turn left onto Sandpiper Ln E. 11. Turn right onto Linkside Dr. 12. Turn right onto 11th St. 13. The site is on the right. PROPERTY OWNER: _______________________________________ RF ENGINEER:_____________________________________________ CONSTRUCTION:___________________________________________ SITE ACQUISITION:_________________________________________ ZONING:__________________________________________________ NETWORK:________________________________________________ OPERATIONS:_____________________________________________ PROPERTY INFORMATION : CITY OF ATLANTIC BEACH 469 11TH ST ATLANTIC BEACH, FL 32233 C-5 CONSTRUCTION DETAILS C-4 COW DETAILS ELECTRICAL PLANS E-1 GROUNDING DETAILS PROPERTY OWNER : CITY OF ATLANTIC BEACH 800 SEMINOLE RD ATLANTIC BEACH, FL 32233 SITE NUMBER: 610397 SITE NAME: SELVA MARINA RELO - COW STRUCTURE TYPE: COW MARKET TYPE: JACKSONVILLE PROJECT: TEMPORARY COW AT ATLANTIC BEACH FLORIDA BUILDING CODE 2020 (7TH EDITION) WIND DESIGN CRITERIA A. ASCE 7 - 16 ULTIMATE WIND SPEED1 =129 MPH RISK CATEGORY = II EXPOSURE = C B. ANSI/ TIA-222-H STRUCTURE CLASS = II TOPOGRAPHIC CATEGORY = 1 - FLORIDA FIRE PREVENTION CODE - 2020 - 7TH EDITION - NATIONAL ELECTRIC CODE (NFPA 70-2017) - CITY AND OR COUNTY ORDINANCES THE SCOPE OF WORK CONSISTS OF INSTALLING EQUIPMENT ON AN EXISTING CONCRETE PAD AND ANTENNAS ON A TEMPORARY COW. EQUIPMENT AREA: ·INSTALLATION OF PROPOSED COW ·INSTALLATION OF PROPOSED SLEEPERS W/ UNISTRUTS ·INSTALLATION OF PROPOSED (3) 4449 RRUs ·INSTALLATION OF PROPOSED (3) 8843 RRUs ·INSTALLATION OF PROPOSED (3) DBC-AP-4SF QUADPLEXERS ·INSTALLATION OF PROPOSED PRECAST CONCRETE SLAB ·INSTALLATION OF PROPOSED FIBER CABINET TOWER RAD: ·INSTALLATION OF PROPOSED (3) ANTENNAS ·INSTALLATION OF PROPOSED (18) 1/2" COAX CABLES SITE LOCATION C-6 CONSTRUCTION DETAILS Fllnt Cons1ruct1on <~ Seftc@s •.,. T ("' 1 ~ \_ l \ \ '; " \ r, b .;z ~~a•'f- L1nkt1d•Dr -,~----,---! ;;( _______________ j \ i i ~ Pt ~=---- Know what's below ® Call before yo~ dig BY TELECOM DESIGN GROUP 6505 N HIMES AVE TAMPA, FLORIDA 33614 (77 o) 853-1233 FL CA# 31014 Al \\ Ill I/ IHI\\\\ ~ ~ ~ .,., --------- erizon✓ 7701 E TE TEMPLE TER~~~~MFPLKWY • 33637 G-1 9/02/2021 NO COPIES, REPRODUCTIONS, TRANSMISSIONS OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF CBVR TELECOM DESIGN GROUP. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF CBVR TELECOM DESIGN GROUP. ALL COPYRIGHTS RESERVED (C) 2021. THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OBTAINED. 610397 SELVA MARINA RELO - COW 469 11TH ST ATLANTIC BEACH, FL 32233 CBVR PROJECT #: VZW.125.21 ISSUE FOR PERMIT / CONSTRUCTION0 GENERAL NOTES SITE WORK NOTES 1. FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS. THE FOLLOWING DEFINITIONS SHALL APPLY: OWNER - VERIZON WIRELESS ENGINEER - CBVR TELECOM DESIGN GROUP CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 2. PRIOR TO SUBMITTING HIS BID. THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL EXISTING CONDITIONS, (2) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER. 3. A 9-FOOT (MIN) HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. 4. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL IN ADVANCE OF THE CONSTRUCTION START DATE. 5. LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR AND INCIDENTAL TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS AND/OR AS SPECIFIED HEREIN. LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SYSTEMS. INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. 6. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO PROCEED. 7. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS, EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ENGINEER AND THE CONSTRUCTION MANAGER. 8. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS. CERTIFICATES OF INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK. 9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. 10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES, ETC. AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME RESULTING FROM THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION OF THE CONSTRUCTION MANAGER. 11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS. KEEP THE GENERAL AREA CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND DISPOSING OF SAME IN A LEGAL MANNER. (2) UPON COMPLETION. LEAVE THE PREMISES IN A CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S RECOMMENDATIONS EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 13. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS. ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL AS LOCAL AND STATE CODES. ORDINANCES AND APPLICABLE REGULATIONS. 14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES. USING THE BEST SKILLS AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS. METHODS. TECHNIQUES. SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK. INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. 15. WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION. THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILT DRAWINGS. SWEEP TEST. CYLINDER TESTS. LIEN RELEASES. AND OTHER CLOSEOUT DOCUMENTATION AS REQUIRED BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNER'S ACCEPTANCE. 16. THE PROPOSED INSTALLATION WILL NOT: · INTERFERE WITH THE SAFE OPERATION OF TRAFFIC CONTROL EQUIPMENT; · INTERFERE WITH SIGHT LINES OR CLEAR ZONES FOR TRANSPORTATION, PEDESTRIANS, OR PUBLIC SAFETY PURPOSES; · INTERFERE WITH COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT OR SIMILAR FEDERAL OR STATE STANDARDS VERIZON WIRELESS MEETS ALL FCCS PLANNING IN REGARDS TO FREQUENCY AND POWER ASSIGNMENTS. THIS TAKES INTO ACCOUNT PUBLIC SAFETY AS WELL AS COMMERCIAL DEPLOYMENTS OF WIRELESS SYSTEMS. IN DOING SO, ISSUES WITH INTERFERENCE ARE VERY RARE BY DESIGN AND VERIZON WIRELESS ADHERES, TO ESTABLISHED FFC PROCEDURES SHOULD ANYTHING ARISE. 1. MATERIAL: A. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC "STEEL CONSTRUCTION MANUAL". B. ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. C. ALL STRUCTURAL PLATES, ANGLES. AND CHANNELS SHALL BE ASTM A36 AND ”HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. D. ALL TS MEMBERS SHALL BE ASTM A500 GRADE B (Fy=46ksi), AND ”HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. E. ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (Fy-42ksi), AND ”HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. F. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B, AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. 2. DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL. 3. WELDING: A. ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1, LATEST REVISION. B. ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING. 4. ALL BOLTS SHALL BE GALVANIZED 3/4" DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A “SNUG TIGHT'” CONDITION AS DEFINED BY AISC. SECURE NUT WITH LOCKING WASHER. 5. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE. 6. THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTION. 7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION. 8. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. 9. THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT RAINWATER INTRUSION. 10. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD SPLICES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED. THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SPLICES. 11. AT THE CONTRACTOR'S OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. 12. SUBMIT ORIGINAL SHOP DRAWINGS. INCLUDING COMPLETE DETAILS. SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS OF CUTS, CONNECTIONS, CAMBER, HOLE, AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, AND TYPE OF WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS' SECTIONS. 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE CITY AND/OR LOCAL UTILITIES. 6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. 7. ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT AND POLE AREAS AND THE SOIL SHALL BE STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 8. THE SUB-GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 9. BACKFILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE FREE OF ALL ROOTS, BOULDERS, OR OTHER DELETERIOUS MATERIAL. 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL. 11. SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE DRAWINGS. 1. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. 2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. 3. ALL EXISTING ACTIVE SEWER, WATER, GAS. ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED BY THE CONTRACTOR AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION SHALL BE USED WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. GENERAL NOTES:SITE WORK NOTES: STRUCTURAL STEEL NOTES: CBY TELECOM DESIGN GROUP DISCLAIMER: 6505 N HIMES AVE. TAMPA, FLORIDA 33614 (770) 853-1233 FL CA# 31014 PREPARED FOR---------.. verizon✓ 7701 E TELECOM PKWY TEMPLE TERRACE, FL 33637 PROJECT INFOR'-IATION ------- ISSUED DATES ---------- 09 .03.21 SHEET NAME--------- SHEET NUMBER ---------- X X X X X X X X X X X X X X X X X X X X X X X X X X X X P P P P P P P P F F F F F F F F F C-1 9/02/2021 NO COPIES, REPRODUCTIONS, TRANSMISSIONS OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF CBVR TELECOM DESIGN GROUP. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF CBVR TELECOM DESIGN GROUP. ALL COPYRIGHTS RESERVED (C) 2021. THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OBTAINED. 610397 SELVA MARINA RELO - COW 469 11TH ST ATLANTIC BEACH, FL 32233 CBVR PROJECT #: VZW.125.21 ISSUE FOR PERMIT / CONSTRUCTION0 OVERALL VIEW WITH AERIALOVERALL VIEW WITH AERIAL25' 50' 11x17 SCALE: 1"=50' GRAPHIC SCALE (SCALE IN FEET) 0' PROPOSED TEMPORARY 102' COW WITH VERIZON WIRELESS ANTENNAS PARCEL ID: 172026-0000 EXISTING PROPERTY BOUNDARY LINE, APPROX. EXISTING CHAIN-LINK FENCE, TYP. PROPOSED EQUIPMENT CABINETS AND ELECTRICAL EQUIPMENT ON PROPOSED COW, COORDINATE LOCATION LATITUDE: 30.336157 LONGITUDE: -81.405452 PROPOSED ELECTRICAL POWER ROUTE TO EXISTING METER ALONG FENCE LINE CONDUIT TO BE ABOVE GROUND SCH. 80 SUPPORTED BY UNISTRUTS ON SLEEPERS (±430' ) 11TH STREET L I N K S I D E D R I V E PROPOSED 40'X30' LEASE AREA FOR TEMPORARY USE COW EXISTING VERIZON WIRELESS LP GENERATOR AND 500 GAL. LP TANK TO BE RELOCATED AND USED BY LESSEE EXISTING BUILDINGEXISTING BUILDING EXISTING BUILDING EXISTING BUILDING L I N K S I D E D R I V E ± 3 0 ' ±40' EXISTING EQUIPMENT TO BE REMOVED AND STORED, BY OTHERS RELOCATED EXISTING VERIZON WIRELESS LP GENERATOR ON CONCRETE BALLASTS RELOCATED EXISTING VERIZON WIRELESS 500 GAL. LP TANK ON CONCRETE BALLASTS ± 6 ' EXISTING ELECTRICAL H-FRAME WITH METER CENTER TO BE UTILIZED BY VERIZON WIRELESS EXISTING WATER TOWER TO BE REMOVED AND REPLACED WITH PROPOSED MONOPOLE, BY OTHERS PROPOSED FIBER ROUTE TO EXISTING FIBER HAND HOLE AT ROW . CONTRACTOR TO SPLICE FIBER WITHIN EXISTING HAND HOLE. CONDUIT TO BE UNDERGROUND FROM FIBER HAND HOLE TO INSIDE FENCED COMPOUND THEN ABOVE GROUND WITH SCH. 80 CONDUIT SUPPORTED BY UNISTRUTS ON SLEEPERS (±430' ) EXISTING DOUBLE SWINGING ACCESS GATE HAND DIG TRENCH FROM FIBER HANDHOLE TO INSIDE FENCED COMPOUND. COORDINATE WITH VRZ CPM EXISTING FIBER HANDHOLES AT ROW CONTRACTOR TO IDENTIFY VERIZON FIBER HANDHOLE CBY TELECOM DESIGN GROUP DISCLAIMER: 6505 N HIMES AVE. TAMPA, FLORIDA 33614 (770) 853-1233 FL CA# 31014 ~ 01. 1111 111111\\\\ PREPARED FOR - verizon✓ 7701 E TELECOM PKWY TEMPLE TERRACE, FL 33637 PROJECT INFOR'-IATION ISSUED DATES SHEET NAME SHEET NUMBER 09 .03.21 P P P P P P P P P F F F F F F F F C-2 9/02/2021 NO COPIES, REPRODUCTIONS, TRANSMISSIONS OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF CBVR TELECOM DESIGN GROUP. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF CBVR TELECOM DESIGN GROUP. ALL COPYRIGHTS RESERVED (C) 2021. THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OBTAINED. 610397 SELVA MARINA RELO - COW 469 11TH ST ATLANTIC BEACH, FL 32233 CBVR PROJECT #: VZW.125.21 ISSUE FOR PERMIT / CONSTRUCTION0 PROPOSED COW COMPOUND PLANPROPOSED COW COMPOUND PLAN 3' 6' 11x17 SCALE: 1"=6' GRAPHIC SCALE (SCALE IN FEET) 0' PROPOSED TEMPORARY 102' COW WITH VERIZON WIRELESS ANTENNAS PROPOSED EQUIPMENT CABINETS AND ELECTRICAL EQUIPMENT ON PROPOSED COW, COORDINATE LOCATION LATITUDE: 30.336157 LONGITUDE: -81.405452 PROPOSED 40'X30' LEASE AREA FOR TEMPORARY USE COW RELOCATED EXISTING VERIZON WIRELESS LP GENERATOR ON CONCRETE BALLASTS RELOCATED EXISTING VERIZON WIRELESS 500 GAL. LP TANK ON CONCRETE BALLASTS ± 3 0 ' ±40' ± 6 ' EXISTING CONCRETE AREA 10' SAFETY BUFFER EXISTING GRASSY AREA EXISTING GRASSY AREA PROPOSED ELECTRICAL POWER ROUTE TO EXISTING METER ALONG FENCE LINE CONDUIT TO BE ABOVE GROUND SCH. 80 SUPPORTED BY UNISTRUTS ON SLEEPERS (±430' ) PROPOSED FIBER ROUTE TO EXISTING FIBER HAND HOLE AT ROW . CONTRACTOR TO SPLICE FIBER WITHIN EXISTING HAND HOLE. CONDUIT TO BE UNDERGROUND FROM FIBER HAND HOLE TO INSIDE FENCED COMPOUND THEN ABOVE GROUND WITH SCH. 80 CONDUIT SUPPORTED BY UNISTRUTS ON SLEEPERS (±430' ) PROPOSED FIBER CABINET ON PREFAB CONCRETE SLAB SEE DETAIL SHT C-5 / I I ~~------~--------------_--I I ----~ I \ -------- - \ \ 0 i /G.\ / --------- '1---'-----/ \ -------/ \ \ \ \ \ -\ --l ------------------~--------------------- \ \ _J BY TELECOM DESIGN 6505 N HIMES GROUP TAMPA AVE (770~\0 5~'. ~~3~3614 FL CA# 31014 erizon 7701 ET TEMPLE TE~~~COM PKWY CE, FL 33637 C-3 9/02/2021 NO COPIES, REPRODUCTIONS, TRANSMISSIONS OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF CBVR TELECOM DESIGN GROUP. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF CBVR TELECOM DESIGN GROUP. ALL COPYRIGHTS RESERVED (C) 2021. THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OBTAINED. 610397 SELVA MARINA RELO - COW 469 11TH ST ATLANTIC BEACH, FL 32233 CBVR PROJECT #: VZW.125.21 ISSUE FOR PERMIT / CONSTRUCTION0 PROPOSED TOWER ELEVATION NOTES: 1. REQUEST CURRENT RFDS BEFORE INSTALLATION 2. ANTENNA DIAGRAMS ARE FROM RFDS T.O. SECTION ±105' TRAILER TELESCOPING TOWER PROPOSED (18) 1/2" Ø COAXIAL CABLES SECURED TO THE COW PROPOSED VZW ANTENNAS RAD CENTER ±102' PROPOSED ANTENNA MOUNT DETAIL & SCHEDULE NOT TO SCALE ANT. MARK SECTOR PROPOSED ANTENNA AZIMUTH RAD CENTER ELEC DOWN MECH DOWN CABLE LENGTH PROPOSED CABLE A-1 A NHH-65B-R2B 0° 102' * * 110 +/- LFT (18) 1/2" Ø COAXIAL CABLEB-1 B 120° 102' * * * * PROPOSED COW ELEVATION NOT TO SCALE AZ = A N T E N N A B - 1 12 0 . 0 0 ° PROPOSED (3) ANTENNAS MOUNTED TO TEMPORARY COW PROPOSED NHH-65B-R2B ANTENNA (TYP. OF 3) * PER RFDS EL. 102' AZ = AN T E N N A A - 1 0° PROPOSED RRU MOUNT DETAIL NOT TO SCALE PROPOSED RRU 4449 (TYP. OF 3) PROPOSED RRU 8843 (TYP. OF 3) EL. 98' PROPOSED VZW RRUS RAD CENTER ±98' C-1 C NHH-65B-R2B NHH-65B-R2B 240° 102' AZ=ANTE N N A C - 1 240. 0 0 ° GROUND LEVEL PROPOSED DBC-A-P-4SF QUADPLEXER (TYP. OF 3, 1 PER SECTOR) NOTE: 1. CBVR HAS NOT COMPLETED A STRUCTURAL ANALYSIS REPORT OF THE PROPOSED COW, GUY WIRES, OR BALLAST AS PART OF OUR SCOPE. 2. REFERENCE COW STRUCTURAL ANALYSIS REPORT BY OTHERS. AND FOLLOW ALL REQUIRED SPECIFICATIONS FOR GUY WIRE AND BALLAST SIZE, WEIGHT, TENSION, AND CONFIGURATION. \ \_ ----~..,_; --------~~ V CBV TELECOM DESIGN GROUP DISCLAIMER: 6505 N HIMES AVE. TAMPA, FLORIDA 33614 (770) 853-1233 FL CA# 31014 PREPARED FOR-------~ verizon✓ 7701 E TELECOM PKWY TEMPLE TERRACE, FL 33637 PROJECT INFORMATION-----------.. ISSUED DATES 09.03.21 SHEET NAME--------- SHEET NUMBER ------- C-4 9/02/2021 NO COPIES, REPRODUCTIONS, TRANSMISSIONS OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF CBVR TELECOM DESIGN GROUP. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF CBVR TELECOM DESIGN GROUP. ALL COPYRIGHTS RESERVED (C) 2021. THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OBTAINED. 610397 SELVA MARINA RELO - COW 469 11TH ST ATLANTIC BEACH, FL 32233 CBVR PROJECT #: VZW.125.21 ISSUE FOR PERMIT / CONSTRUCTION0 COW DETAILS PROPOSED COW DETAILS NOT TO SCALE I N D U S T R I E S • I N C. Industry leader setting the standard for mobile tower vertical loading. Peak Industries Inc. Standard Trailer w/ 120' Pinned Tower Trailer: Model: PK-120PTH Dimensions: 8'6" x 21'6" {80" x 18' Deck) Deck Height: 24" Deck Material: 14ga Diamond Treadplate Axels: Tandem 7000Ib Axle's {Total GVWR 14000Ibs) Optional Weights Dry Weight: 9520Ibs lounge: Ball 2 5/16" Tower: Model: PK-120PTH (Pinned Tower Horizontal Travel) Height: 120' Rad Center Mechanical: Hydraulic Structural: Steel Tube ¼" Wall (Engineered 90 mph Winds, ½" Radial Ice) Locking Mechanism: Pinned (Manual) Support: Guyed -¼" Galvanized IPS Wire Rope CBY TELECOM DESIGN GROUP DISCLAIMER: 6505 N HIMES AVE. TAMPA, FLORIDA 33614 (770) 853-1233 FL CA# 31014 PREPARED FOR-------- verizon✓ 7701 E TELECOM PKWY TEMPLE TERRACE, FL 33637 PROJECT INFOR'-IATION ------- ISSUED DATES 09 .03.21 SHEET NAME---------- SHEET NUMBER -------- C-5 9/02/2021 NO COPIES, REPRODUCTIONS, TRANSMISSIONS OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF CBVR TELECOM DESIGN GROUP. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF CBVR TELECOM DESIGN GROUP. ALL COPYRIGHTS RESERVED (C) 2021. THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OBTAINED. 610397 SELVA MARINA RELO - COW 469 11TH ST ATLANTIC BEACH, FL 32233 CBVR PROJECT #: VZW.125.21 ISSUE FOR PERMIT / CONSTRUCTION0 CONSTRUCTION DETAILS FOR CONDUIT & FIBER SUPPORT PROPOSED DURA-BLOK CABLE SUPPORT (B-LINE (DURA-BLOK) P/N DBXX). INSTALL PER MANUFACTURER'S RECOMMENDATIONS AT 5'-0" O.C. MAX. 2'-8" 24"x24" MAT CONDUIT CABLE SUPPORT SLEEPER DETAIL PROVIDE DURA-BLOK (OR APPROVED EQUAL) SLEEPERS, GALVANIZED OR ALIMINUM UNISTRUT FRAME. CABLE SUPPORT DETAILS NOT TO SCALE PROPOSED DURA-BLOK CABLE SUPPORT (B-LINE (DURA-BLOK) P/N DBXX). INSTALL PER MANUFACTURER'S RECOMMENDATIONS AT 5'-0" O.C. MAX. PROPOSED CONDUIT, TYP. PROPOSED 36" x 48" x 4" HURRICANE PAD ITEM # H3648-4 BY DIVERSITECH OR APPROVED EQUIVALENT CABINET ANCHOR DETAIL NOT TO SCALE PROPOSED FIBER CABINET PROPOSED HURRICANE PADPROPOSED 36" x 48" x 4" HURRICANE PAD ITEM # H3648-4 BY DIVERSITECH OR APPROVED EQUIVALENT SECURED THE FIBER CABINET WITH (2) AUGER STYLE EARTH ANCHOR STRAP CABINET WITH 1-1/4 GALVANIZED STEEL STRAPS AND OR 7/32 CABLES FISH STRAP THOUGHT THE CABINET PULL BRACKETS P·art No. Height Width Overan Length DBS 511 (127mm) 6u (152mm) 4.8'"' (122mm) D810 5" (127mm) 6" (152mm) 9.6" 1244mm) D820 5" (127mm) 6' (152mm) 20.2" (513mm) D830 5" (127mm) 6' (152mm) 30.8' (782mm) D840 5' (1127mm) 6" (152mm) 41 .4" (1052mm) D848 5" (127mm) 6" (152mm) 52.0JI (1321 mm) DB10 CBY TELECOM DESIGN GROUP DISCLAIMER: 6505 N HIMES AVE. TAMPA, FLORIDA 33614 (770) 853-1233 FL CA# 31014 PREPARED FOR------- verizon✓ 7701 E TELECOM PKWY TEMPLE TERRACE, FL 33637 PROJECT INFOR'-IATION ------ ISSUED DATES ------- 09 .03.21 SHEET NAME------- SHEET NUMBER -------- C-6 9/02/2021 NO COPIES, REPRODUCTIONS, TRANSMISSIONS OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF CBVR TELECOM DESIGN GROUP. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF CBVR TELECOM DESIGN GROUP. ALL COPYRIGHTS RESERVED (C) 2021. THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OBTAINED. 610397 SELVA MARINA RELO - COW 469 11TH ST ATLANTIC BEACH, FL 32233 CBVR PROJECT #: VZW.125.21 ISSUE FOR PERMIT / CONSTRUCTION0 CONSTRUCTION DETAILS SIDE VIEW END VIEW TIE @ CONCRETE FLOOR NOTE: IF IT IS REQUIRED TO APPRECIABLY ALTER THE LENGTH OF THE FUEL LINE OR THE NUMBER OF BENDS FROM WHAT IS SHOWN IN THIS DIAGRAM, CONTRACTOR SHALL CONTACT ENGINEERING FIRM FOR RECALCULATION OF FUEL LINE SIZE. 1. PIPING (EFFECTIVE LENGTH) = 25' 2. FUEL DEMAND OF GENERATOR = 546,862 BTU/HR 3. BTU CAPACITY OF PIPING SYSTEM = 1,843,000 BTU/HR 4. ABOVE GROUND GALVANIZED PIPING SHALL BE GALVANIZED STEEL PIPING PER ASME B31.3 5. ALL GAS PIPING MATERIALS AND INSTALLATION TO BE IN ACCORDANCE WITH NFPA 58 AND 2017 FUEL GAS. PROPANE GENERATOR 3/4" SCH 40 METALLIC PIPE DIELECTRIC UNION AUTOMATIC SHUT OFF VALVE, IF NOT SUPPLIED WITH GENERATOR (SEE NOTE 6) 11" W.C. SECOND STAGE PROPANE REGULATOR 3/4" SCH 40 GALVANIZED STEEL PIPING (SEE NOTE 4) LENGTH = 1'-6" FBC TABLE 402.4(25) STEEL 500 GALLON PROPANE TANK DIELECTRIC UNION 10 PSI 1ST STAGE PROPANE REGULATOR MANUAL SHUT OFF VALVE 3/4" SCH 40 GALVANIZED STEEL PIPING LENGTH = 25'-0" (SEE NOTE 4) FUEL LINE DETAIL NOT TO SCALE 1-1/4" GALVANIZED STEEL CLASS B STRAP GROUND AUGER STYLE GROUND ANCHOR NOTE: VIEWS OF PROPANE TANK ARE FOR INFORMATIONAL PURPOSES ONLY. SEE MANUFACTURERS SPECIFICATIONS FOR EXACT DIMENSIONS AND DETAILS. TOP VIEW PROPOSED 18" x 40" x 4" HURRICANE PAD ITEM # H1840-4 BY DIVERSITECH OR APPROVED EQUIVALENT SECURED THE TANK WITH (4) AUGER STYLE EARTH ANCHOR STRAP CABINET WITH 1-1/4 GALVANIZED STAINLESS STEEL STRAPS GENERATOR METAL ENCLOSURE PROPOSED 18" x 40" x 4" HURRICANE PAD ITEM # H1840-4 BY DIVERSITECH OR APPROVED EQUIVALENT SECURED THE GENERATOR WITH (4) AUGER STYLE EARTH ANCHOR STRAP GENERATOR WITH (2) 1-1/4 GALVANIZED STAINLESS STEEL STRAPS AND OR 7/32 CABLES PROPANE TANK ANCHOR DETAIL NOT TO SCALE PROPANE GENERATOR ANCHOR DETAIL NOT TO SCALE 1-1/4" GALVANIZED STEEL CLASS B STRAP NOTE: CONTRACTOR TO PREPARE THE GROUND SURFACE FREE OF ANY ORGANIC MATERIAL PRIOR TO THE INSTALLATION OF THE PREFAB HURRICANE PADS NOTES: 1. CONTRACTOR TO PROVIDE & INSTALL A 500 GALLON LP TANK PER ASME & N.F.P.A. 58 (MOST CURRENT EDITIONS). 2. DESIGN CODE: ASME BOILER AND PRESSURE VESSEL CODE, SECTION VIII, DIVISION I, MOST CURRENT EDITION AND ADDENDUMS 3. DESIGN STANDARDS: N.F.P.A. 58 LP GAS CODE 4. DESIGN CONDITIONS: WATER CAPACITY = 500 GALLONS ALLOWABLE WORKING PRESSURE(PSIG) = 250 HYDROSTATIC TEST PRESSURE(PSIG) = 325 5. WIRELESS LPG FUEL MONITORING SYSTEM TO BE PROVIDED BY VERIZON AND INSTALLED BY CONTRACTOR. CONTRACTOR TO INSTALL SO THAT UNIT HAS A DIRECT VIEW TO THE LPG TANK. 6. TANK SHALL BE EQUIPPED WITH ROCHESTER WIRELESS REMOTE READY GAUGE WITH REED SWITCH MODULE (OR EQUIVALENT). 7. AFTER TANK INSTALLATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INITIAL FUELING. 8. CONTRACTOR SHALL INSTALL A MANUAL SHUT-OFF VALVE. TANK LID SHALL BE SIZED APPROPRIATELY TO ACCOMMODATE ADDITION OF SHUT-OFF VALVE. SHUT-OFF VALVE SHALL MEET THE CODE REQUIREMENTS OF NFPA 58.11.15.2.3. GAS PIPING NOTES FOR LINE BETWEEN 2ND STAGE REGULATOR & GENERATOR (PER 7TH EDITION 2020 FLORIDA BUILDING CODE FUEL GAS): 1. PIPING (EFFECTIVE LENGTH) = < 10' 2. FUEL DEMAND OF GENERATOR = 546,862 BTU/HR 3. BTU CAPACITY OF PIPING SYSTEM = 608,000 BTU/HR 4. ABOVE GROUND GALVANIZED PIPING SHALL BE GALVANIZED STEEL PIPING PER ASME B31.3 5. ALL GAS PIPING MATERIALS AND INSTALLATION TO BE IN ACCORDANCE WITH 7TH EDITION 2020 FLORIDA BUILDING CODE FUEL GAS. 6. GENERATOR SHALL BE EQUIPPED WITH A MANUAL AND AN AUTOMATIC SHUT-OFF VALVE PER NFPA 37, SECTION 5.4. GAS PIPING NOTES FOR LINE BETWEEN 1ST & 2ND STAGE REGULATORS (PER NFPA 58): 1- Q 1-1- === === === === === ~~ = === === === === === CBY TELECOM DESIGN GROUP DISCLAIMER: 6505 N HIMES AVE. TAMPA, FLORIDA 33614 (770) 853-1233 FL CA# 31014 PREPARED FOR------------.. verizon✓ 7701 E TELECOM PKWY TEMPLE TERRACE, FL 33637 PROJECT INFOR'-IATION ------- ISSUED DATES --------- 09 .03.21 SHEET NAME--------- SHEET NUMBER --------- E-1 9/02/2021 NO COPIES, REPRODUCTIONS, TRANSMISSIONS OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF CBVR TELECOM DESIGN GROUP. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF CBVR TELECOM DESIGN GROUP. ALL COPYRIGHTS RESERVED (C) 2021. THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OBTAINED. 610397 SELVA MARINA RELO - COW 469 11TH ST ATLANTIC BEACH, FL 32233 CBVR PROJECT #: VZW.125.21 ISSUE FOR PERMIT / CONSTRUCTION0 GROUNDING DETAILS EXTERIOR GROUND RING. #2 SOLID BARE TINNED COPPER GROUNDING CONDUCTOR NO SLAG OR DEFORMITIES ALLOWED EXOTHERMIC WELD (THERMOWELD OR EQUIVALENT) PARALLEL, NO T-WELD ALLOWED. MIN. TURNING RADIUS 45° (TYP.) JUMPER. #2 SOLID BARE TINNED COPPER GROUNDING CONDUCTOR EXOTHERMIC WELD DETAIL ELECTRICAL NOTES: ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (N.E.C.), AND APPLICABLE LOCAL CODES. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF NATIONAL ELECTRICAL CODE. ALL ELECTRICAL ITEMS SHALL BE U.L. APPROVED OR LISTED. ALL WIRES SHALL BE AWG MIN #12 THHN COPPER UNLESS NOTED. CONDUCTORS SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT UNLESS NOTED OTHERWISE. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE. BEND GROUNDING LEADS WITH A MINIMUM 8" RADIUS. ENGAGE AN INDEPENDENT TESTING FIRM TO TEST AND VERIFY THAT RESISTANCE DOES NOT EXCEED 5 OHMS TO GROUND. TEST GROUND RING RESISTANCE PRIOR TO MAKING FINAL GROUND CONNECTIONS TO INFRASTRUCTURE AND EQUIPMENT. GROUNDING AND OTHER OPERATIONAL TESTING SHALL BE WITNESSED BY VERIZON WIRELESSS REPRESENTATIVE. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE REQUIRED SO THAT CONDUIT BENDS DO NOT EXCEED 360°. OBTAIN PERMITS AND PAY FEES RELATED TO ELECTRICAL WORK PERFORMED ON THIS PROJECT. DELIVER COPIES OF ALL PERMITS TO VERIZON WIRELESS REPRESENTATIVE. SCHEDULE AND ATTEND INSPECTIONS RELATED TO ELECTRICAL WORK REQUIRED BY JURISDICTION HAVING AUTHORITY. CORRECT AND PAY FOR ANY WORK REQUIRED TO PASS ANY FAILED INSPECTION. REDLINED AS-BUILTS ARE TO BE DELIVERED TO VERIZON WIRELESS REPRESENTATIVE. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND LOCAL ORDINANCES, INSTALLED IN A NEAT MANNER, AND SHALL BE SUBJECT TO APPROVAL BY VERIZON WIRELESS REPRESENTATIVE. CONDUCT A PRE-CONSTRUCTION SITE VISIT AND VERIFY EXISTING SITE CONDITIONS AFFECTING THIS WORK. REPORT ANY OMISSIONS OR DISCREPANCIES FOR CLARIFICATION PRIOR TO THE START OF CONSTRUCTION. PROTECT ADJACENT STRUCTURES AND FINISHES FROM DAMAGE. REPAIR TO ORIGINAL CONDITION ANY DAMAGED AREA. REMOVE DEBRIS ON A DAILY BASIS. DEBRIS NOT REMOVED IN A TIMELY FASHION WILL BE REMOVED BY OTHERS AND THE RESPONSIBLE SUBCONTRACTOR SHALL BE CHARGED ACCORDINGLY. REMOVAL OF DEBRIS SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE. DEBRIS SHALL BE REMOVED FROM THE PROPERTY AND DISPOSED OF LEGALLY. UPON COMPLETION OF WORK, THE SITE SHALL BE CLEAN AND FREE OF DUST AND FINGERPRINTS. TYP. METALLIC GROUNDING DETAIL GROUNDING NOTES: ALL DOWN GROUND WIRE AND GROUND SYSTEM WIRE SHALL BE #2 AWG, SOLID, BARE, TINNED COPPER. ALL CONNECTIONS TO GROUND SYSTEM SHALL BE EXOTHERMICALLY WELDED. WHERE MECHANICAL GROUNDING CONNECTIONS ARE SPECIFIED, BOLTED, COMPRESSION-TYPE CLAMPS OR SPLIT-BOLT TYPE CONNECTORS SHALL BE USED. GRIND OFF GALVANIZING IN AFFECTED AREA. EXOTHERMICALLY WELD #2 CONDUCTOR. COLD-GALV AFTER. EXOTHERMICALLY WELD OTHER END TO GROUND. FOLLOWING COMPLETION OF WORK, CONDUCT GROUND TEST. SUBMIT WRITTEN TEST TO CONSTRUCTION MANAGER AND PROJECT MANAGER. ALL GROUNDING WORK SHALL COMPLY WITH VERIZON WIRELESS STANDARDS. UNLESS NOTED OTHERWISE, ALL GROUNDING SHALL BE IN ACCORDANCE WITH VERIZON WIRELESS'S REQUIREMENTS FOR "BONDING, GROUNDING AND TRANSIENT PROTECTION FOR CELL SITES", AND "SITE RESISTANCE TO EARTH TESTING". ALL GROUNDING SHALL ALSO COMPLY WITH ALL STATE AND LOCAL CODES, AND THE NATIONAL ELECTRICAL CODE (NEC). UNLESS NOTED OTHERWISE, ALL GROUNDING CONNECTIONS SHALL BE MADE BY AN EXOTHERMIC WELD. RESISTANCE TO EARTH TESTING IS REQUIRED PER NEC STANDARDS ON ALL NEW SITES. NEW INSTALLED ANTENNA PIPE MOUNTS SHALL BE EXOTHERMICAL GROUNDED W/ #2 AWG SOLID TINNED COPPER TO EXISTING GROUND SYSTEM (EACH SECTOR). ALL NEW COAX OR HYBRID CABLES SHALL BE GROUNDED W/ SUPPLIED GROUND KIT TO SECTOR GROUND SYSTEM. COVER HANDHOLE SHALL BE A MINIMUM OF 12"Wx12"L FINISH GRADE MIN. 30" DEPTH EXISTING EARTH 2 AWG TEST PIGTAIL MIN. 30" BELOW FROSTLINE GROUND RING SHALL BE A MINIMUM OF 30" BELOW GRADE AND BE BELOW LOCAL FROSTLINE 6" EXOTHERMIC WELD CONNECTION TREATED WITH TWO (2) COATS COLD GALVANIZED PAINT EXOTHERMIC CONNECTION DRIVEN COPPER CLAD GROUND ROD WELL SIZE OF 12"X24" WITH 6" CLEARANCE BELOW EXOTHERMIC WELD CONNECTION ALLOWS FOR USE OF CLAMP-ON GROUND METERS FOR TESTING GROUND SYSTEM. GROUND ROD DETAIL N.T.S. SRC No. 6 AGGREGATES OR SRC CR-6 CRUSH RUN MIN. 12" DEEP 10'-0" 5/8" DIAMETER COPPER CLAD STEEL GROUND ROD 10' LONG. AT LEAST 8' OF GROUND ROD IN CONTACT WITH SOIL GROUND ROD SHALL NOT BE ANGLED MORE THAN 30° FROM VERTICAL. ANGLE AWAY FROM SHELTER OR PAD WHERE POSSIBLE. GROUND RING FINISHED GRADE TEST WELL DETAIL N.T.S. 4 7/16"" 2 3/4" 2 " 1 LEGEND: 1. GROUND BAR, 1/4"X 4"X 20" 2. 5/8" LOCKWASHERS, H.K. PORTER OR APPROVED EQUIVALENT. 3. #2 TWO HOLE LONG BARRELL COMPRESSION LUG BY BURNDY OR APPROVED EQUIVALENT. 4. 5/8-11 X 1" HHCS BOLTS, H.K. PORTER OR APPROVED EQUIVALENT. * APPLY A NO-OXIDATION COMPOUND BEHIND AND ON ALL CONNECTIONS TO GROUND BUSS BAR. GROUND BAR DETAIL N.T.S. 3 1 N.T.S. N.T.S. BRASS TWO HOLE MECHANICAL CONNECTOR WITH STAINLESS HARDWARE PARALLEL EXOTHERMIC WELD TO GROUND RING #2 AWG BARE TINNED SOLID COPPER WIRE (UNIT BOND) METALLIC BOX, HOUSING ETC. 30° MAX ----------------~ "'"'"' / CBY TELECOM DESIGN GROUP DISCLAIMER: 6505 N HIMES AVE. TAMPA, FLORIDA 33614 (770) 853-1233 FL CA# 31014 ~ 01. I I I I //UI I\\\ PREPARED FOR --- verizon✓ 7701 E TELECOM PKWY TEMPLE TERRACE, FL 33637 PROJECT INFOR'-IATION ISSUED DATES SHEET NAME SHEET NUMBER 09 .03.21