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2301 MAYPORT RD - RIGHT OF WAY rs , • ,w '"s CITY OF ATLANTIC BEACH x-s) 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 'Pt st t) INSPECTION PHONE LINE 247-5814 RIGHT OF WAY - COMMERCIAL RIGHT OF WAY MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: ROW17-0025 Description: cell antenna modification -add 3 antennas & remote radios Estimated Value: 0 Issue Date: 12/1/2017 Expiration Date: 3/1/2018 PROPERTY ADDRESS: Address: 2301 MAYPORT RD RE Number: 169398 0070 PROPERTY OWNER: Name: CITY OF ATLANTIC BEACH Address: 716 OCEAN BVP 0 BOX 25 ATLANTIC BEACH, FL 32233-5428 GENERAL CONTRACTOR INFORMATION: Name: Address: , Phone: Name: ATLANTIC TOWER SERVICES, INC Address: 2544 E LANDSTREET RD #600 BENJAMIN R EKEY ORLANDO, FL 32824 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. ,;/LJ-vi-,-,,,,, City of Atlantic Beach APPLICATION NUMBER JS1,tEn,' S Building Department (To be assigned by the Building Department.) 800 Seminole Road //�� ' � �r Atlantic Beach, Florida 32233-5445 �.V� r Ooc�S Phone(904)247-5826 - Fax(904)247-5845 9r E-mail: building-dept@coab.us Date routed: 1 l (d 3' a cid City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: g‘3CA j\koy p�-+ 3 De ment review required Yes No d c-Scuildin Applicant: L1 ) J`21RSS (('Sir;r1-t-> Planning &Zoning Tree Administrator � uhli . /or s) Project: hR-nier1no two&\�:c�4 r' ' -- ( i 3 __kms a-c� oFP gr.-Asblic Utilitiej J . Public Safety `b-e `is-=1/ c,oG` ` Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: t6Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: :UILDING PLANNING & ZONING Reviewed by: Date: << t [t TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 l.��ui;.JCity of Atlantic Beach APPLICATION NUMBER (-- Building Department (To be assigned by the Building Department.) tea-- � 800 Seminole Road (ton �� J ',.,-- - .._ s) Atlantic Beach, Florida 32233-5445 UI.IJ� — Ooas w: - V Phone(904)247-5826 - Fax(904)247-5845 / �J ;ilcr E-mail: building-dept@coab.us NOV 0 3 2017 Date routed: 1 / 6 3( a o« City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: oZ 30t. ,may pc;.} Rc�c,3 DepEa>�tment review required Yes No 6 �uildinT' Applicant: -(,0 J`2..(RSS c{vrS? r-•*-� Planning &Zoning Tree Administrator Project: C.21\ R-n-Veenn, !'c&\Qcr. vM Nr at r-, 3 3iinitAms 0.-16. vFe d� blic Utilities J Public Safety iD.e.)c fi/. cAr-Ars te....' Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ❑Denied. V(Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b Date: //171.7 TREE ADMIN. Second Review: I 'Approved as revised. ['Denied. ['Not applicable BLIC Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 r (ToS� liy� I � City of Atlantic Beach APPLICATION NUMBER rj r \ Building Department be assigned by the Building Department.) j 800 Seminole Road ;, Atlantic Beach, Florida 32233-5445 cull - aoa5 ' Phone(904)247-5826 • Fax(904)247-5845 NOV 0 3 2011 ,,31�- E-mail: building-dept@coab.us Date routed: ) id 3 'a.on City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 30 ,f o\j co.-4. Rc�ctA De meet review required Yes No 0uildin Applicant: L_A_A s QJ Qc (fir-S(?r;r1i-) Planning &Zoning Tree Administrator z Project: Cp l.\ A—r- n.., e-&\Qc�- r' ' • . •r. - lltr��`t 3 An s °ea d� a� blic Utilities J Public Safety `to.zc.5-hi (_,L)G` -1/4-0.4-44_, Fire Services Review fee $ ! Dept Signature A-- \ Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING ->f.' PLANNING &ZONING t `'l Reviewed by: G" `—Date: TREE ADMIN. Second Review: I 'Approved as revised. ❑Denied. ['Not applicable PU111161,. •jib Comme, s: leMOPPa /1- P-17 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 i., „ CITY OF ATLANTIC BEACH 800 Seminole Road NOV 3 0 2017 Atlantic Beach,Florida 32233 . . REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date Revision to Issued Permit Corrections to Comments Permit# ROW 17-0025 Project Address Water Tank - Cell Tower work @ 2301 Mayport Road Contractor/Contact Name Change of Contractor to ATS - Atlantic Tower Services SCC131150970 Phone Debra Fowler 407-280-0958 Email debra.fowler@kgpco.com Description of Proposed Revision/Corrections: Permit Fee Due $ Changing contractor to ATS -Atlantic Tower Services, New permit application with signatures attached. Additional Increase in Building Value $ kAIA Additional S.F. NSA By signing below,l L_�S)t`G 'V \ - affirm the Revision is inclusive of the proposed changes. (printed name) ,c l� -- ._ W 0. � �.. \\ \ '3C, \`1 Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date RISTIW a CROSS (Office Use Only) i•i •• MV COMMISSION#FF237865 ,a EXPIRES June 04.2019 14011�1AflL'63 Fk.riMllouvy&u.w.a cow Approved Denied Not Applicable to Department Revision/Plan Review Comments Q3r{fY\t-t 4� 6\11-A �\t. cal `Ai t ,r\ (�-P-tS 0 10��t'l l�- — &(-rv-r t tki,(2_,-,) \f k l Q tAii kd Department Review Required: Building Planning & Zoning Reviewed By Tree Administrator Public Works t t� �� 1� Public Utilities Public Safety Date Fire Services . il REVISED Sprint # JA73XC054 Apo% t a ; 4 lding Permit Application ir City of Atlantic Beach • 800 Seminole Road, Atlantic Beach, FL 32233 / Changing GC Phone: (904) 247-5826 Fax:(904)247-5845 Job Address: 2301 Mayport Road Permit Number:_ ROW 17-0025 Legal Description 8-2S-29E PT GOVT LOT 7 RECD O/R BKS 4163-1108,1112 RE# Valuation of Work(Replacement Cost)$ Heated/Cooled SF Non-Heated/Cooled __ • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Cell Antenna modifications -Adding 3 Antennas and Remote Radios to existing water tank Florida Product Approval# for multiple products use product approval form Property Owner Information Name: City of Atlantic Beach Address: 716 Ocean By PO Box 25 _._. city Atlantic Beach State FL Zip 32233-5428 Phone E-Mail Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company:ATS - Atlantic Tower Services Qualifying Agent: Benjamin Ekey Address 2544 E Landstreet Rd Suite 600 Orlando, FLc42824 State Zip Office Phone 407-423-9071 Job Site/Contact Number 407-423-9071 for issuance 407-280-0958 State Certification/Registration ii SCC131150970 E-Mail permitting@accessats.com Architect Name&Phone# Foresite Group, Inc. 770-368-1399 Contact Dustin Bailey Engineer's Name&Phone# Adrian Rozen FL License 57905 Contact Dustin Bailey Workers Compensation — – Exempt/Insurer/Lease Employees/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 regulationg 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. 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 FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. \yc:: 5. 0 (Signature of Owner or Agent including Contractor) (SI:..ture of Contractor) Si ned and sworn to(or affixed)before me this?c2 day of Signed and .worn t. .r affirmed)before me this 30' day of OA[ „,, ..1 , by� � ' 7\�V N. VPm. • i,.Dl1 , by • II/ & , (r e--.--./ / A -- (Signature of Notary) . is ate Iv (Signature / . .”- _ ,.+. ✓` • KRISTIN A CROSS d t yOf iY*ut State of Florroa p:• ~k; Jemca N Rutz Yi,Personally Known OR o• (• ]Personally Known OR l My Co u ,u o°GG 156,478 a, : MY COMMISSION#FF237865 ( ]Produced Identification �+ t'�- O Produced Identification ! '4a n� Explrea 10/30/ 2t �a� EXPIRES June 04.2019 Tmme of Identification: Type of identification:_______,,.,-,,,7,--.3—, rk,MyaK of•YSNi vice.con. BL October 12, 2017 OCT 1 6 2017 City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, FL 32233 Subject: Permit Application for Sprint Modification to City Water Tank Please find the items below enclosed for the Sprint Cell Equipment ID # JA73XC054 upgrade located at 2301 Mayport Road—Cell Equipment located on City owned water tank • Permit Application • 3 sets of plans • 3 Structural letters • 3 mount analyses • Certificate of insurance If you have any questions regarding the submittal, please do not hesitate to contact me at the number below. Regards, Debra Fowler BlueStream/KGPCo, an authorized representative of Sprint 518 Heatheroak Cove Altamonte Springs, FL 32714 407-280-0958 O debra.fowler@kgpco.com A% Fc oi0 y FORESITE O/C� WESTBROOK ENGINEERING �+C1 (770) 753-9059 September 28,2017 L �.00004.4% James Westbrook W ESl c=us,o=ldenTrust ACES Unaffiliated Mr. Dustin Baile * eENa e9Q�, Individual,cn=lames Westbrook y � V f Q 0.9.2342.19200300.100.1.1=A0109800000 Foresite GroupN•• 65234 VA 015A295425A9000077CB This item has been electronically signed 3740 Davinci Ct,Suite 100 to:\ tom* and sealed by James P.Westbrook PE. STATE Ofd Printed copies of this document are not Peachtree Corners, GA 30092Rt a,�'O v considered sgned and sealed and the signature must be verged on any `4/ONA1.E, electronic copies.COA428473 2017.0928 16:01:43-04'00' Re: JA73XC054, Sprint DO Macro Upgrade Structural Verification of Water Tower Catwalk Mount SITE No :JA73XC054 SITE NAME :Atlantic Beach SITE ADDRESS : 2301 Mayport Road CT 1 6 2017 Atlantic Beach,FL 32233 COUNTY : Duval Latitude,Longitude : 30.349525°N,81.411716°W Dear Mr. Bailey; This letter summarizes the structural evaluation for the existing Water Tower Catwalk Mount in order to verify that the mount meets the requirements of the 2015 International Building Code and ASCE 7-10 standard for the existing and proposed loading.The following information was provided to us or obtained for the analysis: • The existing antenna mount information was obtained from the measurement and on-site photos prepared by Sprint subcontractors,dated March 28,2012. • The existing and proposed antenna loading information was obtained from the DO Macro Upgrade Construction Drawings prepared by Foresite Group,dated August 31,2017. Westbrook Engineering created the analysis model using RISA-3D software for the referenced antenna mount. Our analysis was based on the following design criteria. DESIGN CRITERIA - Analysis Standard : 2015 International Building Code /ASCE 7-10 - Basic Wind Speed : 129 mph (Ultimate 3-second gust wind speed) - Exposure Category : C—Open Terrain - Structural Category : II - Topographic Category : 1 —No abrupt changes in general topography - Mount Man Load : (2) 250 lbs. on Catwalk - RAD Center : 100 ft. AGL MOUNT ANALYSIS RESULTS Existing Mount Members 46.5% Sufficient Existing Plate Connections < 10% Sufficient , 10700 Abbotts Bridge Rd.,Suite 110•Duluth,GA 30097•Telephone:770.753.9059•Facsimile:770.753.0356 Mr.Dustin Bailey JA73XC054,Florida September 28,2017 Mount Certification Letter APPURTENANCE LOADING • Final Sprint Loading Summary(Proposed appurtenances are highlighted in bold type) Quantity Appurtenance Sector 1 Sector 2 Sector 3 RFS APXVERR18-C-2-19101 Panel Antenna 1 0 0 RFS APXVERRI8-C-1-19101 Panel Antenna 0 1 1 Commscope i fr1'65AP-1XR Panel Antenna 1 1 1 Ericsson RRU-11 1 1 1 Ericsson RRU-31 1 1 1 Ericsson RRU-82 1 1 1 NSN Radar Filter Unit FFHS 1 1 1 **Any loading currently installed on the mount and not listed in the'Final Loading Summary' to be removed prior to upgrade installation • Antenna Mount ASTM Specifications (Assumed) - Pipes : ASTM A53 Gr. B with the min. yield strength of 35 ksi - Angles &Plates : ASTM A36 with the min. yield strength of 36 ksi - Bolts : ASTM A325 - U-Bolts : ASTM A36 the min.yield strength of 36 ksi • Welding Standard - AWS D1.1 CONCLUSIONS&RECOMMENDATIONS -/ Based on our analysis,we conclude that the existing Water Tower Catwalk Mount meets the 111"` requirements of the 2015 International Building Code and ASCE 7-10 standard for the existing and proposed loading. Please note that this analysis is predicated on the assumptions and conditions stated herein.Any deviations from these parameters render this analysis null and void.This analysis does not consider construction loads including but not limited to rigging loads,erection loads, or falling impact loads. If any questions arise from your review,please call us at your earliest convenience. James Westbrook Very truly yours, WE$ 4 o=ldenTrust ACES Unaffiliated ted s.$c rE �' 9 ? Individual,cn=James Westbrook,Westbrook Engineering v gF�Qos 0.9.2342.19200300.100.1.1=A01098000 71 No. 55234 00015A295425A9000077C6 _* This item has been electronically signed R = 4 % and sealed by James P.Westbrook,PE. 9 Z o f f��$ Printed copies of this document are not P.Westbrook,P.E. �1c'` '�t-pa�o*y considered signed and sealed and the James �,�. (� signature must be verified on any Vice President WoNAt.fc� electronic copies.COA#28473 maw' 2017.09.2816:01:19-04'00' Attachments: 1. Mount Structural Analysis Report (14 Sheets) 2of2 JA73XC054 MOUNT STRUCTURAL ANALYSIS REPORT FOR PROPOSED SPRINT EQUIPMENT Y 40 1► z x A \,// . if,- \4... ,, / _.. • _,_,___,,, ..= / , _ _Alii 9 44110 . Westbrook Engineering SK- 1 AW JA73XC054 Mount Analysis Sept 28, 2017 at 8:55 AM Foresite Group JA73XC054 Mount Anaysis.r3d z 'x, • �V/•: 0. ier p�PE_125 ti�/ r PIPE_1.25ilkd0 0 �► N ti t Erball1111117., mmo Westbrook Engineering SK-2 AW JA73XC054 Mount Analysis Sept 28, 2017 at 8:56 AM Foresite Group JA73Xc054 Mount Anaysis.r3d 04 _31-0.51b -50lb -311. -801b r1,111;4011PIP IT • 4 1„.. Loads:BLC 1,DL w/Self Weight 1Westbrook Engineering SK-3 AW JA73XC054 Mount Analysis Sept 28, 2017 at 8:57 AM Foresite Group JA73XC054 Mount Analysis.r3d y iz x AA ' I li i I-i-,. No ice loading is required per TIA-222-G standard. Loads:BLC 2,Ice Weight Westbrook Engineering SK-4 AW JA73XC054 Mount Analysis Sept 28, 2017 at 9:04 AM Foresite Group JA73XC054 Mount Analysis.r3d • .Y •Z �X 1 4 261b/ft 14 021b/ft r 14.021b/ft 41. tirT4.Q.2.2,b/ft 44,4 p -14.04821b/ft.72 1b/ft 41 , 101110117 Ole -14.02121b/ft -01r4411* /ft-0 • 14.021b -321 . b -48.72 1b/ft � S� ta721b/ft149.921b r111111111111r411111M'Veill � -Niiiiib...-14,048..7ft21b/ft-.,,, -14.021 240.031b 44,721b/ft -14.021b/ft -14.021b/ft -14,0 7R" -48.721b/ft -48.721b/ft -48.721b/ft Loads:BLC 6,WLX Westbrook Engineering SK-5 AW JA73XC054 Mount Analysis Sept 28, 2017 at 9:09 AM Foresite Group JA73XC054 Mount Analysis.r3d • 'V Z� �X -7.311b/ft -67.691b / -7.311b/ft ►1� -141.041b ►� .• s� 1,-- . 11.11.11rAll 111‘ 11111kg iII 0 41b -14 021b/ft -14.021. Loads:BLC 7,WLZ Westbrook Engineering SK-6 AW JA73XC054 Mount Analysis Sept 28, 2017 at 9:10 AM Foresite Group JA73XC054 Mount Maysis.r3d She Crux .Y (Ern) N0 Calc >1.0 • .90.1.0 Z �X .75•.90 .50-75 0.-.50 The maximum shear stress in any of the existing mount members is 12.2%of the allowable stress. pr ' r „ proti,.. ^o' . • vpi- .000000,10,.06 8. D a� v Member Shear Checks Displayed(Enveloped) Envelope Only Solution Westbrook Engineering SK-7 AW JA73XC054 Mount Analysis Sept 28, 2017 at 9:11 AM Foresite Group JA73XC054 Mount Anaysis.r3d Cad.Check .Y (Env) No Calc >1.0 .90-1.0 1. •X .75.90 .50,75 0:.50 The maximum bending stress in any of the existing mount members is 46.5% of the allowable stress. :‘,44 4110 r �� 1. .003.000„• 000., 18 , o a 11:11111 10k Member Code Checks Displayed(Enveloped) Envelope Only Solution Westbrook Engineering SK-8 AW JA73XC054 Mount Analysis Sept 28, 2017 at 9:12 AM Foresite Group JA73XC054 Mount Analysis.r3d Plate Cods Check .Y Von Miss Top (LC4) kW No Cak (LC4) >1.0 1.18 .90-1.0 Z x 1.06 .75-.90 .50•.75 .82 .7 0.-.50 .58 .48 .34 22 .1 -.02 The maximum stress in any of the catwalk plate is 1.037 ksi which is less than the allowable combined stress of 36 ksi. 411110, MMUNE.- -,:-. Member Code Checks Displayed Results for LC 4,129 mph No Ice(-Z) Westbrook Engineering SK-9 AW JA73XC054 Mount Analysis Sept 28, 2017 at 9:17 AM Foresite Group JA73XC054 Mount Anaysis.f3d Company : Westbrook Engineering Sept 28, 2017 IbR1SA Designer : AW Job Number : Foresite Group Checked By.JPW TECHNOLOGIES Model Name : JA73XC054 Mount Analysis Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distribut...AreaNe...Surface(... 1 DL w/Self Weight DL -1 8 _ 2 Ice Weight SL 3 LL 1 OL1 2 4 LL 2 OL2 2 5 LL 3 OL3 2 6 WLX WLX 8 31 7 _ WLZ WLZ 4 8 2 Load Combinations Description Solve PDelta SRSS B...Fe... BLC Fe... BLC Fe...BLC Fe...B...Fe...B...Fa...B...Fe...B...Fa...B...Fe...B._Fa... 1 Dead Load Only Yes Y DL 1.4 2 129 mph No Ice...Yes Y DL 1.2 WLX 1 3 129 mph No Ice...Yes Y DL 1.2 WLZ 1 4 129 mph No Ice...Yes Y DLI1.2 WLZ -1 5 30 mph with Ice.. Yes Y DL 1.2 SL 1.2 WLX .1 i 6 30 mph with Ice.. Yes Y DLJ 1.2 SL 1.2 WLZ .1 7 30 mph with Ice.. Yes Y DL 1.2 SL 1.2 WLZ -.1 8 Member Primary Data Label I Joint J Joint K Joint Rot... Section/Shape Type Design List Material Design Rul... 1 M2 N2 N4 90 1 L2X2X3 1 Beam Single Angle A36 Gr.36 Typical 2 M2A N15 N17 90 L2X2X3 Beam Single Angle A36 Gr.36 Typical 3 M3 N15 N17 90 L2X2X3Beam Single Angle A36 Gr.36 Typical 4 M4 N18 N20 90 L2X2X3 Beam single,angle A36 Gr.36 Typical 5 M5 N6 N7 90 L2X2X3 Beam Single Angle A36 Gr.36 Typical 6 M6 N6 N7 90 L2X2X3Beam Single Angle A36 Gr.36 Typical 7 M7 N8 N9 90 L2X2X3 Beam single Angle A36 Gr.36 Typical 8 M8 N21 N23 90 t L2X2X3 Beam Single Angle A36 Gr.36 Typical 9 M12 N9 N7 PIPE 1.25 Beam Pipe A36 Gr.36 Typical 10 M13 N7 N4 PIPE 1.25 Beam Pipe A36 Gr.36 Typical 11 M14 N4 N17 PIPE 1.25 Beam Pipe A36 Gr.36 Typical 12 M15 N17 N20 PIPE 125 Beam Pipe A36 Gr.36 Typical 13 M16 N20 N23 PIPE 1.25 Beam Pipe A36 Gr.36 Typical 14 M19 N21 N64 PL 8x318 Beam RECT A36 Gr.36 Typical 15 M20 N18 N65 PL 8x3/8 Beam RECT A36 Gr.36 Typical 16 M21 N15 N67 PL 8x3/8 Beam RECT A36 Gr.36 Typical 17 M22 N2 N69 PL 8x3/8 Beam RECT A36 Gr.36 Typical 18 M23 , N6 N71 PL 8x3/8 Beam RECT A36 Gr.36 Typical 19 M29 N35A N39 BAR1 Beam None RIGID Typical 20 M30 N37A N42 BAR1 Beam None RIGID Typical 21 M31 N36A N40 BAR1 Beam None RIGID Typical 22 M32 N38 N41 BARI Beam None RIGID Typical 23 M23A N30 N28 PIPE 2.0 Beam Pipe A36 Gr.36 Typical 24 M24 N31 N29 PIPE 2.0 Beam Pipe A36 Gr.36 Typical 25 M25 N4OB N45 PL2x0.2 VBrace RECT A36 Gr.36 Typical 26 M26 N42A N43 : PL2x0.2 VBrace RECT A36 Gr.36 Typical 27f M27 N45A N48 PL2x0.2 VBrace RECT A36 Gr.36 Typical RISA-3D Version 13.0.0 [P:\...\...\JA73XC054\Mount Analysis\JA73XC054 Mount Analysis.r3d] Page 1 Company : Westbrook Engineering Sept 28, 2017 IMIR1SA DesJob gner : AW Job Number : Foresite Group Checked By: JPW TECHNOLOGIES Model Name : JA73XC054 Mount Analysis Member Primary Data (Continued) Label I Joint J Joint K Joint Rot... Section/Shape Type Design List Malarial Design Rul... 28 M28 N47 N46 j PL2x0.2 VBrace RECT A36 Gr.36 Typical 29 M29A N49 N52 PL2x0.2 VBrace RECT A36 Gr.36 Typical 30 M30A N51 N50 PL2x0.2 VBrace RECT A36 Gr.36 Typical 31 M31A N53 N56 PL2x0.2 VBrace RECT , A36 Gr.36 Typical j 32 M32A N55 N54 PL2x0.2 VBrace , RECT A36 Gr.36 Typical 1 33 M33 N57 N60 PL2x0.2 VBrace RECT A36 Gr.36 Typical i 34 M34 N59 N58 i PL2x0.2 VBrace RECT A36 Gr.36 Typical • 35 M35 N64 N18 PL 8x3/8 Beam RECT A36 Gr.36 Typical 36 M36 N65 N15 PL 8x3/8 Beam RECT A36 Gr.36 Typical 37 M37 N67 N2 PL 8x3/8 Beam RECT A36 Gr.36 Typical 38 M38 N69 N6 PL 8x3/8 Beam RECT A36 Gr.36 Typical 39 M39 N71 N8 - PL 8x3/8 Beam RECT A36 Gr.36 Typical Hot Rolled Steel Design Parameters Label Shape Length[in] Lbyy[inl Lbzz[in] Lcomptop[in]Lcompboffin]L-torqu... Kyy Kzz Cb Function 1 M2 L2X2X3 35 Lbyy Lateral 2 M2A L2X2X3 35 Lbyy Lateral 3 M3 L2X2X3 35 Lbyy Lateral 4 M4 L2X2X3 35 Lbyy Lateral 5 M5 1 L2X2X3 35 Lbyy Lateral 6 M6 I L2X2X3 35 Lbyy Lateral 7 M7 L2X2X3 35 Lbyy Lateral L_8_ M8 L2X2X3 35 Lbyy Lateral 9 M12 PIPE 1.25 86.972 Lbyy Lateral 10 M13 PIPE 125 86.972 Lbyy Lateral 11 M14 PIPE 1.25 86.972 Lbyy Lateral 12 M15 PIPE 125 86.972 Lbyy Lateral 13 M16 PIPE 1.25 86.972 Lbyy Lateral 14 M19 PL 8x3/8 43.486 Lbyy Lateral 15 M20 PL 8x3/8 43.486 Lbyy Lateral 16 M21 PL 8x3/8 43.486 Lbyy Lateral 17 M22 PL 8x3/8 43.486 Lbyy Lateral 18 M23 , PL 8x3/8 43.486 Lbyy Lateral 19 M23A PIPE 2.0 60 Lbyy Lateral 20 M24 , PIPE 2.0 60 Lbyy Lateral 21 M25 PL2x0.2 42.438 Lateral 22 M26 PL2x0.2 42.438 Lateral 23 M27 PL2x0.2 42.438 Lateral 24 M28 PL2x0.2 42.438 Lateral 25 M29A PL2x0.2 42.438 Lateral 26 M30A PL2x0.2 42.438 Lateral 27 M31A PL2x0.2 42.438 Lateral 28 M32A PL2x0.2 42.438 Lateral 29 M33 PL2x0.2 42.438 Lateral 30 M34 PL2x0.2 42.438 Lateral 31 M35 ; PL 8x3/8 43.486 Lbyy Lateral 32 M36 PL 8x3/8 43.486 Lbyy Lateral 33 M37 PL 8x3/8 43.486 Lbyy Lateral 34 M38 PL 8x3/8 43.486 Lbyy Lateral 35 M39 PL 8x3/8 43.486 Lbyy Lateral RISA-3D Version 13.0.0 [P:\...\...\JA73XC054\Mount Analysis\JA73XC054 Mount Analysis.r3d] Page 2 Company : Westbrook Engineering Sept 28,2017 ''RISA DesJob Number : AW Job : Foresite Group Checked By JPW TECHNOLOGIES Model Name : JA73XC054 Mount Analysis Envelope Joint Reactions Joint _ X_p] LC Y @b] LC 2[lb] LC MX[k-ft] LC MY [... LC MZ[k... LC. 1 N3 max 280.7... 2 794.357 1 266.847 3 -.021 2 0 1 .554 1 2 min 18.864 4 602.361 3 -185.451 4 -.06 4 0 1 .343 2 3 N12 Max 230.8.- 2 581.693 1 166.347 2 .161 4 0 1 .374 1 4 min 36.033 4 -89.21 2 -76.843 4 -.067 2 0 1 -.004 2 5 N13 max 158.7--- 2 190.341 2 51.261 2 -.037 4 0 1 .125 2 6 min -16.5-- 4 28.632 4 -5217 4 -.158 2 0 1 -.016 4 7 N16 max 440.3.- 2 980.329 2 197.919 3 -.058 4 0 1 .606 1 8 min -14.7--. 3 604.376 4 -195.582 2 -.075 1 0 1 .506 4 9 N19 Max 307.8--- 2 602.169 4 34.376 3 .043 2 0 1 .325 4 10 min -11.7-- 3 -87.553 2 -188.519 2 -.206 4 0 1 .04 2 11 N22 max 183.9... 2 213.432 2 -3.482 3 .121 2 0 1 .187 2 12 min 11.895 3 69.173 4 -9.484 4 .062 4 0 1 .035 4 13 N9 Max 89.398 2 163.037 2 68.585 2 .024 4 .019 2 .081 2 14 min -188.- 3 -29.483 4 -375.889 3 -.084 2 .002 3 -.019 4 15 N8 max 158.9._ 2 281.973 2 136.216 2 .006 4 .052 2 .476 2 16 m[n -6.134 4 127.38 4 -37.698 4 -.926 2 0 3 -.041 4 17 N23 max 84.165 2 151.575 2 342.751 4 .058 2 -.004 2 .094 2 18 min -326--., 4 24.09 3 -34.115 2 .004 3 -.023 1 .006 3 19 N21 max 210.1... 2 304.933 2 10.087 3 .733 2 0 4 .723 2 20 min 14.206 3 174.363 4 -119.805 2 226 3 -.043 2 .186 3 21 N63 max 284.4... 2 96.369 2 20.039 2 .179 2 0 1 .322 2 22 min 3.673 3 -21.926 4 -25.55 4 -.098 4 0 1 -.024 4 23 N66 max 270.4... 2 -13.977 4 54.861 3 .014 4 0 1 .172 4 24 min -47.4-- 3 -65.946 3 -166.0os 2 -.332 2 0 1 -.105 2 25 N68 max 483.6--- 2 -81.452 4 201.926 3 .12 2 0 1 .222 1 26 min -21.88 4 -267.607 2 -188.791 4 -.097 4 0 1 .038 2 27 N70 max 158.6... 2 16.903 2 133.732 3 .276 2 0 1 .12 3 28 min -9.645 4 -75.799 4 -87.441 4 .055 3 0 1 .017 4 29 N72 Max 256.4... 2 58.419 2 45.628 3 .113 4 0 1 .2 2 30 min -9-373, 4 -32.459 4 -5.555 4 -.249 2 0 1 -.064 4 31 Totals: max 3608.--- 2 3138.257 1 975.91 3 32 min 0 4 2689.934 4 -975.91 4 Envelope AISC 13th(360-05): LRFD Steel Code Checks Member Shape Code C... Loc[in] LC Shear... Loc[in] Dir LC phi*Pnc[...phi*Pnt[Ib]ph*Mn y-y., i"Mn z-..._Cb Eqn_ 1 M2 1-2X2X3 .293 0 2 .032 0 z 2 15290.892 23166 .558 1.24 2.004 H2-1 2 M2A 12X2X3 .308 0 2 .026 0 z 2 15290.892 23166 .558 1.24 2.224 H2-1 3 M3 L2X2X3 .289 0 2 .023 0 z 2 15290.892 23166 .558 1.24 2.149 H2-1 4 M4 L2X2X3 .220 0 4 .018 0 y 2 15290.892 23166 .558 1.24 2.375 H2-1 5 M5 L2X2X3 .142 0 1 .011 .729 y 2 15290.892 23166 .558 1.24 1.735 H2-1 6 M6 L2X2X3 .142 0 1 .011 0 y 2 15290.892 23166 .558 1.24 1.735 H2-1 7 M7 L2X2X3 .019 0 3 .003 0 z 2 15290.892 23166 .558 1.24 2.381 H2-1 8 M8 L2X2X3 .019 0 3 .003 0 z 2 15290.892 23166 .558 1.24 2.381 H2-1 9 M12 PIPE_.. .140 0 2 .066 0 2 5495.331 20088 .824 .824 3 H1... 10 M13 PPE_.. .304 88.972 2 .103 75.194 2 5495.422 20088 .824 .824 3 H1... 11 M14 PPE_... .468 66.135 2 .110 12.683 2 5495.331 20088 .824 .824 3 H1... 12 M15 PPE_-. .370 0 2 .122 11.778 2 5495.331 20088 .824 .824 3 H1... 13 M16 PIPE_.. .155 0 4 .055 86.972 2 5495.331 20088 .824 .824 3 H1... 14 M23A PPE_.. .083 18.75 2 .111 45 2 23948.213 32400 1.925 1.925 1.671 H1... RISA-3D Version 13.0.0 [P:\...\...\JA73XC054\Mount Analysis\JA73XC054 Mount Analysis.r3d] Page 3 • Company : Westbrook Engineering Sept 28,2017 443ADesigner : AW Job Number : Foresite Group Checked By.JPW TECHNOLOGIES Model Name : JA73XC054 Mount Analysis Envelope AISC 13th(360-05): LRFD Steel Code Checks (Continued) Member Shape Code C... Loc[in] LC Shear... Loc[in] Dir LC phi*Pnc[...phi*Pnt[Ib] phi*Mn y-y...phi*Mn z-... Cb Eqn 15 M24 PPE_.. .133 18.75 2 .099 45 2 23948.213 32400 1.925 I 1.925 1.742 H1... FORESITE ()FA.% w OK lop, gSTBRO ENGINEERING group O,o 0 (770) 753-9059 .....oiwry`` James Westbrook __ September 29, 2017 �R WESlAkofp,y c=US,o=ldenTrust ACES unaffiliated Individual,cn=James Westbrook, PCEh ‘107.0-91 v 8F O 1 0.9.2342.19200300.100.1.1=A010980000 Mr. Dustin Baile I No. 55234 �� 0015A295425A9000077CB y * * This item has been electronically signed Foresite Group t = and sealed by James P.Westbrook,PE. 3740 Davinci Ct, Suite 100 'O OWE OF jiv Printed copies of this document are not 9go AI OTconsidered signed and sealed and the ,O Peachtree Corners, GA 30092 FS r`' signature must be verified on any %NAL electronic copies.COA#28473 2017.09.2914:41:03-04'00' Re: JA73XC054, Sprint DO Macro Upgrade—123'Water Tank Structural Opinion Letter SITE No :JA73XC054 SITE NAME :Atlantic Beach SITE ADDRESS : 2301 Mayport Road Atlantic Beach,FL 32233 OCT 1 6 2017 COUNTY : Duval Latitude,Longitude : 30.349525°N, 81.411716°W Dear Mr.Bailey; We have reviewed the referenced site for the purpose of stating our structural opinion on the capacity of the existing water storage tank to support the existing and proposed Sprint loading.The antennas are currently supported by antenna pipes that are attached to the water tower catwalk.The following information was provided to us or obtained for this letter: • The existing and proposed loading information was obtained from the Construction Drawings prepared by Foresite Group,dated August 31,2017. • The existing mount information was obtained from the Mount Analysis Structural Letter prepared by Westbrook Engineering,dated September 28,2017. TOWER APPURTENANCES—FINAL LOADING The following table summarizes the proposed Sprint loading planned for this tower. (Proposed appurtenances are highlighted in bold type) Quantity Appurtenance Sector 1 Sector 2 Sector 3 RFS APXVERR18-C-2-19101 Panel Antenna 1 0 0 RFS APXVERRI8-C-1-19101 Panel Antenna 0 1 1 Commscope TTTT65AP-1XR Panel Antenna 1 1 1 Ericsson RRU-11 1 1 1 Ericsson RRU-31 1 1 1 Ericsson RRU-82 1 1 1 NSN Radar Filter Unit FFHS 1 1 1 10700 Abbotts Bridge Rd.,Suite 110•Duluth,GA 30097•Telephone:770.753.9059•Facsimile:770.753.0356 S Mr.Dustin Bailey JA73XC054,Florida September 29,2017 Structural Opinion Letter WIND AREA COMPARISON Water Tower Water Tower with %Wind Area without Antennas Ex.&Pr.Antennas Increase Front Area 2,625.0 ft2± 2,668.4 ft2± 1.65% Side Area 2,625.0 ft2± 2,658.1 ft2± 1.26% The proposed appurtenances are being added adjacent to the existing antennas for this upgrade. This antenna addition will represent a negligible change in the weight of the structure and will have a minimal impact on the wind area of the structure.We conclude that the existing water storage tank is adequate to support the existing and proposed Sprint loading. CONCLUSION AND RECOMMENDATIONS Based on our review of the provided information,we conclude that the existing and proposed Sprint loading will not have an impact on the structural integrity of the existing water storage tank. In our opinion, the Sprint appurtenances may be installed without further analysis. Please note that this analysis is predicated on the assumptions and conditions stated herein.Any deviations from these parameters render this analysis null and void. If any questions arise from your review,please call me at your earliest convenience. Very truly yours, Westbrook Engineering James Westbrook alw9.. WEs'\e% c=US,o=ldenTrust t ACES Unaffiliated �+ QcIndividual,cn=James Westbrook, ��t11 N8 0.9.2342.19200300.100.1.1=A010980 Q��/ 0000015A295425A9000077CB Ne. 55234 This item has been electronically * *g signed and sealed by James P. / _ 7 Westbrook,PE.Printed copies of this pSTATE OF ��o document are not considered signed ° '�, �0R‘) ►1 and sealed and the signature must •'"'' G.t be verified on any electronic copies. SS/flNA��se COA#28473 2017.09.2914:40:45-04'00' James P.Westbrook,P.E. Vice President 2 of 2