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1 Ocean ROW18-0025City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 - Fax (904) 247-5845 E-mail: building-dept@coab.us City web -site: http://www.coab.us APPLICATION NUMBER (To be assigned by the Building Department.) Date routed: —1 /17/100 APPLICATION REVIEW AND TRACKING FORM Property Address: Ocean B1yc Applicant: b Project: Review fee $ Department review required Yes No Building anning & Zonin ree minis ra or Pu or 17-615FIC Utilities Public Safety Fire Services 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. []Not applicable (Circle one.) Comments: BUILDING PLANNING & ZONINGS Reviewed by: Date: ��Z r— 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 rri j City of Atlantic Beach APPLICATION NUMBER J' i1 Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 JUL 18 20 '3 IQy W 0 O OZ,S Phone (904) 247-5826 - Fax (904) 247-5845 // E-mail: building-dept@coab.us Date routed: 7 f City web -site: http://wvfw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ' ocean Btyc Applicant: M b IQ ( f e < Project:fNM'ItAna.(�� •�, O Review fee $ Department review required Yes No Building annmg& Zonin ree mini ra or Pu or -PUbTic Utilities Public Safety Fire Services 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: Reviewing Department (Circle one.) BUILDING PLANNING & ZONING TREE ADMIN. PUBLIC WORKS PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES f evised 05/19/2017 APPLICATION STATUS First Review: Approved. [—]Denied Comments: Reviewed by Second Review: ❑Approved as revised. ❑Denied Comments: Third Review: Comments: Reviewed by: []Approved as revised. ❑Denied Reviewed by: []Not applicable Dater ❑Not applicable A ❑Not applicable Date: s--, 'j- J City of Atlantic Beach Building Department ' 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 - Fax (904) 247-5845 JUL 18 2013 1119' E-mail: building-dept@coab.us City web -site: http://www.coab.us APPLICATION NUMBER (To be assigned by the Building Department.) Date routed. —1 It 7 Ile APPLICATION REVIEW AND TRACKING FORM Property Address: Ocean &I'd A plicant: b e - P oject: AN'eA iq Ck-,Ca:fi d r1 Review fee $1 Dept Signature '5t� &L " Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date 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: ewing DepartmentI First Review (Circle one.) Comments: BUILDING PLANNING & ZONING APPLICATION STATUS ❑Approved. @Denied. Reviewed by: 05/19/2017 [Not applicable Date: -2/1 �V( r ❑Not applicable Date: ❑Not applicable Date: Reviewed by: -LL — TREE ADMIN. — — 7`— Second Review: Approved as revised. ❑Denied PUB OR < _ Comments: ISL -STI S UBLIC TY0 Reviewed by: IRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: 05/19/2017 [Not applicable Date: -2/1 �V( r ❑Not applicable Date: ❑Not applicable Date: Shirah & Company A ]otter from the dosk of Charles L Padgett M July 9, 2018 f(� i I JUL 2018 City of Atlantic Beach IJ Building Department 800 Seminole Road I ""---- Atlantic Beach, FL 32233 RE: T -Mobile Building Permit Application (9JK0033A) To whom it may concern, Please find a City of Atlantic Building Permit Application and supporting documents for a T -Mobile Antenna Modifications located at 1 Ocean Blvd. If you have any questions or concerns regarding this application, please feel free to contact me. We thank you for your assistance with permitting the proposed T -Mobile modifications. Best Regards, Charles Padgett Shirah & Company, LLC Cell: 912-577-9282 cpadgett@shirahandcompany.com (912) 268-2083 202 Marina Drive Fax (404) 393-9311 St Simons Island, GA 31522 7/9/2018 To Whom It May Concern: Please be advised that Shirah and Company, LLC is authorized by John Douglas Pozerycki of Inspired Technologies, Inc. to act as an agent on our behalf. Please allow Shirah and Company, LLC either Richard Shirah, Charles Padgett or Jay Shirah to make application and accept issuance of a building permit, including any required revisions, for a site located at 1 Ocean Blvd, arcel# 70229-0000 Signed: CHRISTINE N. PALESCHIC STATE OFC L K I I�r4 .: COMMISSION it GG 21267 of EXPIRES: April 30, 2022 BWdW RVU Notary Public Undo *d= COUNTY OF L L b /J C�i�'1 – C tt2�si ��1 L N, �A�L3Cldt c The foregoing affidavit was sworn and subscri d before me this it -6- of -✓_ , 20lAby – ,� , who is personally known to me or has produced D r 100 r CA C e n S C– as identification. �-Nsco & SSOCIATES Date: 11/17/17 To Whom It May Concern, We the undersigned, hereby authorize the following individuals to act on our behalf in all manners relating to permit applications including signing of all documents relating to these matters. Any and all acts carried out by these individuals on our behalf shall have the same effect as acts of our own. 1. Charles L. Padgett III 2. Luke Shirah 3. Richard O. Shirah 4. Jay P. Shirah 5. Danielle Jarrett 6. Ellen Champagne 7. Ramey Shirah 8. Veronica Kruchten This authorization is valid until further written notice. Sincerely, Dov Kazula VP Wireless Operations Ansco &Associates 678-234-4234 — State of: Georgia County of Gwinnett Sworn to subscribed before me this day of t'Va���-,1�>�- 2017 Notary Public S RTrature Expiration Date `,,'kI111111/I�I Notary Public Seal: �`we�� f4„'�j��• + ap 5250 Triangle Parkway NW., Suite 175 i�'''''ININ� %% &ASSOCIATES, LLC Norcross, GA 30092 PROVIDING QUALITY SERVICE Telephone 404-508-5700 Fax 404-508-5701 ENGiNEERiNG GROUP, INC. 158 Business Center Drive • Birmingham • AL • 35244 Antenna Mount Analysis for: site name: Neptune Beach site number: 9JK0033A address: 1 Ocean Blvd Jacksonville, FL 32233 prepared for: Julie Pace T -Mobile South, LLC 7025 A.C. Skinner Parkway Jacksonville, FL 32256 assessment results: Capable — 76.0% date: June 1, 2018 job number: 18-5846 revision: 0 5) APPENDIX A SOFTWARE OUTPUT 18-5846 Neptune Beach Neptune Beach Seallch Results for Map http://windspeed.atcouncii.org/index.php?option—com_content&view=art... ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact This site will betaken offline on June 30th 2018. Please start using the new site at https://hazards.atcouncil.org. Search Results Query Date: Fri Jun 01 2018 Latitude: 30.3253 Longitude: -81.3951 ASCE 7-10 Windspeeds (3 -sec peak gust in mph*): Risk Category I: 119 Risk Category II: 129 Risk Category III-IV: 140 MRI** 10 -Year: 76 MRI** 25 -Year: 87 MRI** 50 -Year: 97 MRI** 100 -Year: 105 ASCE 7-05 Windspeed: 121 (3 -sec peak gust in mph) ASCE 7-93 Windspeed: 93 (fastest mile in mph) `Miles per hour -Mean Recurrence Interval Users should consult with local building officials to determine if there are community -specific wind speed requirements that govern. M= L==J Print your results Survey, USDA F, Repon amap error WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report. 1 of 2 6/ 1 /2018, 10:02 AM Company T -Mobile WARN Designer SMW Job Number Model Name Neptune Beach Basic Load Cases June 1, 2018 4:07 PM Checked By: V.G.D. BLC Description- C Rte -90 -TY X Gravity-_ Y Gravity_Z Gravity Joint Point Distributed Area(Me... Surface(P... 1 - $elf.. We-ig_ht _ _ _ DL 1 5 - - _ 2 �Wnd Load AZI 000 _WLZ _ 3 Wind, Load AZI 090 WLX ----� --1- 4 Ice Weight jOL1---� --- - 5 Wind + Ice Load AZI ... _ Wi 6 nd + Ice Load AZI7 7 - Service Live 1_ OL2 LL 8 _: Service Live 2 T 014 i 9 Service Live 3 OL5 Load Combinations t- IFact ..IBLC Fact ... BLC Fact ..IBLC rFact ... BLC ,Fact...BLC Fact.. BLC Fact.., 17 escriptlon S _.PD._SR. of __.,BLC Fact ... BLC Fact ... BLC Fact. 1 IAD Yes Y DL 147- . - --' . 9 8 W .. 1.386 2 1.2D +11.6..'.Yes I Y 'DL - 1.2 1.6 0.9D + 1.6 ... Yes y 3 1.2D + 1.s.. Yes Y DL 1.2 W... 8 4 1.2D + 1.6..,Yesl Y DL �WLZ1.386 1.2 W� .8 `W... 1.38E 5 1.2D + 1-6 ... Yes _ Y DL 1.2 W . 1.6_ 6 1.2D+ 1.6.. Yes Y _L IDL 12 -.8 W _ 1.386 7 1.2D + 1.6 ... Yes YDL -+1.6 DL 9 W -1... _• 1.2 WLZ-1.3... W... 8 8 1.2D ...Yes DL 1.2 1.6 I 9 L2D + 1.6 ... Yes Y DL 1.2 WLZ-1.3... W- -.8 -10 1.Y- Y 11.2D + esi Y DL 1.2 .8 W WL -es `1.3... 11 12D + 1.6...YY DL 1.2 W-- -1.6 12 1.2D + 1.6 ... Yes- Y DL 1.2_-Lhl�8 W- -1.3... 13 1.2D + 1.6 -Yes Y DL 1.2_ WLZ1.386 W... -.8 14 T 0.9D + 1 6.. Yes Y DL .9 1.6 33 34 1.2D + 1.0 -Yes Y ,1.2D + 1 0 lYes�y_L - t - Y O.9D+1.6..iYes DL 9 wLZ1.386 W �W . .g 16 Y DL! -9 WL�8 11.386 t- IFact ..IBLC Fact ... BLC Fact ..IBLC rFact ... BLC ,Fact...BLC Fact.. BLC Fact.., 17 u.9D+1.6...Yes Y DL .9 W.. 1.6 18 0.9D+1.6...Yes Y - --' . 9 8 W .. 1.386 - 19 0.9D + 1.6 ... Yes y DL .9 WLZ 1.3.. W .. 8 20 0.9D + 1.6 ... Yes Y DL' 9IVLZ _ .-- - - -' - - - - 21 0.9D + 1 6 ..Yes Y DL- .9 WLZ-1.3... W... - 22 0 gD + 1 6 Yes Y 1uL .9 WLZ _.8 W... 1.3... - DL 9 W -1... - 24 0.9D + 1.6.. Yes -Y � �'W -1.3 . �L9 I 25 0.9D + 1.6 ... Yes _.8 1.386 W... _ � 26 1.2D+1 O..,Yes Y -- .8 DL 1.2 101-1 -1 r 1 __ �� 1 - - -- - - - � 1 27 1.2D + 1 O...Yes Y DL 1.2 01-1 1 OL2 1 O� - j -_28 �1.2D + 1.O..jYes1 Y � I D� 1.2 OL1 r_ � _ - - 866 5 - - 29 30 1.2D + 11 -0 -Yes Y - 1.2D + 1 0.. Yes�1 - 2D - _ 12 OL1 DL --1 OL2 .5 01-3 .866- DL 1 2 OL1-- 1 - OL3 1 -- _- 31 32 + 1.0...Yes LL 1.2 01-1101-11 12 OL1� -101-7-.866 OL3 8561 -- D , . L Yes Y 33 34 1.2D + 1.0 -Yes Y ,1.2D + 1 0 lYes�y_L DL 1.2 01-1 1 OL2' -IDL_ 1-.2 OL1 1 OL2 -.866 OL3 I 35 - 36 1- 2W + 1.0 ... Yes Y 1.2D + 1.0.. Yeses Y 1-2 _ DL 1.2 01-1 .866- -.5 O 1-3 -.866 DLT1.2 �OL1 �OL3 - - - - - -- r-- -I_ _- t 37 38 1.2D + 1 O..,Yes .! Y 1.2D + 1.O..,Yes Y 1.2D -1 DL 1.2 OL1 - OL2 ,5 01-3 -.866 1 DL : 1.2 OL1 _ 1 __ 866.01-3 -.5 _ --r - -�- 39 + 1.5...Yes Y WLZ 40 -41 _ +1.5.. EYes Y .09 DL 1.2 L 1.5 � 078 W... 045 t T T�-T 42 1.2D + 1 5 .''.Yes Y 1.2D 1.2D + 1.5...Yes Y WLZ 045 W....078 -_ 1 DL 1.2 1 LL 1.5 -- .09 DL 1.2 LL 1 �IVLZ W...' - - -- t RISA -3D Version 16.0.3 [CA ... \... \... \... \... \... \Neptune Beach 9JK0033A\CMM\JDK\Neptune Beach.r3d] Page 1 Company T -Mobile Designer SMW June 1, 2018 WARN Job Number 4:07 PM Model Name Neptune Beach Checked By: V.G.D. Label Sha e __ ength[in]_ Lbyy[in] 1 MPI PIP 2E 0 ' 96 45 _Joint Lb_zz[in] Lcomp top[in] Lcomp botjinj L-torq... Kyy Kzz Cb __ FuT nction 45 _ Lbyy_ 45_ _ 45 �- Lateral 232.939 5 X -- LC MX [Ib -ft] LC MY [Ib -ft] LC MZ [Ib -ft] LC 232 939 L 1 40 502 _ 1 362.5 14 68.485 14 77.646 5 53 482 11 ____N12_ 366.915 1 / man Z02 11 1 2 5 282.839 77.028 5. r -366.933 23 2Z 13419972 20 122.346 17 905.3 24 17 181.825 14 -6 [4_4 6____ _. _Totals_ _ 6 r max 599.872 5 _.__L122.311 23 -905.324 23 _345.851 1 1039.28 (3) AHLOA RRUs min 599 fs72 11 , _ 222.333 �m M39.28 _ 8_ --_. Plate _ _ Envelope AISC 14 Member Shape 1 _MP1 PIPE_2.0 Angle [rad] _ LC Von Mises jpsil LQ_ ): LRFD Steel Code Checks Code Check 760 Loc... LC._ 037 p ohi*P 48! 20_ _ �— g 2 417 4 _ * hi"M......_.Ean phi P ohi M ,',� .321301871...1871...1!H1 -1b RISA -31D Version 16.0.3 [C:\ ... \...1...\...1...\... \Neptune Beach 9JK0033A\CMM\JDK\Neptune Beach.r3d] Page 3 Neptune Beach 1) INTRODUCTION This report summarizes the results of the installation assessment performed on Neptune Beach site at 1 Ocean Blvd, Jacksonville, FL 32256. 2) ANALYSIS CRITERIA Table 1— Proposed and Existing Antenna Loading Configuration ELEVATION DESCRIPTION 110' (3) TMBXX-6517-R2M Panel Antennas _ 110' (3) FFHH-65C-R3 Panel Antennas 110' (3) FRIA RRU's 110' (3) FXFB RRU's 110' (3) AHLOA RRUs 110' (3) AHFIB RRU's _ 110' (3) COVP Legend: Proposed Appurtenances (Bold) Existing Appurtenances (Regular) 3) ANALYSIS PROCEDURE 3.1) Documents Provided The assessment was performed based on the following documents: • RFDS information provided by T -Mobile (Dated 04/23/2018) • CD's provided by SMW Engineering (Dated 05/29/2018) 3.2) Analysis Criteria The mount was evaluated for the current loading in accordance with the 2017 Florida Building Code 6th Edition (2015 IBC) using an ultimate 3 -second gust wind speed of 129 MPH converted to a nominal 3 -second gust wind speed of 100 MPH per Section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category C and risk Category II were used in this analysis. 4) CONCLUSIONS AND RECOMMENDATIONS It is our finding that the existing antenna mounting system is CAPABLE of supporting the equipment as listed above with a maximum stress level of over 76-0% in the mounting system This evaluation was inclusive of the entire antenna mounting frame that supports the T -Mobile equipment. Note that analyses and certification of the tower structure may have been performed by others and have been submitted separately. Thank you for this opportunity to work with you and do not hesitate to call if you should have any questions. Respectfully submitted, Nicholas J. Alteri, P.E. Florida Professional Engineer License No. 83408 18-5846 Neptune Beach �'`} : As,/ lyl0� f7� " 1`Oen' ? No.83408 a STATE OF 6/05/2018 i` . REV DATE NEPTUNE BEACH A 05/29/18 1 OCEAN BLVD ® JACKSONVILLE, FLORIDA 32233 T Mo,b,ile (DUVAL COUNTY) 9JK0033-A steick tog6ther' L 1900/L700 PROJECT PROPOSED MODIFICATION TO EXISTING T -MOBILE ANTENNAS ON AN EXISTING ROOF TOP LOCAL MAP PROPERTY SUMMARY PROJECT DESCRIPTION INDEX OF DRAWINGS FOLIO 170229 0000 1. THE WIRELESS COMMUNICATIONS FACILITY IS NOT INTENDED FOR HUMAN OCCUPANCY. SHT. DESCRIPTION REV. NO. NO. T1 TITLE SHEET 0 J. HITT PROJECT MANAGER: 2. THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND T2 NOTES 0 N PROPERTY OWNER WILL NOT PRODUCE ANY SEWAGE. ASHFORD ATLANTIC BEACH, LLP. 1 OCEAN BOULEVARD JACKSONVILLE, FLORIDA 32233 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY C1 ROOFTOP PLAN 0 C2 EQUIPMENT ROOM LAYOUTS 0 C3 BUILDING ELEVATION 0 SITE LOCATION �� LATITUDE DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. C4 EXISTING ANTENNA LAYOUTS 0 30.325320' N 4. THE SCOPE OF WORK CONSISTS OF MODIFYING THE EXISTING WIRELESS INSTALLATION: C5 PROPOSED ANTENNA LAYOUTS 0 C6 DETAILS 0 LONGITUDE -81.39505' W REMOVAL OF (6) EXISTING ANTENNAS REMOVAL OF (6) EXISTING RRUS INSTALLATION OF (3) NEW ANTENNAS RF1 PROPOSED ANTENNA SCHEDULE 0 RF2 PROPOSED ANTENNA PLUMBING DIAGRAM 0 ZONING JURISDICTION NSTALLATION OF (9) NEW RRUS INSTALLATION OF (2) NEW AIRSCALE AMOBS E1 ELECTRICAL NOTES O E2 GROUNDING NOTES 0 DUVAL COUNTY E3 ELECTRICAL ROUTING & PANEL SCHEDULES 0 E4 ONE -LINE DIAGRAM 0 VICINITY MAP E5 GROUNDING DETAILS AND NOTES 0 � DESIGN CRITERIA CODE COMPLIANCE SITE LOCATION ,� DESIGN WIND SPEED: 129 MPH (ULTIMATE 3 -SEC GUST) 100 MPH (NOMINAL 3 -SEC GUST) EXPOSURE CATEGORY: C RISK CATEGORY: II OPEN STRUCTURE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEREMY D. SHARIT, PE (#75137) ON JUNE 28 2018 USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C. 611315-23.004, WITH A DIGITAL CERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THE SIGNATURE AND VERIFY 1. FLORIDA BUILDING CODE, 6TH EDITION 2017 ( ) 2. NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) 70, ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED NATIONAL ELECTRICAL CODE, 2014 EDITION. ON ANY ELECTRONIC COPIES. 3. TIA-222-H AND APPLICABLE STANDARDS. 5. FLORIDA SAFETY RECODE 01PREVENTION I CODE, 6TH EDITION. RF DESIGN VERIFICATION CONTACTS 6. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 360-10 AND 341-10. 7. UNDERWRITERS LABORATORIES (U.L.) T -MOBILE SOUTH LLC 7025 A.C. SKINNER PARKWAY JACKSONVILLE, FL 32256 APPROVED ELECTRICAL PRODUCTS. B. LOCAL JURISDICTIONAL REQUIREMENTS. 9. CITY/COUNTY ORDINANCES. DESIGN BASED ON RFDS DATED DRIVING DIRECTIONS 06/19/2018. CONTRACTOR SHALL REQUEST CURRENT RFDS PRIOR FROM INTERSECTION OF BUTLER BLVD. & 1-95, TRAVEL EAST ON BUTLER BOULEVARD. TAKE RAMP RIGHT FOR SR-A1A SOUTH TOWARD PONTE VEDRA / ST. AUGUSTINE. TURN BACK ON SR-A1A NORTH / 3RD STREET SOUTH. TURN RIGHT ONTO ATLANTIC BOULEVARD. TURN LEFT ONTO OCEAN BOULEVARD. SITE WILL BE ON THE RIGHT. SMW ENGINEERING GROUP INC. PROJECT MANAGER TO CONSTRUCTION DARREN REVELS (813) 503-0218 REV DATE DESCRIPTION A 05/29/18 PRELIM PLANS PROJECT NO.: 18-5646 DRAWN BY: J. HITT PROJECT MANAGER: D. REVELS CHECKED BY: D. REVELS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. I I %, wq ENOINIVNINO ONOUP, INC. I I",I III,R PL I II111 1 1, 111'ER %% 13051 TELECOM PARKWAY, SUITE IDD TEMPLE TERRACE, FLORIDA 33637 (813) 615-1422 CERTIFICATE OF AUTHORIZATION 28767 T • -Mobile •� Stkk topffw' 7025 A.C. SKINNER PARKWAY JACKSONVILLE, FLORIDA 32256 ``\\\I111111►t1tl����' GEMSF n"s No. 75137 ,�TATE OF l JEREMY D. SHARIT PE FL LIC 75137 ) NEPTUNE BEACH 9JK0033-A 1 OCEAN BLVD JACKSONVILLE, FLORIDA 32233 (DUVAL COUNTY) SHEET NAME TITLE SHEET SHEET NUMBER T1 REV DATE 1. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL 1. FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONSHALL APPLY: EXISTING UNDERGROUND UTILITIES. I; 2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. OWNER - T -MOBILE SOUTH LLC 3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE ENGINEER - SMW ENGINEERING GROUP, INC. REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION SHALL BE USED WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 4. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 2. PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN OR ER TO (1) VERIFY ALL 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR EXISTING CONDITIONS, (2) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN OV THE PLANS AND (3) CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT LANDLORD AND/OR LOCAL UTILITIES. TO THE ATTENTION OF THE CONSTRUCTION MANAGER. 6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. 3. A 20 -FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXIS ING POWER LINES. J. HITT PROJECT MANAGER: 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 4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE IN ADVANCE OF THE CONSTRUCTION START DATE. STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 5. LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR AND INCIDENTAL TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICA ED ON THE DRAWINGS 8, THE SUB -GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 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, 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. WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. 6. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTI -IED BY THE CONTRACT 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL. DOCUMENTS, THE CONTRACTOR SHALL NOT START WORK ON SUCH TASKS WITHOUT VING RECEIVED WRITTEN 11 SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE DRAWINGS. AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO PROCEED. 7. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF TEMS AND EQUIPMENT SITE WORK NOTES 2 UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT E INSTALLED AS SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ENGINEER AND THE CONSTRUCTION MANAGER. 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC "STEEL CONSTRUCTION MANUAL". S. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PE MITS, CERTIFICATES OF INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BY TH - AUTHORITIES HAVING 2 MATERIAL: A. ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FIN L ACCEPTANCE OF THE B. ALL STRUCTURAL PLATES, ANGLES, AND CHANNELS SHALL BE ASTM A36 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 WORK. STANDARDS, UNLESS NOTED OTHERWISE. 9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. C. ALL TS MEMBERS SHALL BE ASTM A500 GRADE B (Fy=46ksi), AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. 10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, D. ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (Fy=42ksi), AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM CURBS, GALVANIZED SURFACES, ETC, AND THE CONTRACTOR SHALL BE RESPONSIB E FOR ANY DAMAGE TO A153 STANDARDS, UNLESS NOTED OTHERWISE SAME RESULTING FROM THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE E. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B, AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION STANDARDS. OF THE CONSTRUCTION MANAGER. 2. DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL. 11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE ,H GENERAL AREA CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRA FROM THE SITE AND 3, WELDING: A. ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1, LATEST REVISION. DISPOSING OF SAME IN A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN B. ALL WELDS SHALL BE MADE WITH E7LOW HYDROGEN ELECTRODES. CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING. 12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE 4. ALL BOLTS SHALL GALVANIZED '/." DIAMETER, A325 -N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A "SNUG TIGHT' CONDITION AS DEFINED BY AISC. RECOMMENDATIONS EXCEPT WHERE IT IS SPECIFICALLY 'NDC� ED OTHERWISE IN THEEECURE NUT WITH LOCKING WASHER. CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS TAKESECURE EDENC_. 13. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDAN .E WITH ALL APPLICABLE 5. THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER THAT THERE WILL NOT BE CODES, REGULATIONS AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICE AND COMPLY WITH ALL CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTION. LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PU LIC AUTHORITY HAVING JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRI'AL SYSTEMS SHALL BE 6. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL CONSTRUCTION. 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 7. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE, STRUCTURAL STEEL SHALL NOT BE FLAME CUT ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK, 8. THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT WATER INTRUSION. INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER A D WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. 9. 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 15. WITHIN TEN 10 WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A ( ) SPLICES. 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, 10. AT THE CONTRACTOR'S OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO TH OWNER'S ACCEPTANCE. 11. 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. GENERAL NOTES 1 STRUCTURAL STEEL NOTES 3 REV DATE DESCRIPTION A 05/29/18 PRELIM PLANS PROJECT NO.: 18-5846 DRAWN BY: J. HITT PROJECT MANAGER: D. REVELS CHECKED BY: D. REVELS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. qwAl lNGINii MING GROUP, ING, fOG1,Ti[FP PLAK'NiNO .A 119TTPA TUMONAON 13051 TELECOM PARKWAY, SUITE 100 TEMPLE TERRACE, FLORIDA 33637 (813) 615-1422 CERTIFICATE OF AUTHORIZATION 28767 T • •Mobile -- stick together" 7025 A.C. SKINNER PARKWAY JACKSONVILLE, FLORIDA 32256 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEREMY D. SHARIT, PE (#75137) ON JUNE 28 2018 USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C. 61G15-23.004, WITH A DIGITAL CERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. JEREMY D. SHARIT PE FL LIC 75137 NEPTUNE BEACH 9JK0033-A 1 OCEAN BLVD JACKSONVILLE, FLORIDA 32233 (DUVAL COUNTY) SHEET NAME NOTES SHEET NUMBER T2 REV DATE DESCRIPTION A 05/29/18 PRELIM PLANS PROJECT NO.: 18-5846 DRAWN BY: J. HITT PROJECT MANAGER: D. REVELS CHECKED BY: D. REVELS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. �01WAI CNGINB�RING GROUP, ING, VOGLTH911 FLAN N IN A AXTTYA TOM01180% 13051 TELECOM PARKWAY, SUITE 100 TEMPLE TERRACE, FLORIDA 33637 (813) 615-1622 CERTIFICATE OF AUTHORIZATION 28767 T • •Mobile -- stick together® 7025 A.C. SKINNER PARKWAY JACKSONVILLE, FLORIDA 32256 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEREMY D. SHARIT, PE (#75137) ON JUNE 28 2018 USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C. 611315-23.004, WITH A DIGITAL CERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. JEREMY D. SHARIT PE FL LIC 75137 NEPTUNE BEACH 9JK0033— A 1 OCEAN BLVD JACKSONVILLE, FLORIDA 32233 (DUVAL COUNTY) SHEET NAME EXISTING ROOFTOP PLAN SHEET NUMBER C1 2' 0' 1 2' FOR 24"x36" DRAWINGS GRAPHIC SCALE: 3/4" = 1'-0" FOR 11"07" DRAWINGS GRAPHIC SCALE: 3/8" = 1'-0" EXISTING EQUIPMENT ROOM LAYOUT 2' 0' 1' 2' FOR 24"x36" DRAWINGS GRAPHIC SCALE: 3/4" = 1'-0" FOR 11"07" DRAWINGS GRAPHIC SCALE: 3/8" = 1'-0" EQUIPMENT INVENTORY A ENCLOSURE B TMO DAS CONTROL ENCLOSURE C D ELECTRIC PANEL JUNCTION BOX W/ OVP E PLINTH F FCOA W/ SHIELD G CONDUITS H 15KVA TRANSFORMER I J METER 100A. PANEL K SMALL SSC CABINET L OPTIMAN M TELCO ENCLOSURE EXISTING EQUIPMENT ROOM LAYOUT 2' 0' 1' 2' FOR 24"x36" DRAWINGS GRAPHIC SCALE: 3/4" = 1'-0" FOR 11"07" DRAWINGS GRAPHIC SCALE: 3/8" = 1'-0" o II EXISTING TELCO/SMART ROOM (LOCATION OF EXISTING 15KVA 240/480V TO A120/240V DRY TYPE STEP-DOWN TRANSFORMER TO BE REMOVED EXISTING 16 POSITION, 100A. PANEL TO BE REMOVED & REPLACED v O EXISTING TELCO/SMART ROOM (LOCATION OF EXISTING T -MOBILE EQUIPMENT © (2) PROPOSED AIRSCALE AMOB SYSTEM MODULES (STACKED) TO BE PIPE MOUNTED IN EXISTING TELCO/SMART ROOM G D - O O 0--f- 7 -r --F- 4@ -- PROPOSED 50KVA 240/480V TO A120/240V DRY TYPE STEP-DOWN TRANSFORMER PROPOSED 24 POSITION, 200A., 120/240V ELECTRICAL PANEL SMALL SSC REMOVED Co NOTE: FINAL EQUIPMENT PLACEMENT TO BE DETERMINED DURING PRE -CONSTRUCTION. u PROPOSED LARGE DELTA HP CABINET TO BE INSTALLED IN EXISTING TELCO/SMART ROOM SCALE AS NOTED I 1 I PROPOSED EQUIPMENT ROOM LAYOUT SCALE AS NOTED 1 2 REV DATE EQUIPMENT INVENTORY A ENCLOSURE B TMO DAS CONTROL ENCLOSURE C ELECTRIC PANEL D JUNCTION BOX W/ OVP E PLINTH F FCOA W/ SHIELD G CONDUITS H 50KVA TRANSFORMER I METER J 200A. ELECTRICAL PANEL K OPTIMAN L TELCO ENCLOSURE o II EXISTING TELCO/SMART ROOM (LOCATION OF EXISTING 15KVA 240/480V TO A120/240V DRY TYPE STEP-DOWN TRANSFORMER TO BE REMOVED EXISTING 16 POSITION, 100A. PANEL TO BE REMOVED & REPLACED v O EXISTING TELCO/SMART ROOM (LOCATION OF EXISTING T -MOBILE EQUIPMENT © (2) PROPOSED AIRSCALE AMOB SYSTEM MODULES (STACKED) TO BE PIPE MOUNTED IN EXISTING TELCO/SMART ROOM G D - O O 0--f- 7 -r --F- 4@ -- PROPOSED 50KVA 240/480V TO A120/240V DRY TYPE STEP-DOWN TRANSFORMER PROPOSED 24 POSITION, 200A., 120/240V ELECTRICAL PANEL SMALL SSC REMOVED Co NOTE: FINAL EQUIPMENT PLACEMENT TO BE DETERMINED DURING PRE -CONSTRUCTION. u PROPOSED LARGE DELTA HP CABINET TO BE INSTALLED IN EXISTING TELCO/SMART ROOM SCALE AS NOTED I 1 I PROPOSED EQUIPMENT ROOM LAYOUT SCALE AS NOTED 1 2 REV DATE DESCRIPTION A 05/29/18 PRELIM PLANS PROJECT NO.: 18-5846 DRAWN BY: J. HITT PROJECT MANAGER: D. REVELS CHECKED BY: D. REVELS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. RAP {NOINCCIIINO OROUR, INC. IOgETNFk R1.ANNtN© A RFTTik TOMONkOW 13051 TELECOM PARKWAY, SUITE 100 TEMPLE TERRACE, FLORIDA 33637 (813) 515-1422 CERTIFICATE OF AUTHORIZATION 28767 T . .Mobile stick topthw" 7025 A.C. SKINNER PARKWAY JACKSONVILLE, FLORIDA 32256 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEREMY D. SHARIT, PE (#75137) ON JUNE 28 2018 USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C. 61G15-23.004, WITH A DIGITAL CERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. JEREMY D. SHARIT PE FL LIC 75137 NEPTUNE BEACH 9JK0033- A 1 OCEAN BLVD JACKSONVILLE, FLORIDA 32233 (DUVAL COUNTY) SHEET NAME EQUIPMENT ROOM LAYOUTS SHEET NUMBER C2 o' 0' lo' 20 FOR 24'x36" DRAWINGS GRAPHIC SCALE: 1" = 10' FOR 11"07" DRAWINGS GRAPHIC SCALE: 1" = 20' BUILDING ELEVATION — NORTHEAST VIEW I SCALE AS NOTED 1 1) REV DATE DESCRIPTION A 05/29/18 PRELIM PLANS PROJECT NO.: 18-5846 DRAWN BY: J. HITT PROJECT MANAGER: D. REVELS CHECKED BY: D. REVELS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. %okl INOINCf11IN0 GROUP, INC. IOGETNYN PYANNINO A DRT7BR TOMOMPOH 13051 TELECOM PARKWAY, SUITE 100 TEMPLE TERRACE, FLORIDA 33637 (813) 615-1422 CERTIFICATE OF AUTHORIZATION 28767 T • •Mobile e stick together' 7025 A.C. SKINNER PARKWAY JACKSONVILLE, FLORIDA 32256 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEREMY D. SHARIT, PE (/75137) ON JUNE 28 2018 USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C. 61G15-23.004, WITH A DIGITAL CERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. JEREMY D. SHARIT PE FL LIC 75137 NEPTUNE BEACH 9JK0033—A 1 OCEAN BLVD JACKSONVILLE, FLORIDA 32233 (DUVAL COUNTY) SHEET NAME BUILDING ELEVATION SHEET NUMBER C3 Z MAIN ROOF F DECK EXISTING T -MOBILE ANTENNA IN POSITION 3 TO A-3 REMAIN EXISTING LTE AWS RRU (FRIG) TO BE REMOVED & REPLACED EXISTING T -MOBILE ANTENNA IN POSITION 2 TO BE REMOVED & REPLACED EXISTING T -MOBILE JUNCTION BOX W/ OVP j A-2 EXISTING UMTS AWS RRU (FRIA) TO BE REMOVED EXISTING GM PCS RRU (FXFB) EXISTING T -MOBILE ANTENNA IN POSITION 1 TO BE REMOVED A-1 EXISTING CONCEALMENT WALL EXISTING PENTHOUSE EXISTING T -MOBILE ANTENNA IN POSITION 1 TO BE REMOVED EXISTING GSM PCS RRU DESCRIPTION (FXFB) EXISTING ANTENNA LAYOUT — SECTOR 1 EXISTING UMTS AWS RRU / (FRIA) TO BE REMOVED 2 B-1 B-2 EXISTING T -MOBILE ANTENNA IN POSITION 2 TO BE REMOVED & REPLACED EXISTING T -MOBILE ANTENNA IN EXISTING T -MOBILE POSITION 3 TO JUNCTION BOX W/ OVP / REMAIN —EXISTING LTE B-3 AWS RRU (FRIG) TO BE REMOVED & REPLACED EXISTING PEAITFiQ N DESCRIPTION NUSE C5 � -._ - In Q Lu O N ' EXISTING CONCEALMENT WALL EXISTING ANTENNA LAYOUT — SECTOR 1 NOT TO SCALE 1 EXISTING ANTENNA LAYOUT — SECTOR 2 NOT TO SCALE 2 EXISTING T -MOBILE ANTENNA IN POSITION 1 TO BE REMOVED C-1 es i r T EXISTING GSM PCS RRU DRAWN BY: J. HITT PROJECT MANAGER: (FXFB) CHECKED BY: D. REVELS EXISTING UMTS AWS RRU (FRIA) TO BE REMOVED EXISTING T -MOBILE ANTENNA IN POSITION 2 TO BE REMOVED & REPLACED ZMAIN ROOF DECK % C-2 EXISTING PENTHOUSE rJ/ SECTOR 3 110 AGL EXISTING T -MOBILE JUNCTION BOX W/ OVP EXISTING LTE AWS RRU (FRIG) TO BE REMOVED & REPLACED EXISTING CONCEALMENT WALL /""—IN EXISTING T -MOBILE ANTENNA POSITION 3 TO REMAIN C-3 N EXISTING ANTENNA LAYOUT — SECTOR 3 NOT TO SCALE 3 REV DATE DESCRIPTION A 05/29/18 PRELIM PLANS PROJECT NO.: 15-5846 DRAWN BY: J. HITT PROJECT MANAGER: D. REVELS CHECKED BY: D. REVELS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 10 ENOIN99RIN0 GROUP, ING. --11111 4 @Lil 1110 A RFiiRi TQMOiIOON 13051 TELECOM PARKWAY, SUITE 100 TEMPLE TERRACE, FLORIDA 33637 (813) 615-1422 CERTIFICATE OF AUTHORIZATION 28767 T • •Mobile -- stick together' 7025 A.C. SKINNER PARKWAY JACKSONVILLE, FLORIDA 32256 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEREMY D. SHARIT, PE (/75137) ON JUNE 28 2018 USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C. 611315-23.004, WITH A DIGITAL CERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. III JEREMY D. SHARIT PE FL LIC 75137 NEPTUNE BEACH 9JK0033—A i OCEAN BLVD JACKSONVILLE, FLORIDA 32233 (DUVAL COUNTY) SHEET NAME EXISTING ANTENNA LAYOUTS SHEET NUMBER C4 THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. INGINECAING ORCIiR, INC, 13051 TELECOM PARKWAY, SUITE 100 TEMPLE TERRACE, FLORIDA 33637 (613) 615-1422 Mobile nide tooetnw• 7025 A.C. SKINNER PARKWAY JACKSONVILLE, FLORIDA 32256 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEREMY D. SHARIT, PE (/75137) ON JUNE 28 2018 USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C. 61G15-23.004, WITH A DIGITAL CERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 1 OCEAN BLVD JACKSONVILLE, FLORIDA 32233 (DUVAL COUNTY) F PROPOSED ANTENNA TILT DESCRIPTION A 05/29/18 PRELIM PLANS BRACKET PROVIDED W/ ANTENNA PROJECT NO.: 18-5846 PROPOSED PIPE MOUNTING BRACKETS PROVIDED W/ J. HITT PROJECT MANAGER: D. REVELS CHECKED BY: D. REVELS O • • ANTENNA (TYP.) `v EXISTING ANTENNA m MOUNTING PIPE PROPOSED T -MOBILE Ze ui 6.5' ANTENNA PROPOSED LTE AWS RRU (FRIJ) EXISTING ANTENNA MOUNTING PIPE in PROPOSED RRU MOUNTING BRACKET (SUPPLIED W/ RRU) • • I 25.2" 25.2" f 12.6" - -- PLAN VIEW FRONT VIEW -- PROPOSED ANTENNA BRACKET PROVIDED W/ ANTENNA MODEL: COMMSCOPE FFHH-65C-R3 WEIGHT: 127.6 LBS MODEL: NSN AHFIB WEIGHT: 83.8 LBS ANTENNA MOUNTING DETAIL NTS 1 ANTENNA SPECS NTS 2 RRU MOUNTING DETAIL NTS 3 LTE 2100 RRU SPECS NTS 4 N M O IILLJJII O O I b1 0 �I 12.1" 7.4" 238, �g 2 MODEL: NSN AHLOA WEIGHT: 83.8 LBS MODEL: NSN RRU FRIJ MODEL: NSN AIRSCALE AMOB WEIGHT: 68.5 LBS WEIGHT: 90.4 LBS (FULL CAPACITY) LTE 700 RRU SPECS `NTS 5 UMTS AWS RRU SPECS NTS 6 AMOB SPECS NTS 7 REV DATE DESCRIPTION A 05/29/18 PRELIM PLANS PROJECT NO.: 18-5846 DRAWN BY: J. HITT PROJECT MANAGER: D. REVELS CHECKED BY: D. REVELS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. TIAW iN01Niil114G GROUP. INC. 1'OOETH Eq PLANA ING A OtTTgATOM 04401 13051 TELECOM PARKWAY, SUITE 100 TEMPLE TERRACE, FLORIDA 33637 (813) 615-1422 CERTIFICATE OF AUTHORIZATION 28767 T • •Mobile -- stick together' 7025 A.C. SKINNER PARKWAY JACKSONVILLE, FLORIDA 32256 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEREMY D. SHARIT, PE (/75137) ON JUNE 28 2018 USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C. 611315-23.004, WITH A DIGITAL CERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. JEREMY D. SHARIT PE FL LIC 75137 NEPTUNE BEACH 9JK0033— A 1 OCEAN BLVD JACKSONVILLE, FLORIDA 32233 (DUVAL COUNTY) SHEET NAME DETAILS SHEET NUMBER C6 PROPOSED T -MOBILE DESCRIPTION A 05/29/18 SITE SUPPORT CABINET (LARGE) FOOTPRINT h SOSED PROJECT NO.: ITE SUPPORTMBILE COAB NET I 1 I 2'-3 0:) I I (LARGE) D. REVELS 11 CHECKED BY: D. REVELS (4) X-0 MOUNTING HOLES PROPOSED UNISTRUT P1001T (TYP. OF 2) (SEE NOTE) X"O A325 BOLT ! (TYP.) Q PROPOSED X" DIAMOND i PLATE TO BE INSTALLED ON EXISTING BASE PLINTH EXISTING BASE PLINTH LARGE DELTA HP FOOTPRINT NTS 1 LARGE DELTA HP MOUNTING DETAILS NTS 2 REV DATE DESCRIPTION A 05/29/18 PRELIM PLANS PROJECT NO.: 18-5846 DRAWN BY: J. HITT PROJECT MANAGER: D. REVELS 11 CHECKED BY: D. REVELS THIS DRAWING 15 COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. q,lwAp INOINIIRINO GROUP, INC. IrOOETHER R1,AKNINO A 0ETTIEA TOMOPYOr 13051 TELECOM PARKWAY, SUITE 100 TEMPLE TERRACE, FLORIDA 33637 (813) 615-1422 CERTIFICATE OF AUTHORIZATION 28767 T • •Mobile •- 7025 A.C. SKINNER PARKWAY JACKSONVILLE, FLORIDA 32256 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEREMY D. SHARIT, PE (#75137) ON JUNE 28 2018 USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C. 61G15-23.004, WITH A DIGITAL CERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. JEREMY D. SHARIT PE FL LIC 75137 NEPTUNE BEACH 9JK0033-A 1 OCEAN BLVD JACKSONVILLE, FLORIDA 32233 (DUVAL COUNTY) SHEET NAME DETAILS (2 OF 2) SHEET NUMBER 9UK003*000_9.7_201 8-0423 S M R41 9JK0033A L700 9.7 Section I - Site Information —01R.—T— I I -2S INN "REV I DATE — 5aby1 (P MP—Il A 05/29/18 PRELIM PLANS 2 RR sscRa j 8 rare m P2 ps P4 PS pf ED llrm Eaao ser„ M P2 P3 P4 DRAWN BY C -n -D PROJECT MANAGER: D. REVELS CHECKED BY: D. REVELS erw "REV I DATE aeowr4( A 05/29/18 PRELIM PLANS 2 j 8 ser„ M P2 P3 P4 DRAWN BY C -n -D PROJECT MANAGER: D. REVELS CHECKED BY: D. REVELS erw 5 A— I's PS gi90 Pair crr "REV I DATE DESCRIPTION A 05/29/18 PRELIM PLANS PROJECT NO.: 18-5846 DRAWN BY J. HITT PROJECT MANAGER: D. REVELS CHECKED BY: D. REVELS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 10 fN®INffRING GROUP, INC. 13051 TELECOM PARKWAY, SUITE 100 TEMPLE TERRACE, FLORIDA 33637 (813) 615-1422 CERTIFICATE OF AUTHORIZATION 28767 T .. Mobile -- stick toSpther' 7025 A.C. SKINNER PARKWAY JACKSONVILLE, FLORIDA 32256 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEREMY D. SHARIT, PE (#75137) ON JUNE 28 2018 USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C. 61615-23.004, WITH A DIGITAL CERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. JEREMY D. SHARIT PE FL LIC 75137 NEPTUNE BEACH 9JK0033—A I OCEAN BLVD JACKSONVILLE, FLORIDA 32233 (DUVALCOUNTY) SHEET NAME PROPOSED ANTENNA SCHEDULE SHEET NUMBER �PROPOSED ANTENNA SCHEDULE NTS I 1 RF1 4/23/2018 9JK0033A L700 9.7 2018-04-23 Section 3 - Proposed Template Images 6792S DB R4 LTE AWS+FCS+600+700 UMTS AWS -GSM PCS fonly Alpha Seco, mown xr LTE AWS:PCS PMF B nn FRIA PROPOSED ANTENNA PLUMBING DIAGRAM rsa u R•, 1. C - ... =<x,n NTS 1 1 REV I DATE DESCRIPTION A 05/29/18 PRELIM PLANS PROJECT NO.: 18-5846 DRAWN BY: J. HITT PROJECT MANAGER: D. REVELS CHECKED BY: D. REVELS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. im �0 FANGIN9114ING GROUP, INC. �,,:tlliee P4AItN FNa A 9EF"F#N TQ M9 RNo,t 13051 TELECOM PARKWAY, SUITE 100 TEMPLE TERRACE, FLORIDA 33637 (613) 615-1422 CERTIFICATE OF AUTHORIZATION 26767 T • .Mobile •° stick to"thw' 7025 A.C. SKINNER PARKWAY JACKSONVILLE, FLORIDA 32256 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEREMY D. SHARIT, PE (#75137) ON JUNE 28 2018 USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C. 61G15-23.004, WITH A DIGITAL CERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. JEREMY D. SHARIT PE FL LIC 75137 NEPTUNE BEACH 9JK0033—A 1 OCEAN BLVD JACKSONVILLE, FLORIDA 32233 (DUVAL COUNTY) SHEET NAME PROPOSED ANTENNA PLUMBING DIAGRAM SHEET NUMBER RF2 A - GENERAL Al. ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL EI,.ECTRICAL CODE (EDITION ADOPTED BY LOCAL JURISDICTION) AND APPLICABLE LOCAL CODES. A2. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE. A3. ALL ELECTRICAL EQUIPMENT AND ACCESSORIES SHALL BE U.L. APPROVED OR LISTED. A4. ALL POWER WIRING SHALL BE STRANDED COPPER, TYPE THHN/THHW AND 90 DEGREES C RATED. A5. GROUNDING ELECTRODE CONDUCTORS SHALL BE BARE, TIN COATED COPPER AND EQUIPMENT GROUND CONDUCTORS SHALL BE GREEN INSULATED, UNLESS OTHERWISE NOTED. A6. ALL POWER WIRING SHALL BE INSTALLED IN GALVANIZED RIGID (STEEL CONDUIT, PVC, OR FLEXIBLE LIQUIDTIGHT CONDUIT, AS INDICATED. A7. CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY PERMIT FEES, AND SCHEDULE INSPECTIONS. AB. CONTRACTOR SHALL APPLY FOR ELECTRICAL SERVICE AS SOON AS POSSIBLE AND COORDINATE REQUIREMENTS, SERVICE ROUTING, AND METER SOCKET TYPE WITH LOCAL POWER COMPANY. I( A9. CONTRACTOR SHALL APPLY FOR TELEPHONE SERVICE AS SOON ASPOSSIBLE AND COORDINATE REQUIREMENTS AND SERVICE ROUTING WITH TELEPHONE COMPANY. A10. PROVIDE ALL LABOR AND MATERIAL DESCRIBED ON THIS DRAWING, AND ALL ITEMS INCIDENTAL TO COMPLETING AND PRESENTING THIS PROJECT AS FULLY OPERATIONAL. A11. WHERE LONG POWER CABLE RUNS PREVAIL, CONTRACTOR SHALL CALLCULATE THE VOLTAGE DROP AND SIZE WIRES AND CONDUIT ACCORDINGLY. Al2. WHERE TRANSFORMER IS REQUIRED FOR ELECTRICAL SERVICE, TRANSFORMER SECONDARY SHALL BE GROUNDED PER N.E.C., ARTICLE 250-26. A13. REFER TO SITE SPECIFIC DWGS FOR ELEVATIONS. A14. ALL ELECTRICAL DEVICES EXPOSED TO WEATHER SHALL BE OF RAINPROOF CONSTRUCTION AND SHALL REQUIRE WATER TIGHT CONDUIT HUBS. NEMA 3R TYPICAL A15. CONTRACTOR SHALL COIL CABLES AT HANDHOLE WITH LENGTHS AS EQUIRED BY ELECTRICAL UTILITY FOR CONNECTION BY UTILITY. A16. ALL UNDERGROUND SERVICE ENTRANCE POWER CABLES SHALL BE TYPE FOR SUCH USE. CONTRACTOR SHALL CALCULATE VOLTAGE DROP AND RE -SIZE CABLES PER NEC REQUIREMENTS FOR CABLE RUNS EXCEEDING 250 FEET. B - POWER CABLE AND SERVICE B1. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRING TO BTS AND VERIFY EXACT CONDUIT ROUTING. RACEWAY SYSTEM MATERIALS AND DEVICES FURNISHED SHALL BE IN ACCORDANCE WITH APPLICABLE STANDARDS OF ANSI, NEMA, AND UL. RACEWAY SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE. WITH APPLICABLE REQUIREMENTS OF THE N.E.C. B2. CONTRACTOR SHALL SEAL AROUND ALL CONDUIT PENETRATIONS THRGUGH WALLS, FLOORS AND ROOFS TO PREVENT MOISTURE PENETRATION OR VERMIN INFESTATION. B3. CONDUCTORS RUNNING ALONG HORIZONTAL SURFACES (ROOF TOP OR SLAB) SHALL BE INSTALLED IN RIGID CONDUIT SUPPORTED ON ELECTRICAL CONDUIT SUPPORT. B4. ALL VERTICAL RUNS OF POWER CABLE EXCEEDING 80 FEET IN LENGTH SHALL BE SUPPORTED PER N.E.C. ARTICLE 300 USING KELLEMS GRIPS OR ACCEPTABLE EQUAL CABLE SUPPORT SYSTEM. B5. WHERE A SEPARATE ELECTRICAL SERVICE DROP IS ADDED, CONTRACTOR SHALL INSTALL PERMANENT SERVICE DISCONNECT OR GROUPING THEREOF, DENOTING ALL OTHER SERVICE ENTRANCES, LOCATION OF EACH AND THE AREAS SERVED BY EACH. B6. WHERE ELECTRICAL POWER IS TO BE SUB -FED FROM AN EXISTING DISTRIBUTION SYSTEM, THE FOLLOWING SHALL APPLY: A) CONTRACTOR SHALL PERFORM LOAD TESTING TO DETERMINE MAXIMUM FEEDER DEMAND PER N.E.C. ARTICLE 220-35. B) CONTRACTOR SHALL VERIFY WHETHER EXISTING FEEDER CAPACITY EXCEEDS VALUE CALCULATED PER N.E.C. ARTICLE 220-35 C) EACH BRANCH CIRCUIT PROTECTIVE DEVICE SHALL HAVE SAME IN�',ERRUPTING RATING AS EQUIPMENT SUPPLYING IT. D) PREFERRED MEANS OF SUPPLY SHALL BE A BRANCH CIRCUIT PROTECTIVE DEVICE LOCATED IN EXISTING PANEL. E) IF A BRANCH CIRCUIT PROTECTIVE DEVICE CANNOT BE OBTAINED OR SPACE IS NOT AVAILABLE, A BRANCH CIRCUIT MAY BE TAPPED FROM EXISTING FEEDER CONDUCTORS USING AN INSTALLED 2 -POLE FUSED DISCONNECT AND METER BASE PER N.E.C. ARTICLE 240-21 WITH TEN FOOT (10) MAXIMUM TAP CONDUCTORS. FUSED DISCONNECT SHALL BE LISTED SAME OR BETTER INTERRUPTING BATING AS EXISTING SOURCE OF SUPPLY. C - RF (COAX) AND LOW VOLTAGE CABLE C1. RF CABLES AND LOW VOLTAGE CABLING BETWEEN BTS, LNA OR TMA AND ANTENNA SHALL BE SUPPORTED USING ANDREW "SNAP -IN" HANGERS OR ACCEPTABLE EQUAL. C2. RF CABLES AND LOW VOLTAGE CABLING BETWEEN BTS, LNA OR TMA AND ANTENNA SHALL BE ROUTED AS FOLLOWS: A) RUNNING ALONG HORIZONTAL SURFACES: USE WAVEGUIDE SUPPORTS OR BRIDGE KIT MOUNTED ON CONCRETE SLEEPERS. B) RUNNING ALONG VERTICAL TOWER FACE: WAVEGUIDE LADDER W/HANGERS OR KELLEMS GRIPS. C) RUNNING ALONG OR ADJACENT TO BTS PLATFORM: USE 12 X 3 OPEN OR COVERED ELECTRICAL LADDER TRAY. D - IDENTIFICATION D1. LOCATE NAMEPLATE, MARKING, OR OTHER IDENTIFICATION MEANS ON OUTSIDE EQUIPMENT OR BOX FRONT COVERS. D2. PROVIDE NAMEPLATE ENGRAVED WITH EQUIPMENT DESIGNATION FOR EACH SAFETY SWITCH AND ALL OTHER ELECTRICAL CABINETS, ETC. D3. DURING TRENCH BACK -FILLING FOR EACH UNDERGROUND ELECTRICAL, TELEPHONE, SIGNAL AND COMMUNICATIONS LINE, PROVIDE A CONTINUOUS UNDERGROUND WARNING TAPE TWELVE INCHES BELOW FINISHED GRADE. ELECTRICAL NOTES NTS REV DATE DESCRIPTION A 05/29/18 PRELIM PLANS PROJECT NO.: 18-5846 DRAWN BY: J. HITT PROJECT MANAGER: D. REVELS CHECKED BY: D. REVELS THIS DRANING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. www'' "I P ENGINEC111NG GROUP, INC. 1-E'T ti EP PI -ANN IAV, i 8E TT9R TO M 0 Y UON 13051 TELECOM PARKWAY, SUITE 100 TEMPLE TERRACE, FLORIDA 33637 (813) 615-1422 CERTIFICATE OF AUTHORIZATION 28767 T • •Mobile•- Stk* topthw- 7025 A.C. SKINNER PARKWAY JACKSONVILLE, FLORIDA 32256 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEREMY D. SHARIT, PE (#75137) ON JUNE 28 2018 USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C. 61G15-23.004, WITH A DIGITAL CERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. JEREMY D. SHARIT PE FL LIC 75137 NEPTUNE BEACH 9JK0033-A I OCEAN BLVD JACKSONVILLE, FLORIDA 32233 (DUVAL COUNTY) SHEET NAME ELECTRICAL NOTES SHEET NUMBER E1 A - GENERAL Al. INSTALLATION OF GROUNDING ELECTRODE SYSTEM SHALL COMPLY WITH ARTICLE 1250 OF THE NATIONAL ELECTRIC CODE AND WITH ALL BUILDING CODES OF AUTHORITIES HAVING JURISDICTION. A2. GROUNDING CONDUCTORS SHALL BE #2 AWG TINNED SOLID BARE COPPER BELOW AND ABOVE GRADE, UNLESS OTHERWISE NOTED AND SHALL BE ROUTED IN A DOWNWARD PATH TOWARDS GROUND BARS. A3. GROUNDING CONDUCTORS SHALL BE KEPT AS SHORT AND DIRECT AS POSSIBLE WITH MINIMUM BEND RADIUS OF 12 INCHES. A4. ALL BELOW GRADE CONNECTIONS SHALL BE CADWELD TYPE CONNECTIONS AND ALL CONNECTIONS TO EQUIPMENT AND GROUND BARS SHALL BE 2 -HOLE BRONZE COMPRESSION CONNECTORS UNLESS OTHERWISE NOTED. A5. CONTRACTOR SHALL INSTALL NEW PCS GROUNDING SYSTEM PER SPECIFICATIONS AND INTERCONNECT NEW SYSTEMS TO ANY EXISTING GROUNDING SYSTEMS AS REQUIRED BY NEPA 70 AND 780 (THIS APPLIES TO ELECTRICAL POWER DISTRIBUTION GROUNDING SYSTEM, LIGHTNING PROTECTION GROUNDING SYSTEM, COAX CABLE GROUNDING SYSTEM AN� ANY OTHER EXISTING GROUNDING SYSTEMS). A6. GROUNDING CONDUCTORS SHALL BE BONDED TO CABLE SUPPORTS, ANTENNA FRAMES, AND ANY SUPPORT FRAMES OR RACKS USING CADWELD OR MECHANICAL CONNECTIONS. A7. CONTRACTOR SHALL PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS, STAINLESS STEEL HARDWARE SHALL BE USED THROUGHOUT. AB. GROUNDING CONDUCTORS EMBEDDED IN CONCRETE OR PENETRATING WALLS AND FLOORS SHALL BE ENCASED IN PVC CONDUIT. NO METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS UNLESS REQUIRED BY LOCAL CODES OR OTHERWISE INDICATED ON DRAWINGS. CONTRACTOR SHALL SEAL AROUND ALL CONDUIT PENETRATIONS TO PREVENT MOISTURE PENETRATION AND VERMIN INFESTATION. A9. CONTRACTOR SHALL BOND PCS GROUNDING SYSTEM VIA THE MASTER GROUND IBAR TO ALL METAL OBJECTS WITHIN 12 FEET OF EQUIPMENT, CONDUIT AND CABLES. A10. BONDING OF GROUNDED CONDUCTOR (NEUTRAL) AND GROUNDING CONDUCTOR SHALL BE AT SERVICE DISCONNECTING MEANS. BONDING JUMPER SHALL BE INSTALLED PER N.E.C. ARTICLE 250-28. A11. CONTRACTOR SHALL VERIFY EXACT CONDUIT ROUTING FOR GROUNDING CONDUCTOf S WHERE APPLICABLE. Al2. A GROUND LEAD IS REQUIRED ONLY FOR BTS SUPPORTED ON STEEL FRAME. AN ADDITIONAL GROUND LEAD IS REQUIRED IF CABLE TRAY IS USED. A13. CONNECTIONS TO CGB SHALL BE ARRANGED IN THE FOLLOWING THREE GROUPS: ' SURGE PRODUCERS (COAXIAL CABLE GROUND KITS, TELCO CABINET AND POWER PEDESTAL GROUND). " SURGE ABSORBERS (GROUNDING ELECTRODE RING OR BUILDING STEEL). ■ NON -SURGING OBJECTS (EGB GROUND IN BTS). A14. DOUBLING OR STACKING OF ANY GROUNDING CONNECTIONS IS NOT ACCEPTABLE. A15. ALL GROUND BARS SHALL BE INSTALLED WITH STAND OFF INSULATORS. B - PREPARATION B1. SURFACES: ALL CONNECTIONS SHALL BE MADE TO BARE METAL. ALL PAINTED SURFACES SHALL BE FIELD INSPECTED TO ENSURE PROPER CONTACT. ALL GALVANIZED SURFACES ON WHICH GALVANIZING HAS BEENREMOVED BY CUTTING, DRILLING, OR ANY OTHER " OPERATION SHALL BE RE -GALVANIZED IN ACCORDANCE WITH ASTM A780 USING ZINC RICH" COATING AS MANUFACTURED BY ZRC CHEMICAL PRODUCTS COMPANY (LOCATED IN QUINCY, MASSACHUSETTS), OR ACCEPTABLE EQUAL. NO WASHERS ARE ALLOWED BETWEEN ITEMS BEING GROUNDED. ALL CONNECTIONS ARE TO HAVE A NON -OXIDIZING AGENT ("COPPER SHIELD") APPLIED PRIOR TO INSTALLATION. B2. GROUND BAR: ALL COPPER GROUND BARS SHALL BE CLEANED, POLISHED LAND A NON -OXIDIZING AGENT ("COPPER SHIELD") APPLIED. NO FINGER PRINTS OR DISCOLORED COPPER SHALL BE PERMITTED. C - BUILDINGS Cl. ELECTRICAL CONTRACTOR SHALL PERFORM REQUIRED TESTING ON GROUNDING 43YSTEM ONCE GROUNDING SYSTEM IS COMPLETELY CONSTRUCTED AND BEFORE SERVICE POWER AND GROUND IS CONNECTED (SEE MOTE T1 FOR TEST DESCRIPTION). C2. A #4/0 AWG COPPER CONDUCTOR SHALL BE ROUTED FROM MASTER GROUND BAR AT BTS SITE TO MAIN METAL COLD WATER PIPE AND BONDED TO PIPE WITH BRONZE 2 -HOLE PIPE CLAMP. CLAMP SHALL BE CONNECTED TO WATER PIPE WITHIN 5 FEET OF ENTRY OF PIPE INTO BUILDING WITH NO DEVICES BETWEEN ENTRY POINT AND CONNECTIN AND SHALL COME IN CONTACT WITH PIPE FOR A MINIMUM DISTANCE OF 4 INCHES. ENT C3. METAL RACEWAYS, ENCLOSURES, FRAMES AND OTHER NON-CURRCARRYING ARTS OF ELECTRICAL EQUIPMENT SHALL BE KEPT AT LEAST 6 FEET AWAY FROM LIGHTNING ROD CONDUCTORS OR THEY MUST BE: BONDED TO LIGHTING ROD CONDUCTORS AT THE LOCATION WHERE SEPARATION DISTANCE IS LESS THAN 6 FEET. C4. A MASTER GROUND BAR (MGB) SHALL BE INSTALLED NEAR BTS WITH BUILDING PRINCIPAL GROUND BAR (BPG) INSTALLED NEAR ENTRANCE OF MAIN METAL COLD WATER PIPE INTO BUILDING. A #4/0 AWG STRANDED COPPER DOWN CONDUCTOR (VERTICAL GROUND RISER) SHALL BE USED TO INTERCONNECT GROUND BARS. C5. VERTICAL RISER SHALL CONSIST OF A #4/0 AWG (THWN) STRANDED COPPER CONDUCTOR INSIDE -y4" CONDUIT. C6. CONTRACTOR SHALL BOND BUILDING PRINCIPAL GROUND BAR (BPG) NEAR MAIN METAL COLD WATER PIPE TO EXISTING BUILDING GROUND RING AS WELL AS TO MAIN METAL COLD WATER PIPE WITH #4/0 AWG (9'HWN) STRANDED COPPER CONDUCTOR. C7. ANTENNA GROUND BARS (AGB) SHALL BE INSTALLED NEAR ANTENNAS AND SHALL BE BONDED TO MASTER GROUND BAR (MGB) WITH #2 AWG TINNED SOLID BARE COPPER CONDUCTOR. C8. IF CODES REQUIRE VERTICAL RISER TO BE ISOLATED IN CONDUIT, PVC CONDUIT IS PREFERRED. IF METALLIC CONDUIT IS USED, GROUNDING BUSHINGS SHALL BE INSTALLED ON EACH END OF THE CONDUIT ANDIBONDED TO GROUND BARS USING #2 AWG (THWN) STRANDED COPPER CONDUCTORS WITH GREEN INSULATION. D - LAND BUILDS AND CO -LOCATES D1. THE GROUND ELECTRODE SYSTEM SHALL CONSIST OF DRIVEN GROUND RODS UNIFORMLY SPACED AROUND THE EQUIPMENT FOUNDATION AND AROUND THE PERIMETER OF THE TOWER FOUNDATION. THE GROUND RODS SHALL BE %" X 10'-0" COPPER CLAD STEEL INTERCONNECTED WITH #2 SOLID TINNED BARE COPPER GROUND CONDUCTOR TO FORM A GROUND RING AT A DEPTH OF 30 INCHES BELOW THE SURFACE OF THE SOIL. A MINIMUM OF 1 FOOT AND A MAXIMUM OF 3 FEET CLEARANCES SHALL BE MAINTAINED FROM FOUNDATIONS. TOWER AND EQUIPMENT GROUND RINGS SHALL BE INTERCONNECTED WITH TWO GROUNDING CONDUCTORS OF EQUAL LENGTH AND MATERIALS. D2. GROUND RODS SHALL BE BONDED TO GROUND RINGS AND INTERCONNECTING CONDUCTORS AT EQUAL INTERVALS OF APPROXIMATELY 10 FEET. D3. WAVEGUIDE BRIDGE SHALL BE BONDED TO GROUND RINGS OR INTERCONNECTING CONDUCTORS WITH GROUNDING CONDUCTORS BONDED TO DIAGONALLY OPPOSED SUPPORT POSTS. D4. GROUND BARS SHALL BE BONDED TO GROUND RING WITH SINGLE GROUNDING CONDUCTOR. D5. BONDS TO ANTENNA MASTS, FENCE POSTS, WAVEGUIDE BRIDGE, TOWER STEEL (UNLESS PROHIBITED BY TOWER MANUFACTURER) AND THOSE BELOW GRADE SHALL BE EXOTHERMIC TYPE (CADWELD). ALL OTHER BONDS SHALL BE BRONZE 2 -HOLE COMPRESSION FITTINGS UNLESS OTHERWISE NOTED. D6. GROUNDING CONDUCTORS MAKING A TRANSITION FROM ABOVE TO BELOW GRADE SHALL BE INSULATED FROM EARTH CONTACT BY PASSING THROUGH PVC CONDUIT. THE CONDUIT SHALL EXTEND AT LEAST 6 INCHES ABOVE AND 12 INCHES BELOW GRADE LEVEL. E - LIGHTNING PROTECTION E1. IF EXISTING BUILDING HAS AN NFPA 780 AIR TERMINAL SYSTEM, EXISTING SYSTEM SHALL BE BONDED TO A GROUND BAR TO BOND THE EXISTING SYSTEM TO THE NEW SYSTEM. SHOULD THE EXISTING SYSTEM COME WITHIN 8 FEET OF ANTENNA STRUCTURES, EXISTING SYSTEM SHALL ALSO BE BONDED TO COAX GROUND BARS. E2. IF SITE IS IN A HIGH RISK AREA AND ANTENNAS DO NOT FALL WITHIN EXISTING CONE OF PROTECTION FOR BUILDING, AIR TERMINALS SHALL BE INSTALLED AT ANTENNAS. A SINGLE AIR TERMINAL MAY BE USED WHEN TWO ANTENNAS ARE MOUNTED ON SAME STRUCTURE AND IT HAS BEEN DETERMINED THAT BOTH ANTENNAS WILL FALL WITHIN LIGHTNING CONE OF PROTECTION FOR SINGLE AIR TERMINAL. T - GROUNDING REQUIREMENTS T1. CONTRACTOR SHALL INSPECT AND TEST ANY NEW OR EXISTING T -MOBILE GROUNDING SYSTEM WITH A BIDDLE-MEGGER TESTER UTILIZING THE FALL OF POTENTIAL METHOD AND CONTACT CONSTRUCTION MANAGER IF RESISTANCE EXCEEDS 5 OHMS AND SHALL FIELD MODIFY GROUNDING SYSTEM AS NECESSARY TO ACHIEVE COMPLIANCE. TEST RESULTS AND CONCLUSIONS SHALL BE RECORDED FOR PROJECT CLOSE-OUT DOCUMENTATION. T2. COAX CABLE OUTER CONDUCTORS (SHIELDS) SHALL BE GROUNDED USING COAX GROUNDING KITS AT A MINIMUM OF TWO POINTS, INCLUDING AT ANTENNA AND AT MASTER GROUND BAR. THE COAXIAL CABLE SHALL NOT EXCEED 100 FEET BETWEEN GROUNDING KITS. T3. GROUNDING CONDUCTOR CONSISTING OF 2-#2 AWG TINNED SOLID BARE COPPER WIRE SHALL BE BONDED TO WAVEGUIDE ENTRY GROUND BAR USING CADWELD CONNECTIONS. T4. COAX CABLE ENTERING A BUILDING SHALL BE GROUNDED WITH COAX GROUNDING KITS TO AN INSULATED COAX GROUND BAR WHICH SHALL BE INSTALLED ON THE OUTSIDE FACE OF THE BUILDING, BELOW THE CABLE ENTRY PORTS. T5. WHEN COAX CABLES ENTER A BUILDING FROM A TOWER, THE COAX GROUND BAR AT THE BUILDING SHALL BE CONNECTED TO THE EXTERNAL GROUND RING USING 2-#2 AWG BARE TINNED SOLID COPPER ISOLATED IN PVC CONDUIT. T6. WHEN COAX CABLES ENTER A BUILDING FROM A ROOF TOP, THE COAX GROUND BAR AT THE BUILDING SHALL BE CONNECTED TO THE MASTER GROUND BAR NEAR THE BTS USING #2 AWG STRANDED INSULATED COPPER CONDUCTOR (SEE BUILDINGS NOTES ON THIS DRAWING FOR CONNECTION TO PRINCIPLE GROUND BAR AND BUILDING GROUND). GROUNDING NOTES NTS I ii REV DATE DESCRIPTION A 05/29/18 PRELIM PLANS PROJECT NO.: 18-5846 DRAWN BY: J. HITT PROJECT MANAGER: D. REVELS CHECKED BY: D. REVELS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. _1�kl INQINECIIINQ QRQIlB, INC. 10Ga THKR PLANNI-t i YETT9k T�>MUtlkON 13051 TELECOM PARKWAY, SUITE 100 TEMPLE TERRACE,FLORIDA 33637 (813) 615-1422 CERTIFICATE OF AUTHORIZATION 28767 T • •Mobile -- stick together" 7025 A.C. SKINNER PARKWAY JACKSONVILLE, FLORIDA 32256 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEREMY D. SHARIT, PE (,#75137) ON JUNE 28 2018 USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C. 61G15-23.004, WITH A DIGITAL CERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. JEREMY D. SHARIT PE FL LIC 75137 NEPTUNE BEACH 9JK0033-A 1 OCEAN BLVD JACKSONVILLE, FLORIDA 32233 (DUVAL COUNTY) SHEET NAME GROUNDING NOTES SHEET NUMBER E2 REV DATE DESCRIPTION A 05/29/18 PRELIM PLANS PROJECT NO.: 18-5846 DRAWN BY: J. HITT PROJECT MANAGER: D. REVELS CHECKED BY: D. REVELS .10 IF THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. wwq ENOINE{RINO GROUP, INC. 100LTNTR PLANN1N0 A RETTRR TOM0440N 13051 TELECOM PARKWAY, SUITE 100 TEMPLE TERRACE, FLORIDA 33637 (813) 615-1422 CERTIFICATE OF AUTHORIZATION 28767 T - -Mobile -- stick together' 7025 A.C. SKINNER PARKWAY JACKSONVILLE, FLORIDA 32256 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEREMY D. SHARIT, PE (,J75137) ON JUNE 28 2018 USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C. 611315-23.004, WITH A DIGITAL CERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. JEREMY D. SHARIT PE FL LIC 75137 NEPTUNE BEACH 9JK0033— A 1 OCEAN BLVD I JACKSONVILLE, FLORIDA 32233 (DUVAL COUNTY) SHEET NAME ELECTRICAL ROUTING PANEL SCHEDULES SHEET NUMBER E3 REV DATE DESCRIPTION IP -20A 2P -60A LARGE DELTA /"� HP SURGE 1P -20A GFI PROJECT NO.: 18-5846 DRAWN BY: RECEPTACLE PROJECT MANAGER:D. LS REVEII CHECKED BY: 1P -20A EXHAUST FAN 1P -20A LIGHT PROPOSED 24 POSITION, 200A., 120/240V EXISTING T -MOBILE ¢o ELECTRICAL PANEL ELECTRICAL SUB -METER o `1 PROPOSED 200A. MCB (3) #3 IN 2" CONDUIT a a FOM SOURCE TO PROP ED STEP-DOWN TRANSFOR ER SOURCE M PROPOSED 50KVA 240/480 TO A120/240V DRY TYPE STEP -D WN TRANSFORMER PROPOSED 2"0 CONDUIT PROPOSED 2"0 CONDUIT FOR POWER W/ (3) FOR POWER W/ (3) #3/0 & (1) #4 GRD #3/0 & (1) #4 GRD ELECTRICAL ROUTING PLAN p _NTsj 3 REV DATE DESCRIPTION A 05/29/18 PRELIM PLANS PROJECT NO.: 18-5846 DRAWN BY: J. HITT PROJECT MANAGER:D. LS REVEII CHECKED BY: D. REVELS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFlLIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. ENGINEERING GROUP, INC. i'(1QCTKv% PLi-ING A 9ETTEk - 1.0kGOti 13051 TELECOM PARKWAY, SUITE 100 TEMPLE TERRACE, FLORIDA 33637 (813) 615-1422 CERTIFICATE OF AUTHORIZATION 28767 T • •Mobile: stick to"ther' 7025 A.C. SKINNER PARKWAY JACKSONVILLE, FLORIDA 32256 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEREMY D. SHARIT, PE (#75137) ON JUNE 28 2018 USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C. 61G15-23.004, WITH A DIGITAL CERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. JEREMY D. SHARIT PE FL LIC 75137 NEPTUNE BEACH 9JK0033—A 1 OCEAN BLVD JACKSONVILLE, FLORIDA 32233 (DUVAL COUNTY) SHEET NAME ONE—LINE DIAGRAM SHEET NUMBER E4 PROPOSED T -MOBILE ANTENNA EXISITNG ANTENNA MOUNTING PIPE I #2 AWG STRANDED EXISTING SECTOR GREEN INSULATED GROUND BAR (TYP.) COPPER CONDUCTOR EXISTING GROUND BAR (TYP.) #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR ED T -MOBILE LTE ) RRU (AHLOA) PROPOSED T -MOBILE LTE 2100 RRU (AHFIB) 't'UJtU I-MUIJILt KALE SYSTEM MODULE EXISTING GROUND BAR 0®000® 0000® 000®® 0 000®�00 COPPER CONDUCTOR (TYP.) %" WASHER X100, " SS BOLT 0 O " WASHER " SS LOCK WASHER " SS NUT TYPICAL GROUND BAR CONNECTION DETAIL NTS 1 2 1. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. 2. GUARANTEE/WARRANTY: GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, SHORTS, GROUNDS, ETC., FOR A PERIOD OF ONE YEAR. FURNISH WARRANTY SO THE DEFECTIVE MATERIAL AND/OR WORKMANSHIP WILL BE REPAIRED/REPLACED IMMEDIATELY UPON NOTIFICATION AT NO COST TO THE OWNER FOR PERIOD OF WARRANTY. 3. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 4. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 5. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 6. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 7. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 8. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 9. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. GROUNDING DIAGRAM (TYP.) NTS 1 11 GROUNDING NOTES NTS REV DATE DESCRIPTION A 05/29/18 PRELIM PLANS PROJECT NO.: 18-5846 DRAWN BY: J. HITT PROJECT MANAGER: D. REVELS CHECKED BY: D. REVELS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. CNOINlEAINO OAOUR, ING. FA:A49TH94 PLANNING; A 9ETT9k 111MOkI401 13051 TELECOM PARKWAY, SUITE 100 TEMPLE TERRACE, FLORIDA 33637 (813) 615-1422 CERTIFICATE OF AUTHORIZATION 28767 T . •Mobile e stick together" 7025 A.C. SKINNER PARKWAY JACKSONVILLE, FLORIDA 32256 THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JEREMY D. SHARIT, PE (#75137) ON JUNE 28 2018 USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C. 61G15-23.004, WITH A DIGITAL CERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. JEREMY D. SHARIT PE FL LIC 75137 NEPTUNE BEACH 9JK0033— A 1 OCEAN BLVD JACKSONVILLE, FLORIDA 32233 (DUVAL COUNTY) SHEET NAME GROUNDING DETAILS AND NOTES SHEET NUMBER E5