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CC-16-2109Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Parcel Number Permit NO. CC -7-16-2109 Permit Type: Commercial Construction Work Classification: Alteration Permit Status: APPROVED Issue Date: 8/312016 Expiration: 01/30/2017 Applicant 602 NE 96 Street Miami Shores, FL 1132060141410 Block: Lot: MIAMI SHORES PRESBYTERIAF Owner Information Address Phone CeII MIAMI SHORES PRESBYTERIAN 601 NE 96 ST MIAMI 38 FL 33138-2741 (305)751-5917 Contractor(s) Phone MASTEC NETWORK SOLUTIONS, LL( CeII Phone Valuation: Total Sq Feet: $ 27,500.00 50 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: SWAP EXISTING AT&T ANTENNAS Stories: Front Setback: Left Setback: Plans Submitted: Yes Certification Date: Bond Return : Scanning: 3 Occupancy Load: Exterior: Rear Setback: Right Setback: Certification Status: Additional Info: Classification: Commercial Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $16.80 $12.38 $12.38 $5.60 $825.00 $120.00 $9.00 $22.40 $1,023.56 Pay Date Pay Type Invoice # CC -7-16-60760 07/26/2016 Credit Card $ 50.00 $ 973.56 08/03/2016 Credit Card $ 973.56 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Final PE Certification Window Door Attachment Tie Beam Slab Termite Letter Framing Store Front Attachment Insulation Drywall Screw Window and Door Buck Ceiling Grid Fill Cells Columns Review Electrical Review Planning Review Building Review Structural Review Plumbing Review Mechanical In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is ac construction and zoning. Futhermore, I authorize the above fame rate and tha •rk will be done in compliance with all applicable laws regulating or to ;'astated. August 03, 2016 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date August 03, 2016 1 LALTROP® Telecom October 21, 2016 Miami Shores Village Building Department 10050 NE 2"d Avenue Miami Shores, FL 33138 Subject: AT&T Site: Site Address: CALTROP Project: Permit Number: Dear Sir or Madam: Special Inspection Letter M139 (FA# 10070209) 602 NE 96th Street Miami Shores, FL 33138 13-0729.05 CC -7-16-2109 On October 21, 2016, Mr. Andres Llano of CALTROP Corporation performed observations of the AT&T telecommunication facility located at the above -referenced site. The purpose of these observations was to inspect the following in accordance with the Florida Building Code, 5th Edition (2014), Section 2218.2: • Removal of six existing antennas. • Installation of six proposed antennas. • Installation of six Remote Radio Heads (RRHs). • Installation of two proposed surge suppressor units. Mr. Llano visually inspected solely the installation of the above mentioned items and compared his findings with the approved construction drawings prepared by CALTROP dated June 24, 2016. He found that the proposed antenna at 72' above ground level (AGL) in Sector C was installed with an azimuth of 225° instead of 270°. However, this variation is acceptable. Therefore, based on the observations by Mr. Llano, to the best of our knowledge, belief, and professional judgment, the connections of the installed equipment were performed in substantial compliance with these drawings. Should you have any questions or wish to discuss any aspect of this letter, please do not hesitate to contact the undersigned. Sincerely, CALTROP Corporation Andres Llano, E.I. Junior Project Engineer Florida Registration 1100019170 Michael A. Phillips, P.E. Principal Engineer Florida Registration 68312 CALTROP Corporation 13400 Lakeside Drive, Suite 525 Miramar, Florida 33027 www.caltrop.com P: 954.874.7870 F: 954.874.7868 /tel/37 r'\ Miami Shores Village Building Department BUILDING PERMIT APPLICATION 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECE!\TET) J,JL26.2016 BY. FBC20l Master Permit No.e@ ,( 6-2( Sub Permit No. ElBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ['PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 602 NE 96 STREET, City: Miami Shores County: Folio/Parcel#:11-3206-014-1410 Occupancy Type: Miami Dade Zip: Is the Building Historically Designated: Yes NO X Load: Construction Type: ALTERATION Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): MIAMI SHORES PRESBYTERIAN CHURCH phone#: 305 754 9541 Address: 602 NE 96 STREET City: MIAMI SHORES State: FL Zip; 33138 Tenant/Lessee Name: AT&T MOBILITY Email: CIO ROREY.WANLISS@MASTEC.COM Phone#: 954 994 4449 CONTRACTOR: Company Name: MASTEC NETWORK SOLUTIONS Address: 6100 BROKEN SOUND PKWY Phone#: 561 962 9807 City: BOCA RATON State: FLZip: 33487 Qualifier Name: STANLEY MACLIN State Certification or Registration #: CGC1515769 DESIGNER: Architect/Engineer: CALTROP TELECOM Address: 3400 LAKESIDE DRIVE Value of Work for this Permit: $ 27500 Phone#: 561 961 9801 Certificate of Competency #: Phone#: City: MIRAMAR State: FL Zip: 33027 Square/Linear Footage of Work: 50 Type of Work: ❑ Addition ❑■ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: SWAP EXISTING AT&T ANTENNAS Specify color of color thru tile: Submittal Fee $ „SO 'Q Permit Fee $82S - GO CCF $ G • w CO/CC $ 0 Scanning Fee $ c=t Radon Fee $ ( 2 • 39 Technology Fee $2._2_ • -/ 0 Training/Education Fee $ S - 60 DBPR $ } 2. 30 Notary $ Structural Reviews $ (Revised02/24/2014) 9 Double Fee $ (� Bond $ • SFO TOTAL FEE NOW DUE $ �� Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State Zip 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 laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. OWNER or AGENT The foregoing instrument was acknowledged before me this c2/S± day of \iLay , 20 Jj , by �e bo r o.J) IQose. , who is personally known to me or who has produced %j careSeJ as identification and who did take an oath. NOTARY PUBLIC: 0 Print: two., Signature ONTRACTOR The foregoing instrument—rwas acknowledged before me this a f J day of UL/ ,20,by S*_cnl ty (, teiclin , who is personally known to me or who has produced V2!' l)Clvzf\4, as identification and who did take an oath. NOTARY PUBLIC: Sign; OV( ( -1-t wit'I PrintUlat/1�.Jk� Seal: 0% ='o °cam MUNIUUt Nu Ut IVOM.E 17 `"- MY COMMISSION #FF080936 o oP" EXPIRES January 5, 2018 (407) 398"o103 rinrldaNatary8aMaa,aam ******************Iii**************4±*******tit******************• APPROVED BY (Revised02/24/2014) Plans Examiner Structural Review 7 /oning �` Clerk Miami Shores Viiiage Building Department CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. OPY OF QUALIFIER'S STATE LICENCES B. /COPY OF LOCAL BUSINESS TAX RECEIPT C. ✓ COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: /%�/%Si�_ /i/��w�,-k 5%7?atis BUSINESS ADDRESS: 6/00 L '4'e./ ,S/di,k CITY goc.ot/e� o,•i STATE ZIP 3382 BUSINESS PHONE: (10 ) %6,Z- 9sio 79 FAX NUMBER ( ) CELL PHONE ( ) QUALIFIER'S NAME: SM --,--‘7/7 QUALIFIER'S S LIC NUMBER: C�'C /sj 17 6J' STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 MACLIN, STANLEY KEVIN MASTEC NETWORK SOLUTIONS, LLC 105 SUGAR MAPLE CT MURFREESBORO TN 37130 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE RICK SCOTT, GOVERNOR STATE.OF FLORIDA DEPARTMENT OF -BUSINESS AND PROFESS1ONA' EGULATION !�' Lam', C6C1.515769 04 ISSUE:YR 07/22/2014 CERTIFIED GL ERAL GONA ACTOR MACL'(N,:STAV E; IEV- MASTED,NETWORvK�AS�O+L,L•U,�T�IQNS; x --LC 1/1,, S_CtRTIFIED...underttie.-aIovisions of.Ch.489-FS _ r. Fxpi�ion date': AUG'31,2016 ' _ - L1407220001345 - _ :.....„..._ ___. r .... - - _ F _ ___. + ' , _ KEN LAWSON, SECRETARY Y - __ __ ST ATE�OF=FLO_RIDA` ` — �-7" l- - -- - -- ..... _ L.DE AP RTMENT OF_'BUSIIFIE3S AN 'PROFESSIONAL- REGULATION --"---GONS'TRUCTION INDUSTRY. LICENSING.B_OARD. N• , • CENSE NUMBER 1 LIr .-. .. ---« `w.---•-- "--- r !"-PGC1'515769 , ------�:�--' -,., , `` , The,GENERACCONT � � �.� . `._ .44 bk- RACTOR-Z"-7_4...:-:-NI--:-,<,N - yNamedibelow;IS.CERTIFIED„� =-.�. �'*,.- - "". _,;,;:--`-\I ---`-,< ,N - `. *- ' ' ;Unnderthe•provisions,of Cliapte(489^FS.- `---4._ti -=,,� -:` ti'`\`rk \'`•`�` .' `' _Expiratio dilate AUG:31-2016 ` 7 r..,:., .«. ","� _ ,`- '-.,< 's,'" \\. ._ _ MACLIN,-STANLEY MASTEC NETW.ORK_SOL•UTIONS,-LL-C 4 �-- -' -,,,.- �4401`IVORTFISIDE;,PARKV,1Ii4Y I�W*:'�`"�».�``.- �"�.�,•"�,,�a r,. SUI fE"600!_.-r''...-----_' '- ,�%ATL'ANTA- - �% `ti's,\\ ,`*''%Ns.s\....\\ ISSUED: 07/22/2014 DISPLAY AS RFOI IIRFI1 RY I AW cFn it 1 lAn777nnni'!AR 0:SD To find out about business and economic opportunities for Florida veteran business enterprises, as well as Florida's small minority and women -owned businesses, please contact or visit the Department of Management Service's Office of Supplier Diversity at: /Ntp://www.rhns.nrt•Jlorida.com/other progrmns/office of supplier diversity osd To find out about State of Florida tools supporting statewide centralized procurement activities which have streamlined interactions between vendors and state government entities, please contact or visit the Department of Management Services' MyFloridaMarketPlace at: Irttps://vetldor.111pf oridantnrketplace. cony AC#534334 (For the protection of our professional license holders, this license contains hidden security features to prevent counterfeiting. Unauthorized reproduction is strictly prohibited and will be prosecuted to the fullest extent of the law) The Department of Business and Professional Regulation (DBPR), issues licenses for many licensed businesses and practitioners in the State of Florida. DBPR is changing the way you interact with state government. Many of DBPR's services are available online at www.MyFloridaLicense.com. We encourage you to utilize these services to make address changes, licensing changes or to renew your license. Name changes require legal documentation verifying the name change, which must be mailed to the DBPR. An original, a certified copy or a duplicate copy of an original or certified copy of a document that shows the legal name change will be accepted, unless the DBPR has a question about the authenticity of the document. If applicable, the DBPR will send a renewal notice to your last known address or email address of record. If you have not received your renewal notice, please call our Customer Contact Center at 850.487.1395 or online at www.MyFloridaLicense.com/contactus. Please refer to your profession's governing statutes and Administrative codes for further information regarding renewals. These may be accessed from our website. AC# 534334 ANNE M. GANNON CONSTITUTIONAL TAX COLLECTOR Serving Paint Bead! County Serving you. TYPE OF BUSINESS P.O. Box 3353, West Palm Beach, FL 33402-3353 www.pbctax.com Tel: (561) 355-2264 **LOCATED AT** 6100 BROKEN SOUND PKWY NW STE 6 BOCA RATON, FL 33487-2713 23-0051 GENERAL CONTRACTOR OWNER CERTIFICATION N RECEIPT #/DATE PAID AMT PAID BILL # MACLIN STANLEY KEVIN CGC1515769 815.886678 - 09/16/15 $27.50 B40174357 This document is valid only when receipted by the Tax Collector's Office. B1 - 344 MASTEC NETWORK SOLUTIONS LLC MASTEC NETWORK SOLUTIONS LLC 6100 BROKEN SOUND PKWY STE 6 BOCA RATON, FL 33487 111n11111111JL111L111 STATE OF FLORIDA PALM BEACH COUNTY 2015/2016 LOCAL BUSINESS TAX RECEIPT LBTR Number: 201361020 EXPIRES: SEPTEMBER 30, 2016 This receipt grants the privilege of engaging in or managing any business profession or occupation within its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 07/27/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER MARSH USA, INC. TWO ALLIANCE CENTER 3560 LENOX ROAD, SUITE 2400 Atlanta, GA 30326 Attn: Atlanta.Certrequest@marsh.com 605106 -Cas -15-16 NETSO CONTACT NAME: INC. No. Ext): FAX No): E-MAIL EDDRLSS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : ACE American Insurance Company 22667 INSURED MasTec Network Solutions, LLC 6100 NW Broken Sound Pkwy, Suite 106 Boca Raton, FL 33487INSURER INSURER B : Indemnity Ins Co Of North America 43575 INSURER C : Commerce And Industry Ins Co 19410 D : ACE Fire Underwriters Co 20702 INSURER E : Agri General Insurance Company 42757 INSURER F : X CERTIFICATE NUMBER: ATL -003427058-11 • THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY XSL G27397359 09/15/2015 09/15/2016 EACH OCCURRENCE $ 1,750,000 CLAIMS -MADE X OCCUR DAMAGE TO PREMISES (Ea occurrence) $ 250,000 X SIR: $250,000 MED EXP (Any one person) $ SELF INSURED PERSONAL & ADV INJURY $ 1,750,000 GE X 'L AGGREGATE POLICY OTHER: LIMIT APPLIES PRO- JECT PER: LOC GENERAL AGGREGATE $ 20,000,000 PRODUCTS - COMP/OP AGG $ 6,000,000 $ A AUTOMOBILE X X X LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS x SCHEDULED AUTOS NON -OWNED AUTOS ISA H08858950 09/15/2015 09/15/2016 COMBINED SINGLE LIMIT (Ea accident) $ 5,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ C X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE BE 020688007 09/15/2015 09/15/2016 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 DED RETENT ON $ $ B A A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) IfD yes, describeunder DESCRIPTION OF OPERATIONS below Y / N N N / A WLR 048589571 (AOS) WLR C48589583 (AZ, CA, MA) WCU C48589613 (FL,GA,NC,TX) SIR: $1.5M for FL,NC,TX/ $1 M for GA 09/15/2015 09/15/2015 09/15/2015 09/15/2016 09/15/2016 09/15/2016 x PER STATUTE OTH- ER E.L. EACH ACCIDENT $ 2,000,000 E.L. DISEASE - EA EMPLOYEE $ 2,000,000 E.L. DISEASE - POLICY LIMIT $ 2,000,000 D E Workers Compensation Workers Compensation SCF 048589601 (WI) WLR 048589595 (TN) 09/15/2015 09/15/2015 09/15/2016 09/15/2016 2,000,000 2,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) Re: Contractor's License Number: Stanley Maclin (CGC1515769) / Brad ey Conn (EC13006418) DER CANCELLATION Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 01 Marsh USA Inc. Manashi Mukherjee -.r':.auoo ACORD 25 (2014/01) © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD /17i37 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI-DADE: TAX FOLIO NO. /13206 O /9/c./4 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 CFH 201680443753 OR BK 30172 Ps 1949 (1Pss) RECORDED 137/29/21116 15:22:15 HARVEY RUVINi CLERK OF COURT MIAMI-DADE COUNTY► FLORIDA 1. Legal description of property and street/address: O 02 /vG 9 6 57 "4p -frit i 5I/046.5 S rc Z P5 to -x7 .Co%s / 70 /0 /di C As" h< 6 / d o -r � tc t 141✓ 2. Deription of improvement: e// --cam Ext.777,rf 7-cr 4'n 7":65- /.v4 3. Owner(s) name and address: V9/ ci r/470 70 6/ / 1 _ Zoo C ,/ti/' G C/ S f �!L t Z/fu ��� FL Interest in property: .e-SSe� ! Name and address of fee simple titleholder:/VOR%/f-G�79lSJ4esbyjce//4"12/fu,/e�= 6,92W-696,5( /y%i is S/ 4. Contractor's name, address and Phone number: / /Y74s- cldE�^/e-ri1: Sd /LG% o -'i— fi/OV .6'Ro/rer*VSDUN2 t,,el y.,dccc' //47 / FL 33 yzr ? 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: RIDA. CITY OF D 7. Persons within the State of Florida designated by Owner upon whom noti �tVl' vi Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: Space above reserved for use of recording office 4 • p r o Or loiritititeori, cy of 8. In addition to himself, Owners designates the fo 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) Prepared By ner(s)' ' . - , 'zed Offic= or/Partner/Manager -9'' - - Print Name /74 / /C #iJ! Print Name Title/Office-a z7/4t ie f a..rc 9/' Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE ry J c1 The foQyre�goin instrume as acknowledged before me this e;1 day of T(- . Q9aG ❑ Individually, or ❑ as Gfersonally known, or U produced the following type of ide atipnK- /// — Signature of Notary Public: 1 - - /-1t-e- , Print Name: ( Alf I r r to /(/i cu/r. /j3//E for (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signatu"'{Ov ) or r(s)' prized By 123_01-52 PAGE3 9/12 (407) 398-0153 ector/Partner/Manager, who signed above: By MONIQUE NICOL( NOBLE MY COMMISSION #FF080936 EXPIRES January 5, 2018 FforidallolaryService,corn EALTROP® Telecom June 10, 2016 Dennis Demarco MasTec Network Solutions, LLC 6100 Broken Sound Parkway, Suite 6 Boca Raton, FL 33487 Subject: AT&T Site Name: Site Address: CALTROP Project: Dear Mr. Demarco: Antenna Mount Evaluation M139 602 NE 96th Street Miami Shores, FL 33138 16-1045.04 .... •••• • .. • • • .. • • •••• .. . • • • •••• • . .. •••• • • • • • ......• • • • .. • • • • • • ..• • •••• • • • ..• CALTROP Corporation (CALTROP) understands that you have requested a statement qualifying the AT&T antenna equipment mounts at the above -referenced site to support the proposed AT&T Fourth Carrier (4C) equipment loading configuration. This letter was based on published catalog information, information obtained during our site visit, and information provided by AT&T. The proposed antennas will be attached to the existing commercially available antenna mounts designed to support such loading that are attached to the exterior of the bell tower's concrete walls. The proposed antenna peripheral equipment will be supported by the proposed flush mounts designed by CALTROP that will be attached to the inside of the bell tower's concrete walls. The loading will be configured as depicted in the construction drawings prepare by CALTROP. Based on our evaluation of the aforementioned information, the existing and proposed antenna mounts can adequately support the proposed AT&T 4C equipment loading. Should you have any questions or wish to discuss any aspect of this letter, please do not hesitate to contact the undersigned. Sincerely, CALTROP Corporation Michael A. Phillips, P.E. Principal Engineer Florida Registration 68312 aj#,O/NA L t1fl CALTROP Corporation 3400 Lakeside Drive, Suite 525 Miramar, Florida 33027 www.caltroo.com P: 954.874.7870 F: 954.874.7868 • OUNTY Miami -Dade County Department of Regulatory and Economic Resources Herbert S. Saffir Permitting and Inspection Center 11805 S.W. 26"' Street • Miami, FL 33175 (786) 315-2000 NOTICE TO MIAMI-DADE COUNTY BUILDING OFFICIAL OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE ••.• • .••• • • • 1(We) have been retained by AT&Tto perform special irspeGtor services undQr the Florida Building Code at the M139 project on the below fid•4tructures 3s of 25 July 2016 (date). I am a registered architect or professional engineer licensed in thEat'air3of Florida. •. PROCESS NUMBERS: •••.•• •••• • • • • • •_ •r •• • • • • • • w •• ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 •• • •• • •' ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH, FBC 2319.17.2.4.2 • • • • • • • •❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.2.4 •• ' .••••. •. • X SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (For tilt -up walls systems, inspect reinforcement as well) ❑ SPECIAL INSPECTOR FOR CURTAIN WALL, FBC 2414.7 ❑ SPECIAL INSPECTOR FOR STRUCTURAL GLAZING, FBC 2415.7.2 ❑ SPECIAL INSPECTOR FOR LIGHTWEIGHT INSULATING CONCRETE, FBC 1917.2 (R4405.12.2) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The following individual(s) employed by this firm, or me are authorized representatives to perform inspection * 1. ELIEZER DIAZ, El 2. SHAWN WALKER 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include: licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (We) will notify the Miami -Dade County Building Official of any changes regarding authorized personnel performing inspection services. I (We) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami -Dade County Building Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The County building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit, I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement i, OILIAtk4Mdtirgibe b/ee of my knowledge, belief and professional judgment those portions of the project outlined above meet the interaWiqA •9 f" Ode and are in substantial accordance with the approved plans. �G: '�\G ;//(� �i� Engineer/Architect �A• No . z �2 • N Name MICHAEL A. PHILLIPS, PE s (PRINT) • d Address 3400 LAKESIDE DR., #525, MIRAMAR, FL 33027 Sigi a bd S' :� : TE OF 'vim: .c. Date •` 14041• _ 0 P( ••'' �� Phone No. (954) 874-7884 Zf Q/VA � G,�e�` Rev. 04ftq/111p���4� at&t M 1 39 E (FA 10070209) • c L. Uy 602 NE 96th STREET } cMIAMI SHORES, FL 33138 r• 4th CARRIER OVER.\Y CII1TU RECEIVED JUL 2 6 2016 BY: LOCAL MAP PROPERTY SUMMARY DESIGN CRITERIA INDEX OF DRAWINGS rp wY / �....J 1-'r4Ko,- rSr, 1� ��K,r-.KL �1 16 ans; rvs:.� r _'��ao.i_F ,/ �. v��t"�'f fJL JI. ---"M � r Y{ G i rI 1�., ^T_. . 1 7"y.,. �. ©- i la •1:•••.!..„, _ = FG = , -'Krr LAM '''''''.1 ' S --w.:. 4. / 1- .�r-Jiv_.. _ w.. f "Koos ,1 �I-•K,.: i r `3' v I! 1=-c= of �_ +ia`N„F Ei=1•K.ws _K""-'1 % ie /.; ",-----15''''l !; r-. .�--T r ' 1 -', 1 r- �,e,�'! t tip'_ i I .er+a o"""" ery ,...• r•'4 j ' ISFTE LOCATION kV,' Kr.f v r. �Y-'Ksfn4 4' _±- Tri• -a rrnM Yn4 _ - Ke.' _T 4 m "-.4"."' ws _ I i K� .. ', :, ,I ,....j...r 'j.441:. �,- iii»esi:.=-]r"'±� <.. O I .,,,ti -,cw'� _ ---r _ 3� t . i <.... 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DRIVING DIRECTIONS APPUCANT MIKE KRISSEL AT&T MOBIUTY 2001 NW 64th STREET, SUITE 100 FORT LAUDERDALE, FL 33309 (561) 451-7496 PROPERLY OWNER NORTHEAST PRESBYTERIAN CHURCH U.S. 602 NE 96th STREET MIAMI, FL 33138 RF DESIGN VERIFICATION DESIGN BASED ON RFDS REV 0.1 DATED 05/18/16. CONTRACTOR SHALL REQUEST CURRENT RFDS AND WORKBOOK FROM MASTEC NETWORK SOLUTIONS CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION 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. 1. FLORIDA BUILDING CODE, 5th EDITION (2014). 2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-11, NATIONAL ELECTRICAL CODE, 2011 EDITION. 3. TIA-222-G WITH ADDENDUM 1 AND 2 APPUCABLE STANDARDS. 4. LIFE SAFETY CODE NFPA-101-2012. 5. FLORIDA FIRE PREVENTION CODE, 5th EDITION (2014). 6. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 360-10 AND 341-10. 7. UNDERWRITERS LABORATORIES (U.L.) APPROVED ELECTRICAL PRODUCTS. 8. LOCAL JURISDICTIONAL REQUIREMENTS. 9. CFTY/COUNTY ORDINANCES. NEIEL THERE SHALL BE NO PIPES, CONDUITS OR CABLES RAN THROUGH THE STAIRS OR ITS ENVELOPE. LEGAL DESCRIPTION MIAMI SHORES SEC 2 PB 10-37 LOTS 1 TO 10 INC BLK 61 LOT SIZE IRREGULAR C2 EXISTING AND PROPOSED ANTENNA LAYOUTS e C3 ELEVATIONS 0• C4 ELEVATIONS 0 C5 DETAILS 0 El DC ELECTRICAL DETAILS 0 E2 GROUNDING DETAILS AND NOTES 0 • THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFlLWTES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. / • • •TeJeC0T1': •••• • • • • •• • ••••• 3400 LA/450E DRNE , • • SUITE 525 • MR,•AAR, 161.. 33027 • • • • •• • • CERTIFICAT• OF.4448RIZATION 29214 ••••• ' • • • • • • • • • • • • • • • ••• • • • -- 1 • • • 000000 •••••• • • • ooo • • :•;. • • •• • • ~-� gat&t PROJECT INFORMATION SCOPE OF WORK FROM AT&T'S CYPRESS CREEK OFFICE, HEAD SOUTH ON 1-95 FOR 23.9 MILES TO EXIT 8A (NE 95th STREET). TURN RIGHT ON RAMP AND HEAD WEST ON NW 95th STREET FOR 109 YARDS, TURN LEFT AND HEAD WEST TO STAY ON NW 95th STREET FOR 0.8 MILES TO N MIAMI AVENUE. TURN LEFT ON N MIAMI AVENUE AND HEAD NORTH, IMMEDIATELY TURN RIGHT ON NW 96th STREET FOR 0.8 MILES TO SITE ON LEFT SIDE OF ROAD. 1. THIS IS AN UNMANNED FACILITY AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. 2. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. 3. NO WASTEWATER WILL BE GENERATED AT THIS LOCATION. 4. NO SOUD WASTE WILL BE GENERATED AT THIS LOCATION. 1. REMOVAL OF (6) EXISTING AT&T ANTENNAS. 2. INSTALLATION OF (6) NEW AT&T ANTENNAS. 3. INSTALLATION OF (6) NEW REMOTE RADIO HEADS (RRHs). 4. INSTALLATION OF (2) NEW SURGE SUPPRESSORS. • • *« 'W� .•A F I °•• 4/$: ,• s 0 R t 0 •P•' C.• •• • 4. • ONAL0000000•. 1ie.%♦+ DATE OFI SIGNATURE• i 4 t, 7/25/16 • l M139 602 NE 96th STREET MIAMI, FL 33138 SHEET NAME TITLE SHEET SHEET NUMBER T1 • J I"1. 1. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFlNffIONS SHALL APPLY: LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. OWNER - AT&T MOBILITY ENGINEER - CALTROP CORPORATION 2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION 2. PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL EXISTING MANAGER. EXTREME CAUTION SHALL BE USED WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONDITIONS, (2) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE 4. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. CONSTRUCTION MANAGER. 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE 3. A 20 -FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER UNES. REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, 4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL IN SUBJECT TO THE APPROVAL OF THE LANDLORD AND/OR LOCAL UTILITIES. ADVANCE OF THE CONSTRUCTION START DATE. 6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. 5. LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR AND 7. ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE INCIDENTAL TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS AND/OR AS SPECIFIED GRADED TO A UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS HEREIN. LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SYSTEMS, INCLUDING ALL ELEMENTS AND THE SOIL SHALL BE STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, WHETHER OR NOT SPECIFICALLY INDICATED ON CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. THE PLANS. 8. THE SUB -GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 6. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN AUTHORIZATION FROM 9. BACKFILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND THE CONSTRUCTION MANAGER TO PROCEED. FILL SHALL BE FREE OF ALL ROOTS, BOULDERS, OR OTHER DELETERIOUS MATERIAL. 7. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL. OTHERWISE INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ENGINEER AND THE CONSTRUCTION 11. SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE DRAWINGS. MANAGER. 8. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND SHALL DELIVER SITE WORK NOTES 2 SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK. 1. MATERIAL: 1 9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. A. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC "STEEL CONSTRUCTION MANUAL". • 10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED B. ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 • SURFACES, ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME RESULTING FROM THE STANDARDS. • CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR C. ALL STRUCTURAL PLATES, ANGLES, AND CHANNELS SHALL BE ASTM A36 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND•, BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION OF THE CONSTRUCTION MANAGER. ASTM A153 STANDARDS. • • 11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE GENERAL AREA D. ALL TS MEMBERS SHALL BE ASTM A500 GRADE B (Fy=46ksi), AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM, CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND DISPOSING OF SAME IN A A153 STANDARDS. • LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN CONDITION AND FREE FROM PAINT SPOTS, • DUST, OR SMUDGES OF ANY NATURE. E. ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (Fy=42ksi), AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. 12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S RECOMMENDATIONS EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE F. ALL NONSTRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B, AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. ASTM A153 STANDARDS. 13. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING JURISDICTION OVER THE PERFORMANCE 2. DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL. OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UT1LFTY COMPANY SPECIFICATIONS AS WELL AS LOCAL AND STATE CODES, ORDINANCES AND APPLICABLE REGULATIONS. 3. WELDING: A. ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1, LATEST REVISION. 14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND B. ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK, INCLUDING CONTACT AND COORDINATION WITH THE C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING. CONSTRUCTION MANAGER AND WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. 15. WITHIN TWENTY ONE (21) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A COMPLETE 4. ALL BOLTS SHALL BE GALVANIZED '/," DIAMETER, A325 -N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED BY SET OF AS -BUILT DRAWINGS, SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER CLOSEOUT DOCUMENTATION AS AISC. SECURE NUT WITH LOCKING WASHER. REQUIRED BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNER'S ACCEPTANCE. 5. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE. 6. THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTION. 7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION. 8. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN K• INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. 9. THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT RAINWATER INTRUSION. 10. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD SPLICES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPUCES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SPUCES. 11. AT THE CONTRACTOR'S OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. 12. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS OF CUTS, CONNECTIONS, CAMBER, HOLE, AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, AND TYPE OF WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS' SECTIONS. GENERAL NOTES ` 1 STRUCTURAL STEEL NOTES 3 l "REV DATE DESCRIPTION 0 7/25/16 FOR PERMIT PROJECT NO.: 16-1045.04 DRAWN BY: CHECKED BY: • J. ORTEGA M. ABBEY 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. • • • 3400 LAK•SIDE DRIVE • a r • • SUITE 525 • oo • A1S 4AR. 1.33027 •••••1 • t•• • • . • 1 CERTIFICATED OF /•ITWORIZATION 29214 • / • • • • • / • •••• • • •••• . • ••••• • • 000000 • • • • • • • • • • • •• • •r • kt4t=1111.?,"4:611111.94 •at&\,,,............/t • • ,vo">f If If rl •Y,•t q • 00' • * *" ,0••ATE OF �+ ++ "•14 0 R 9 •�,,� ♦♦# ON��IIA1.•�'`�� `DATE • S GNA1UREi • 1`` 7/25/16 M139 602 NE 96th STREET MIAMI. FL 33138 SHEET NAME NOTES SHEET NUMBER T2 • EXISTING CONCRETE BELL TOWER EXISTING AT&T EQUIPMENT ROOM INSIDE 2nd FLOOR EXISTING PROPERTY BOUNDARY NE 96th ST NE 6th AVE CABLE LENGTH FROM EQUIPMENT SHELTER SECTOR CABLE LENGTH A 80'± B 80'± C 80'± 1 • • • • 1 • • • • • IV DATE DESCRIPTION 1 0 7/25/16 FOR PERMIT PROJECT NO.: 16-1045.04 DRAWN BY: CHECKED BY: J. ORTEGA M. ABBEY f THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND RS AFFILATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN RIS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. • • • • • 1 IE • • • r •••• • ••• 1•• ••TeJeCom • • •• • 3400 LAKESIDE DRNE • 1 ••SURE 25 .....1 • AI•WLyR, 33027 •• 1 •• • ••-- • • •CERTIFICATE OF AUh10RIZATION 16.10 • • • • • • •• •• • • •• • •__••• ••• • • • • • • • • • •••••• •••••• 1 • • • • • • 14:.....): :at&t J \ROOF PLAN 10 2o GRAPHIC SCALE 1, M139 602 NE 96th STREET MIAMI. FL 33138 SHEET NAME ROOF PLAN SHEET NUMBER C1 \ r, 1(4)) \ 0 EXISTING AT&T RRH MOUNTED TO UNISTRUT CNP. OF 2) - PROPOSED AT&T ANTENNA 0 71'f AND EXISTING AT&T ANTENNA 0 79'± (ABOVE) N 0 EXISTING AT&T RRH MOUNTED TO UNISTRU (TYP. OF 2)O EXISTING AT&T ANTENNA 0 79'* TO REMAIN AND 71'f TO BE REMOVED N AND REPLACED (BELOW) EXISTING SPRINT RRUS ON TRIPOD PROPOSED AT&T r% 11 0 • 73 CP r EXISTING SPRINT RRUS ON TRIPOD n 11 DOMING AT&T ANTENNA LP v TO BE REMOVED AND REPLACED 0 85'± © STACKED RRH • tor (TYP. OF 2) - •1;' II AT&T SURGE •• Ili ._; •PROPOSED SUPPRESSOR (PART DC6-48-60-18-80 C (TYP. OF 2) • PROPOSED AT&T _. PROPOSED AT&T ANTENNA• c....) STACKED RRH �'; MO _ • DOSING AT&T TMA TO BE REMOVED °a° �� ` o a o O 85 f • ...J 1. 0 • ] `' EXISTING AT&T TMA TO BE REMOVED•9 PROPOSED AT&T ANTENNA 0 85'± � G PROPOSED AT&T IXISTING AT&T ANTENNA i_, TO BE REMOVED AND REPLACED 0 85'* SECTOR C - - ���-� '0• y �. [ (TYP. OF 2) g i.;� �- AI SECTOR C a� �> ���� '' '' STACKED RRH (TYP. OF 2) AZ = 270' - • . • EXISTING AT&T FIBER AND DC DISTRIBUTION WALL MOUNTED UNIT AZ = 270' l ._ .. 1414, s iii, `c EXISTING AT&T ANTENNA 0 80'± -'T�S= i 5� L. ®:'� EXISTING AT&T FIBER AND DC DISTRIBUTION UNIT MOUNTED ON WALL A EXISTING AT&T ANTENNA TO REMAIN 0 80'± 'if.' i 10°' E.• .'`. AikI ''-'I rr'" 1� EXISTING AT&T RRH �'' r1 Wil, EXISTING AT&T RRH I '..� (TYP. OF 2) �� �r11 -' (TYP. OF 2) ` i;11 I 0 PROPOSED AT&T EXISTING AT&T ANTENNA• TO BE REMOVED AND REPLACED O 72't Itay ANTENNA 0 72'± EXISTING AT&T RRH (TYP. OF 2) EXISTING AT&T RRH (TYP. OF 2) :j PROPOSED AT&T ANTENNA EXISTING AT&T ANTENNA 0 83'* PROPOSED AT&T ANTENNA TO BE REMOVED AND REPLACED 0 83'* EXISTING AT&T ANTENNA 0 69'* AND EXISTING AT&T ANTENNA 0 75'± (=• Q O 75'± TO REMAIN AND O 69't TO BE REMOVED AND REPLACED (BELOW) WV 1a: REFER TO CURRENT RFDS FOR ANTENNA MODELS. s 1 s 2� `EXISTING ANTENNA LAYOUT,,, SCALE PROPOSED ANTENNA LAYOUT /REV DATE DESCRIPTION 0 7/25/16 FOR PERMIT PROJECT NO.: 16-1045.04 DRAWN BY: CHECKED BY: • • • • • • J. ORTEGA M. ABBEY 1 THIS DRAWING IS COPYRIGHTED AND IS \ THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND RS AFFIUATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDi 4 1/14HOUT THE WRITTEN PERMISSION OF JHE OWNER. ••. • . • - - •�..� •. • • eleca • • . • . ••••• . • 34•C•LAKESDE ORNE SUITE 525 1 • • MIRAM . FL 33027 • • • • CERTIFIC•TE OF VTHORIZATION 29214 • • • . •••• • • • •. • • • .: " iss_P `G'ENs' 44 ‘P .Ii 'No 68 •„ •15 i N• : * r ' 'W� P,• ST F . • .• •< RSO !, t.' ,,,*#ss;• . ' (l s tt NAL'NMI>tltw DATE OF S NANME 7/25/16 M139 602 NE 96th STREET MIAMI. FL 33138 SHEET NAME ANTENNA LAYOUTS SHEET NUMBER C2 i TOP OF EXISTING TOWER EL. 150'± RAD CENTER OF EXIS11NG AND PROPOSED AT&T ANTENNAS (SECTOR ALL EL. 85't RAD CENTER OF EXISTING AT&T ANTENNAS (SECTOR A)AL EL. 79'± RAD CENTER OF EXISTING AND PROPOSED AT&T ANTENNAS (SECTOR A)k EL. 71't EXISTING AT&T EQUIPMENT ROOM INSIDE 2nd FLOOR GRADE Alp EL. O' '4 Vic- 3 RAD CENTER OF di PROPOSED AT&T EL 85't RAD CENTER OF AT&T ANTENNAS EL. 80'± RAD CENTER OF PROPOSED AT&T EL 72'± EXISTING AND ANTENNAS (SECTOR C) EXISTING (SECTOR C) EXISTING AND ANTENNAS (SECTOR C) TOP OF EXISTING TOWER EL. 150'± RAD CENTER OF EXISTING AND PROPOSED AT&T ANTENNAS (SECTOR C) EL 85'± RAD CENTER OF EXISTING AT&T ANTENNAS (SECTOR C)Alp EL 80'± RAD CENTER OF EXISTING AND PROPOSED AT&T ANTENNAS (SECTOR C)� EL. 72't EXISTING AT&T EQUIPMENT ROOM INSIDE 2nd FLOOR GRADE k EL 0' 0 1. ANTENNAS AND MOUNTS SHALL BE PAINTED TO MATCH EXISTING BUILDING. RAD CENTER OF EXISTING AND alk PROPOSED AT&T ANTENNAS (SECTOR B) EL 83't RAD CENTER OF clkAT&T ANTENNAS EL. 75'± RAD CENTER OF PROPOSED AT&T EL 69't EXISTING (SECTOR B) EXISTING AND ANTENNAS (SECTOR B) • • • • •• •4 •4 • • • •• 'REV DATE DESCRIPTION 1 0 7/25/16 FOR PERMIT PROJECT NO.: 16-1045.04 DRAWN BY: _ CHECKED BY: J. ORTEGA M. ABBEY f i 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 FORBIDDBN•SI Z10UT THE WRITTEN PERMISSION OF i1E OWNER. • • • • • • `NORTH TOWER ELEVATION 0 10' 20' 1 SOUTH TOWER ELEVATION 0 10' 20' GRAPHIC SCALE 2/ ••••••• •• • • • • • ••••• • • 34WI1CAUITKESE 21E5 DRIVE S •••••• • • • MIRAM9, FL 33027 • 11 • • • CERTIFIGME OF AUTHORIZATION 29214 • • • •• • • - • • • • • • • • • • • • at&t ♦♦♦♦,i• ; p• Philw',i ♦♦ ,i _ •G E IV•''•I i� s.'� S, ?ice c No. 683 N� • * :*• W. Ce 4i/ . • R 1•;••�♦C9 ♦+ ....... • NAL. DATE OF 5 NAiii S • r 7/25/16 , r M139 602 NE 96th STREET MIAMI, FL 33138 SHEET NAME ELEVATIONS SHEET NUMBER C3 i•• •: TOP OF EXISTING TOWER 1 1. ANTENNAS AND MOUNTS SHALL BE PAINTED TO MATCH EXISTING BUILDING. TOP OF EXISTING TOWER EL. 15O't RAD CENTER OF EXISTING AND PROPOSED AT&T ANTENNAS (SECTOR C)J, 1r / EL. 150'± RAD CENTER OF EXISTING AND • • • • • • •I •1 • • • • RAD CENTER OF DOSTING AND PROPOSED AT&T ANTENNAS (SECTOR A) �EL EL. BS'± �— RAD CENTER OF EXISTING C) PROPOSED AT&T ANTENNAS (SECTOR B)� 85'1 EL 83 t II L RAD CENTER OF EXISTING di ANTENNAS (SECTOR A) AT&T ANTENNAS (SECTOR AL EL. 80'f RAD CENTER OF EXISTING AND PROPOSED AT&T ANTENNAS (SECTOR C)� – 11 _ 1 RAD CENTER OF EXISTING AT&T ANTENNAS (SECTOR B)k - EL 79'1 EL 75'1 RAD CENTER OF EXISTING AND RAD CENTER OF EXISTING AND PROPOSED AT&T ANTENNAS (SECTOR A) EL 72.1 - PROPOSED AT&T ANTENNAS (SECTOR B) V EL 139'± cly EXISTING AT&T EQUIPMENT 1 / EXISTING AT&T EQUIPMENT ROOM INSIDE 2nd FLOOR GRADE Alp ROOM INSIDE 2nd FLOOR GRADE db EL 0' ak EL. 0' A 1 2i TOWER ELEVATION ' i EAST TOWER ELEVATION GRAPHIC SCALE `WEST GRAPHIC SCALE • • REV DATE DESCRIPTION 0 7/25/18 FOR PERMIT PROJECT NO.: 18-1045.04 DRAWN BY: CHECKED BY: J. ORTEGA M. ABBEY J THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFIUATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN fT IS FORBIDDBN•NiTiIOUT THE WRRT N • PERMISSION OF Ii 1E OWNER. • ••• • •••• •• •teleco• •••• •• •• 3404 •AKES‘E DRIVE • • • • • • SUITE 525 • • AF • • MIRAM. • FL 33027 • • • CERTIFICATE OF AIjTHORIZATION,2421 4 • • • • • • • • • • •• • • • at&t r .� :w= • ST / OF iW� 'i, i1S• O R ! u �0 ‘�� oi� I NAL • S' M139 802 NE 96th STREET MIAMI, FL 33138 SHEET NAME ELEVATIONS SHEET NUMBER C4 1 ' , • ,WO 1 EXISTING WALL UNISTRUT CHANNEL BOLT AND NUT (TYP.) `� AV 11111 � I'`' '.) II. `' PROPOSED ANTENNA TILT BRACKET PROVIDED W/ANTENNA PROPOSED PIPE MOUNTING BRACKETS PROVIDED W/ANTENNA s ri BOLTUAND NUT ;EL j' ,%. 0 - " � o EXISTING WALL % .>'''''%N•.,, PROPOSED UNISTRUT (Moi P1000) W/ Y4'* TAPCON W/ 1Y4 ENBED 0 8' G.C. MAX (TYP.) : +j er • Jr PROPOSED UNISTRUT (Moll P1000) W/ Y4 TAPCON W/ 134' ENBED O 8' 0.C. MAX (TYP.) PROPOSED AT&T ANTENNA PROPOSED 27,4" O.D. ANTENNA NOTES: 1. 2. j' UNIT CONTRACTOR DEFINED SHALL BE BY MOUNTED AS SHALL TIGHTEN AISC. PROPOSED AT&T RRH (TYP.) • • •1 1 ..• •1 •II • • • • PER MANUFACTURER'S RECOMMENDATIONS. ALL BOLTS TO A "SNUG TIGHT" CONDITION AS NOTES. 1. UNIT 2. CONTRACTOR DEFINED /' AllrMOUNTING SHALL BY BE SHALL AISC. MOUNTED PROPOSED AT&T RRH (TYP.) o% o- AS PER MANUFACTURER'S RECOMMENDATIONS. TIGHTEN ALL BOLTS TO A "SNUG TIGHT" CONDITION AS PIPE (8'-0' LONG) �✓ 1 PROPOSED ANTENNA BRACKET PROVIDED W/ANTENNA ANTENNA MOUNTING DETAIL NTS 1 RRH UNIT MOUNTING DETAIL NTS 2 RRH UNIT STAND-OFF MOUNTING DETAIL NTS 3 DC .'lk1 PROPOSED AT&T SURGE EigJ SUPPRESSOR (PART / DC8-48-80-18-8F) PROPOSED P1000 UNISTRUT WITH 110. FIBER OR BUNDLEgig �� `� I Y4 • TAPCON WITH IX" ENBED O �� i j1� 1' 12' O.C. MAX (TYP.) PROPOSED RAYCAP MOUNTING . �1 MANUFACTURER)�ET((PROVIDED BY PROPOSED BER AND DC CABLE ROUTED CONNECT—IT GROMMET (OR EQUIVALENT) 11/1". / CONNECT—IT CABLE FROM ENT. �`w (2) 74" ROSENBERGER THREE PAIR POWER 11 CABLES PART# WR—VG86ST—BRD AND (1) ' ROSENBERGER 18—PAIR FIBER CABLE PART# FB—L98B-034-30000 (SECTORS A.B,C) PROPOSED FIBER AND DC CABLE SUPPORT BLOCK (OR EQUIVALENT) (TYP.) ROUTED TO PROPOSED RRH UNITS (1) ROSENBERGER SINGLE PAIR POWER CABLES PART# WR—VG82ST—BRDA AND (1) ROSENBERGER SINGLE PAIR FIBER NOTES: CABLE PART# FB—L98B-035-5000 (TYP. PER RRH) 1. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A "SNUG TIGHT" CONDITION AS DEFINED BY AISC. `FIBER AND DC CABLE MOUNTING DETAIL NTS 4 SURGE SUPPRESSOR MOUNTING DETAIL Km (NOT USED) 6, rEV DATE DESCRIPTION 0 7/25/16 FOR PERMIT PROJECT NO.: 16-1045.04 DRAWN BY: CHECKED BY: .1. ORTEGA M. ABBEY J THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND RS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDW19113-10UT THE WRITTEN PERMISIION OF THE OWNER. P • � • ••• • • • • • • •••• • • • • •• • 3400•.AKESTE 2DRIVE SUI1E5 • 0 • • MIRAM/ii, FL 33027 • • • • CERTIFICME OF AUTHORIZATION 29214 • • • 00000 • • •••• • • • • •• • ‘i4tzo.)‘;‘ at&t M139 602 NE 96th STREET MIAMI, FL 33138 SHEET NAME DETAILS SHEET NUMBER C5 EXISTING ANTENNA (TYP.) POSITION 1 POSITION 3 PROPOSED ANTENNA (TYP•) Jr COAX JUMPER (iw•) r uu uu WCS RRH bia • 700 RRH 1 n n AWS RRH POSITION 4 Yuu PCS RRH DC SURGE SUPPRESSION UNIT W/ FIBER DISTRIBUTION PARr# DC6-48-60-18-8F EXISTING RRH (TYP. OF (2) PER SECTOR) PROPOSED RRH (TYP. OF 2 PER SECTOR) (SEE NOTE) PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RRH UNITS (1) ROSEN• LES BERGER WWR SINGLE POWER -BRDA AND (1) ROSENBERGER SINGLE PAIR FIBER CABLE PART# FB -L988-035-5000 (TYP. PER SECTOR) PROPOSED RAYCAP FIBER AND DC DISTRIBUTION UNIT W/ INTEGRATED SURGE PROTECTOR (PART# DCG -48-60-18-8F) PROPOSED FIBER AND DC CABLE ROUTED FROM EQUIPMENT. (2) W ROSENBERGER THREE PAIR POWER CABLES PART# WR-VG86ST-BRD AND SEW ROSENBERGER 18 -PAIR FBER CABLE CTOR k PART# FB -L988 034-30000 SECTOR B: PART# FB -L988-034-30000 SECTOR C: PART# FB-L98B-034-30000 PROPOSED (1) TWISTED PAIR ALARM WIRE (1) RACK MOUNTED RAYCAP DC SURGE PROTECTOR. PART# DC6-48-60-RM WR-VG82ST-BRDA (6) 30A DC BREAKERS FOR RRHs AND (1) 20A DC BREAKER FOR DU WR-VG122ST-BRDA SURGE PROTECTOR -48V DC BREAKER PANEL J 11111111 3 --ac NOTES: 1. CONTRACTOR SHALL USE ERICSSON PROVIDED DC POWER CABLE CONNECTOR. 2. CONTRACTOR SHALL REMOVE EXISTING UNUSED COAX AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES. LTE RBS 6601 MAIN BASELAND UNIT ENCODE B (RACK MOUNTED) o-- SINGLE MODE DUAL LC TO LC FIBER TO SIAD ON RACK ANTENNA AREA SHELTER 0 30A ♦1Z 30A 30A st 30A ♦st 30A 16- 30A 30A _/-1_ 20A 20A J(EYNOTE LEGEND: LTE DIGITAL UNIT 1. -48V DC POWER PLANT. 2. (1) RACK MOUNTED RAYCAP DC SURGE PROTECTOR (DC6-48-60-RM). 3. RAYCAP FIBER AND DC DISTRIBUTION UNIT (DC6-48-60-18-8F) 4. #8 AWG CONDUCTORS. 5. PROVIDE (2) 6 -CONDUCTOR #8 AWG BUNDLES FOR DC POWER FROM RACK MOUNTED RAYCAP SURGE PROTECTION UNIT TO THE RAYCAP FIBER AND DISTRIBUTION UNIT ON TOWER 6. PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RRH UNITS WCS RRH 700 RRH AWS RRH PCS RRH • • • • Id •1 •. • • • •• RISER DIAGRAM (TYP. PER SECTOR) NTS 1 DC RISER DIAGRAM NTS 2 1 'REV DATE DESCRIPTION 0 7/25/16 FOR PERMIT PROJECT NO.: 16-1045.04 DRAWN BY: CHECKED BY: J. ORTEGA M. ABBEY J THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUC11ON OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDRAD991 i10UT THE WRITTEN • PERMISSION OF y1E OWNER. • • ••• • • • • • • o f • • eIecQ ▪ • •••• ' • • • ! • • 341.1p.AKES E DRIVE • • • • • • SURE 325 • • 1 • • MIRAM�, 330 • • • CERTIACljE OF AUTHFLORIZATION27 29214 • 1•• •••. • • •• • • • • • • • • • •• • �.� atm ,,,i'l 1 • ..rQ. v� G...... G• Iii �. No. 68 1 N~ :CC_ • IW2/7 ;W'. �0: ST T •F : �/,: • 0. / _• °•' A O R 1• V tt'*•0- i cr') ... �itX ss ,,•# •NAL•! 0% DATE OF GNAW"' • i 7/25/16 i M139 602 NE 96th STREET MIAMI, FL 33138 SHEET NAME DC ELECTRICAL DETAILS SHEET NUMBER El 1 / . • #2 AWG SOUD BARED OR INSULATED TINNED COPPER CONDUCTOR (REFER TO AT&T TP -76416) (TYP.) EXISTING GROUND BAR (TYP. PER SECTOR) PROPOSED AT&T PANEL ANTENNA Ow.) PROPOSED ANTENNA MOUNTING PIPE PROPOSED AT&T RRH (TYR) PROPOSED DC SURGE SUPPRESSION UNIT (TYP.) NOTES; 1. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP -76416. ALL EXOTHERMIC CADWELDS SHALL BE PERFORMED BY CERTIFIED TECHNICIAN 2. PROVIDE WEATHER PROOFING AND GROUNDING KIT TO BOND DC POWER CABLE SHIELD TO EXTERNAL HATCH PLATE GROUND BAR. 3. PROVIDE GROUND CONNECTION FOR DC POWER CABLE SHIELD TO "P" SECTION OF CRGB WITHIN SHELTER. 4. CONTRACTOR SHALL USE THEFT RESISTANT GROUND WIRES AND BARS WHEN FEASIBLE. 5. CONTRACTOR SHALL MAINTAIN A 12" MINIMUM GROUND WIRE BEND RADII. 6. GROUND LUGS, HEATSHRINK AND CLAMPS DEVICES SHALL COMPLY WITH AT&T GROUNDING AND BONDING PRACTICE TP -76416. EXISTING GROUND BAR I ELECTRICAL REVIEW APPROVED ' „/` i DATE #2 AWG SOUD BARED OR INSULATED TINNED COPPER CONDUCTOR (REFER TO AT&T TP -76416) %" WASHER ---- Air"— %"O'4" SS BOLT %" WASHER %" SS LOCK WASHER %" SS NUT • • • • •II •i •• • • • • • TYPICAL GROUND BAR CONNECTION DETAIL NTS 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 METALUC CONDUIT (UQUID—TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBIUTY 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. NONMETALUC 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. 10. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP -76416. \GROUNDING DIAGRAM (TYP.) 1 GROUNDING NOTES 3 l • ! /REV DATE DESCRIPTION 0 7/25/18 FOR PERMIT PROJECT NO.: 16-1045.04 DRAWN_BY: _ CHECKED BY: J. ORTEGA M. ABBEY J • • • • • • • • r THIS DRAWING IS COPYRIGHTED AND IS 1 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 FORBIDDIN9 WIIi10UT THE WRITTEN \ • PERMISSION OF THE OWNER. ••• •••• • • • • • • ! • 34•D•IAKESPE DRIVE SUITE 525 1 • • MIRAM, FL 33027 • ri • • • CERTIFIC.•TE OF AUTHORIZATION•1'114 : • • • • • "'�• • • 1 • • • • • • at&t .1 DATE 0 l M139 602 NE 96th STREET MIAMI, FL 33138 SHEET NAME GROUNDING DETAILS AND NOTES SHEET NUMBER E2 I