Loading...
CC-16-1315Project 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 -5-16-1315 Permit Type: Commercial Construction Work Classification: Alteration Permit Status: APPROVED Issue Date: 613!2016 Expiration: 11/30/2016 Applicant 602 NE 96 Street Miami Shores, FL 1132060141410 Block: Lot: MIAMI SHORES PRESBYTERIAN Owner Information Address Phone Cell MIAMI SHORES PRESBYTERIAN 602 NE 96 ST MIAMI FL 33138-2742 (305)754-9541 Contractor(s) GLOTEL, INC Phone (239)776-5884 Cell Phone Valuation: Total Sq Feet: $ 5,000.00 0 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: ANTENNA SWAP ON ROOFTOP OF Stories: Front Setback: Left Setback: Plans Submitted: Yes Certification Date: Bond Return : Scanninq: 4 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 $3.00 $2.25 $2.25 $1.00 $150.00 $120.00 $12.00 $4.00 $294.50 Pay Date Pay Type Invoice # CC -5-16-59781 05/16/2016 Check #: 1560 $ 50.00 $ 244.50 06/03/2016 Check #: 1632 $ 244.50 $ 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 Fill Cells Columns Window and Door Buck Ceiling Grid Review Planning Review Electrical 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 subm. ted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, serva, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWI/ ING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accura be(/done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contra ' Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy June 03, 2016 Date June 03, 2016 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION *BUILDING ❑ ELECTRIC ❑ ROOFING ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS JOB ADDRESS: 602 NE 96 STREET FBB��. GV ( W Master Permit No. 16- I3(5 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Citv: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#:11-3206-014-1410 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: r'BFE:- FFE: OWNER: Name (Fee Simple Titleholder): MIAMI SHORES PRESBYTERIAN CHURCH Phone#: Address:602 NE 96 STREET City: MIAMI SHORESState: FL Zip: 33138-2742 Tenant/Lessee Name: T -MOBILE SOUTH, LLC Email: keshadejesus@comcast.net Phone#: 954-263-8764 CONTRACTOR: Company Name: DANIEL AULT d/b/a GLOTEL, INC. Address: 3060 ORANGE GROVE TRAIL Phone#: (239) 776-5884 City: NAPLES State: FL Zip: 34210 Qualifier Name: GLOTEL, INC Phone#: (239) 776-5884 State Certification or Registration #: CGC1522761 Certificate of Competency #: DESIGNER: Architect/Engineer: KIMLEY-HORN AND ASSOCIATES, INC. Phone#: Address: 1920 WEKIVA WAY, SUITE 200 C• ity: WEST PALM BEACH State: FL Zip: 33411 Value of Work for this Permit: $ 5000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑■ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of work: ANTENNA SWAP ON ROOFTOP OF CHURCH (6MD1113A) Specify color of color thru tile: CA Fee $ Permit Fee $ � 4 t) W CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ 1 Training/Education Fee $ Double Fee $ Structural Reviews $ )�. c Bond $ TOTAL FEE NOW DUE $`((4 • 50 (Revised02/24/2014) 1;LD6 50 EL` 1(2 .30 L5 . ao 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 $2500, the applicant must promise in good faith that- a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this \3Fcl day of ///ntM4y ,20 !(o , by C h R0,sC. , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ea�nn P Sap p as Seal: JEANNE SAPP MY COMMISSION 1 FF 945218 EXPIRES: December 20, 2019 Bonded Thru Notary Public Underwriters 1 The foregoing instrument was acknowledged before me this �a day of /v �� , 20 1'6 , by his personally known me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: n" �ecaarp .' t� • Bonded Through National Notary Assn. MARIA SIMON Notary Public - State of Florida ,2016 • Commission # EE 205081 ****************************************s****a***********************************************************$ APPROVED BY (Revised02/24/2014) Plans Examiner Zoning Structural Review Clerk COLUER COUNTY BUSINESS TAX BUSINESS TAX NUMBER: 141471 COLLIER COUNTY TAX COLLECTOR - 2800 N. HORSESHOE DRIVE - NAPLES FLORIDA 34104 - (239} 252-2477 VISIT OUR WEBSITE AT: vAiow.colliertax.com THIS RECEIPT EXPIRES SEPTEMBER 30, 2016 LOCATION: 3060 ORANGE GROVE TRAIL ZONED. HOME OCCUPATION BUSINESS PHONE 776-5884 STATE LIC: CGC1522761 NUMBER OF EMPLOYEES: 1-10 EMPLOYEES CLASSIFICATION: GENERAL CONTRACTOR CLASSIFICATION CODE: 05100101 This document is a business tax only. This is not certification that licensee is qualified. It does not permit the licensee to violate any existing regulatory zoning laws of the state, county or cities nor does it exempt the licensee from any other taxes or permits c may be required by law. LEGAL FORM CORPORATION DISPLAY AT PLACE OF BUSINESS FOR PUBUC INSPECTION FAILURE TO DO SO IS CONTRARY TO LOCAL LAWS. - THIS TAX IS NON-REFUNDABLE - GLOTEL. INC AULT, DANIEL G 3060 ORANGE GROVE TRAIL NAPLES FL 34120-0000 DATE 08/14/2015 AMOUNT 18.00 RECEIPT 2375.41 RICK SCOTT GOVERNOR KEN IAWSON. SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGC 1522761 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date AUG 31. 2016 AULT. DANIEL GLOTEL. INC 8700 VV BRYN MAWR AVE SUITE 400N CHICAGO IL 60631 ISSUED Mai2014 DISPLAY AS REQUIRED BY LAW sc-oi a L141fl80001162 Dan Ault: danault@olinwaynecompanies.com 239-776-5884 Acccriztt CERTIFICATE OF LIABILITY INSURANCE 4/DATE 22/2015 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 Crystal & Company Crystal IBC LLC 32 Old Slip ACT NAME: Machelle McKenzie PHONE 713-624-6338 FAX 713-621-5425 IAS Ne). E -MAL machelle.mckenzie/�c stalco.com ADDRESS: machelle.mckenzie@crystalco.com New York NY 10005 INSURER(S) AFFORDING COVERAGE NAIC 5 INSURER A : Indian Harbor Insurance Company 36940 INSURED GLOTHO Glotel, Inc. 8700 W. Bryn Mawr Ave. #400 Chicago IL 60631 MsuRERB:Hartford Fire Insurance Company. 19682 INSURER c :Hartford Casualty Insurance Company 29424 INSURERD:RSUI IndemnityCompany P Y 22314 INSURER E :Allied World Assurance Company (U.S 19489 tNSURERF:Trumbull Insurance Company 27120 COVERAGES • • 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 MSD SUBR MD POLICY NUMBER POLICY EFF (MMIDD/YYYY) POLICY EXP (MM/DO/YYYY) LIMBS B x COMMERCIAL GENERAL LABILITY Y Y 1000NHV2048 9/1/2015 9/1/2016 EACH OCCURRENCE 31,000,000 CLAIMS -MADE X OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) 5300,000 X Standard MED EXP (Any one person) 310,000 Contractual Llab PERSONAL & ADV INJURY 51,000,000 GEN'L AGGREGATE POLICY OTHER: LIMIT APPLIES X PERCOT- PER: LOC GENERAL AGGREGATE 52,000,000 PRODUCTS - COMP/OP AGG 52,000,000 $ F AUTOMOBILE X UABLnY ANY AUTO ALL OWNED AUTOS HIRED AUTOS --- ` _ SCHEDULED �Aiu/T NNON-OWNED Y Y 1 DUUNHV2048 9/1/2015 9/1/2016 COMBINED SINGLE LIMIT (Ea accident) S 1,000,000 BODILY INJURY (Per person) S BODILY INJURY (Per accident) 5 PROPERTY DAMAGE (Per accident) S S C D X UMBRELLA LIAB EXCESS LAB X OCCUR CLAIMS -MADE Y Y 19RHUHV1710 NHA0772985 9/1/2015 9/1/2015 9/1/2016 9/1/2016 EACH OCCURRENCE 325,000,000 AGGREGATE $25,000,000 DED X RETENTION $10,000 S C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? (Mandatory In NH) Hdescribe under DESCRIPTION OF OPERATIONS below N /A y 1OWEAP9860 9/1/2015 9/1/2016 X ( PER OTH- STATUTE ER E.L. EACH ACCIDENT 81,000,000 E.L. DISEASE - EA EMPLOYEE 51,000,000 E.L DISEASE - POLICY LIMIT 31,000,000 A E Professional Liability Contractors Pollution MTP003931902 03094322 9/1/2015 2/5/2015 9/1/2018 9/1/2016 Claim / Aggregate 5.000,000 Claim / Aggregate 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (ACORD 101, Addltlonil Remarks Schedule, may be attached I mon space Is required) CGC1522761 The certificate holder is named as an additional insured on the General Liability, Automobile Liability and Umbrella as required by written contract, but subject to the policies' terms and conditions. The General Liability, Automobile Liability, Employers Liability and Umbrella include a Waiver of Subrogation in favor of the certificate holder as required by written contract, but subject to the policies' terms and conditions and as permitted by law. CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2014/01) ®19882014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department CONTRACTORS' REGISTRATION 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 W CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. • COPY 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) 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: Glotel, Inc. BUSINESS ADDRESS: 3060 Orange Grove Trail CITY Naples STATE FL ZIP 34120 BUSINESS PHONE: ( ) FAX NUMBER ( 239 ) 236-1678 CELL PHONE ( 239 ) 776-5884 QUALIFIER'S NAME: Daniel Ault CGC1522761 QUALIFIER'S LIC NUMBER: (Requestor's Name) (Address) (Address) (City/State2ip/Phone ##) 0 PICK-UP 0 WAIT 0 MAIL (Business Entity Name) Certified Copies (Document Number) Certificates of Status Special Instructions to Filing Officer. Office Use Only i 01 200284372652 104/11;' 16--010:39- 023 *43. r riLI r ir. ;. 1 s T: ' ' .� .--- C- - rr• V Ln �3 •., N Y. APR 14 2056 0 /*BRITTON COVER LETTER TO: Amendment Section Division of Corporations Miami Shores Presbyterian Church NAME OF CORPORATION: 713938 DOCUMENT NUMBER: The enclosed Articles of Amendment and fee are submitted for filing. Please return all correspondence concerning this matter to the following: Rev. Dennis Andrews (Name of Contact Person) Miami Shores Presbyterian Church (Firm/ Company) 602 NE 96 Street (Address) Miami Shores, Florida 33138 (City/ State and Zip Code) dennis@mspc.net E-mail address: (to be used for future annual report notification) For further information concerning this matter, please call: Rev. Dennis Andrews 305 754-9541 at (Name of Contact Person) (Area Code) (Daytime Telephone Number) Enclosed is a check for the following amount made payable to the Florida Department of State: ❑ 535 Filing Fee 0543.75 Filing Fee & BS43.75 Filing Fee & 0552.50 Filing Fee Certificate of Status Certified Copy Certificate of Status (Additional copy is Certified Copy enclosed) (Additional Copy is Enclosed) Mtsiling Address Amendment Section Division of Corporations P.O. Box 6327 Tallahassee, FL 32314 Street Address Amendment Section Division of Corporations Clifton Building 2661 Executive Center Circle Tallahassee, FL 32301 Articles of Amendment to Articles of Incorporation of Miami Shores Presbyterian Church (Name of Corporation as currently filed with the Florida Dept. of State) 713938 (Document Number of Corporation (if known) Pursuant to the provisions of section 617.1006, Florida Statutes, this Florida Not For Profit Corporation adopts the following amendment(s) to its Articles of Incorporation: A. If amending name. enter the new name of the corporation: Not applicable The new name must be distinguishable and contain the word "corporation" or "incorporated" or the abbreviation "Corp." or "Inc." "Company" or "Co." may not be used in the name. B. Enter new principal office address, if applicable: Not applicable (Principal office address MUST BE A STREET ADDRESS) Not applicable 0 C. Enter new mailing address, if applicable: (Mailing address MAY BEA POST OFFICE BOX) 17�;. r";o cc ._ '•\ T . Not applicable 't ' D. If amending the registered agent and/or registered office address in Florida, enter the name of the new registered agent and/or the new registered office address: Name of New Registered Agent: Not applicable New Registered Office Address: (Florida street address) Not applicable ,Florida (City) (Zip Code) New Registered Agent's Signature, if thanking Ree stered Agent: 1 hereby accept the appointment as registered agent. 1 am familiar with and accept the obligations of the position. Signature of New Registered Agent. if changing Page 1 of 4 If amending the Officers and/or Directors, enter the title and name of each officer/director being removed and title, name, a nd address of each Officer and/or Director being added: (Attach additional sheets, if necessary) Please note the officer/director title by the first letter of the office title: P = President; V= Vice President; T= Treasurer; S= Secretary; D= Director; TR= Trustee; C = Chairman or Clerk; CEO = Chief Executive Officer; CFO = Chief Financial Officer. /fan officer/director holds more than one title, list the first letter of each office held. President, Treasurer, Director would be PTD. Changes should be noted in the following manner. Currently John Doe is listed as the PST and Mike Jones is listed as the V. There is a change, Mike Jones leaves the corporation, Sally Smith is named the V and S. These should be noted as John Doe, PT as a Change, Mike Jones, V as Remove, and Sally Smith, SV as an Add Example: X Change PT John Doe X Remove V Mike Jones X Add SaJIy Smith Type of Action Tide Name Address (Check One) 1) Change Add Remove 2) Change Add Remove 3) Change Add Remove 4) Change Add Remove 5) _ Change Add Remove 6) _ Change Add Remove PTR VTR STR Page 2 of 4 E. It amending or adding additional Articles, enter change(s1 here: (attach additional sheets, if necessary). (Be specific) This is a true and correct copy of the Amendment to the Certificate of Incorporation of THE NORTHEAST PRESBYTERIAN CHURCH, U.S., MIAMI, FLORIDA, --the original charter having been filed in the Circuit Court of Dade County, Florida, on the 22nd day of March, A.D., 1940, Book 49, Page 59; Amendment filed in the same Circuit Court on the 8th day of June, A.D., 1948, changing the corporate name to MIAMI SHORES PRESBYTERIAN CHURCH; and Amendment filed in the same Circuit Court on the 31st day of March, A.D., 1958, AMENDING ARTICLES SIX AND ELEVEN, according to documents filed in the Office of the Secretary of State, AMENDING ARTICLES SIX AND ELEVEN under the same corporate name of MIAMI SHORES PRESBYTERIAN CHURCH, a corporation not for profit, organized and existing under the Laws of the State of Florida, tiled in the Office of the Secretary of State on the 15th day of January, A.D., 1968, pursuant to Chapter 617, Florida Statutes. The instant Amendment is attached on separate pages. Page 3of4 December 6, 2015 The date of each amendment(s) adoption: , if other than the date this document was signed. January 29, 2016 Effective date if applicable: (no more than 90 days after amendment file date) Note: If the date inserted in this block does not meet the applicable statutory filing requirements, this date will not be listed as the document's effective date on the Department of State's records. Adoption of Amendments) (CHECK ONE) 8 The amendment(s) was/were adopted by the members and the number of votes cast for the amendment(s) was/were sufficient for approval. ❑ There are no members or members entitled to vote on the amendment(s). The amendment(s) was/were adopted by the board of directors. Dated Signature December 6, 2015 (By the chairman o vice `ohatrman of the board, president or other office directors have not been sele. ted, by an incorporator — if in the hands of a receiver, trustee, or other court appointee •ucia b • fiduciary) DEBORAH ROSE (Typed or printed name of person signing) CHAIRMAN (Title of person signing) Page 4 of 4 AMENDMENT OF CERTIFICATE OF INCORPORATION MIAMI SHORES PRESBYTERIAN CHURCH A Non -Profit Corporation We, DEBORAH ROSE and GORDON S. MOYER, Chairman and Secretary respectively, of the Board of Trustees of MIAMI SHORES PRESBYTERIAN CHURCH, a non-profit corporation, hereby certify that at a meeting of the members of said corporation duly called and held in compliance with its by-laws at Miami Shores, Florida, on December 6, 2015, the following resolution was duly adopted by said members. WHEREAS it has become necessary for this church to make such amendments to its charter as hereinafter provided: BE IT THEREFORE RESOLVED in a meeting duly assembled that Article Six of the Charter as amended of this church be further amended to read: ARTICLE SIX 1. The affairs of the corporation are to be managed by a Board of Trustees which shall consist of all the ruling elders on the session, who shall be elected by the body of the Church at the annual meeting of the body of the Church, and thereafter at any regular or special meeting of the body of the Church. The duly elected Trustees shall hold office for a tenure of three (3) years and shall be concurrent with their terms as ruling elders, or until such time as their successors have been duly elected by the body of the Church, unless their tenure of office shall be terminated by resignation or removal by the body of the Church, a quorum of the Church being present. 2. (Subsection 2 is deleted and subsection 3 is renumbered as subsection 2 as amended.) 2. The Trustees after being duly elected shall designate a chairman, a vice-chairman and a secretary, who shall serve in that capacity only during the will of the Board of Trustees. 3. (Subsection 4 is now renumbered as subsection 3 as amended.) 3. Any and all conveyances of the corporation property such as deeds and mortgages shall be executed for and on behalf of this corporation by two officers of the corporation, one of whom shall be the chairman or vice-chairman and the other shall be the secretary, providing that the membership of the Church has voted at a regular or 1 special meeting to have such documents executed for and on behalf of the corporation. IN WITNESS WHEREOF we have hereunto set our hands and affixed the seal of said corporation at Miami Shores, Florida, on this the ; day of December, 2015. DEBORAH ROSE GORDON S. MO R Chairman of the Board of Trustees Secretary of the Board of Trustees STATE OF FLORIDA ) COUNTY OF DADE ) I HEREBY CERTIFY that on this day personally appeared before me, an officer duly authorized to administer oaths and take acknowledgements, DEBORAH ROSE and GORDON S. MOYER, to me well known to be respectively the Chairman and Secretary of the Board of Trustees of MIAMI SHORES PRESBYTERIAN CHURCH and acknowledged before me that they executed the above and foregoing certificate freely and voluntarily and that the above and foregoing amendment is tendered in good faith to carry out the purposes and objects set forth therein. WITNESS my hand and official seal at Miami Shores, Florida, on this the 20 qday of December, 2015. Large oss /uL- TokM 11-&vl (G) / Kimley>»Horn October 27, 2016 Re: Upgrade of T -Mobile Wireless Installation 602 NE 96th Street Miami Shores, FL 33138 Site ID: 6MD1113A Village of Miami Shores Permit # CC5-16-1315 To whom it may concern: Kimley-Horn and Associates, Inc. has completed a post construction visual observation of the above referenced project at an existing ground based Wireless installation. The scope of work involved the replacement of antennas on an existing steeple tower. The scope of work also involved the installation of wall mounted radios and the removal of existing cabinets. In Lieu of the FRLB radios mentioned on the plans, FRBG radios were installed; additionally, the existing FXFC radios were replaced with FHFB radios. This Engineer of record notes this exception and approves of the substitution. (10/27/16) Per Inspector comments: All bolted connections of proposed work have been done in accordance with permitted plans. This evaluation also makes use of digital photos of the as -built conditions taken after construction To avoid any misunderstanding, I hereby state that, to the best of my knowledge, belief and professional judgment, this report represents an accurate appraisal of T -Mobile's antenna and equipment based upon careful evaluation of observed conditions to the extent reasonably possible. The work has been reviewed and the upgrade has been completed in accordance with the 5th Edition (2014) FBC and the permitted plans. ,0111111/1/,, \\ K. MA ///, Pla l 611E 4 *If her assistance. :ffully Sub tet,ficirrte Firm, * j• N. 1455 0 ; „iv raj h ,••''� �� Kifi�����DInc. //, ONA' 1,\�,\ti\ kimlcy-horn.com 1920 \Vckiva Way. Suite 200. West Palin Beach. F1. 33411 561 845 0665 Exty m4taytuc y ea. 468 E. 9 STREET HIALEAH, FL 33010 P.O. BOX 1418 HIALEAH, FL 33011-1418 PHONE: (305) 885-4966 FAX: (305) 885-4969 Notice of Preventative Treatment for Termites (As required by Florida Building Code (FBC) 104.2.6) / 25 NE .g5M►GrvJ % l01201c� Date ern1-c 15 Product Used OS- I Percent Concentration Address of Treatment or Lot/Block of Treatment 4O -zoni- IO.oL 1ry) Time �rn(JO CIO pri4,l Chemical used (active ingredient) Sc) Area treated Comas Applicator Number of gallons applied Linear feet treated Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6 - If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line Authorized Signature l 7450 Griffin Road, Davie, Fl. 33314 Tel: 954-584-6115 Fax: 954-581-2415 E-mail: ppeana@soilprobe.net SoilprobeEnginccring &Iesting, Inc. September 13, 2016 American Foundation 8700 NW 93rd St. Medley, FL 33178 RE: Pile installation certification Proposed Generator Pad 1285 NE 95"' St. Miami Shores, FL This is to certify that on September 1, 2016 a representative of this office monitored the installation of six (06) 3" O.D. and schedule 80 steel helix piers at the referenced site. The piles were installed at location staked in the field by the owner's representative to depths ranging from 17 to 19 feet below existing grade as shown in the attached pile log and location sketch. We further certify that our authorized representative observed the piles installation operation and that the workmanship and materials used were in substantial compliance with the specifications supplied to the Piling Contractor and in accordance with the approved manufacturer specifications and Florida Building Code. We also certify to the best of my knowledge, belief & professional judgement that the referenced piles are capable to sustain a net allowable bearing capacity of 12 tons (24 Kips) as shown in the attached pile installation log. Should you have any question regarding the above, or if you require additional information, please contact this office. Sincerel Soil eering & Testing, Inc. Cc: ' City of Miami Shores, FL Client Tech Construction Enc. Pile Log, Location Sketch Engineering is the essence of science and technology SOILPROBE ENGINEERING TESTING, INC. Pag.: 1/1 3" Helix Piers Installation Log PROJECT PROPOSED GENERATOR PAD Contractor: TECH CONSTRUCTION Load Bearing (tons) 12 comp Logged By: RC SOILPROBE & TESTING, Engineers ENGINEERING INC: Sign and Sea!: ADDRESS: 1285 NE 95 st. 3 " O.D. Schedule 80 Pipe Misc. Info: CITY: Miami Shores, FL Field Notes: Pile I.D. Type of Pier (in) Specified Torque (Ft.Lbs.) Installed Torque (Ft.Lbs.) Penetration (ft) Number & Size of Helices Kips Date: September 1, 2016 Notes 1 1 3 6000 6000 17 8", 10" 24 2 2 3 6000 6000 19 8", 10" 24 3 3 3 6000 6000 19 8", 10" 24 4 4 3 6000 6000 19 8", 10" 24 5 5 3 6000 6000 18 8",10" 24 6 6 3 6000 6000 17 8", 10" 24 7 8 9 10 11 12 13 - 14 15 16 17 18 19 20 Pag.: 1/1 FF.E -2 -6' (H.P .) (+1 NGVD) FF.E. (4.5' NGVG GB ISI 0113 NOW?) tEI I = I .i r ? _ a _. �_ Ga ■.rt.ww.w. T -T SOILPROBE ENGINEERING AND TESTING 7450 Griffin Road #140 Davie, FL 33314 Tel. (954) 584-6115 Fax. (954) 581-2415 American Foundation Pile Location Sketch 1285 NE 95th St. Miami Shores, FL PLATE DESIGN LOAD 12.0 TON COMPRESSION 8"x8"x3/4" STEEL PLAT w/4gg"DIA x51/2" NELSON STUDS 8"x8"x3/4" STEEL PLATE w/4gg"DIA x51/2" NELSON STUDS 1.5" 2.5" 2.5 ' 1.5" 8 HELICAL PILE TOP VIEW 3" ID 35" OD SCI -1. 40 SLEEVE SIDE VIEW STEEL PLATE SHOP DRAWING PROPOSED GENERATOR PAD 128 S th STREET MIAMI SHORES FLORIDA HELICAL PILE Pu = L4 x 24K = 33.6K Mu = 16.SK x 2.5" = 42"-K 42�K=0.9x36x2.T2 T 0.12" USE 3/4" THICK PLATE C®�SOILPROBE ENGINEERING & TESTING STUDIES, DESIGN. INSPECT1oN AND TESTING SERVICES. 7450 GRIFFIN RD, SUITE 140, R. 33314 TEL (954) 5846115 FAX (954) 5842415 s. CO LAT T„D PE 107thSt.: j �I - 9 1 ' I --_off t 3�I Q _(_ A ++ '�- tE 1-060167 m a.. -w 1 i �'11� ,.c',f+wv.. AIMS I NE704tlist - s -'NE 103rdSt — -af. -cs -i. �1 a F -” . x itew �• llui h .f 1 I r - 99th Std JI_- .—_� 7,Jf M. 980+SI'--- Y 9,7„„s, $- NE 95th St. ',, NE 95th S1. W'.9 4 E94thS* E93tdSt' g 2� IE92MA E92+1Sc -. r+_ 1 NE 910 St IE 90d1 St .s.- 1 all JEB90t St` --A, d. - X FI D1n.t ali e Atm: Jgrtl �-✓' . Cd1nlry MeV ; .66991n .'Nt.oath Std r /�1 1 r`NE9Tth' ., tE 97th 54'= tE 95th St - A --NE9se. NE94879 14D 1 1 S +.,.r_ NE93dSt' .'o ;--- _ tE 92 d St NE91s1 Terrace NE91.St J' _ NE9Qhs< 1 El .a WRth SI • I NE B78 SI (:NE nth Ss Q fS _ ry NE9OcSt,: CA NE 69th Std.. VICINITY MAP FROM T -MOBILE'S OFFICE, HEAD SOUTHEAST ON CONCORD TERRACE TOWARD INTERNATIONAL PKWY, TURN RIGHT ONTO INTERNATIONAL PKWY, TURNL EFT ONTO NW 2ND ST, TURN RIGHT ONTO NW 136TH SAVE, USE THE LEFT LANE TO TURN LEFT ONTO FL -84 E, USE THE LEFT LANE TO MERGE ONTO 1-595 E VIA THE RAMP TO FT LAUDERDALE. MERGE ONTO 1-595 E, TAKE THE EXIST 8/S MIAMI EXIT, KEEP RIGHT AT THTE FORK TO CONTINUE ON EXIT 8 E, FOLLOW SIGNS FOR N ORLANDO 5, KEEP LEFT AT THE FORK, FOLLOW SINGS FOR MIAMI S AND MERGE ONTO FLORIDA TURNPIKE. USE THE RIGHT 3 LANES TO TAKE THE EXIT TOWARD U.S. 441 E, KEEP LEFT, FOLLOWS SIGNS FOR 1-95 5 AND MERGE ONTO 1-95 S, TAKE EXIT 88 FOR FL -932 E. TURN LEFT ONTO FL-932E/NW 103RD ST, TURN RIGHT ONTO NE 6TH AVE, TURN LEFT ONTO NE 96TH ST. DESTINATION WILL BE ON THE RIGHT. DRIVING DIRECTIONS Nor with Ns coos.. and asslons presented no.n. as on :mi": tw"o:.n�eaonatawaan:dmn,ic.e pmrgfO tlw:t lat«pwithout itethnrlaHan and 0a mc..,thou natality m KNIas-11 n V C ONCORD TRRACE, SITE 200 J\ISE, FL 33323 HFSSV HHA\ C �RC 602 AV 25°51'/ S 9.17" 96 STRE-T OR- S, HL 33138 \, LO\G 80°11'6.39"W THIS IS AN APPLICATION FOR A: MODIFICATION TO AN EXISTING UNMANNED WIRELESS TELECOMMUNICATION SITE CONSISTING OF ANTENNA, COAXIAL CABLE AND EQUIPMENT UPGRADES. PROJECT DESCRIPTION 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. 2014 FLORIDA BUILDING CODE 2. 2011 NATIONAL ELECTRIC CODE (NEC) WITH LOCAL AMENDMENTS LATEST ED. 3. AN9/TIA/EIA APPUCABLE STANDARDS 4. LIFE SAFETY CCOE NEPA-101-2012 5. FLCRIDA FIRE PREVENTION CODE 515 ED. 6. AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPEOqC(7ICATIONS (AISC) 7. UNDERNRIIERS LABOI DRIES (LLL) APPROVED ESECTRICAL PRODUCTS 8. LOCAL BULDING CODE 9. CITY/COUNTY ORDINANCES 10. NFPA 55 AND 70 (2013) CODE COMPLIANCE APPLICANT/LESSEE MDCMC NAME: PROJECT MANAGER: PHONE: T -MOBILE DENISE CORREA (954) 604-9031 PROPERTY INFORMATION OWNER: NORTHEAST PRESBYTERIAN CHURCH U.S. 602 NE 96TH STREET MIAMI SHORES, FL 33138 HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED. JURISDICTION: CITY OF MIAMI SHORES PROJECT INFORMATION EQUIPMENT LOCATION: ® OUTDOOR 0 INDOOR ANTENNA LOCATION: O GUY TOWER O SELF SUPPORT TOWER O MONOPOLE ® ROOF TOP O NEW TOWER ❑ OTHER PROJECT SUMMARY CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 1920 WFKIVA WAY WEST PALM BEACH, FL 33411 (561) 845-0665 STRUCTURAL ENGINEER: N/A ELECTRICAL ENGINEER: N/A SURVEYOR: N/A TOWER ENGINEER: N/A PROJECT TEAM SHEET DESCRIPTION REV. T-1 COVER SHEET • 0 G-1 GENERAL NOTES 1;•.. . • 0 C-11 ROOF PLAN 0 C-2 EQUIPMENT PLAN 0 C-3 EXISTING ANTENNA LAYOUTS • 0 0-4 PROPOSED ANTENNA LAYOUT 0 C-5 SOUTH ELEVATION 0 C-6 MOUNTING DETAILS 0 E-1 TYPICAL GROUNDING DETAILS 0 E-2 REFERENCE DC WIRING DIAGRAM 0 © 2016 .IMLEY.40f•' •• 192Q.V PALM (.1647 ell, AND ASSOCIATES, • E V41 WAY, i ACH, FLORIDA 6'15-0665 • CA000006960 i....ns'' 1. INC. • ••• •$4l( .TO 3 411 • • • • —PROVIDER: _ - _ _ _ •••• • • • • • •• •• •• • • • • • • • • • BY:rCliIP APV.: [DRAWN AMM • • • • • .1441l<KM —LICENSURE: KEVIN K. MARAJH PE 71455 MARIA VICTORIA MARTIN PE 72397 ARNOLDO A. ARTILES PE 70645 =SHEET TITLE• COVER SHEET SHEET INDEX ISSUED FOR: 700 MHz UPGRADE DATE: APRIL 2016 DESIGN CRITERIA DESIGN WIND SPEED 175 MPH (ULTIMATE, 3 -SECOND GUST) 136 MPH (NOMINAL, 3 -SECOND GUST) EXPOSURE D RISK CATEGORY II =PROJECT INFORMATION: 6MD1113A PRESBYSTERIAN CHURCH 602 NE 96TH STREET MIAMI SHORES, FL 33138 CITY OF MIAMI SHORES • T • •Mobile •° 1300 CONCORD TERRACE, SUITE 200 SUNRISE, FL 33323 =PROJECT INFORMATION: 6MD1113A PRESBYSTERIAN CHURCH 602 NE 96TH STREET MIAMI SHORES, FL 33138 CITY OF MIAMI SHORES URRENT ISSUE DATE: APRIL 11 2016 r ISSUED FOR: 700 MHz UPGRADE REV.:=DATE: ESC R I PTI O N: SEAL: JAN *1•641&, \\\\ = * / . 71455 �=; 0 -11-2016 — } STATE OF ; �� • 'Z.' LANS�pp M 8W r-•' „e1 WEST © 2016 .IMLEY.40f•' •• 192Q.V PALM (.1647 ell, AND ASSOCIATES, • E V41 WAY, i ACH, FLORIDA 6'15-0665 • CA000006960 i....ns'' 1. INC. • ••• •$4l( .TO 3 411 • • • • —PROVIDER: _ - _ _ _ •••• • • • • • •• •• •• • • • • • • • • • BY:rCliIP APV.: [DRAWN AMM • • • • • .1441l<KM —LICENSURE: KEVIN K. MARAJH PE 71455 MARIA VICTORIA MARTIN PE 72397 ARNOLDO A. ARTILES PE 70645 =SHEET TITLE• COVER SHEET SHEET NUMBER • REVISION• T-1,... — KHA Job #: 044328022 • STANDARD PROVISIONS TEMPORARY FACILITES: COMPLIANCE I. INSPECTIONS THE CONTRACTOR SHALL NOTIFY THE CPM IN ADVANCE OF REQUIRED INSPECTIONS. WILL BE REQUIRED BY THE CPM OR OTHER T—MOBILE REPRESENTATIVE ARE: 1. INSPECTION OF GROUNDING SYSTEM 2. PRACTICAL COMPLETION THE SHALL BE RESPONSIBLE THAT CONTRACTOR RELEVANT AUTHORITY BE SOLELYO I RESONS IN A TIMELY MANNER. THE CONTRACTOR DOCUMENTATION OF ALL INSPECTIONS. THE CONTRACTOR IS RESPONSIBLE FOR T—MOBILE'S' DESIGNATED ENGINEERING REQUIRED INSPECTIONS AND TESTING. SHALL PROVIDE DOCUMENTATION OF ALL J. ENVIRONMENTAL PROTECTION AT LEAST 24 HOURS INSPECTIONS THAT DESIGNATED FOR ENSURING ARE CARRIED ENSURING T SHALL PROVIDE COORDINATING WITH FIRM TO OBTAIN All THE CONTRACTOR INSPECTIONS. ENSURE THAT STATE WITH IN REGARD TO SUB—CONTRACTOR'S ALL DUSTSHALLAKE NUISANCE THAT NECESSARY THE SATISFACTION OF OWNER. THE CPM SUCH TME AS ANY TO NE AND WALLS, FLOORS, OTHER PROPERTIES, SHALL BE EQUAL TO THAT UNED SET OF AS— UP CONSTRUCTION TO NE T—MOBILE SUCH WI THIN TWO WEEKS FROM APPROVAL OF THE CONTRACTOR'S BE PROVIDED TO T—MOBILE COMPLETION: AS OUTLINED IN IF APPLICABLE OWN EXPENSE CARRY AND THE PROJECT ALL AND SHALL NOT HE HAS PRESENTED A ALL COVERAGES TO SHALL. IN TURN, TO THE CPM. - , pp,T INTENT A. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS ACCOMPANYING THEM DESCRIBE THE WORK TO BE PERFORMED ANDLL THE MATERIALS TO BE FURNISHED FOR THE CONSTRUCTION OF THE T—MOBILE SITE. B. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND COMPLEMENTARY. HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED OR SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL BE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED ON BOTH.MORE C. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS INDICATED IN THE DOCUMENTS. D. THE PURPOSE OF THE SPECIFICATIONS IS TO SUPPLEMENT THE INTENT OF THE DRAWINGS AND TO DESIGNATE A PROCEDURE, TYPE OR QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. E. MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED AND SHALL BE CONSIDERED AS PART OF THE WORK HOWEVER, NO CHANGES THAT ALTER THE CHARACTER INTENT OF NE DESIGN WILL BE MADE OR PERMITTED BY T—MOBILE, WITHOUT A CHANGE ORDER. CONFLICTS A.WATER: WATER 15 NOT AVAILABLE TO THE CONTRACTORS ON SITE. B. LIGHT AND POWER: LIGHT AND POWER ARE AVAILABLE ON SITE. C. TELEPHONE: EACH CONTRACTOR TO PROVIDE HIS OWN TELEPHONE ACCESS N REQUIRED.CTOR CONTRACTORS MAY D. IF PERMANENTTHESE POWERCO N COMPLETED, CONNECTION FOR USE THE SERVICE CONNECTION FOR PRODUCTION WORK ONLY, PROVIDED THAT ELECTRICAL CORDS AND CONNECTIONS ARE FURNISHED BY THE CONTRACTORS AND ARE DISCONNECTED AND PROPERLY STORED DURING NON—WORKING HOURS. CLEAN UP: A. THE CONTRACTORS SHALL AT ALL TIMES KEEP NE SITE FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THEIR EMPLOYEES AT WORK, AND AT THE COMPLETION OF THE WORK, THEY SHALL REMOVE ALL RUBBISH FROM AND ABOUT NE BUILDING, INCLUDING ALL TOOLS, SCAFFOLDING AND SURPLUS MATERIALS, AND SHALL LEAVE THE WORK CLEAN AND READY FOR USE. B. EXTERIOR: VISUALLY INSPECT EXTERIOR SURFACES AND REMOVE ALL TRACES OF SOIL, WATER MATERIALS. SMUDGES AND OTHER FOREIGN MATTER. 1. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES. C. INTERIOR: VISUALLY INSPECT INTERIOR SURFACE AND REMOVE ALL TRACES OF SOIL WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER. 1. REMOVE ALL TRACES OF SPLASHED MATERIAL FROM ADJACENT SURFACES. 2. REMOVE PAINT DROPPINGS, SPOTS, STAINS AND DIRTSERVICES, FROM FINISHED SURFACES. D. CONTRACTOR SHALL WASH AND WAX FLOOR PRIOR TO FINAL ACCEPTANCE. FLOOR WAX SHALL BE OF THE ANTI—STATIC TYPE. CHANGE ORDER PROCEDURE: A. AMATERIALS, DESIGN, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH -ALL APPUCABLE CODES (SOME OF WHICH ARE USTED BELOW), ORDINANCES, AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. UPON THE COMPLETION OF THE WORK. THE CONTRACTOR SHALL PROVIDE T—MOBILE WITH A CERTIFICATE OF OCCUPANCY (IF REQUIRED) AND OTHER LEGAL DOCUMENTS TO VERIFY SUCH COMPLIANCE. WHERE NO CODES EXIST, THE WORK SHALL CONFORM WITH THE 2014 FLORIDA BUILDING CODE, AND/OR THE SPECIFICATIONS HEREIN, WHICHEVER 15 STRINGENT, AND A DOCUMENT STATEMENT SHALL BE FURNISHED TO THIS EFFECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY COMPLIANCE WITH THE GOVERNING CODES AND TO NOTIFY THE CPM OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. REFERENCE TO ANY STANDARD OR CODE OF PRACTICE IN THIS SPECIFICATION SHALL BE DEEMED TO MEAN THE EDITION CURRENT AT THE ELME OF AWARD OF THE CONTRACT. THE CONTRACTOR SHALL COMPLY WITH ALL ZONING AND SITE ACQUISITION SPECIAL STIPULATIONS AS OUTLINED IN THE JOB SPECIFICATIONS. OR AS DIRECTED BY THE CPM. ANSI/TIA/EIA APPUCABLE STANDARDS 2014 FLORIDA BUILDING CODE BUILDING OFFICIALS 8 CODE ADMINISTRATORS 2011 NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS UNDERWRITERS LABORATORIES (U.L) APPROVED ELECTRICAL PRODUCTS AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS (AISC) UFE SAFETY CODE NEPA — 101-2012 FEDERAL AVIATION REGULATIONS NFPA 55 AND 70 (2013) PERMITS AND LICENSES NOISE LEVEL: THE CONTRACTOR SHALL AND LOCAL REGULATIONS ARE COMPLIED NOISE LEVELS PRODUCED BY HIS OR HIS EQUIPMENT OR METHOOS OF CONSTRUCTION. SSTTEPS TO UT M T THE CREATIONCTOR OV ANY MIGHT ARISE DURING CONSTRUCTION TO THE LOCAL AUTHORITIES AND THE BUILDING MAY DIRECT THAT WORK CEASE UNTIL PARTICULAR DUST NUISANCE IS CONTROLLED SATISFACTION OF THE CPM, LOCAL AUTHORITIES, BUILDING OWNERS. K. REINSTATEMENT A. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS AT THE SITE BEFORE ORDERING ANY MATERIALS OR PERFORMING ANY WORK. NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE CONSTRUCTION DRAWINGS. ANY SUCH DISCREPANCY IN DIMENSION WHICH MAY INADVERTENTLY OCCUR SHALL BE SUBMITTED TO THE T—MOBILE CONSTRUCTION PROJECT MANAGER (CPM) FOR CONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WIN THE WORK IN THE AFFECTED AREA. B. THE CONTRACTOR, IF AWARDED THE CONTRACT, WILL NOT BE ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY MATTER OR THING ABOUT WHICH NE CONTRACTOR MIGHT NOT HAVE FULLY INFORMED HIMSELF PRIOR TO BIDDING. CONTRACTS AND WARRANTIESAND/ORCOMMENCEMENT ANY PAVEMENT, FOOTPATH, CURB, GUTTERS, AND EXISTING FEATURES OR DISTURBED OR DESTROYED DURING CONSTRUCTION REINSTATED TO A CONDITION AT LEAST EXISTING BEFORE COMMENCEMENT OF OPERATIONS. L AS—BUILTS DRAWINGS A. NE SITE ACQUISITION SPECIALIST SHALL OBTAIN, AT HIS OWN EXPENSE, ALL REQUIRED LOCAL. STATE, AND/OR COUNTY CONSTRUCTION PERMITS AND LICENSES COPIES OF ALL PERMITS SHALL BE SENT TO CPM. APPROVALS FROM RELEVANT PLANNING BOARDS, ENVIRONMENTAL BOARDS, AND/OR OTHER COMMITTEES WILL BE SUPPUED BY OTHERS, BUT MUST BE CONFIRMED BY THE SITE ACQUISITION SPECTAUST PRIOR TO THE APPUCATLON FOR CONSTRUCTION PERMITS. FAA APPROVAL WILL BE SUPPLIED BY OTHERS, BUT MUST BE CONFIRMED BY THE CONTRACTOR WIN THE CPM PRIOR TO THE OF WORK. B. PRIOR 1O COMMENCING THE WORK. NE CPM SHALL SCHEDULE AN ON—SITE MEETING WITH ALL MAJOR PARTIES TO NE PROJECT. NIS WOULD INCLUDE (THOUGH NOT UNITED TO) NE DESIGNATED ELECTRICIAN, LOCAL TELEPHONE COMPANY, CARPENTRY FOREMAN (IF SUBCONTRACTED). A REPRESENTATIVE FROM THE LOCAL SPECIFIED WAREHOUSE AND CPM OR HIS DESIGNATED REPRESENTATIVE C. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTLUTIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO NE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY REPORTED TO NE ENGINEER FOR RESOLUTION AND INSTRUCTION AND NO FURTHER WORK SHALL BE PERFORMED UNTIL DISCREPANCY IS CHECKED AND CORRECTED BY THE ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS OWN RISK AND EXPENSE. D. THE CONTRACTOR SHALL BE EQUIPPED WA MEANS OF ITH CONSTANT COMMUNICATIONS. SUCH AS A CELLULAR PHONE OR A PAGER. E. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL SITE SAFETY INCLUDING BUT NOT UNITED TO PROTECTION OF ALL SITE PERSONNEL AND THE GENERAL PUBUC DURING NE ENTIRE SITE CONSTRUCTION PERIOD.CEHE MMMTSHALL TAKE ALL REASONABLE PRECAUTIONS TO PLACE AND MAINTAIN BARRICADES, LAMPS, SIGNS, AND NE UKE IN ACCORDANCE WITH OSHA SAFETY ACT AND ANSI OCCUPATIONAL GUIOlLNES. F. PROVIDE DAILY UPDATES ON SITE PROGRESS. EITHER VERBAL OR WRITTEN TO CPM. C. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION. H COORDINATOR WIN PUBUC UTLTYLAUTHORITIES THE CONTRACTOR SHALL PREPARE A RED BUILT DRAVANGS. THE FORM OF MARKED PLANS SHALL BE STANDARD ACCEPTABLE DRAWINGS SHADSUBMITTED BE TO T—MOBILE PRACTICAL COMPLETION AND PRIOR TO FINAL INVOICE. M. PRACTICAL COMPLETION( A. CHANGE ORDER MAY BE INITIATED BY THE CPM, THE CONTRACTOR. NE CONTRACTOR, UPON VERBAL REQUEST FROM THE CPM SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING THE CHANGE IN WORK OR MATERIALS AND ANY CHANGES IN THE CONTRACT AMOUNT AND PRESENT TO THE CPM FOR APPROVAL SUBMIT REQUESTS FOR SUBSTITUTIONS IN THE FORM AND IN ACCORDANCE WITH PROCEDURES REQUIRED FOR CHANGE ORDER PROPOSALS. ANY CHANGES TO NE SCOPE OF WORK OR MATERIALS WHICH ARE PERFORMED BY THE CONTRACTOR WITHOUT A WRITTEN CHANGE ORDER AS DESCRIBED AND APPROVED BY NE CPM. SHALL BECOME NE SOLE RESPONSIBILITY OF THE CONTRACTOR. RELATED DOCUMENTS AND COORDINATION: A. EACH CONTRACTOR IS RESPONSIBLE FOR HELPING TO OBTAIN NE BUIDING PERMIT AT THE LOCAL JURISDICTION AS NE CONTRACTOR OF RECORD, AND PROVIDE SAID JURISDICTION WITH ALL PROOF REQUIRED TO OPERATE AS A CONTRACTOR IN THAT JURISDICTION. =BAGEL A. DO NOT USE THE EXISTING BUILDING SPACE FOR STORAGE OF TOOLS CR MATERIALS WITHOUT THE CONSTRUCTION PROJECT MANAGER AND/OR BUILDING OWNER APPROVAL B. ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY LOCATION AND IN A MANNER THAT WILL NOT OBSTRUCT THE FLOW OF OTHER WORK. ANY EQUIPMENT OR MATERIAL STORAGE METHOD MUST MEET ALL RECOMMENDATIONS OF THE MANUFACTURER. PROTECTION: THE FOLLOWING DOCUMENTATION SHAT WIRELESS PRIOR TO NE DATE OF PRACTICAL 1. ALL QUAUTY ASSURANCE CHECKLISTS NE PREVIOUS SECTIONS 2. WARRANTIES AND MAINTENANCE MANUALS, 3. GROUND SYSTEM RESISTANCE TEST 4. CERTIFICATE OF OCCUPANCY INSURANCE AND BONDS: A. GENERAL CARPENTRY, ELECTRICAL AND ANTENNA DRAWINGS ARE INTERRELATED. IN PERFORMANCE OF NE WORK, EACH CONTRACTOR MUST REFER TO ALL DRAWINGS. ALL COORDINATION TO BE THE RESPONSIBIUTY OF NE GENERAL CONTRACTOR. SHOP DRAWINGS: A. EACH CONTRACTOR SHALL AT HIS MAINTAIN FOR THE DURATION OF INSURANCE AS REQUIRED AND LISTED COMMENCE WITH HIS WORK UNTIL CERTIFICATE OF INSURANCE STATING THE GENERAL CONTRACTOR WHO FORWARD A COPY OF ALL CERTIFICATES -RUCREVUE SI APPRpvED A. PROTECT FINISHED SURFACES, INCLUDING JAMBS AND HEADS OF OPENINGS USED AS PASSAGEWAYS THROUGH WHICH EQUIPMENT AND MATERIALS WILL PASS. B. PROVIDE PROTECTION FOR EQUIPMENT ROOM SURFACES PRIOR TO ALLOWING EQUIPMENT OR MATERIALS TO BE MOVED OVER SUCH SURFACES. C. MAINTAIN FINISHED SURFACES CLEAN. UNMARRED AND SUITABLY PROTECTED UNTIL JOB SITE IS ACCEPTED BY CPM. REPAIRS AND REPLACEMENTS: A. CONTRACTORS TO SUBMIT SHOP DRAWINGS AS REQUIRED AND USTED IN THESE SPECIFICATIONS THROUGH THE GENERAL CONTRACTOR TO THE CPM, FOR REVIEW. B. ALL SHOP DRAWINGS TO BE REVIEWED, CHECKED, CORRECTED, STAMPED AND SIGNED BY GENERAL CONTRACTOR PRIOR TO SUBMITTAL TO NE CPM. PRODUCTS AND SUBSTITUTIONS: A SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACH REQUEST IDENTIFY THE PRODUCT FABRICATION OR INSTALLATION METHOD TO BE REPLACED BY THE SUBSTITUTION. INCLUDE RELATED SPECIFICATION SECTION AND DRAWING NUMBERS, AND COMPLETE DOCUMENTATION SHOWING COMPUANCE WITH NE REQUIREMENTS FOR SUBSTITUTIONS. B. ALL NECESSARY PRODUCT DATA AND CUT SHEETS SHALL PROPERLY INDICATE AND DESCRIBE THE ITEMS, PRODUCTS, AND MATERIALS BEING INSTALLED. THE CONTRACTOR SHALL, IF DEEMED NECESSARY BY THE CPM, SUBMIT ACTUAL SAMPLES TO THE CPM FOR APPROVAL IN LIEU OF CUT SHEETS. A IN EVENT OF DAMAGE, THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS AND REPAIRS AND AT NO ADDITIONAL COST TO T—MOBILE AND/CR BUILDING OWNER. mle datums, together with Y ..lens w,..nt. n I.MN If o" Ot "::,,i P r of anti Vnpaprardbncc tr47: wmmt ta,an ...., .: uwNal..r. anti ..pt.°Z., Kente,—Hom 0. Associates. Inc. a e without 1.111, to Kirrile,liorn anti A..oclte.. Inc. NE CONTRACTOR SHALL COORDINATE WITH RELEVANT AUTHORITIES THE WORKS THEY ARE TCI BE CARRIED OUT. HE SHALL CONDUCT HIS OPERATIONS SO AS TO NOT INTERFERE WITH THE OPERATIONS OF PUBUC AND/OR PRIVATE UTIUTY AUTHORITIES,INSTALNG SERVICES ON THE SITE. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PROTECTION OF SUCH FACILITIES AND STRUCTURES DURING CONSTRUCTION OF THIS SITE. T • -Mobile-. 1300 CONCORD TERRACE, SUITE 200 SUNRISE, FL 33323 =PROJECT INFORMATION: 6MD1113A PRESBYSTERIAN CHURCH 602 NE 96Th STREET MIAMI SHORES, FL 33138 CITY OF MIAMI SHORES =CURRENT ISSUE DATE: APRIL 11 2016 —ISSUED FOR: 700 MHz UPGRADE REV.:=DATE: DESCRIPTION: LiIii/iii/ `\\\\‘ ///i SEAI.`��\ \1L ! (i.� *; / 71455 :*= ,ai :4-11�2a16—. -'per::/STA E OF .`,VL ///''kk' C O Ft 10 .• ''ems LANS"? Kuril' •' ��� •orn •• © 2016 •"IMLEY•HO6• AND ASSOCIATES. INC. •• • • ••• 192Q•VEjtj*4 WAY, •SjU41 tP0 WEST PALM BEACH, FLORIDA 33411 j36•? 15-0665 • SIS'S • CA0000069* • •-•--• PROVIDER: • • • • • • •• •• •• • • • • • • • • • RAW BY:r.--CIiK.4--APV. • AMM KM • K* M •• • ICENSURE: KENN K. MARAJH PE 71455 MARIA VICTORIA MARTIN PE 72397 ARNOLDO A. ARTILES PE 70645 HEEL TITLE - GENERAL NOTES HEET NUMBER REVISION• G.1 KHA Job #. 044328022 EXISTING T—MOBILE EQUIPMENT RACK (INSIDE TOWER) EXISTING PROPERTY BOUNDARY ml. document. together M. concepts c leand beiges presented san .m Eboherein.eln. as wnr iVpW eC.4wI11eNoEImabimIM. without writtenNmieatim and adaptation by NIm1.y-Nom and Assoc... Inc..all M without ibblity a KimIey—Harn and Associate.. Inc. ( EXISTING CONCRETE BELL TOWER • , • EXISTING BUILDING , , / EXISTING BUILDING %//////////////iii///C EXISTING ROOFTOP EXISTING BUILDING EXISTING BUILDING SITE PLAN / / T • •Mobile •` 1300 CONCORD TERRACE, SUITE 200 SUNRISE, FL 33323 =PROJECT INFORMATION: 6MD1113A PRESBYSTERIAN CHURCH 602 NE 96TH STREET MIAMI SHORES, FL 33138 CITY OF MIAMI SHORES =CURRENT ISSUE DATE: APRIL 11 2016 -ISSUED FOR: 700 MHz UPGRADE EV.:=DATE:= ESCRIPTION: \��\\111iiiiiio SEAL: \\�‘�`.',MCi',ibi,�',d ,. `. •`.. ENSF'' may moi. =*_` .7145 *= 4-11-216._ — —13, STATE OF /. .10Ri?e LANs ;)'/N Kent 0)1, © 2OI6,CIMLEY•HOIM AND ASSOCIATES. 192•41•51-411A WAY, 192•41•51-411A00 WEST PALM T3EACH, FLORIDA W1.8.45-0665 owe • CA0000069• rn INC. • •SiXTE 3 33411 • • • • 00.00• ROVIDER: - - - - • 0000 • • • • • •• •• •• • • • • • • • • • • RAWN BY:7=OH7<,� APV.: •• AMM • KKM %.°101,4 0000 !CENSURE: KEVIN K. MARAJH PE 71455 MARIA VICTORIA MARTIN PE 72397 ARNOLD() A. ARTILES PE 70645 HEET TITLE SITE PLAN HEET NUMBER REVISION c-1 KHA Job #: 044328022 EXISTING T—MOBILE BATTER BANK TO BE REMOVED EXISTING T—MOBILE 2206 CABINET TO BE REMOVED EXISTING T—MOBILE 19" RACK EXISTING ACCESS LADDERS EXISTING EQUIPMENT PLAN N.T.S. me down.... together with the concept. o an :ma, n sa^WNorcU.iKauae d da C1lr=ahe7dA1 nceson lhl: Uewmmlt ns prearintrof herein. i> without written auen authorization and adaptation by Kinney -Horn and Associate.. Inc withbblity to Kinney -Horn d Associates. Inc. EXISTING T—MOBILE PPC CABINET EXISTING T—MOBILE 19" RACK EXISTING ACCESS LADDERS EXISTING T—MOBILE PPC CABINET PROPOSED EQUIPMENT PLAN N. T.S. T • •Mobile•R 1300 CONCORD TERRACE, SURE 200 SUNRISE, FL 33323 =PROJECT INFORMATION: 6MD1113A PRESBYSTERIAN CHURCH 602 NE 96TH STREET MIAMI SHORES, FL 33138 CITY OF MIAMI SHORES =CURRENT ISSUE DATE: APRIL 11 2016 =SSUED FOR: 700 MHz UPGRADE =REV.:=DATE:ESCRI PTION: ��.�\`iliiiitir -SEALL 4\N '7.31 "/ `.. ,F- ''\7\CEN F•• may • % 2 N . *1455 � �4-11 '7y�16 — ..- ATE'OF itt \ . � O R tO S>*".: ''/ <%\i'''• `''''' "LANS ref" Vie. �w\ Kim a *Ham © 2016�IML�1�H0 AND ASSOCIICE5•IaC• 1920•••I*Ef<.M WAY, •.9l,*TE 200 WEST P•A1•Ivl •F4CH, FLORIDA. 33411 (561 845-0665 Si3e • CA00000695 • • • •ROVIDER: •••• • •••• • • • • • •• •• •• • • • • • • • • • IRAWN BY: INKA, APV.' • M KKM • • • 10KI4 LICENS I RE: KE MARAJH PE 71455 ARIA TORIA MARTIN PE 72397 ARNOLD • AR11LES PE 70645 — HEET TITLE EQUIPMENT PLAN SHEET NUMBER. REVISION C-2 — KHA Job #: 044328022 'oa;�:R °.MCS;and Inc. en'Y+Ee nVlw IbUilty to KimNy-Hrcn E .se ktee. Inc EXISTING T—MOBILE UMTS AWS ANTENNA TO BE REMOVED AND REPLACED EXISTING T—MOBILE UMTS PCS ANTENNA TO BE REMOVED AND REPLACED EXISTING T—MOBILE LTE AWS ANTENNA TO BE REMOVED AND REPLACED EXISTING T—MOBILE FXFC RRU EXISTING T—MOBILE COVP EXISTING T—MOBILE FRIG RRU EXISTING T—MOBILE LTE AWS ANTENNA TO BE REMOVED AND REPLACED EXISTING T—MOBILE UMTS PCS ANTENNA TO BE REMOVED AND REPLACED EXISTING T—MOBILE UMTS AWS ANTENNA TO BE REMOVED AND REPLACED EXISTING T—MOBILE FRIG RRU EXISTING T—MOBILE FRIG RRU EXISTING T—MOBILE FXFC RRU EXISTING T—MOBILE UMTS AWS ANTENNA TO BE REMOVED AND REPLACED EXISTING T—MOBILE FXFC RRU EXISTING T—MOBILE LTE AWS ANTENNA TO BE REMOVED AN REPLACED EXISTING T—MOBILE UMTS PCS ANTENNA TO BE REMOVED AND REPLACED EXISTING ANTENNA LAYOUT N.T.S. T • -Mobile-. 1300 CONCORD TERRACE, SUITE 200 SUNRISE, FL 33323 =PROJECT INFORMATION: 6MD1113A PRESBYSTERIAN CHURCH 602 NE 96TH STREET MIAMI SHORES, FL 33138 CITY OF MIAMI SHORES - URRENT ISSUE DATE: APRIL 11 2016 LSSUED FOR: 700 MHz UPGRADE —REV.:DATE:= ESCRIPTION: (< S;\CEN:F•.Xv'i ,�-... ..•tib * N� . 71, 55 * = 04-11-2016` ® TA iFw4uo -LANK'jP p� Kin © 2016 KII(L4Y2H04I 19Z191'14MVA WEST P444, (561) ANO ASSOCI WA Y, ;A,CH, FLORIDA, 845-0665 t-Epe'. CA00000696' am TES.41,4Cy S')/TE 2130 33411 ' •ROVIDER: 4 4 DRAWN BY:"— 01K.—PN.:, AMM KKM ' ,.. KO ICENSURE: KEVIN K. MARAJH PE 71455 MARIA VICTORIA MARTIN PE 72397 ARNOLOO A. ART1LES PE 70645 HEFT TITLE EXISTING ANTENNA LAYOUT PLAN HEET NUMBER REVISION C-3 KHA Job #. 044328022 EXISTING T -MOBILE UMTS PCS ANTENNA EXISTING T -MOBILE LTE AWS ANTENNA TOP OF TOWER EL. 160'± i di RAD CENTER OF EXISTING & PROPOSED T -MOBILE ANTENNAS EL 1001* PROPOSED T -MOBILE 6 FT L700/GSM PCS ANTENNA EXISTING ANTENNAS (BY OTHERS) di 5TH FLOOR EL. 60'± di Y 4TH FLOOR EL. 40'± 3RD FLOOR EL. 20'± di2ND FLOOR EL. 10'± STRUCTURAL REVIEW APPROVED oik GROUND LEVEL / \\\\\X / X / X /// EL. 0'± SOUTH ELEVATION N.T.S. mle a• eeegrat yr :nla, n wa together of o,al rt concepts ro em xiUwt xrlllmrwUalzatim a °.;d-Art=r l•'Rblaaowm�ail\„ated4hersin, as an Inc. Hall be xitbwt Ikblily to KImIe�Han Inc. DAT 6 i4 •. • •••• • • •••• • •• • • T • -Mobile-. 1300 CONCORD TERRACE, SUITE, 200 SUNRISE, FL 33323 =PROJECT INFORMATION: 6MD1113A PRESBYSTERIAN CHURCH 602 NE 96Th STREET MIAMI SHORES, FL 33138 CITY OF MIAMI SHORES - URRENT ISSUE DATE: APRIL 11 2016 ISSUED FOR: 700 MHz UPGRADE REV.:=DATE:= ESCRIPTION: '1/0, X • •t M14 SEAL. \- \ 1 o\\\ <!/,.••''•\\C �S��C ''•, v /--- • *. 1t ..71455 * - 77- T. •• * •' 11-211er �S •F��� i�//(.."*1,4 0R10P'/^,\ : \ LANS P Kim © 2016 KIMLEY-HORN • 19J• V(E•KI1 WEST PALM ”01 • inn e ` •••• ANO ASS•CIATES. • •••• A WAY, $$�JJIT BEACH, FLPRID4-3411 •8915-0665• • `A00000696 orn INC. 00 • • • ROVIDER:- • - •••• • •••• • • • • • •• •• •• • I • DRAWN BY:—CHK —.*4P4,„ AMM .•••••KKM • - ICENSURE: • • • KEVIN K. MARAJH PE 71455 MARIA VICTORIA MARTIN PE 72397 ARNOLDO A. ARTILES PE 70645 HEET TITLE SOUTH ELEVATION HEET NUMBER REVISION C-5 KHA Job #: 044328022 •. • •••• • • •••• • •• • • PROPOSED 3/8" 0 HILTI ANCHOR BOLT. INSTALL PER MANUFACTURER'S SPECIFICATIONS (TYP. OF 4). SEE TABLE THIS SHEET. BASE ANCHOR ADHESIVE EMBED. LENGTH SCREEN HOLLOW HILTI i"v) THREADED HAS ROD HILTI HY70 2 4 HIT SC— 16X50 SOLID HILTI KWIK BOLT 3 N/A 3" 5" N/A PROPOSED UNISTRUT PIPE CLAMP. PROPOSED UNISTRUCT P1000. (TYP.) a a PROPOSED 1/2" 0 A325 BOLT. (TYP.) PROPOSED UNISTRUT P1000 (TYP.) RRU WALL MOUNT DETAIL NTS EXISTING/PROPOSED PIPE. a PROPOSED 1/2" 0 A325 BOLT. la ...ant. �w a a;conapts and daalyna presenteda •i.c.t m adaptation byr Nm.y-Nam ianaa sedate. Inc. nal be-i,Ithaut ...cation to Kiiay-No-n me A.am... Inc p RRU PIPE MOUNT DETAIL NTS PROPOSED FRLB. PROPOSED FRLB. PROPOSED ANTENNA TILT BRACKET PROVIDED W/ANTENNA PROPOSED PIPE MOUNTING BRACKETS PROVIDED W/ANTENNA (TYP.) T MOBILE ANTENNA EXISTING ANTENNA PIPE PROPOSED ANTENNA BRACKET PROVIDED W/ANTENNA ANTENNA MOUNT DETAIL NTS T - -Mobile 1300 CONCORD TERRACE, SUITE 200 SUNRISE, FL 33323 =PROJECT INFORMATION: 6MD1113A PRESBYSTERIAN CHURCH 602 NE 96TH STREET MIAMI SHORES, FL 33138 CITY OF MIAMI SHORES =CURRENT ISSUE DATE: APRIL 11 2016 —ISSUED FOR: 700 MHz UPGRADE [REV.:DATE: DESCRIPTION: —SEAL: NN�455 r • -11Ct =2016- STATE��OF =PLAt( P a1Ftd� ';r�Pc:n\ i'ftn •• © 2016 KIMLEY-HORN ANO ASSOIATE••S. INC. • • • •••••QQ 192 Y, ScIl Tc WEST P � Fit BEACH, AFLOQIT A.S 11 (496.4.1415 0665 •• • • F�eFy •000000696 • —PROVIDER: • • •••• • • • •• •• • • • •••• • • • •• • • DRAWN BY:LCHK.:—;41V• • • • KKM • KKM • -• -• ICENSURE: AMM • KEVIN K. MARAJH MARIA VICTORIA MARIIN ARNOLDO A. ARTILES PE 71455 PE 72397 PE 70645 =SHEET TITLE - MOUNTING DETAILS SHEET NUMBER REVISION. C-6 KHA Job #. 044328022 GROUNDING PROTEC110N SYSTEM NOTES: NOTE: ALL EXPOSED CONDUCTORS ON EQUIP. SLAB SHALL INSTALLED INSIDE A 1/2" SCHED LL DVC CONDUIT, WHETHER OR NOT CALLED OUT HERE ANTENNAS SECTORS WITH SECTOR GROUND BARS MOUNTED AT TOP OF BLDG.. 012 I NOTE: ALL BONDING TO IS MECHANICAL, COAX CABLE GROUNDING K ANTENNA SECTOR GROUND BAR FURNISH LUGS AND HARDWARE SHIELD T (TYP) 12 AWG GREEN JACKETED FOR BONDING COPPER COAX OF RF COAX CABLE SHIELD At ANTENNA SUPPORT STRUCTURE10. ANTENNA (TYP) 1. PROVIDE "CABLE ENTRANCE GROUND BAR" (CEGB), 3'H X 6"L X 1/4"D. MOUNT AT 11. ELECTRICAL CONTRACTOR SHALL TAKE MEGGER READINGS OF GND. THE RESULTS TELCO CABINET. COORD. INSTALLATION WITH CPM. SHALL NOT 8E GREATER THAN 5 OHMS. 2. PROVIDE A GND RING BURIED A MINIMUM OF 18' BELOW GRADE. THE GROUND 12. ALL CONNECTIONS TO GND SYSTEM SHALL BE MADE IN UNE WITH BENDS NOMINAL RING SHALL BE INSTALLED A MINIMUM OF 2'-0" AWAY FROM THE FOUNDATION 12" RADIUS IN THE DIRECTION OF CURRENT FLOW. T-CONNECT1ONS WILL NOT BE UNLESS SHOWN ON DRAWING. ALLOWED. 3. BOND FENCE POST TO GND RING USING AN EXOTHERMIC WELD. BOND FENCE GATE 13. ALL BENDS IN GND WIRES SHALL BE NOMINAL 12" RADIUS, TO POST WITH A FLEXIBLE COPPER JUMPER STRAP MECHANICALLY OR EXOTHERMICALLY. TYPICAL FOR ALL FENCE PLANES WITHIN 12 FEET OF BLDG.. FOUNDATION. FOR FENCE 14. ANTENNA CABLES SHALL BE BONDED AT EACH END. RUNS GREATER THAN 150' PLANES BEYOND 12', EXTEND 1#2 TO EACH FENCE PLANE TO ANY PLANES WITHIN 50'. SHALL BE BONDED TOWARDS MIDDLE OF LENGTH. COORDINATE LOCATION WITH 4. BOND DISCONNECT SWITCH, METER, TELEPHONE CABINET AND SERVICE CONDUITS TO WIRELESS CARRIER'S PROJECT MANAGER. BURIED GND RING AS THEY CROSS. 15. WHEN APPLICABLE, CONTRACTOR SHALL BOND FRAMES TO EACH OTHER AND TO 5. EACH LEG OF THE WAVEGUIDE STRUCTURE SHALL BE INDIVIDUALLY BONDED TO THE GND RING VIA TWO PATHS. COORDINATE WITH WIRELESS CARRIER PROJECT MANAGER. BURIED GND RING. EXOTHERMICALLY WELD CONNECTIONS AT POST FOR WAVEGUIDE 16. CONTRACTOR CAN PROVIDE ONE OF THE FOLLOWING AS DIRECTED BY THE PROJECT STRUCTURE AND BURIED GND RING. PLACE 5/8"X10' COPPERCLAD GND ROD AT 10' MANAGER THE SECOND OPTION IS PREFERRED. INTERVALS ALONG WAVEGUIDE PATH. A. CADWELD EACH CABINET GND WIRE TO GND RING AS SHOWN IN EQUIPMENT GND DETAIL. 6. BOND REBAR IN CONCRETE FOR COMMUNICATION STRUCTURE AND EQUIPMENT PAD TO B. CADWELD EACH WIRE TO A 1/4"X4"X24" MIN. COPPER BUS BAR LOCATED BURIED GND RING. EXOTHERMICALLY WELD A /2 TINNED SOLID COPPER CONDUCTOR BEHIND RADIO CABINET. EXTEND A /2 WIRE FROM EACH END OF COPPER TO THE REBAR AND CONNECT TO THE BURIED GND RING. BUS BAR TO GND RING. 7. PROVIDE INSPECTION SLEEVE AT MAIN SERVICE GROUNDS. EXOTHERMIC CONNECTIONS. 17. PROVIDED BRAIDED BONDING JUMPERS BETWEEN EACH GATE AND POST (OPTIONAL). 8. PROVIDE BONDING CONDUCTOR(S) FROM THE BURIED GND RING TO THE ANTENNA 19. CONTRACTOR SHALL PROVIDE EXOTHERMIC BONDING AT ALL BURIED GROUND RING CABLE BUS BAR AT POINT JUST INSIDE OF THE COMMUNICATION STRUCTURE EXIT. CONNECTIONS, STRUCTURAL EQUIPMENT FRAME, SERVICE RACK(S), EXISTING BLDG.. VERIFY EXACT LOCATION OF COPPER BUS BAR FOR PROPER CONDUCTOR LENGTH. GROUND RINGS, AND AS INSTRUCTED BY T -MOBILE CPM. FINAL EXOTHERMIC WELDS TO COPPER BUS BAR BY THE ANTENNA CABLE INSTALLER. 20. CONTRACTOR SHALL PROVIDE MECHANICAL BONDING AT ALL ANTENNA SECTOR GROUND 9. EXOTHERMICA LY WELD BONDING CONDUCTOR TO COMMUNICATION STRUCTURE LEG BARS, ALL ELECTRICAL EQUIPMENT DISCONNECTS, TRANSFORMERS, J -BOXES, PANEL- AT 1'-0" ABOVE PAD AND BOND TO BURIED GND RING. PROVIDE A 3/4' PVC BOARDS, CABINETS, AND MAIN GROUND BAR AS DIRECTED BY T -MOBILE CPM. ALL SLEEVE WITH A GRADUAL BEND IN THE CONCRETE FOUNDATION. MECHANICAL CONNECTIONS SHALL BE PROPERLY TERMINATED W/LUGS, NUTS & BOLTS. 21. CONTRACTOR SHALL COAT WITH NOX-OX ALL POINTS OF CONTACT BETWEEN 5/85(10'-0" LONG COPPER CLAD GND ROD. 15' SPACING BETWEEN RODS (NON- DISSIMILAR METALS. UNEAR). TYPICAL FOR ALL GND RODS SHOWN. USE STAINLESS STEEL HARDWARE WHERE APPUCABLE. AS CALLED OUT IN PLANS - - •m 1 r� �� ANTENNA SUPPORT GROUNDING NOTES NTS 1 NOTE: SECTOR SECTOR SECTOR 911 STRUCTURE (TYP) GROUND BARS ARE GND BAR GND BAR NOTE: TO BE MOUNTED DIRECTLY TO BLDG.. WITH NO INSULATORS. 11 RF COAX CABLE TO RF ANTENNA GRADE REMOVABLE COVER\ 1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND AT EACH GATE POST. AS A MINIMUM, ONE VERTICAL POST SHALL BE BONDED TO THE GROUND RING IN EVERY 50 FOOT STRAIGHT RUN OF FENCE. PER PANELBOARD SCHEDULE EXISTING EXISTING POWER CABINET SSC FCOA CABINET CABINET TELCO CABINET (TYPICAL) (TYPICAL BOND TO EXIST. GROUNDING •- I— I I - I I 2. HORIZONTAL POLES SHALL : BE BONDED TO EACH OTHER. O \ 6"(w) x 18” 20 '() PVC #2 AWG BARE TINNED SOLID TESTS COPPER WIRE FOR MEGGER CADWELD TO ROD - \„i ` METER DISC I /T ` NOTE: IRREVERSABLE CRIMPING ALLOWID. CRUSHED ROC AT BASE SLOT FOR • CADWELD No'� la ''� \ RF COAX CABLE ' . I GROUND WIRE ((( GROUNDING KIT, TYP J l ; CADWELD CONNECTION TO GND RING, TYP. RING GROUND #2 AWG BCW • e �_ �-----\ . /2CU TINNED SOLID GROUND CONDUCTOR e #2 BARE TINNED SOLID COPPER BOND 1@2 BARE TINNED MECO COPPER MAIN GROUND MECHANICAL BOND EXTEND TO ICEBRIDGE SUPPORT STRUCTURE & CADWELD AT TWO LOCATIONS MINIMUM W'. #2 AWG BARE TINNED SOUR •a NiJ"/ -��,ty� . 5/8"X10' COPPERC • STEEL ROD COPPER WIRE NOTE' CONTRACTOR TO MARK ON INTERIOR OF SLEEVE WHICH BUILDING GROUND OR TELEPHONE GROUND IS TIED INTO 1 $2 AWG BCW CABLE TO CABLE CADWELD VERTICAL POST CONNECTED TO RING BUS BAR /2 TINNED SOLID COPPER EXISTIG BLDG.. ROUND, BOND TO GROUND RING L % \ MIN. GROUND SERVICE GROUND ROD WITH INSPECTION SLEEVE (TYPICAL) ROD ENTRANCE 11E INTO EXISTING BLDG. GROUND RING (COORDINATE 61111 CPM) /2 BARE 11NNED SOUR GROUND RING, 18' BELOW — — — — EXISTING BLDG. GROUNDING COPPER GRADE MIN. — — INSPECTION SLEEVE NTS 2 FENCE GROUNDING NTS 3 NOTE: ALL SECTOR GROUND BARS SHALL BE 1/45(2"X12" 3/8 THREADED (NOT USED FOR SECTOR 1/4x4x24 BUS BAR NTS ------."- / Ale 3/8 SS LOCK COPPER INSULATOR GROUND BARS) ®a ° a a a s°° a a abe,1 ° a ® o ° 000°°o®a°°a WASHER wl tl' 1� -‘15:1°C--- J \6FT 4 `/ '' ��► • 3/8 SCREWS NOTE: CONTRACTOR r' OR NO PLATES GALV. \ _� IL ♦ / �'J `• 1-1/4" U -FITTING ;. w�\ TO APPLY COPPERSHIELD -00 TO ALL CONNECTIONS AND 3/8 x 3/4 SS BOLT i I 4 .J / ► � J, NOTE: CONTRACTOR TO COORD. GROUND BAR SIZE REQUIREMENTS FOR SECTOR AND MAIN GROUND �� WITH T -MOBILE CPM ELECTRICAL REVIEW %j/� APPROVE�I��;/ L DATE_ 3/8x3/4 SS BOL :. J '4�li /2 AWG TINNED WIRE LEAD 0/ WITH EXOTHERMIC SS ANGLE ADAPTER LEAD SHOWN FOR CLARITY TYPICAL GROUND BAR DETAIL NTS 4 GROUNDING RISER DIAGRAM NTS 5 Ms dacunlent. •elgne peeenlee b IneiNry I ,:.:!,,7:,, , i' Inl.neee 7,14lwl:4;17,eclnc wrn�i•ana ei•n` - wrllls,;,-.r iztianeoo! °,17, Toon tvv-=. an e--. In<. !,•4 be vigwt Iwbiity to KMley—Hv mE As•ociotea. Nc. A T • -Mobile 1300 CONCORD TERRACE, SUITE 200 SUNRISE, FL 33323 =PROJECT INFORMATION 6MD1113A PRESBYSTERIAN CHURCH 602 NE 96TH STREET MIAMI SHORES, FL 33138 CITY OF MIAMI SHORES CURRENT ISSUE DATE: APRIL 11 2016 ISSUED FOR 700 MHz UPGRADE —REV.:=DATE: DESCRIPTION \\\\\\ I I SEAL: �� i h Til!, � � iFt t tN%i 1 4////i \ 71455 * -0•'-11-21j1 F 0 Pt ix —PLANS PR '0 limi Kimle * `torn O 2016 KIMLEY-HORN AND ASSOCIATES, IN. • • •••• 191'0.0K114 WAY, 5,,V1W.,400 • • WEST PALM BEACH, FLORIDA 3e411 • •m1•8.45-0665•• • • •F4F♦ • 6A00000696 • ROVIDER: • • •••• • • • •• •• • • • •••• • • • •• • • DRAWN BY:LCHK :-- •ARY: AMM •••• •KKM-•••KKM ICENSURE: • • • • • KEVIN K. MARAJH MARIA VICTORIA MARTIN ARNOLDO A. ARTILES PE 71455 PE 72397 PE 70645 HEET TITLE TYPICAL GROUNDING DETAILS HEET NUMBER REVISION E-1 KHA Job #: 044328022 • •• • • AC Generator Plug Site Support Cabinet PPC 2AWG Conductors 100 AMP AC Service 10A7705 Router tr 2AWG Conductors 15' NSN Power & Fiber Armored Hybrid Jumper 50A Each (see COVP Breaker Detail) 6AWG Nokia Power Cable with boot FCOA Po i1O rot, 161 rO 1 0 CP) 0 00 ED] r! ,UY!Irnr►r►►rn►nm►►nrr Lori 0 000 o ►r►►►n rrn►►►rr►►nnnr►►►n►►r Breaker Panel Detail LMU IDU GSM Sys Mod U1900 Sys Mod 10 A 10 A m 10 A 10 A 50 A 10 A 50 A 50 A 50 A All tower top radio units will receive power from the COVP In ground based radio deployments the system module will supply power to the radio units. In the instance of a ground based radio the system module breaker will need to be upgraded to 50A (as depicted in this sheet) instead of the 1 OA breaker used for a tower top deployment kW 161" --- . - !AI • Itt,9TdlLrt,,N1-itoi0/114i lithmuruhTlGmit 5 -I-I-uPI-'.-u, v -I -t r. - l a-I-ta l a- FRIA/FRIE AWS UMTS FRIA/FRIE AWS UMTS FRIA/FRIE AWS UMTS FSME U2100 FSME 1 1900 SMB GSM 50 A B 11+ W f 50Amp COVP Breaker Modification 50 A 50 A 50 A The 150A breaker will come factory installed with a 3 -pole bridge on the top. In order to install the COVP power leads, this bridge will need to be removed. Each breaker position wit then receive 1 of the 3 power leads Do not attempt to install all three COVP power leads into the single bridge. DC WIRING DIAGRAM NTS Pile ma. together with N eon a.dflnepresent. ...n ba herein. on i "17naaeonoo Eppv withoutwritteau in a. ePirnlecin Associates. Inc. shall be wiNwt Ibblity to Kunly-Harsh and Associates. Inc.n T • •Mobile is 1300 CONCORD TERRACE, SUITE 200 SUNRISE, FL 33323 =PROJECT INFORMATION: 6MD1113A PRESBYSTERIAN CHURCH 602 NE 96TH STREET MIAMI SHORES, FL 33138 CITY OF MIAMI SHORES =CURRENT ISSUE DATE: APRIL 11 2016 -ISSUED FOR: 700 MHz UPGRADE -REV.:=DATE: DESCRIPTION: fit'\\\\!II1/iti�/ =SEAL: \N ev.t,.f q.. ,2 '9 s 455 = * 04 11-2016- ;% 13 s - OF • 4, - SNA I WEST j,.,..1 t 2016 ` MLEY-H0 1920.iACKI PALM ?Se6"s • •®I! -:;a', %. ,.. e F N AND ASSI�I.TS, • VI WAY, S BEACH, FLORID ”5-0665 • M000o0696 ,fin • 0 Ti40 A• 33111 • • • • -PROVIDER: •----• - •••• • •••• • • • • • ••• •• ••• • • • • • -DRAWN BY:=CHK. AVV.•- • AMM ••• •• <KM ••.•1S(M • • • (CENSURE: • • KEVIN K. MARAJH PE 71455 MARIA VICTORIA MARTIN PE 72397 ARNOLDO A. ARTILES PE 70645 HEET TITLE REFERENCE DC DIAGRAM HEET NUMBER REVISION E-2 KHA Job # 044328022