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CC-19-1714
g 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 QBUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED A 2 2019 BY: y FBC 20 1:-t Master Permit N4D - () — jq Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 602 NE 96th ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 -3206-014-1410 Is the Building Historically Designated: Yes NO x Occupancy Type: 6800 Load: Construction Type: II-B Flood Zone: No BFE: NA FIFE: NA OWNER: Name (Fee Simple Titleholder): Northeast Presbyterian Church Phone#: 305-815-5014 Address:602 NE 96 ST City: Miami State: FL Zip: 33138 Tenant/Lessee Name: Sprint Email: cmiller@trunorthe.com .,,_ _.. 941-320-6843 CONTRACTOR: Company Name: Sobe Construction Corp Phone#: Address: 2050 Coral Way, Suite 204 561-777-6037 City: Miami State: FL Zip: 33145 Qualifier Name: Ly Lima Phone#: 305-206-8486 State Certification or Registration #: CGC1514648 Certificate of Competency #: DESIGNER: Architect/Engineer: Morrison Hershfield Phone#: 954-577-4655 Address: 2 S University Drive, Suite 245 City: Plantation State Value of Work for this Permit: $ 13,000.00 Square/Linear Footage of Work: _ FL zip:33324 Type of Work: ❑ Addition ❑ Alteration ❑ New ■❑ Repair/Replace ❑ Demolition Description of work: Sprint (M103XC065) adding antenna equipment to existing telecom facility. Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) NA Bonding Company's Address City State Mortgage Lender's Name (if applicable) NA Mortgage Lender's Address City State Zip 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 on estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien low 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. z/ Signature ' OWNER o AGENT The foregoing instrumenn�t, was acknowledged before me this c'� u� r E f day of r rl l y� 20 t ') by who is personally known to me or who has produced !i%l l�vt .5 l- Iec-- f s;ty as identification and who did take an oath. NOTARY PUBLIC: Signature^ CONTRACTOR The for going instru ent was acknowledged before me this �� day of / i W, t l ` .20 I �� by LI J who is personally known to me or who has produced 1b_. r)iye cS as identification and who did take an oath. NOTARY PUBLIC: Sign: Y ��X�C14Sign: Print: Print: lGyviu c ! a/GS / G-- S / t � lflytlyq Seal: c`''`Y vUQ�% STEVEN L SILVESTR Seal: FRANCISCO G. LOPEZ = MY COMMISSION FF 992378 MY COMMISSION 9 GG311543 s� EXPIRES Auc,-st?3,2020 «nor EXPIRES: March 14,2023 Mn,4AdThn:Eud9et �aryS"4"5 APPROVED BY Plans Examiner Zoning h_ Structural Review (Revised02/24/2014) Clerk 2019 FLORIDA NOT FOR PROFIT CORPORATION ANNUAL REPORT FILED DOCUMENT# 713938 Apr 22, 2019 Entity Name: MIAMI SHORES PRESBYTERIAN CHURCH Secretary of State Current Principal Place of Business: 2647753250CC 602 N E 96 ST MIAMI, FL 33138 Current Mailing Address: 602 N E 96 ST MIAMI, FL 33138 US FEI Number: 59-0689708 Certificate of Status Desired: No Name and Address of Current Registered Agent: MIDDLETON, J. LANE III 2121 PONCE DE LEON BLVD - STE 600 CORAL GABLES, FL 33134 US The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Officer/Director Detail : Title PT Title VT Name TIMKO, THOMAS Name WARDLE, PETER Address 700 NE 96TH STREET Address 3536 NE 168TH ST APT # 501 City -State -Zip: MIAMI SHORES FL 33138 City -State -Zip: NORTH MIAMI BEACH FL 33160 Title ST Name BENTON,LAUREN Address 230 NE 100TH STREET City -State -Zip: MIAMI SHORES FL 33138 I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 617, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: THOMAS TIMKO PT 04/22/2019 Electronic Signature of Signing Officer/Director Detail Date LETTER OF AUTHORIZATION TO MIAMI SHORES VILLAGE: APPLICATION FOR ZONING[USE./BUILDING PERMIT The undersigned Lv Lima authorized representative of Sobe Construction Corp (CGC1514648) of the below described Property ("Qualifier"). does;do hereby appoint ltfilena Vasco of Morrison Hershfield, as agent for the purpose of consummating any application necessary to ensure its ability to use and/or constrict improvements to the Property leased or licensed to it for the purpose of constructing a wireless communications facility. I understand that the application may be denied; modified or approved with conditions and that those conditions or modifications Must be complied with prior to issuance of building permits. GC hereby authorizes the employees of the Miami Shores Village to enter upon the Property during normal business hours as necessary to inspect the Property for the purpose of processing this application. Property Located at: 602 NE 96°' ST ("Property") Assessor's Parcel Number: 1 1-3206-014-1410 Qualifier's Narne (print): Lv Lima -- I. Signature:;-- --/ Title: President The foregoing instrument was acknowledged before Me this a day of r11 1 2019, by (,u (—iMC�, who is personally known to me or who has produced , f-Mc-h C"J AYL as identification and who did take an oath. NOTARY PUBLIC: Sign: sue.! Print:1 ,ncsLo LQ&,2- Site Cascade ID #: M103XC06-5 "� FRANCISCO G. LOPEZ �'n' COMMISSION 9 GG311543 '+orcloa�' EXPIRES March 14, 2023 THE SOS JIMMY PATRONIS CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 1/15/2018 PERSON: LIMA FEIN: 208546316 BUSINESS NAME AND ADDRESS: SOBE CONSTRUCTION, CORP. 2050 CORAL WAY STE 204 MIAMI FL 33145 SCOPE OF BUSINESS OR TRADE: Licensed General Contractor EXPIRATION DATE: 1/15/2020 LY IMPORTANT: Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 Sprint \� October 21, 2016 RE: Letter of Authorization for licenses, permits or approvals by Morrison Hershfield and TruNorthe as authorized agents for Sprint. To Whom it may Concern: Sprint hereby authorizes Morrison Hershfield and TruNorthe to act on it's behalf in connection with wireless facility upgrades in the South Florida market. This includes securing necessary licenses, signing permit applications, as well as all necessary other permits or approvals required in connection with telecommunications facility modifications. Authorized individuals include: Morrison Hershfield Penny Bolt Robert Lara Milena Vasco TruNorthe Tracy Snow Pete Snow Curtis Miller Tamara Steddum Very truly yours, Sprint By: Name: Jason Laskey Title: Real Estate Manager / Program Manager III Phone: 305-321-5655 County of Broward Sprint The foregoing instrument was acknowledged before me this Jason Laskey, 10-16-16 (date), by Jason Laskey, Srint Real Estate Manager, 6700 N Andrews Ave who i ersonally known to r who has produced (type of identification) as identification. Suite 700 p;''" ►t� p MACKENZIE BOLT Fort Lauderdale, FL 33309E 1. my �w n o��� Notary Public ��..or Printed Name: P Mackenzie Bolt EXPIRES Jamxvy 20. 2Dia My Commission expires: 01-20-2018 !! ancfa F1O =m Commission #: FF084495 TFuNO ,#Le April 15, 2019 Miami Shores Presbyterian Church Attn: Mr. David Kinchen 602 Northeast 96`' Street Miami, FL 33138 RE: BP Application, EP Application, and Notice of Commencement for Miami Shores Village, Sprint site MI03XCO65 located at 602 Northeast 96' Street, Miami, FL 33138 Dear Mr. Kinchen, Please see attached with this cover letter the BP App documents for Miami Shores Village and Sprint site MI03XC065. Please sign and have the signatures notarized and the full document package returned to Milena Vasco at Morrison Hershfield in the self-addressed stamped envelope. If you have any questions, please do not hesitate to contact me. Regards, Curtis Miller, Project Manager TruNorthe, LLC an authorized representative of Sprint 4741 Selma Street Sarasota, FL 34232 941-320-6843 cmiller@trunorthe.com WAVL101 ACORU' CERTIFICATE OF LIABILITY INSURANCE �•.-�-�" DATE 19Y} osrz$rzo19 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 have ADDITIONAL INSURED provisions or 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 endorsements . PRODUCER 561-966-8883 Evergreen Insurance Agency 683 105th Avenue N, Ste 2 Royal Palm Beach, FL 33411 CONTACT PHONE, 561-966-8883 PAX 561.964-88$5 AIC No, Ex11: AIC, No): MDREss: INSURERS AFFORDING COVERAGE NAIC N INSURERA: Colony Insurance Company _ INSURED Wave Link Corp. of Puerto Rico 87961 Old Hwy. Islamorada, F[. 33036 INSURER B:Capitol Specialty Ins. Corp INSURERC, Travelers 10647 INSURER D : Evanston Insurance Company35378 _ INSURER E: Markel American Insurance Co. INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 TYPE OF INSURANCE ADDL SUB POLICY NUMBER POLICY EFF MMnnfyYV POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR _ 103GL0020881-01 04/20/2019 04/2012020 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISESEa occurrence) 100,000 $ MED EXP (Anyoneperson) $ 10,000 B X Pollution EV20180847-02 04/20/2019 04120/2020 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY ❑ jEo LOC GENERALAGGREGATE $ 2,000,000 PRODUCTS -COMP/OPAGG $ 2,000,000 Pollution 5,000,000 OTHER: C AUTOMOBILE LIABILITY COMBINED e aBINEDSINGLE LIMIT ccident)$ 1,000,000 X BODILY INJURY Perperson) $ ANY AUTO BAON0901661942G 04/30/2019 04/30/2020 OWNED SCHEDULED AUTOSONLYAUTOS BODILY INJURY Per accident $ X ER PPorr a., nl AMAGE $ Vu E AURS ONLY X AUTOS ONNL9 PIP $ 10,000 D X UMBRELLALIAB X OCCUR EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 EXCESS LIAR CLAIMS -MADE MKLV2EUL103264 04120/2019 04/20/2020 DED I I RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y I N OFFICER//MEMBEER EXCLUDED? ECUTIVE a (Mandatory in NH} If yes, describe under NIA PEA FOR H E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT E Riggers MKLM31M0049723 04/20/2019 04/2012020 1,000,000 E Installation MKLM31M0049723 04/20/2019 04/2012020 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) Adam Myers - GC #CGC1611713. Jose Barreto - EC #13007738. Miami Shores Village 10050 N.E. 2nd Ave. Miami Shores, FL 33138 MIAMISH 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 ACORD 25 (2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date: 09/06/2019 Parcel Number 602 NE 96TH ST, Miami Shores, FL 33138 1132060141410 Contacts Permit No.: CC-07-19-1714 Permit Type: Building (Commercial) Work Classification: Alteration Permit Status: Approved Expiration: 03/04/2020 MIAMI SHORES PRESBYTERIAN CHURCH Owner CHURCH 602 NE 96 ST, MIAMI, FL 331382742 Other:3057549541 SOBE CONSTRUCTION CORP Contractor LY LIMA 2050 CORAL WAY 204, MIAMI, FL 33145 Business:3052068486 Description: SPRINT (M103XC065) ADDING ANTEValuation: $ 13,000.00 Inspection Requests: 1305-762-4949 EQUIPMENT TO EXISTING TELECOM FACILITY ANTENNA Total Sq Feet: 0.00 mj Fees Amount Payments Date Paid Amt Paid Total Fees Total: Amount Due: Building Department Copy 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 accurate and that all work will be done in compliance with all applicable laws re u ating constructionand zoning. Futhermore, I authorize the above named contractor to do the work stated. ( Authorized Signature: Owner / Applicant / Contractor / Agent Date September 06, 2019 Page 2 of 2 SKURES y<< Miami Shores Village -, F� q� Building Department 10050 NE 2nd Ave. AFL-oRID °d Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by Sprint to perform special inspector services under the Florida Building Code 51h Edition (2014) and Miami Dade County Administrative Code at the S14ro #W1Io32C`965' project on the below listed structure as of (date). I am a registered arch itect/professional engineer licensed in the State of Florida. Process Number: Special Inspector for Reinforced Masonry, Section 2122A of the FBC 51h Edition (2014) — ..0 • Miami Dade County Administrative Code, Article li Section 8.22 Special Inspector for . �.""• • • • •; • —Trusses > 35 ft. long or 6 ft. high Steel Framing and Connections welded or bolted ...... — Soil Compaction • • • • • • • • ... ...... . ... ..... Precast Attachments • • _ ..'..' �, • — Roofing Applications, Lt. Weight. Insul. Conc. �: �: •, Other •���% Note: Only the marked boxes apply. • The following individual(s) employed by this firm or me is authorized representative to perform inspection* I. Ya in Way 2. Z,06e r+ LAM 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified b) education or licensure to perform the duties assign by 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 Shores Building Department 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 Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miatni Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the manddat�or�tpspections performed by the department. Further, upon completion of work under each Buildi _ ntfV!1►f'ilbmit to the Building Inspector at the time of the final inspection the completed ins�iaL►�to(1.fnet'f ��aled statement indicating that, to the best of my knowledge, belief and p�0 ess'tthoseQortions of the project outlined above meet the intent of the Florida Building Oode•tnd ke i ntf%l actS�ordance with the approval plans. * ;� Engineer/Architect Name 8d a 31�d OF Print • ���� Address Z t, 42- $ SS ''......••. G �'�aN7ta lc� , Fl 333Z-+ ERICSSON i Ry TAKING YOU FORWARD MORRISON HERSHFIELD Ms. Sylvia Mendoza Morrison Hershfield Ericsson, Inc. 1455 Lincoln Parkway, Suite 500 2600 Maitland Center Pkwy ,Atlanta, GA 30346 Maitland, FL 32751 (770) 379-8500 (228) 235-0044, Date: June 13, 2019 Subject: Mount Structural Analysis Report J Y p Sprint Designation: Site Name: MIAMI SHORES PRESBYTERIAN CHURCH Site Cascade: M103XCO65 . . .... ...... Site Address: 602 NE 96thStreet Miami Shores, Miami -Dade C3euni , FL 88a38. Site Coordinates: Latitude: 25' 51' 48.6" N, Longitude: 80' 11' 09.56.*No •� ...... Tower Description: 160 ft — Steeple Tower • • • Mount Description: Pipe Mount . .. ..... ...... . ... ..... Morrison Hershfield Project Number: ERC-381 / 1803499 "' "' •' • ...... • . . . . Dear Ms. Mendoza, ...... ...... Morrison Hershfield is pleased to submit this " •• ' Mount Structural Analysis Report" to determine the structural integrity of proposed antenna mounfng system for the proposed antenna and equipment on the above mentioned supporting tower structure. Analysis of the existing supporting tower structure is to be completed by others and therefore is not part of this analysis. This mount analysis has been performed in accordance with the 2017 Florida Building Code, 6th Edition, based on an ultimate 3-second gust wind speed of 175 mph per Section 1620.2, as required by the Exception of Section 1601.1. Exposure Category C and Risk Category II were used in this analysis. Our analysis demonstrates that the proposed pipe mounts ARE in conformance with the requirements of the above noted standards under the effects of loading described. Summary of Results Mount Components 1 3.2% 1 Sufficient We at Morrison Hershfield appreciate the opportunity of providing our continuing professional services to you and Ericsson, Inc. If you have any questions or need further assistance on this or any other projects please give us a call. Respectfully submitted by: Morrison Hershfield Yan Wang, P.E. (FL License No. 62209) Senior Engineer Certificate of Authorization # 8508 poi N eel * : No 62209 :9p TE O •41J• �i,;SION A, E?��`� 3 Rooftop Mount Structural Analysis Report Project Number: ERC-381 / 1803499 May 9, 2019 Page 2 INTRODUCTION This is a 160 ft Steeple tower. Existing and proposed antennas and equipment are to be installed at a mount elevation of 70.5 ft and 76.3 ft on the existing and proposed pipe mounts. ANALYSIS CRITERIA The following design parameters have been used in our analysis: Design Standard: 2017 Florida Building Code, 6th Edition ASCE 7-10, Minimum Design Loads for Building and Other Structures AISC 325-11, Manual of Steel Construction Design Wind Speed: 175 mph (Ultimate 3-sec gust) Risk Category: II Exposure Category: C Topographic Factor, KZt: 1.0 ' •' • Design Ice Thickness: 0.0 in : .'. "" Wind Speed with Ice: 30 mph (Nominal 3-sec gust) Seismic Ss: 0.043 • Seismic Si: 0.021 The mount analysis was based on the following documentation: Table 1 — Documentation ... 0 : • . 0000 . Document Description :.. $Durce Structural Analysis Report Tower Engineering Professional, Inc., Project #: 51144.12849, ;�� Client dated 07/14/2014 As -Built CDs Allpro Consulting Group, Inc., Project #: 11-6722, dated 07/25/2015 Client Mount Analysis Report Morrison Hershfield, Site Cascade: M103XC065, dated 07/12/2018 MH Construction Drawings Morrison Hershfield, Site Cascade: M103XC065, dated 04/15/2019 MH RF Data Sheet T Sprint, Site Cascade: M103XC065, dated 04/16/2018 Client m Rooftop Mount Structural Analysis Report Project Number. ERC-381 / 1803499 May 9, 2019 Page 3 1.0 ANALYSIS LOADING The existing and proposed antennas, transmission lines and other equipment considered in this analysis were provided by the client and are noted in Table 2. Table 2 — Antenna Loads Mount C.L (ft Antenna C.L (ft Antenna Description Location TX -Lines Note PROPOSED (3) AIR 6488 Panel 60°/150°/270° 76.3 76.3 (3) 3.0 STD Pipe Mount, 42 in Long _ (3) Hybrid 1,3 EXISTING 70.5 70.5 (3) RFS APXVERR1 8-C-2-191 01 Panel 60'/1500/2700 (3) Hybrid.. • • • • 2 • • • (3) Ericsson RRUS 11 RRH (3) Ericsson RRUS-31 RRH 76.3 76.3 (3) Commscope TTTT65AP-lXR Panel 60°/150°/2 :) Hybrid • 4 (3) NSN FZHJ RRH _ • • • Note: Any discrepancies in loading from this listing should be brought to Morrison Hershfielo%*A%ntion; *Moult % of this assessment cannot be used if the loading is different. • • • • • • • 00000 1. Proposed antennas. • • • • • • • • • • ..... 2. Existing antennas and equipment to remain. • • • • • • ...... 3. If existing mount does not meet requirements, install new (1) 3.0 STD Pipe Mount, 42" lorng:x sector. .' 4. Existing antenna and equipment to be removed and have not been considered in this amalysiss ....:. ANALYSIS PROCEDURE RISA-3D (version 17.0.2), a commercially available analysis software package, was used to create a three- dimensional model of the antenna mounting system and calculate member stresses for various loading cases. A tool internally developed by Morrison Hershfield, was used to calculate wind loading on all appurtenances, dishes and mount members for various loading cases in accordance with ASCE 7-10 standard, selected output from the analysis is included in the attachments. �u� Rooftop Mount Structural Analysis Report Project Number: ERC-381 / 1803499 May 9, 2019 Page 4 2.0 ASSUMPTIONS 1) The antenna mounting system was properly fabricated, installed and maintained in good condition in accordance with its original design, TIA Standards, and/or manufacturer's specifications. 2) The configuration of antennas, mounts, and other appurtenances are as specified. 3) All member connections are assumed to have been designed to meet or exceed the load carrying capacity of the connected members unless otherwise specified in this report. 4) The analysis will be required to be revised if the existing conditions in the field differ from those shown in the above -referenced documents or assumed in this analysis. No allowance was made for any damaged, missing, or rusted members. 5) Prior structural modifications to the tower mounting system are assumed to be installed as shown per available data. 6) Steel grades have been assumed as follows, unless noted otherwise: Pipe ASTM A53 (GR 35) Connection Bolts ASTM A325 7) The proposed mount geometry and member sizes are taken from the construction drawings prepared by Morrison Hershfield, Site Cascade: M103XC065, dated 04/15/2019, and is considered to be•rtyteCt. Z * 0 0 : 8) The proposed loading is taken from the construction drawings prepared by Mwfisbn Herrsbfield, Site .• Cascade: M103XC065, dated 04/15/2019, and is considered to be correct. ....,. 9) The existing loading is taken from the structural analysis report by Tower Engirr&er6g� Professional, Inc,, Project #: 51144.12349, dated 07/14/2014 and also from as -built cds by AllprQ•Con�ulting4 ro%p, Inc,;**-*: Project #: 11-6722, dated 07/25/2015, and are considered to be correct. • • • • • • • .. •.. This analysis may be affected if an assumptions are not valid or have been made in error.*R/Iorris0 I*e shfiel�:::: Y Y Y P n. t �..... should be notified to determine the effect on the structural integrity of the antenna mouiaUragirstem. 00 . . . . ...... 3.0 SUMMARY OF RESULTS The following tables summarize the location and utilized percentage of available capacity for each eom*p*onent of the mount. With consideration to the appropriate safety factors, 100% represents the full capacity of the component. Percentages below 100% indicate available capacity and conformance of the component. Percentages between 100% and 105% indicate an acceptable capacity. Percentages above 105% indicate an overstressed situation requiring structural modification to ensure conformance with the applicable codes and standards. Based on our analysis results, the proposed pipe mount IS within capacity to support the loads under the current loading scenario. Mount Component Stresses vs. Capacity (Pipe Mount) Critical Mount Notes Component Member Centerline (ft) % Capacity Pass / Fail 1 Mast Pipe M1 76.3 3.2 Pass Structure Rating (max from all components) = 3.2% 4.0 RECOMMENDATIONS The proposed pipe mount has sufficient capacity to support the proposed load configuration. No modifications are required at this time. ATTACHMENTS: Software Input Calculations, Wire Frame and Rendered Models, Software Analysis Output, Additional Calculations, and RF Data Sheet AAh Rooftop Mount Structural Analysis Report Project Number., ERC-381 / 1803499 _ May 9, 2019 --- _'"—Page.5.� WIND LOAD CALCULATIONS ON APPURTENANCES: Code Search Code: 2017 Florida Building code i i Occupancy: Occupancy Group = B Business Occupancy Category & Importance Factors: Occupancy Category 1 Category IV. Buildings and other structures designated as essential facilities.... Wind Loads - Other Structures: ASCE7- 10 ust all *m WirU!Prt sSUres•.'• ...... .. ...... Wind Factor = 1.00 Gust Effect Factor (G) = 0.85 Ultimate Wind Speed = Kzt = 1.00 Exposure = ...... 175 mph •••••� ...... . ... . . . . 1. Sprint's Proposed (1) Ericsson Air 6488 Panel (31.89"x15.75"x7.87", Wt = 95.9 Ib),.Totahof (3) . Front: • A. Solid Freestanding Walls & Solid Signs (& open signs with less than 3004 opign) .. s/h = 003 Case A & B • • • - Dist to sign top (h) 76 3 ft B/s = 0.49 Cf = 1.85 Height (s) 2.7 ft Lr/s = 0.00 F = qz G Cf As = 125.3 As Width (B) 1 3 ft Kz = 1.196 As = 3 5 sf Wall Return (Lr) = 0 0 ft qz = 79.7 psf F = 437 Ibs Directionality (Kd) 0-851 ASCE7 Load Combinations Used Side: A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) s/h = 0.03 Case A & B Dist to sign top (h) 76.3 ft B/s = 025 Cf = 1.85 Height (s) 2 7 ft Lr/s = &00 F = qz G Cf As = 125.3 As Width (B) 0-7 ft Kz = 1 196 As 1-7 sf Wall Return (Lr) = 0.0 ft qz = 79.7 psf F = 218 Ibs Directionality (Kd) 0.85 ASCE7 Load Combinations Used WIND LOAD CALCULATIONS ON MOUNT MEMBERS: 1. P3STD Antenna Pipe (3.5" O.D.) Wind Load w = (54.2 psf) (3.5/12 ft) = 16 Ibs/ft B. Open Signs & Lattice Frameworks (openings 30% or more of gross area) Height to centroid of Af (z) ' 76 3 ft Width (zero if round) Diameter (zero if reel 0 3 ft D(gz)".5 = 2.60 Percent of open area I = 0 to gross area 100.0% Cf = _ _ 0.8 Directionality (Kd) 0-851 ASCE7 Load Combinations Used Kz = 1.196 Base pressure (qz) = 79.7 psf F=%GCfAf = 54.2 Af Solid Area- Af = 0 0 sf F = 0lbs Rooftop Mount Structural Analysis Report Project Number: ERC-381 / 1803499 May 9, 2019 Page 6 CONNECTION CHECKS Pipe Mount to Concrete Wall Connection Check (Per Connection): Maximum envelop factored reactions from RISA-31D Inin+ V rb.l I r` V riki I (` 7 rb.t I r• AAV r'F, w I r` RAV rlh f+1 I f` RA7 m, w I 1 N6 max 137 6 194.71 5 192.572 8 0 9 125.583 6 0 9 2 min -137 7 -68.021 8 -269.988 5 0 1 -125.583 7 0 1 3 N5 max 137 2 1194.705 4 271.157 4 0 9 125.583 2 0 9 4 min -137 3 -68.023 9 -193.736 g 1 0 1 -125.583 3 0 1 X= 137 Ibs, Y= 195 Ibs, Z=271 Ibs, MY=126 lb-ft Per connection, (2) 1/2" dia. Threaded Rods of A325 grade with a spacing of 12". Resultant reaction at each bolt: Factored Tension: (271/2)+(126/(12"/12)) = 262 Ibs Factored Shear: (1372+1952)0.5/2 = 119 Ibs Per AISC -14th Edition, Table J3.2, for A325 bolts: Fnt= 90 ksi and Fnv= 54 ksi cpRr1= 0.75Rr1(Per Section J6, eq. J3-1) Allowable Tension = 0.75 x 90 Ab = 13254 Ibs >> 262 Ibs [OK] Allowable Shear = 0.75 x 54 Ab = 7952 Ibs >> 119 Ibs [OK] Tension Capacity = 262/13254 = 2.0% Shear Capacity = 119/7952 = 1.5% . . .... ...... ...... .. ...... .... . .. ..... ...... . ... ..... .. .. .. . ...... . . . . ...... • • • • • • • • • • • • • • • • • •• • •• • ••• • • ••• • ••• • • • • • • • •• • ••• • • • • •• ••• • • • • • • • • • • • • • • • ••• • • •• • • • • • ••• • • •• • • •• Envelope Only Solution I Morrison -Hershfield M103XCO65 / MIAMI SHORES PRESBYTERIAN CHURCH SK - 1 PK May 9, 2019 at 9:30 AM ERC-381 / 1803499 Pipe MountAd .. .. . . . .. .. . • . . . . • . . . . + ♦ • . • • s • *so 0 • • • • • • •• • • • • • • • .• • • • . • • s • s • • • Member Length (in) Displayed Envelope Only Solution Morrison -Hershfield PK .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . . ... . ... . . . . . . . . .. . . . . . . . .. . . . . M103XCO65 / MIAMI SHORES PRESBYTERIAN CHURCH May 9, 2019 at 9:31 AM ERC_381 / 1803499 1 Pipe Mount.r3d Loads. BLC 2, Wind X Envelope Only Solution Morrison -Hershfield PK ERC-381 / 1803499 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • ••• • ••• • • • • • • • • • • • • • • • • • 000 • • • • -161b/n 1091b 1091b M103XCO65 / MIAMI SHORE Company Morrison -Hershfield May 9, 2019 GRISA Designer PK Checked AM ke Job Number ERC-381 / 1803499 Checked By: GLC Model Name M103XCO65 / MIAMI SHORES PRESBYTERIAN CHURCH (Global) Model Settings Display Sections for Member Calcs 15 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh(in A2 144 Merge Tolerance in .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration in/sec^2 386.4 Wall Mesh Size in 24 Ei ensolution Convergence Tol. 1.E- 4 Vertical Axis Y Global Member Orientation Plane Xz Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 15th 360-16 : LRFD Adjust Stiffness? Yes Iterative RISAConnection Code I AISC 14th 360-10 : LRFD Cold Formed Steel Code None Wood Code None Wood Temperature < 10OF Concrete Code None Masonry Code None Aluminum Code None - Building Stainless Steel Code None Number of Shear Regions 4 Region Spacing Increment in 4 Biaxial Column Method Exact Integration Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? No Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column 1 Max % Steel for Column 18 . . .... ...... ...... .. ...... ...... 09 . . . . ...... ...... •• • . •• 0 0000 RISA-3D Version 17.0.2 [O:\... \... \... \... \ERC-381 - M103XC065\ERC-381 MAWnalysis\Pipe Mount.r3d] Page 2 Company Morrison -Hershfield May 9, 2019 ORIS �'° Designer PK Checked AM ke Job Number ERC-381 / 1803499 Checked By: GLC Model Name M103XCO65 / MIAMI SHORES PRESBYTERIAN CHURCH (Global) Model Settings, Continued Seismic Code None Seismic Base Elevation in Not Entered Add Base Weight? Yes Ct X 0 Ct Z 0 T X sec Not Entered T Z sec Not Entered RX 1 RZ 1 Hot Rolled Steel PrODerties Label E ksi G [ksil Nu Therm \1E5 F Densit k/ftA 31 Yield ksi Ry u ksi Rt 1 A53 Gr.B 29000 1 11154 .3 1 .65 1 .49 35 T 1.6 60 1.2 . . .... ...... Hot Rolled Steel Section Sets • ...... .. ...... 'E 3.0 ...r . •• ..... • Hot Rolled Steel Design Parameters • • • • % .. .. • • .. . • • • • • ...... Label Shape Len th in Lb in Lbzz in Lcomp to ..Lc@m bo4...L-tor... K.r.K... Cb Func.t. r 1 M1 Proposed Pie 42 Lateral:. - - ...... Joint Boundary Conditions • too* • Basic Load Cases RI C nesrrintinn Catenory X Gravity Y Gravity 7 Gra__Joint Point Distrihuted Are__ S___ 1 DL -1 2 2 Wind X _ _DL_ WLX 2 1 1 3 Wind Z WLZ 2 1 2 Member Point Loads (BLC 1 : DO Magnitude[lb.lb-ftl — Member Point Loads (BLC 2: Wind X) Member Point Loads (BLC 3: Wind Z) RISA-3D Version 17.0.2 [O:\... \... \... \... \ERC-381 - M103XC065\ERC-381 MAWnalysis\Pipe Mount.r3d] Page 3 Company Morrison -Hershfield May 9, 2019 OGROSA Designer PK Checked AM ke DJob Number ERC-381 / 1803499 Checked By: GLC Model Name M103XCO65 / MIAMI SHORES PRESBYTERIAN CHURCH Member Distributed Loads (BLC 2: Wind X) Member Label Direction Start Ma nitude Ib/ft F s End Ma nitude Ib/ft F s Start Location in % End LocationfinAl 1 M1 I X -16 -16 1 0 1 96 Member Distributed Loads (BLC 3: Wind Z) Load Combinations Description Solve PDPIta S RI C Fartnr RI C Fartnr RI r. Farf RI ( �©■mom moll ������in © / I ITITA Too INS • 1 MMEMENE90FIN 0 1 • . 1 WindZ Efl •••••• • ••• Envelope Joint Reactions • • • • • • • • Joint X Ib LC Y rlbl LC Z [IbI LC MX Ib-ft LC MYfib- LC, MZ 11-it • • L .• 1 N6 max 137 6 194.71 5 192.572 8 0 9 125.583• a g • • • • 2 min -137 7 -68.021 8 -269.988 5 0 1 -125.583 7 Q• • 1 3 N5 max 137 2 194.705 4 271.157 4 0 9 125.583 2 0 g 4 min -137 3 -68 023 g -193.736 9 0 1 -125.583 3 0 1 5 Totals: max 274 6 168.914 1 452.667 8 6 min -274 3 108.588 6 -452.667 5 Envelope RISC 15th(360-16): LRFD Steel Code Checks Member Shape Code Check Locrinj LC Shear Check Loc in LC hi*... hi*... hi*... hi... Cb E... 1 M1 PIPE 3.0 .032 38.938 4 .014 38.938 4 610... 652...574.. 574.. 1 H.. RISA-3D Version 17.0.2 [O:\... \... \... \... \ERC-381 - M103XC065\ERC-381 MA\Analysis\Pipe Mount.r3d] Page 4 A • --- 0 0 0*0 0 0 0 000 • • • • • • • • i �iE .i • • • I Fe» • • w•• w • • • w•• • ••• • ••• • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • ••• • ••• •• • • c+) 0 IAMI SHORES PRESBYTERIAN CHURCH SK-8 May 9, 2019 at 9:32 AM Pipe Mount.r3d ,1k Z X Member Shear Checks Displayed (Enveloped) Envelope Only Solution Morrison -Hershfield PK ERC-381 / 1803499 M103XCO65 / MIAMI SHORES PRESBYTERIAN CHURCH SK-9 May 9, 2019 at 9:32 AM Pipe MountAd - n�SA 0410.0@ AMEitICAN SOCIETY OF COIL ENGINEERS Address: No Address at This Location ASCE 7 Hazards Report Standard: ASCE/SEI 7-10 Elevation: 7.64 ft (NAVD 88) Risk Category: II Latitude: 25.863514 Soil Class: D - Stiff Soil Longitude:-80.184758 � M I rr I' 1 • •1a4J1� 1�.�. � c. mows Wind F nlh1.+ 1 M.1'il: •'.Ilal I.n 1 Lha..i I•.x Jrl - I Kdeah • • • • • r.. I L ar.n • • .han l • '•'.I .a Era •.• • • • • • •••• • •• •••••• • ••• •• •• •• • Results: Wind Speed: 169 Vmph 10-year MRI 90 Vmph 25-year MRI 112 Vmph 50-year MRI 127 Vmph 100-year MRI 139 Vmph Data Source: ASCE/SEI 7-10, Fig. 26.5-1A and Figs. CC-1-CC-4, incorporating errata of March 12, 2014 Date Accessed: Mon May 06 2019 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-10 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is in a hurricane -prone region as defined in ASCE/SEI 7-10 Section 26.2. Glazed openings shall be protected against wind-borne debris as specified in Section 26.10.3. Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind conditions. httMHasce7hazardtoo1.on'ine/ Page 1 of 3 Mon May 06 2019 ASCE* AMERICAN SOCIM OF CIVIL ENGINEERS Seismic Site Soil Class: D - Stiff Soil Results: SS 0.043 SIDS : 0.045 S, 0.021 Sol 0.033 Fa 1.6 TL 8 Fv 2.4 PGA: 0.02 SMS : 0.068 PGA M : 0.032 SM, 0.049 FPGA 1.6 le : 1 Seismic Design Category A A n7 MCER Response Spectrum 006 005 004 003 0.02 0,01 0 0 30 Sa (9)vs T(s) 0.045 0.040 0.035 0.030 0.025 0 020 0.015 0.010 0 005 0 to Design Response Spectrum • • • • .... . .. ..... ...... . ... ..... a (g) Vs T(s) • • • Data Accessed: Mon May 06 2019 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-10, incorporating Supplement 1 and errata of March 31, 2013, and ASCE/SEI 7-10 Table 1.5-2. Additional data for site -specific ground motion procedures in accordance with ASCE/SEI 7-10 Ch. 21 are available from USGS. https://asce7hazardtool.onIine/ Page 2 of 3 Mon May 06 2019 AMERICAN SOCIETY OF CIVIL ENGINEERS Ice Results: Ice Thickness: Concurrent Temperature Gust Speed: Data Source: Date Accessed: 0.00 in. 25 F 30 mph Standard ASCE/SEI 7-10, Figs. 10-2 through 10-8 Mon May 06 2019 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 50-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. ..Y�. ...... . . .. . ... . ...... .. ...... The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as iS''&"without warranties of : 0 0 0 0: any kind. The location data included herein has been obtained from information developed, produced, and mair tai"e(#by thirdperty providersr or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort toA".Ata obtainecLfiom ..... reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy,FpgipW�ness, nwiabWfy, ,.;.. • currency, or quality of any data provided herein. Any third -party links provided by this Tool should not be constrW�& g%tin endd%en%n:, •....0 affiliation, relationship, or sponsorship of such third -party content by or from ASCE. . ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgrtlent of a comp��pt; 0 •. •• • • professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the stand artlo f careqrequired of suc* 0 professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. .. . . .. . . . In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https://asce7hazardtool.onlipe/ Page 3 of 3 Mon May 06 2019 Augment ID: M103XC065S18.1 RFDS ID: 168776 Site Identification Cascade Mioazco6s SMS Schedule ID SMS Schedule Name MaesN. MIMo PID RRU OEM E— Switch OEM ERC RFDS Issue Date 2at6-m-o1 to 15— Contact Information Engineer Email a maemota:eelan•spm Sprint Badged RF Engineer RF Engineer Email a mad.monz.aN@apx�t.com RE En ineer Phone rr 95a-5552 RF Marra henry Gutierrez RF Marra er Email Rey .eenezms nm.— RFMana er Phone W9s2970 Location Details Latitude 215s6351.11 Lon nude Mdrk¢t mt—/Was Paim Rion a Uu Cit Miami sttwee State Pt Zip Code FL33136 RFDS 13-ision Date 2016-a-t615:4756.0 Odrflef Count I Count RFDS Revision a 2500 LIEFilter 9 Sector Count 19O0 LTE 5OOMHz a Analysis Con,lete No 1900 EVDO 19OOMHz RFDS - Issue Date OW01,916 1900 Voice �OOMHZ Desi n Status complete p0 LTE Border Anal sis Com lele No 00 Voice Project Description LIE Relay Model GPS Antenna Model Ancillar Cabinet) Model Model Number Model Number Model Number Weight (Lbs.) Wei ht Lbs. Weight Lbs. Dimensions In. Dimensions In. Dimensions In. UE Relay Azimuth Manufacturer Manufacturer Manufacturer GPS Antenna needed at site UE Relay CL Height (meters) Battery Backup Cabinet Model Model Number Wei ht Lbs. Dimensions In. Manufacturer Junction Box Model Model Number Wei ht Lbs. Dimensions In. Manufacturer )unction Boxes needed at site BTS N2 Model Model Number Wei ht Lbs. Dimensions Qn.) Manufacturer Needed at site Ancillary Cabinet) Model_ _ Model Number Weight (Li Dimensions (In.) Manufacturer Repeater Model Model Number Weight Lbs. Dimensions In. Manufacturer Model Number ALL) Top Hat Model Model Number Wei ht Lb,.) Dimensions (In .) Manufacturer • • • • • • • Top Hat quantity BTS p1 Model Model Number Power Protection Cabinet Model Weight (Lb,) • • • Model Number Dimensions In. Weight (Li Manufacturer Dimensions In. Number of BTS Al Manufacturer Power Protection Cabinet • • • • • • • • • • A&E Drawin Requirements • • • • • •• • • •• •••• www.sprintvision.sprint.com Report Date: 05/03/2017 A&E Drawin Requirements • • • • • •• • • •• •••• www.sprintvision.sprint.com Report Date: 05/03/2017 . ... . . ... % .. % .. . . . . . . . . . . Band: 2500 Alpha Beta• • • • • • •t.arvVN • • • • Delta Epsilon Zeta Radio Model • • • • • • .. Model Number ERC MIMO Integrated Radio/Antenna ERC MIMO Integrated R.lio/Ant;na ERC mli4r*agrate*Radio/Antes 4N/i a N/A N/A Weight (Ibs) N/A N/A N/A N/A N/A N/A Dimensions Refer to Antenna model for details Refer to Antenna model for details Refer to Antenna model fore 0t is 00 ' i'• N/A N/A Manufacturer Ericsson Ericsson • • F,rstn: • %A N/A N/A Number of RRUs needed 1 1 1 • • • • 0 • 0 0 RRU to Filter Jumper Make/Model Model Number N/A N/A N/A N/A N/A N/A Weight(lbs) N/A N/A N/A N/A N/A N/A Dimensions N/A N/A N/A N/A N/A N/A Manufacturer N/A N/A N/A N/A N/A N/A RRU to Filter Jumper Qty 0 0 0 0 0 0 RRU to Splitter/Triplexor Jumper Make/Model Model Number N/A N/A N/A N/A N/A N/A Weight(lbs) N/A N/A N/A N/A N/A N/A Dimensions N/A N/A N/A N/A N/A Manufacturer N/A N/A N/A N/A N/A N/A RRU to Splitter/Triplexor Jumper Qty 0 0 0 0 0 0 Filter Model Model Number N/A N/A N/A N/A N/A N/A Weight (Ibs) N/A N/A N/A N/A N/A N/A Dimensions N/A N/A N/A N/A N/A N/A Manufacturer. N/A N/A N/A N/A N/A N/A Filter Model 2 Model Number N/A N/A N/A N/A N/A N/A Weight (Ibs) N/A N/A N/A N/A N/A N/A Dimensions N/A N/A N/A N/A N/A Manufacturer N/A N/A N/A N/A N/A N/A Filter Model 3 Model Number N/A N/A N/A N/A N/A N/A Weight (Ibs) N/A N/A N/A N/A N/A N/A Dimensions N/A N/A N/A N/A N/A N/A Manufacturer N/A N/A N/A N/A N/A N/A Trunk Cable 1 Model Number MIMO Upgrade 1S Hybrid STA/ERC MIMO Upgrade 1S Hybrid STA/ERC MIMO Upgrade 1S Hybrid STA/ERC N/A N/A N/A Weight (lbs.) N/A N/A N/A N/A N/A N/A Dimensions (in.) N/A N/A N/A N/A N/A N/A Manufacturer N/A N/A N/A N/A N/A N/A www.sprintvision.sprint.com Report Date: 05/03/2017 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . Band: 2500 Alpha Beta • • a• • • Delta Epsilon Zeta Trunk Cable 1 Qty Trunk Cable 2 Model Number N/A N/A • • /A • • • • /A. • N/A N/A Weight (Lbs.) N/A N/A • • • N/A • • /A • • N/A N/A Dimensions (In.) N/A N/A • • N/A N/A • • • • • A • • N/A N/A Manufacturer N/A N/A N/A N/A N/A Trunk Cable 2 Qty Trunk Cable 3 • • :.. i • . Model Number N/A N/A N/A • /A. • • • • • N/A • N/A N/A Weight (Lbs.) N/A N/A N/A N/A N/A Dimensions (In.) N/A N/A N/A N/A N/A N/A Manufacturer N/A N/A N/A N/A N/A N/A Trunk Cable 3 Qty Bottom Jumper Make/Model Model Number N/A N/A Weight (Lbs.) N/A N/A /A N/A Dimensions (In.) N/A N/A [N/A /A N/A N/A Manufacturer N/A N/A /A N/A N/A Bottom Jumper Qty 0 0 0 0 Main line Coax Make/Model Model Number N/A N/A N/A WA N/A N/A Weight (Lbs.) N/A N/A N/A /A N/A N/A Dimensions (In.) N/A N/A N/A WA N/A N/A Manufacturer Main line Coax Qty N/A 0 N/A N/A /A N/A N/A 0 0 0 0 Power Junction Cylinder Model Model Number N/A N/A N/A N/A N/A N/A N/A Weight (Lbs.) N/A N/A N/A N/A N/A Dimensions (In.) N/A N/A N/A /A N/A N/A Manufacturer N/A N/A N/A /A N/A N/A Power Junction Cylinder Qty 0 0 0 0 0 0 Optical Junction Cylinder C ty needed Model Number N/A N/A N/A N/A N/A N/A Weight (Lbs.) N/A N/A N/A Dimensions (In.) N/A _ N/A N/A Manufacturer N/A N/A N/A Optical Junction Cylinder Qty needed www.sprintvision.sprint.com Report Date: 05/03/2017 . . ... . . . ... Band: 2500 Alpha Beta • • • • : • G•mwa • • • Delta Epsilon Zeta Antennat • • • • • • • • Model Number AIR 6468 AIR 6468 + • AIR 6Z • • • • • • • Weight (Ibs) 133 133 133 38.3 x 20.5 x 7.2 • • J8.j x 2g.5 x • w • Ericcson • • %44 % N/A N/Q • N/A N/A Dimensions Manufacturer 38.3 x 20.5 x 7.2 Ericcson N/A N/A 1/0 N/A N/A nt1 Top Jumper Make/Mode/Qtyl N/A I o N/A o: 1 I/A: N/A N/A o N/A o Ant 1 RF requested Diameter N/A N/A N/A N/A N/A N/A Ant 1 RF requested Top Jumper Length(ft) N/A N/A N/A N/A N/A N/A Antenna 1 Azimuth 60 150 /A N/A N/A Antenna 1 Mechanical DT N/A N/A N/A N/A N/A N/A Antenna 1 Center Line (ft) 70 70 70 N/A N/A N/A Antenna 1 Electrical DT 2 2 N/A 2 N/A N/A N/A N/A N/A Antenna 1 Electrical DT 2 N/A N/A N/A Antenna 1 Electrical DT 3 N/A N/A N/A N/A N/A N/A Antenna 1 Twist N/A N/A N/A N/A N/A j N/A Antenna2 Model Number Weight (Ibs) N/A N/A N/A N/A N/A N/A Dimensions N/A N/A N/A N/A N/A N/A N/A Manufacturer N/A N/A N/A N/A N/A nt2 Top Jumper Make/Mode/Qtyl N/A t o N/A I o N/A 10 N/A t o N/A o N/A t o Ant 2 RF Top Jumper Diameter N/A N/A N/A N/A N/A N/A Ant 2 RF Top Jumper Length(ft) N/A N/A N/A N/A N/A N/A Antenna 2 Azimuth N/A N/A N/A N/A N/A N/A Antenna 2 Mechanical DT N/A N/A N/A N/A N/A N/A N/A N/A Antenna 2 Center Line (ft) N/A N/A N/A N/A Antenna 2 Electrical DT N/A N/A N/A N/A N/A N/A Antenna 2 Electrical DT 2 N/A N/A N/A N/A N/A N/A Antenna 2 Electrical DT 3 Antenna 2 Twist N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A www.sprintvision.sprint.com Report Date: 04/22/2017 Sprint Technologies Page 4 of 4 PROJECT INFORMATION: STRUCTURE INFORMATION: APPLICANT: LAT: 25°51'48.6" LONG: -80' 11'05.3" ELEV: 8' SITE TYPE: STEEPLE COUNTY: MIAMI-DADE JURISDICTION: MIAMI SHORES VILLAGE OCCUPANCY GROUP: A-3 CONSTRUCTION TYPE: III ERICSSON CONFIGURATION: RIP AND REPLACE SCOPE OF WORK: ERICSSON FURNISHED MA I-FRIALS TO BE INSTALLED: (3) AIR PANEL ANTENNAS (3) 2.5 MEMO HYBRID CABLS POWER/FIBER JUMPERS EQUIPMENT TO BE REMOVED: (3) 2.5 PANEL ANTENNAS (3) 2.5 HYBRID CABLES (3) 2.5 RRU'S ASSOCIATED CABLES & HARDWARE VICINITY MAP: 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 OEM: ERICSSON 6100 SPRINT PARKWAY OVERLAND PARK, KS 66251 LANDLORD: MIAMI SHORES PRESBYTERIAN CHURCH 602 NE 96th STREET MIAMI SHORES, FL 33138 PROFESSIONALS OF RECORD: ROBERT JERRY LARA REGISTERED ARCHITECT, FL LIC. If 92824 MORRISON HERSHFIELD CORPORATION PHONE: (954) 577-4655 riara@morrisonhershfield.com YAN WANG REGISTERED PE, FL LIC. # 62209 MORRISON HERSHFIELD CORPORATION PHONE: (954) 577-4655 ywang@morrisonhershf'ield.com M Nla;l a r,rr�r,: Rt t t` SITE LOCATION SHEET INDEX: RECEIVED SHEET SHEET DESCRIPTION RFVISION JU 25419 NUMBER T-I COVER SHEET & ROOF PLAN A-1 STEEPLE ELEVATION I DY: A-2 ANTENNA PLANS I i.-JJ a .�- A-4 NMIMOCo OR CODING 2.5 MIMO MOD A-5 ANTENNA SCHEDULE & EQUIPMENT INFORMATION I E-1 GROUNDING DETAILS I SP-1 SPECIFICATIONS SP-2 SPECIFICATIONS I CODE COMPLIANCE: SITE CASCADE: ALL WORK SHALL BE PERFORMED AND MATERIALS 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. �J�j MI O � C O � 5 1. 2017 FLORIDA BUILDING CODE - SIXTH EDITION 1 � 2. ACSE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES 3. 2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH EDITION 4. 2017 FLORIDA BUILDING CODE - MECHANICAL, SIXTH EDITION a 5. 2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION 6. 2014 NATIONAL ELECTRICAL CODE (NEC) 7. SIXTH EDITION OF FLORIDA FIRE PREVENTION CODE Knowwhars below. 8. 2015 LIFE SAFETY CODE - NEPA 101 Call before you dig. —coat t.com ROOF PLAN: to I 1 I 1/8" = 1'-0" NOTICE: co SEE SPECIFICATION SECTION 11 700 - WEATHERPROOFING EXTERIOR CONNECTORS & HYBRID CABLE GROUND KITS REM #C FOR WEATHERPROOFING REQUIREMENTS. EXISTING NETVISION WEATHERPROOFING TO BE REMOVED. EXISTING SPRINT 2.5 ANTENNA TO BE REMOVED (TYP. OF 1 PER SECTOR, TOTAL OF 3) INSTALL AIR PANEL ANTENNA �G�OP 1 60 I o r\ - ON EXISTING WALL MOUNT (TYP. OF 1 PER SECTOR, ® �� I nPi3Rli Shot' S Village TOTAL OF 3). INSTALL 3.0" EXISTING 160' NPS (3.50" O.D.) x 3'-6" STEEPLE TOWER LONG ANTENNA PIPE AND g BY DATE MOUNTING HARDWARE PER I SECTOR. REFER TO DETAIL INSTALL SPRINT 2.5 / c 1 /A-3 MMIMO LHYBRID Fp _ G P T SECTOR 3 CABLE (TYP. AZIMUTH 270' PER 3j SECTOR, TOTAL - P L EXISTING CONCEALED I CABLE TRAY ALONG BUILDING WALL Jt� '' -i IANCF H Al-L FED _ .A �j An F) RFG111 ATInNS EXISTING SPRINT 2.5 !sue HYBRID CABLE TO BE I REMOVED (TYP. OF 1 PER SECTOR, TOTAL OF 3) EXISTING SPRINT IEQUIPMENT CABINET EXISTING SPRINT CABLE TRAY EXISTING SPRINT EQUIPMENT AREA 0 0' 4' 8' 16' 24 APPLICANT: Sprint 6580 Sprint Parkway Overland Park, Kansas 66251 PLANS PREPARED FOR: W6100 Sprint Parkway Overland Park, Kansas 66251 ERICSSON PLANS PREPARED BY: I PIN MdRR1bdN HERbHFIELD Two South University Drive, Suite 245. Plantation, FL 33324 Tel: 954.577.4655 Fax: 954.577.4656 FL C OF A #8508 FL Architect business # AA26002368 www. morrisonhershfield.com CEN '. m m Aft Irk r . � ��� • k LiMAWINU Nu Ilur; THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. SUBMITTALS: DESC IPTI810 DATE BY REV ISSIIND FOR KNEW 0000 07 05/18 Rli P 49 ISsI fit T • • • 07/09/18 KR cl D REPLACE • 04/15/19 R 1 • • APp�1�41�T• SITE NAIJE: • • • • • • MIAMI• SAKES .fp,,gBYTERIAN CHURCF11%* LIC • SITE COSCADF: • ••• M103XC065 �••••� SITE ADDRESS: 602 NE 96TH ST MIAMI SHORES, FL 33138 MH PROJECT NUMBER: 180349900 SHEET DESCRIPTION: COVER SHEET & ROOF PLAN DWG INFORMA ION: SHEET NUMBER: DRAWN BY: RR T _ CHECKED BY: RB I NO WORK SHALL COMMENCE WITHOUT THE APPROVED TOWER/ANTENNA MOUNT STRUCTURAL ANALYSIS REPORT ANTENNAS, ANTENNA PIPE MOUNTING SIGNED AND SEALED BY A LICENSED PROFESSIONAL HARDWARE AND CABLES SHALL BE ENGINEER UNDER SEPARATE COVER. IF REQUIRED, THE PAINTED TO MATCH BUILDING COLORS CONTRACTOR SHALL MODIFY TOWER AND/OR ANTENNA MOUNTS AS INDICATED IN THE ABOVE MENTIONED STRUCTURAL REPORT OR ASSOCIATED MODIFICATION DESIGN DRAWINGS. HIGHEST APPURTENANCE Y ® ELEVATION 160'-6" AGL INSTALL AIR PANEL ANTENNA ON EXISTING WALL MOUNT (TYP. OF 1 PER SECTOR, TOTAL OF 3). INSTALL 3.0" NIPS (3.50" O.D.) x 3'-6" LONG ANTENNA PIPE AND MOUNTING HARDWARE PER SECTOR. REFER TO DETAIL 1/A-3 INS —TALL (3) SPRINT AIR PANEL ANTENNAS ® ELEVATION 76'-4" AGL EXISTING (3) SPRINT NV ANTENNAS ELEVATION 70'-6" AGL EXISTING SPRINT 2.5 HYBRID CABLE TO BE REMOVED (TYP. OF 1 PER SECTOR, TOTAL OF 3) INSTALL SPRINT 2.5 MMIMO HYBRID CABLE (TYP. OF 1 PER SECTOR, TOTAL OF 3) EXISTING SPRINT EQUIPMENT STEEPLE ELEVATION EXISTING 160'-0" STEEPLE EXISTING SPRINT 2.5 RRU TO BE REMOVED (TYP. OF 1 PER SECTOR, TOTAL OF 3) GROUND LEVEL ELEVATION 0'-0" AGL 7/�Oj 0' = TRUE NORTH NO SCALE APPLICANT: Sprint 6580 Sprint Parkway Overland Park, Kansas 66251 PLANS PREPARED FOR: W6100 Sprint Parkway Overland Park, Kansas 66251 ERICSSON r PLANS PREPARED BY ■iei M OPRISON HER16HFIELD Two South University Drive, Suite 245, Plantation, FL 33324 Tel: 954.577.4655 Fax: 954.577.4656 FL C OF A #8508 FL Architect business # AA26002368 www. m orrison h ershfie(d. com NO 62209 0. OF «t R u MAVVINU NU MIL. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. SUBMITTALS: DESCRIPTIOIf DATE BY REV ISSUIA) FOR R@" • • • • 07/05/18 flfi a A • ISSU T 07/09/18 KR b REVISED TO RIP AND REPLACE • 04/15/19 KR , Lj AP,PV�4V SITE NAME: WAMI• SAMES •.••• •MdSBYTERTAN •CHUR*C!A*:• • • • • • • • AP: LUcANT; SITE COSCADF•: • • • • • • MIObk•C•d65 :....: SITE ADDRESS: 602 NE 96TH ST MIAMI SHORES, FL 33138 MH PROJECT NUMBER: 180349900 rSHEET DESCRIPTION: I STEEPLE ELEVATION DWG INFORMATION: SHEET NUMBER: DRAWN BY: RR /� _ 1 CHECKED BY: RR /A� EXISTING SPRINT NV ANTENNA BELOW (TYP. OF 1 PER SECTOR, TOTAL OF 3) EXISTING SPRINT N.V. RRU'S TO REMAIN (TYP. OF 2 PER SECTOR, TOTAL OF 6) EXISTING SPRINT 2.5 HYBRID CABLE TO BE REMOVED (TYP. OF 1 PER SECTOR, TOTAL OF 3) SECTOR 3 3A (AZ 270') EXISTING ANTENNA & EQUIPMENT PLAN — 76'-4" EXISTING SPRINT N.V. RRU'S (TYP. OF 2 PER SECTOR, TOTAL OF 6)- EXISTING SPRINT NV ANTENNA BELOW (TYP. OF 1 PER SECTOR, TOTAL OF 3) SECTOR 3 3A \ (AZ 270') INSTALL SPRINT 2.5 MMIMO HYBRID CABLE (TYP. OF 1 PER SECTOR, TOTAL OF 3) SECTOR 1 1A (AZ 60') SECTOR 2 2A (AZ 150') SECTOR 1 1A (AZ 60') SECTOR 2 2A (AZ 150') FINAL ANTENNA & EQUIPMENT PLAN - 76'-4" EXISTING SPRINT 2.5 ANTENNA TO BE REMOVED (TYP. OF 1 PER SECTOR, TOTAL OF 3) EXISTING SPRINT 2.5 RRU TO BE REMOVED (TYP. OF 1 PER SECTOR, TOTAL OF 3) EXISTING OTHER CARRIER ANTENNA (TYP.) EQUIPMENT LEGEND: = EXISTING TO REMAIN ®EXISTING TO BE REPLACED 0' = TRUE NORTH NO SCALE EQUIPMENT LEGEND: EXISTING ® INSTALL CONTRACTOR TO ENSURE SEPARATION BETWEEN 2.5 MMIMO ANTENNAS AND ADJACENT ANTENNAS IS 4'-0" (MINIMUM). IF THIS REQUIREMENT CAN'T BE MET, NOTIFY ERICSSON CM BEFORE PROCEEDING WITH ANTENNAS INSTALLATION f, r INSTALL AIR PANEL ANTENNA ON EXISTING WALL MOUNT (TYP. OF 1 PER SECTOR, TOTAL OF 3). INSTALL 3.0" NIPS (3.50" O.D.) x 3'-6" LONG ANTENNA PIPE AND MOUNTING HARDWARE PER SECTOR. REFER TO DETAIL 1/A-3 EXISTING OTHER CARRIER ANTENNA (TYP.) N 0' = TRUE NORTH NO SCALE 1 2 APPLICANT: Sprint 6580 Sprint Parkway Overland Park, Kansas 66251 PLANS PREPARED FOR: doe 6100 Sprint Parkway ' Overland Park, Kansas 66251 ERICSSON r PLANS PREPARED BY: 11'ri MORRIPBdN HEReHFIELD Two South Unwersdy Dme, Suite 245. Plantation, FL 33324 Tel: 954.577.4655 Fax: 954,5774656 FL C OF A #8508 FL Architect business # AA26002368 www.morrisonhershf ield.com : • - 0 62209 • Z • � s n'Y 1� o CS ••••.....••'• SIrUf A 1 �1 ae0 AAlppR UMNYVINU NUIR.L: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. SUBMITTALS: DESCRIPMON DATE BY REV ISSIAB FOR RR EW **a* 07 8 VR• ♦ • ISSU T 07 8 KR b REVISED TO RIP AND REPLACE • D4/15/19 KR ! • APP IPjfjT SITE NAAMI�E: �AIAMI•S146PES •���� •F &R BYTERTAN 0CHURtM*:6 A*LICI(NT.*SITE C&.SCADE; • . • • • • • • M101YUN5 SITE ADDRESS: 602 NE 96TH ST MIAMI SHORES, FL 33138 MH PROJECT NUMBER: 180349900 rSHEET DESCRIPTION: IANTENNA PLANS DWG INFORMATION: SHEET NUMBER: DRAWN BY: RR /1 CHECKED BY: 11 /�-� INSTALL (3) 2.5 MIMO HYBRID CABLE------j INSTALL BREAKOUT CYLINDER USING STAINLESS STEEL HARDWARE ANTENNA & RRU MOUNTING DETAIL NOT USED THIS IS A PROTOTYPICAL DETAIL. ACTUAL LAYOUT MAY VARY. INSTALL AIR PANEL ANTENNA ON EXISTING WALL MOUNT (TYP. OF 1 PER SECTOR, TOTAL OF 3). INSTALL 3.0" NIPS (3.50" O.D.) x 3'-6" LONG ANTENNA PIPE AND MOUNTING HARDWARE PER SECTOR. REFER TO DETAIL 1/A-3 TERMINATE #6AWG OR #4AWG HYBRID DC POWER CABLE TO AMPHENOL POWER CONNECTOR PER MANUFACTURERS SPECIFICATIONS AND CONNECT TO PANEL ANTENNA, TYP EACH SECTOR SECURE EXCESS CABLES W/ COAX BLOCKS & GROMMETS INSTALLED FIBER AND DC BUNDLES FOR MASSIVE MMIMO COIL AND SECURE TO MOUNT )UND EQUIPMENT VIA A SPRINT/UL APPROVED BONDING CLAMP NO SCALE 4 M 15.748" ERICSSON AIR 6488 RADOME COLOR 7.87402" LIGHT GRAY DIMENSIONS, HxWxDin (mm): 31.89"x15.75"x7.87" WEIGHT: 95.90 Ibs CONNECTORS: (3) OPTICAL eCPRI (1) —48V DC 2.5 ANTENNA W/ INTEGRATED RRU SCOPE OF WORK • INSTALL 4 — 6630 BASE BAND MODULES IN EXISTING RBS CABINET. CONNECT TO EXISTING 20A DC PDU WITH PRE —TERMINATED POWER CABLE • INSTALL 1 — PDU CASSETTE WITH 1 PDU 0302 CONTROL MODULE AND 3 ECM 0340 40A DC BREAKERS FOR 6468 UNITS. CONNECT ECM 0304 TO SPD WITH PRE —TERMINATED POWER CABLE. • TERMINATE #6AWG OR #4AWG HYBRID DC POWER CABLE TO SPD LOCATED IN RBS CABINET PER MANUFACTURERS SPECIFICATIONS, TYPICAL EACH SECTOR, EXISTING RBS CABINET GROUNDING POINT —48 V DC POWER SUPPLY eCPRI 3 eCPRI 2 eCPRI 1 TX MONITOR OPTICAL INDICATORS EC LIGHT INTERFACE OPTICAL SYNCHRONIZATION TIMING NO SCALE 00 o0 �w 0 0 U U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EXISTING RBS CABINET DETAIL NO SCALE 2 3 APPLICANT: Sprint 6580 Sprint Parkway Overland Park, Kansas 66251 PLANS PREPARED FOR: 6100 Sprint Parkway Overland Park, Kansas 66251 ERICSSON r PLANS PREPARED BY MdRRIEdN HERDHFIEL0 Two South University Drive, Suite 245, Plantation, FL 33324 Tel: 954.577 4655 Fax: 954.577.4656 FL C OF A #8508 FL Architect business # AA26002368 www_morrisonhershfield com E US *, No 62209 _ 19: lt /O N AL aRa' U"Vvl!Vt� NU IItlL. THESE DOCUMENTS ARE CONFIDENTIALAND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUTTHE EXPRESS WRITTEN CONSENT OF SPRINT. SUBMITTALS: DESCRIP'l DATE BY REV ISSU61 FOR RIWW • • • • 07/05/18 D 9 ♦ • ISSUE 4ER1�T • • • 07/09/18 KR 1.1 REVISED TO RIP AND REPLACE • 04/15/19 1 d • •••• •• 1 APr�IJANT SITE NAME: •IlAIAMOSIMES •.••• apRtBYTERtAN "CHUl1•:• AF!PLICk4r. SITE C4SCADF= • a • s • • • • M10MV65 6.0 • �..... SITE ADDRESS: 602 NE 96TH ST MIAMI SHORES, FL 33138 MH PROJECT NUMBER: 180349900 r SHEET DESCRIPTION: IEQUIPMENT DETAILS DWG INFORMATION: SHEET NUMBER: DRAWN BY: RR /� _ Z CHECKED BY: RB A J HYBRID CABLE COLOR CODE—MMIMO CABLE/SECTOR CABLE 1st RING 2nd RING 3rd RING 4th RING 5th RING 6th RING 7th RING 8th RING HCS-1/ALPHA 1 WHITE HCS-2/BETA 1 WHITE WHITE HCS-3/GAMMA 1 WHITE WHITE WHITE DC POWER —ALPHA WHITE DC POWER —BETA WHITE WHITE DC POWER —GAMMA WHITE WHITE WHITE Alpha Rooftop Hybrid Cable System FIBER CABLE JUMPER CODE—MMIMO CABLE/SECTOR CABLE 1st RING 2nd RING 3rd RING 4th RING 5th RING 6th RING 7th RING 8th RING ALPHA —FIBER JUMPER 1 WHITE BETA —FIBER JUMPER 1 WHITE WHITE GAMMA —FIBER JUMPER 1 WHITE WHITE WHITE ALPHA FIBER JUMPERS_ CABLE ENDS COLOR CODE—MMIMO ALPHA -DATA 1 PAIR 1 WHITE ALPHA -DATA 2 PAIR 2 WHITE ALPHA-AUX PAIR 3 WHITE SPARE PAIR 4 SPARE PAIR 5 SPARE PAIR 6 BETA FIBER JUMPERS CABLE ENDS COLOR CODE—MMIMO BETA -DATA 1 PAIR 1 WHITE WHITE BETA -DATA 2 PAIR 2 WHITE WHITE BETA-AUX PAIR 3 WHITE WHITE SPARE PAIR 4 SPARE PAIR 5 SPARE PAIR 6 GAMMA FIBER JUMPERS CABLE ENDS COLOR CODE—MMIMO GAMMA -DATA 1 PAIR 1 WHITE WHITE WHITE GAMMA -DATA 2 PAIR 2 WHITE WHITE WHITE GAMMA-AUX PAIR 3 WHITE WHITE WHITE SPARE PAIR 4 SPARE PAIR 5 SPARE PAIR 6 a -Will El. Alpha Fiber Beta Rooftop Hybrid Cable System Gamma Rooftop Hybrid Cable System HYBRID CABLE COLOR CODE—MMIMO NO SCALE FIBER CABLE JUMPER COLOR CODE—MMIMO NO SCALE APPLICANT: Sprint 6580 Sprint Parkway Overland Park, Kansas 66251 PLANS PREPARED FOR: 6100 Sprint Parkway ® Overland Park, Kansas 66251 ERICSSON PLANS PREPARED BY: FHA MOPP180N HEREHFIEL13 Two South Unlversdy Dr'we, Sae 245, Plantatwn, FL 33324 Tel: 954.577.4655 Fax: 954.577,4656 FL C OF A #8508 FL Architect business # AA26002368 www. morrisonhershheld.com 46•• G G il/ S • e>�m, No '2299 -13• T: • vw,{ « •••'.�VS���I�i•�� fie:••••• DRAWVP,•NOTICE: , • • • THE"DIOCUMENT90ARECON FIDENTIPkAMD • qj jI jE QLE PROPEIiTV F _VRINT AN� • • N - BE JIEPRODL)CED, �IS�SfiMINATED • 4REVI9FRIBUTED WPAOUTOME EXPFIEPS• • • • • • • •4WTTEN CONSENJ OF SPRINT. • • SUBMITTALS: • • DESCRIPTION DATE 9 BY REV ISSN 'm • • • 07/O5/18 ISM FOR PERMT • • 07 /18 KR 0 RL1W TO RIP AND REPLACE 04/15/19 KR 1 APPLICANT SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH APPLICANT SITE CASCADE: M103XCO65 SITE ADDRESS: 602 NE 96TH ST MIAMI SHORES, FL 33138 MH PROJECT NUMBER: 180349900 SHEET DESCRIPTION: MMIMO COLOR CODING DWG INFORMATION: DRAWN BY: RR CHECKED BY: RB SHE NUMBER: A TX MONITOR OPTICAL INDICATORS EC LIGHT INTERFACE OPTICAL SYNCHRONIZATION TIMING (3) FULLAXS—SINGLE MODE LC DUPLEX (3) FIBER JUMPERS FOR MMIMO SENKO IP—LC CONNECTOR 1 - 4 (4) TOTAL FIBER PAIRS (3) FIBER PAIRS FOR MMIMO (1) SPARE FIBER PAIRS — POWER CONNECTOR DC POWER (PR) PROPOSED ANTENNA SCHEDULE SECTOR ANTENNA MODEL NUMBER ANTENNA MANUFACTURER HYBRID CABLES AZIMUTH RAD CENTER ELECT D-TILT MECH D-TILT 1A AIR 6488 W/ ERICSSON NEW (1) HYBRID CABLE 60, 76'-4" INTEGRATED RRU 2A AIR 6488 W/ ERICSSON NEW (1) HYBRID CABLE 150' 76'-4" INTEGRATED RRU 3A AIR 6488 W/ ERICSSON NEW (1) HYBRID CABLE 270' 76'-4" INTEGRATED RRU CABLE SELECTION CHART SAMSUNG & ERICSSON CABLE DESCRIPTION CABLE LENGTH DIAMETER WEIGHT SCENARIOS 1 PAIRS OF 6AWG DC 1 CABLE PER SECTOR (3)MMIMO CONDUCTORS WITH 6 SINGLE 60-120 0.74 0.42 MODE FIBER PAIRS 1 PAIRS OF 4AWG DC 1 CABLE PER SECTOR (3)MMIMO CONDUCTORS WITH 6 SINGLE 121-200 0.87 0.58 MODE FIBER PAIRS 1 CABLE PER SECTOR (3)MMIMO G DC CONDUCTORS RS OTORSWITH W6 SINGLE 201-375 1.05 0.96 (WITH BI-WIRE) MODE FIBER PAIRS • REFER TO LATEST RFDS FOR ELECT./MECH. D—TILT •• PER LATEST RFDS DC POWER (PR) TOTAL # CONNECTORS 1 - 4 TOTAL # FIBERS 1 - 8 CPRI 1 CPRI 2 CPRI 3 GROUNDING POINT 48 V DC POWER SUPPLY (SUB) TYPICAL OF 1 CABLE PER SECTOR BREAKOUT CYLINDER (RAD CENTER) SECTOR RAD CENTER HYBRID CABLE POWER & FIBER CABLE GLAND O CABINET GROUND CABINET BREAKOUT POINT, HEAT SHRINK TUBING APPLICANT: Sprint 6580 Sprint Parkway Overland Park, Kansas 66251 PLANS PREPARED FOR: ® 6100 Sprint Parkway Overland Park, Kansas 66251 ERICSSON PLANS PREPARED BY: .n Mon RIFBON HERSHFlEL6 Two South University Drive. Sude 245. Plantation, FL 33324 Tel: 954. 577.4655 Fax: 954.577.4656 FL C OF A #8508 FL Architect business # AA26002368 wwwmorrison hershfeld.com ®r "If** %G A No e7,209 �c � e •••• �4•• S•E QR•C1Q=. o DRA)UlVg •NOTICE • • • TIAiEf0W)lC7CUMENT:ARE 64NFIDENTIP6.AM16 • A,R< TY [iE 5 LE PROPE F SPRINT AND NTAY • 4T B� EPRODUj I $ISIS:MINATEE nP • 4CHAWRIBUTED WOMOUT•THE EXPRII • • • •41IITTEN CONSENT OF SPRINT. • SU1MITTALS�: • • • • DESCRIPTION • • • • • • DATE BY REV ISSU 07/05/18 ISSUED FOR PDRMT • • 07/09/18 KR 0 REVISED TO RIP AND REPLACE 04/15/19 KR 1 APPLICANT SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH APPLICANT SITE CASCADE: M103XCO65 SITE ADDRESS: 602 NE 96TH ST MIAMI SHORES, FL 33138 MH PROJECT NUMBER: 180349900 SHEET DESCRIPTION: ANTENNA SCHEDULE & EQUIPMENT INFORMATION DWG INFORMA ION: SHEET NUMBER: DRAWN BY: CHECKED BY: M /� LEGEND' MOUNTING PIPE — — — — GROUND CONDUCTOR I z Oz ■ EXOTHERMIC WELD ANTENNA w - MECHANICAL CONNECTION#6 AWG. STRANDED INSULATED 1."--COPPER GROUND WIRE (TYP) FIBER & DC CABLES (TYP) I GROUND ROD I I BREAKOUT CYLINDER ELECTFP, 'CAL RED HYBRID CABLE GROUND KIT (TYP) jr=-- �/ y.-'L I I? S l � 0000000000 00 APPf\01/'_t �Y�`/V �1L_`.,�:I SECTOR HYBRID CABLE— GROUND BAR MMBTS EQUIPMENT CABINET #6 HYBRID CABLE GROUND DRAIN LINE HYBRID CABLE TO EQUIPMENT GROUND BAR NEW EQUIPMENT LOCATED IN PF CABINET ❑0000000000000 M M BTS GBF 0a000r CABINET TO EXISTING � GROUNDING SYSTEM MMBTS GBF GROUND BAR GROUNDING RISER DIAGRAM (TYP) NO SCALE 1 DETAIL NOT USED NO SCALE 2 BUTT CONDUCTOR INSTALLATION UP GROUND TO BASE CABINETS, REMOTE AGAINST THE CONNECTOR BARREL RADIO HEADS CABLE GROUND KITS, TYPE SS TYPE TA INSPECTION WINDOW ETC. TYPE HS REQUIRED FOR ALL INTERIOR TWO —HOLE CONNECTORS 1/4- TIN PLATED EXTERNAL TOOTHED COPPER GROUND BAR 3/8"Ox1 1/2• (SPRINT PROVIDED) S/S NUT �tt TYPE GT S/S LOCK WASHER COLD SHRINK OR APPROVED EQUAL O O O O 0000 O® 0 0 0 O 0JBAR S/S FLAT WASHER 1 • MIN t�----{' TYPE PT TYPE HA APPLY Trrrrrr JJJ111/� uBEL 2—HOLE SPADE TO BE TO CONNECT TO GROUNNO—OX fgwiiima --- ------ BOND TO BURIED GROUND RING, 1/4- MIN TOWER OR EQUIPMENT GROUND BARTYPE XAS/S FLATWASHER INSTALL 2ND LEAD TO BURIED GROUN TINNED COPPER COLD SHRINK OR AT TOWER BOTTOM GROUND BAR ' S/S BOLT GROUND BAR APPROVED EQUAL It NOTES. TYPE GR 1. APPLY NO—OX TO LUG AND BAR CONTACT SURFACE. TYPE GL LUG TYPE VS DO NOT COAT INLINE LUG. 2. IF STOLEN GROUND BARS ARE ENCOUNTERED, CONTACT SPRINT CM FOR REPLACEMENT THREADED ROD KIT. EXOTHERMIC CONNECTIONS NO SCALE 5 2—HOLE LUG NO SCALE 4 2—HOLE SPADE CONNECTIONS NO SCALE 3 APPLICANT: Sprint 6580 Sprint Parkway Overland Park, Kansas 66251 PLANS PREPARED FOR: dot 6100 Sprint Parkway ' Overland Park, Kansas 66251 ERICSSON PLANS PREPARED BY: MOPPIA6N HEPFBHFIELD Two South University Drive. Su'Ae 245. Plantatron, FL 33324 Tel: 954.577.4655 Fax: 954.577.4656 FL C OF A #8508 FL Architect business # AA26002368 www.morrisonhershfleld com •�\G`E NSF., ����, ,•° + r No 62209 P DRAYXI:J NOTICE." • • • • THik"CUMENTS ARE 60NFIDENTIAy &h" • ARE THE SOLE PROPERTY OF SPRINT AND M4AY •rSC:*BECEPRODUCEU, j!!5:MINATEI!8I?•• • REDISTRIBUTED WkTI60UToTHE EXPR(S6• • • • • • •%ROTTEN CONSENT OF SPRINT. • • SU§MITTAI • • • • DESCRIPTION 000000 DATE •BY R ISSUED 07/058 • V • x ISSUED FOR PERMT • • 7/09/18 KR 0 RENSED TO RIP AND REFUGE 04/15/19 KR 1 APPLICANT SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH APPLICANT SITE CASCADE: M103XCO65 SITE ADDRESS: 602 NE 96TH ST MIAMI SHORES, FL 33138 MH PROJECT NUMBER: 180349900 SHEET DESCRIPTION: GROUNDING DETAILS DWG INFORMA ION: SHEET NUMBER: DRAWN BY: RR C _ 1 CHECKED BY: RB L I THESE OUTLINE SPECIFICATIONS IN CONJUNCTION WITH THE SPRINT CONSTRUCTION STANDARDS FOR WIRELESS SITES, INCLUDING CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS, DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRACTOR. SECTION 01 100 —SCOPE OF WORK 3 CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY THE WORK: SHALL COMPLY WITH APPLICABLE NATIONAL CODES AND STANDARDS, LATEST EDITION, AND PORTIONS THEREOF. SHOULD CONFLICTS OCCUR BETWEEN THE STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES INCLUDING THE STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES AND THE CONSTRUCTION DRAWINGS, INFORMATION ON THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A FULL SET OF THE CONSTRUCTION DRAWINGS AT THE JOBSITE FROM MOBILIZATION THROUGH CONSTRUCTION COMPLETION. A. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. B. CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF ANY VARIATIONS PRIOR TO PROCEEDING WITH THE WORK.DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS NOTED OTHERWISE. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. C. MARK THE FIELD SET OF DRAWINGS IN RED, DOCUMENTING ANY CHANGES FROM THE CONSTRUCTION DOCUMENTS. METHODS OF PROCEDURE (MOPS) FOR CONSTRUCTION: CONTRACTOR SHALL PERFORM WORK AS DESCRIBED IN A. COAX COLOR CODING SWEEPS AND FIBER TESTING TS-0200 AND EL-0568 B. CABLE LABELING EN-2012-00 C. APPLICABLE INSTALLATION MOPS IDENTIFIED ELSEWHERE IN THE CONTRACT DOCUMENTS CTION 01 200 — COMPANY FURNISHED MATERIAL AND EQUIPMENT COMPANY FURNISHED MATERIAL AND EQUIPMENT IS IDENTIFIED ON THE RF DATA SHEET IN THE CONSTRUCTION DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT TO ENSURE IT IS PROTECTED AND HANDLED PROPERLY THROUGHOUT THE CONSTRUCTION DURATION. CONTRACTOR RESPONSIBLE FOR RECEIPT OF SPRINT FURNISHED EQUIPMENT AT CELL SITE OR CONTRACTORS LOCATION. CONTRACTOR TO COMPLETE SHIPPING AND RECEIPT DOCUMENTATION IN ACCORDANCE WITH COMPANY PRACTICE. SECTION 01 300 — CELL SITE CONSTRUCTION NOTICE TO PROCEED, NO WORK SHALL COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND THE ISSUANCE OF WORK ORDER. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH. AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE FROM THE SITE ALL REMAINING RUBBISH, IMPLEMENTS, TEMPORARY FACILITIES, AND SURPLUS MATERIALS. SECTION 01 400 — SUBMITTALS & TEST AT THE COMPANY'S REQUEST, ANY ALTERNATIVES TO THE MATERIALS OR METHODS SPECIFIED SHALL BE SUBMITTED TO SPRINTS CONSTRUCTION MANAGER FOR APPROVAL. SPRINT WILL REVIEW AND APPROVE ONLY THOSE REQUESTS MADE IN WRITING. NO VERBAL APPROVALS WILL BE CONSIDERED, TESTS AND INSPECTIONS: A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION TESTS, INSPECTIONS AND PROJECT DOCUMENTATION. B. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1. COAX SWEEPS AND FIBER TESTS PER TS-0200 REV 4 ANTENNA LINE ACCEPTANCE STANDARDS. 2. AGL, AZIMUTH AND DOWNTILT PROVIDE AN AUTOMATED REPORT UPLOADED TO SPRINT VISION USING A COMMERCIAL MADE —FOR THE PURPOSE ELECTRONIC ANTENNA ALIGNMENT TOOL (AAT). INSTALLED AZIMUTH, CENTERLINE AND DOWNTILT MUST CONFORM WITH RF CONFIGURATION DATA WORK IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES AND/OR AS A RESULT OF TESTING. 4. ALL TESTING REQUIRED BY APPLICABLE INSTALLATION MOPS. C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING; 1. AZIMUTH, DOWNTILT, AGL FROM SUNSIGHT INSTRUMENTS — ANTENNALIGN ALIGNMENT TOOL (AAT) 2. SWEEP AND FIBER TESTS 3. SCALABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE SERIALIZED EQUIPMENT 4. ALL AVAILABLE JURISDICTIONAL PERMIT AND OCCUPANCY INFORMATION 5. PDF SCAN OF REDLINES PRODUCED IN FIELD 6. A PDF SCAN OF REDLINE MARK—UPS SUITABLE FOR USE IN ELECTRONIC AS —BUILT DRAWING PRODUCTION 7. LIEN WAIVERS 8. FINAL PAYMENT APPLICATION 9. REQUIRED FINAL CONSTRUCTION PHOTOS 10. CONSTRUCTION AND COMMISSIONING CHECKLIST COMPLETE WITH NO DEFICIENT ITEMS 11. APPLICABLE POST NTP TASKS INCLUDING DOCUMENT UPLOADS COMPLETED IN SPRINT VISION (SPRINTS DOCUMENT REPOSITORY OF RECORD). 12. CLOSEOUT PHOTOGRAPHS AND CLOSEOUT CHECKLIST: SPRINT WILL PROVIDE SEPARATE GUIDANCE SECTION 11 700 — ANTENNA ASSEMBLY. REMOTE RADIO UNITS AND CABLE INSTALLATION SUMMARY: THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS, RRU'S, AND CABLE EQUIPMENT, INSTALLATION, AND TESTING OF COAXIAL FIBER CABLE. ANTENNAS AND RRU'S: THE NUMBER AND TYPE OF ANTENNAS AND RRU'S TO BE INSTALLED IS DETAILED ON THE CONSTRUCTION DRAWINGS. HYBRID CABLE: HYBRID CABLE WILL BE DC/FIBER AND FURNISHED FOR INSTALLATION AT EACH SITE. CABLE SHALL BE INSTALLED PER THE CONSTRUCTION DRAWINGS AND THE APPLICABLE MANUFACTURER'S REQUIREMENTS. JUMPERS AND CONNECTORS: FURNISH AND INSTALL 1/2" COAX JUMPER CABLES BETWEEN THE RRU'S AND ANTENNAS. JUMPERS SHALL BE TYPE LDF 4, FLC 12-50, CR 540, OR FXL 540. SUPER -FLEX CABLES ARE NOT ACCEPTABLE. JUMPERS BETWEEN THE RRU'S AND ANTENNAS OR TOWER TOP AMPLIFIERS SHALL CONSIST OF 1/2 INCH FOAM DIELECTRIC, OUTDOOR RATED COAXIAL CABLE, MIN LENGTH FOR JUMPER SHALL BE 10'-0". REMOTE ELECTRICAL TILT (RET) CABLES MISCELLANEOUS: INSTALL SPLITTERS, COMBINERS, FILTERS PER RF DATA SHEET, FURNISHED BY SPRINT. ANTENNA INSTALLATION: THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH THE INSTRUCTIONS SUPPLIED BY THE MANUFACTURER. ANTENNA HEIGHT, AZIMUTH, AND FEED ORIENTATION INFORMATION SHALL BE A DESIGNATED ON THE CONSTRUCTION DRAWINGS. A. THE CONTRACTOR SHALL POSITION THE ANTENNA ON TOWER PIPE MOUNTS SO THAT THE BOTTOM STRUT IS LEVEL. THE PIPE MOUNTS SHALL BE PLUMB TO WITHIN 1 DEGREE. B. ANTENNA MOUNTING REQUIREMENTS: PROVIDE ANTENNA MOUNTING HARDWARE AS INDICATED ON THE DRAWINGS. HYBRID CABLE INSTALLATION: A. THE CONTRACTOR SHALL ROUTE, TEST, AND INSTALL ALL CABLES AS INDICATED ON THE CONSTRUCTION DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAN THE MANUFACTURER'S SPECIFICATIONS FOR BENDING RADII. C. EXTREME CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE CABLES DURING HANDLING AND INSTALLATION. 1. FASTENING MAIN HYBRID CABLES: ALL CABLES SHALL BE INSTALLED INSIDE MONOPOLE WITH CABLE SUPPORT GRIPS AS REQUIRED BY THE MANUFACTURER. 2. FASTENING INDIVIDUAL FIBER AND DC CABLES ABOVE BREAKOUT ENCLOSURE (MEDUSA), WITHIN THE MMBS CABINET AND ANY INTERMEDIATE DISTRIBUTION BOXES: o. FIBER: SUPPORT FIBER BUNDLES USING 3JT VELCRO STRAPS OF THE REQUIRED LENGTH O 18" OC. STRAPS SHALL BE UV, OIL AND WATER RESISTANT AND SUITABLE FOR INDUSTRIAL INSTALLATIONS AS MANUFACTURED BY TEXTOL OR APPROVED EQUAL. b. DC: SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH. ZIP TIES TO BE UV STABILIZED, BLACK NYLON, WITH TENSILE STRENGTH AT 12,000 PSI AS MANUFACTURED BY NELCO PRODUCTS OR EQUAL. 3. FASTENING JUMPERS: SECURE JUMPERS TO THE SIDE ARMS OR HEAD FRAMES USING STAINLESS STEEL TIE WRAPS OR STAINLESS STEEL BUTTERFLY CLIPS. 4. CABLE INSTALLATION: a. INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE, NOTIFY THE CONSTRUCTION MANAGER. b. CABLE ROUTING: CABLE INSTALLATION SHALL BE PLANNED TO ENSURE THAT THE LINES WILL BE PROPERLY ROUTED IN THE CABLE ENVELOP AS INDICATED ON THE DRAWINGS. AVOID TWISTING AND CROSSOVERS. c. HOIST CABLE USING PROPER HOISTING GRIPS. DO NOT EXCEED MANUFACTURES RECOMMENDED MAXIMUM BEND RADIUS. 5. GROUNDING OF TRANSMISSION LINES: ALL TRANSMISSION LINES SHALL BE GROUNDED AS INDICATED ON DRAWINGS. 6. HYBRID CABLE COLOR CODING: ALL COLOR CODING SHALL BE AS REQUIRED IN TS 0200 REV 4. 7. HYBRID CABLE LABELING: INDIVIDUAL HYBRID AND DC BUNDLES SHALL BE LABELED ALPHA —NUMERICALLY ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE — EN 2012-001, REV 1 APPLICANT: Sprint 6580 Sprint Parkway Overland Park, Kansas 66251 PLANS PREPARED FOR: W6100 Sprint Parkway PP Overland Park, Kansas 66251 ERICSSON PLANS PREPARED BY: A i MOnPIAON HERDHFIELD Two South University Drive, Surte 245, Plantation, FL 33324 Tel: 954,577.4655 Fax: 954577.4656 FL C OF A #8508 FL Architect business # AA26002368 www_morrisonhe rshfield. com �s111�0yP: G• wveq E N/IG���oi •�• SA•. � * : NO E9209 s o .e s � � fw • A •••• ; N�� ••• UMAW114%, NUIIUC: ?j€W.P,P1UMENT:ARf JQI�IDENTIF 4440 ARE THE SOLE PROPERTY OF SPRINT AND WY • •ICdr%2 CEPRODui b,:it:MINATEM I,R • • • FEgI_STRIBUTED WIiWOUT•THE EXPR"* • • • WRITTEN CONSENT OF SPRINT. • •••••• • • SUBMITTALS: • •008*0 • • DESCIIa &T DATE BY RE\( ISSUEL 07/05 8 RR' • >< • ISSUED FOR PONT • • 07/09 8 KR 0 RENSED TO RIP MID REPLACE 04/15/19 KR 1 APPLICANT SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH APPLICANT SITE CASCADE: M103XCO65 SITE ADDRESS: 602 NE 96TH ST MIAMI SHORES, FL 33138 MH PROJECT NUMBER: 180349900 SHEET DESCRIPTION: SPECIFICATIONS DWG INFORMATION: [:� T NUMBER: DRAWN CHECKED YBY: Re P -1 CONTINUE FROM SP-1 WEATHERPROOFING EXTERIOR CONNECTORS AND HYBRID CABLE GROUND KITS: A. ALL FIBER & COAX CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED. B. ALL INSTALLATIONS MUST BE DONE IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS AND INDUSTRY BEST PRACTICES. C. THE APPROVED METHOD FOR WEATHERPROOFING IS THE 3M SLIM LOCK CLOSURE 716, OR SPRINT APPROVED EQUAL SUCH AS PRODUCTS BY AMPHENOL AND JIMA. D. IN LIMITED QUANTITY AS NEED THE FOLLOWING METHODS OF WEATHER PROOFING MAY ALSO BE USED. 1. COLD SHRINK: ENCOMPASS CONNECTOR IN COLD SHRINK TUBING AND PROVIDE A DOUBLE WRAP OF 2" ELECTRICAL TAPE EXTENDING 2' BEYOND TUBING. PROVIDE 3M COLD SHRINK CXS SERIES OR EQUAL. 2. SELF -AMALGAMATING TAPE: CLEAN SURFACES. APPLY A DOUBLE WRAP OF SELF -AMALGAMATING TAPE 2' BEYOND CONNECTOR. APPLY A SECOND WRAP OF SELF -AMALGAMATING TAPE IN OPPOSITE DIRECTION. APPLY DOUBLE WRAP OF 2' WIDE ELECTRICAL TAPE EXTENDING 2" BEYOND THE SELF -AMALGAMATING TAPE. 3. OPEN FLAME ON JOB SITE IS NOT ACCEPTABLE SECTION 11 800 - INSTALLATION OF MULTIMODAL BASE STATIONS (MMBS) AND RELATED EQUIPMENT SUMMARY: A. THIS SECTION SPECIFIES MMBS CABINETS, POWER CABINETS, AND INTERNAL EQUIPMENT INCLUDING BY NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTION UNITS, BASE BAND UNITS, SURGE ARRESTORS, BATTERIES, AND SIMILAR EQUIPMENT FURNISHED BY THE COMPANY FOR INSTALLATION BY THE CONTRACTOR (OFCI). B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRE BY THE APPLICABLE INSTALLATION MOPS. C. COMPLY WITH MANUFACTURERS INSTALLATION AND START-UP REQUIREMENTS DC CIRCUIT BREAKER LABELING A. NEW DC CIRCUIT IS REQUIRED IN MMBS CABINET SHALL BE CLEARLY IDENTIFIED AS TO RRU BEING SERVICED SECTION 26 100 - BASIC ELECTRICAL REQUIREMENTS SUMMARY: THIS SECTION SPECIFIES BASIC ELECTRICAL REQUIREMENTS FOR SYSTEMS AND COMPONENTS. QUALITY ASSURANCE: A. ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS AND LISTINGS WHERE SUCH LABELS AND LISTINGS ARE AVAILABLE IN THE INDUSTRY. B. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE WITH THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD IN A USE SIMILAR TO THE PROPOSED USE FOR THIS PROJECT. C. MATERIALS AND EQUIPMENT: ALL MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 26 OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER AND SHALL BE NEW, OF THE BEST QUALITY AND DESIGN, AND FREE FROM DEFECTS SUPPORTING DEVICES: A. ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS AND LISTINGS WHERE SUCH LABELS AND LISTINGS ARE AVAILABLE IN THE INDUSTRY. B. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE WITH THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD IN A USE SIMILAR TO THE PROPOSED USE FOR THIS PROJECT. C. MATERIALS AND EQUIPMENT: ALL MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 26 OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER AND SHALL BE NEW, OF THE BEST QUALITY AND DESIGN, AND FREE FROM DEFECTS SUPPORTING DEVICES: A. MANUFACTURED STRUCTURAL SUPPORT MATERIALS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY THE FOLLOWING: 1. ALLIED TUBE AND CONDUIT 2. B-LINE SYSTEM 3. SUNISTRUT DIVERSIFIED PRODUCTS 4. THOMAS & BETTS B. FASTENERS: TYPES, MATERIALS, AND CONSTRUCTION FEATURES AS FOLLOWS: 1. EXPANSION ANCHORS: CARBON STEEL WEDGE OR SLEEVE TYPE. 2. POWER -DRIVEN THREADED STUDS: HEAT -TREATED STEEL, DESIGNED SPECIFICALLY FOR THE INTENDED SERVICE. 3. FASTEN BY MEANS OF WOOD SCREWS ON WOOD. 4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS. 5. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID MASONRY. 6. MACHINE SCREWS, WELDED THREADED STUDS, OR SPRING -TENSION CLAMPS ON STEEL. 7. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT BE PERMITTED. 8. DO NOT WELD CONDUIT, PIPE STRAPS, OR ITEMS OTHER THAN THREADED STUDS TO STEEL STRUCTURES. 9. IN PARTITIONS OF LIGHT STEEL CONSTRUCTION, USE SHEET METAL SCREWS. SUPPORTING DEVICES: A. INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY AND PERMANENTLY IN ACCORDANCE WITH NEC. B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TRADES. C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, FASTEN ELECTRICAL ITEMS AND THEIR SUPPORTING HARDWARE SECURELY TO THE STRUCTURE IN ACCORDANCE WITH THE FOLLOWING: D. ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED 25 PERCENT OF THE PROOF TEST LOAD. E. USE VIBRATION AND SHOCK -RESISTANT FASTENERS FOR ATTACHMENTS TO CONCRETE SLABS. ELECTRICAL IDENTIFICATION: A. UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUNTING BRACKET, INSIDE DOORS OF AC PANEL BOARDS WITH ANY CHANGES MADE TO THE AC SYSTEM. B. BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION LIGHTING EQUIPMENT SHALL BE CLEARLY IDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PANELBOARD. SECTION 26 200 - ELECTRICAL MATERIALS AND EQUIPMENT CONDUIT: A. RIGID GALVANIZED STEEL (RGS) CONDUIT SHALL BE USED FOR EXTERIOR LOCATIONS ABOVE GROUND AND IN UNFINISHED INTERIOR LOCATIONS AND FOR ENCASED RUNS IN CONCRETE. RIGID CONDUIT AND FITTINGS SHALL BE STEEL, COATED WITH ZINC EXTERIOR AND INTERIOR BY THE HOT DIP GALVANIZING PROCESS. CONDUIT SHALL BE PRODUCED TO ANSI SPECIFICATIONS C80.1, FEDERAL SPECIFICATION WW-C-581 AND SHALL BE LISTED WITH THE UNDERWRITERS' LABORATORIES. FITTINGS SHALL BE THREADED - SET SCREW OR COMPRESSION FITTINGS WILL NOT BE ACCEPTABLE. RGS CONDUITS SHALL BE MANUFACTURED BY ALLIED, REPUBLIC OR WHEATLAND. B. UNDERGROUND CONDUIT IN CONCRETE SHALL BE POLYVINYLCHLORIDE (PVC) SUITABLE FOR DIRECT BURIAL AS APPLICABLE. JOINTS SHALL BE BELLED, AND FLUSH SOLVENT WELDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CONDUIT SHALL BE CARLON ELECTRICAL PRODUCTS OR APPROVED EQUAL. C. TRANSITIONS BETWEEN PVC AND RIGID (RGS) SHALL BE MADE WITH PVC COATED METALLIC LONG SWEEP RADIUS ELBOWS. D. EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED SPACES CONCEALED IN WALLS AND CEILINGS. EMT SHALL BE MILD STEEL, ELECTRICALLY WELDED, ELECTRO-GALVANIZED OR HOT -DIPPED GALVANIZED AND PRODUCED TO ANSI SPECIFICATION C80.3, FEDERAL SPECIFICATION WW-C-563, AND SHALL BE UL LISTED. EMT SHALL BE MANUFACTURED BY ALLIED, REPUBLIC OR WHEATLAND, OR APPROVED EQUAL. FITTINGS SHALL BE METALLIC COMPRESSION. SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. E. LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO EQUIPMENT. FITTINGS SHALL BE METALLIC GLAND TYPE COMPRESSION FITTINGS, MAINTAINING THE INTEGRITY OF CONDUIT SYSTEM. SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL NOT EXCEED 6-FEET. LFMC SHALL BE PROTECTED AND SUPPORTED AS REQUIRE BY NEC. MANUFACTURERS OF FLEXIBLE CONDUITS SHALL BE CAROL, ANACONDA METAL HOSE OR UNIVERSAL METAL HOSE, OR APPROVED EQUAL. F. MINIMUM SIZE CONDUIT SHALL BE 3/4 INCH (21 MM). HUBS AND BOXES: A. AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL THREADED HUBS PROVIDE METALLIC THREADED HUBS OF THE SIZE AND CONFIGURATION REQUIRED. HUB SHALL INCLUDE LOCKNUT AND NEOPRENE O-RING SEAL. PROVIDE IMPACT RESISTANT 105 DEGREE C PLASTIC BUSHINGS TO PROTECT CABLE INSULATION. B. CABLE TERMINATION FITTINGS FOR CONDUIT 1. CABLE TERMINATORS FOR RGS CONDUITS SHALL BE TYPE CRC BY O-Z/GEDNEY OR EQUAL BY ROX TEC. 2. CABLE TERMINATORS FOR LFMC SHALL BE ETCO - CL2075; OR MADE FOR THE PURPOSE PRODUCTS BY ROXTEC. C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL AREAS SHALL BE PLATED CAST ALLOY, HEAVY DUTY, WEATHERPROOF, DUST PROOF, WITH GASKET, PLATED IRON ALLOY COVER AND STAINLESS STEEL COVER SCREWS, CROUSE-HINDS WAB SERIES OR EQUAL. D. CONDUIT OUTLET BODIES SHALL BE PLATED CAST ALLOY WITH SIMILAR GASKETED COVERS. OUTLET BODIES SHALL BE OF THE CONFIGURATION AND SIZE SUITABLE FOR THE APPLICATION. PROVIDE CROUSE-HINDS FORM 8 OR EQUAL. E. MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMAN, SQUARE 'D', CROUSE-HINDS, COOPER, ADALET, APPLETON, O-Z GEDNEY, RACO, OR APPROVED EQUAL. SUPPLEMENTAL GROUNDING SYSTEM A. FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSTEM TO THE EXTENT INDICATED ON THE DRAWINGS. SUPPORT SYSTEM WITH NON-MAGNETIC STAINLESS STEEL CLIPS WITH RUBBER GROMMETS. GROUNDING CONNECTORS SHALL BE TINNED COPPER WIRE, SIZES AS INDICATED ON THE DRAWINGS. PROVIDE STRANDED OR SOLID BARE OR INSULATED CONDUCTORS EXCEPTED AS OTHERWISE NOTED. B. SUPPLEMENTAL GROUNDING SYSTEM: ALL CONNECTIONS TO BE MADE WITH CAD WELDS, EXCEPT AT EQUIPMENT USE LUGS OR OTHER AVAILABLE GROUNDING MEANS AS REQUIRED BY MANUFACTURER; AT GROUND BARS USE TWO HOLE SPADES WITH NO OX. C. STOLEN GROUND -BARS: IN THE EVENT OF STOLEN GROUND BARS, CONTACT SPRINT CM FOR REPLACEMENT INSTRUCTION USING THREADED ROD KITS. EXISTING STRUCTURE: A. EXISTING EXPOSED WIRING AND ALL EXPOSED OUTLETS, RECEPTACLES, SWITCHES, DEVICES, BOXES, AND OTHER EQUIPMENT THAT ARE NOT TO BE UTILIZED IN THE COMPLETED PROJECT SHALL BE REMOVED OR DE -ENERGIZED AND CAPPED IN THE WALL, CEILING, OR FLOOR SO THAT THEY ARE CONCEALED AND SAFE. WALL, CEILING, OR FLOOR SHALL BE PATCHED TO MATCH THE ADJACENT CONSTRUCTION. CONDUIT AND CONDUCTOR INSTALLATION: A. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. B. CONDUCTORS SHALL BE PULLED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE. APPLICANT: Sprint 6580 Sprint Parkway Overland Park, Kansas 66251 PLANS PREPARED FOR: at 6100 Sprint Parkway Overland Park, Kansas 66251 ERICSSON PLANS PREPARED BY: 1Y'ri i MOARIDdN HERDHFIELD Two South Unrversry Drive. Sure 245. Plantation, FL 33324 Tel: 954.577-4655 Fax: 954,5774656 FL C OF A #8508 FL Architect business # AA26002368 www. m orrisonhers hfield. mru • No 62209 e• 0 P: t • �i • IF •dj� ••• sp .... .. v ,r �0* /o�A�iY•,4;� %`fie •• ••.••• •••••• AP Pnr�. i • U"VVINV NU I lur. so Is 4D TI- 4WtUMENT:•ARt�(4ttIDENT14"D.• ARE THE SOLE PROPERTY OF SPRINT AND MAY • •14'" f REP ROD UCMD, bl:ntM INATEA CR •• • R%JQIBIJTED\1VWW(1UT•f HE EXP4V,9•• WRITTEN CONSENT OF SPRINT. • SU6MITTALS: DESC IP'MCPT DATE BY R ISSUED FOR WVPW 07/05 8 D Il • 11 • ISSUED FOR PERMIT • • 07/09 8 KR 0 REM TO RIP AND REPLACE • • • • 04/15/19 KR 1 -APPLICANT SITE NAME: I MIAMI SHORES I PRESBYTERIAN CHURCH APPLICANT SITE CASCADE: M103XCO65 SITE ADDRESS: 602 NE 96TH ST MIAMI SHORES, FL 33138 MH PROJECT NUMBER: 180349900 r SHEET DESCRIPTION: ISPECIFICATIONS DWG INFORMATION: SHEET(�NUMBER: DRAWN CHECKED YBY: 1 0 S I — 2