Loading...
CC-19-2069-- Cc-cf - I�- 2�9 „�,,�., Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date:14/04/2il19 Location Address Parcel Number 602 NE 96TH ST, Miami Shores, FL 33138 1132060141410 Contacts Permit NO.: CC-09-19-2069 Permit Type: ft lding (Commercial:) Work'Classaticatirrrm: Alteration Permit Status: Approved Expiration: 04/01/2020 MIAMI SHORES PRESBYTERIAN CHURCH Owner CHURCH 602 NE 96 ST, MIAMI, FL 331382742 Other: 3057549541 MASTEC NETWORK SOLUTIONS, LLC Contractor STANLEY KEVIN MACLIN 4401 NORTHSIDE PKWY NW SUITE 600, ATLANTA, GA 30327 Business: 5619829822 rorey.wanliss@mastec.com Description: REPLACING RADIOS Valuation: $ 8,000.00 Inspection Requests: 305-762-4949 Total Scl Feet: 0.00 11 Fees Amount Application Fee - Other $50.00 CCF $4.80 DBPR Fee $3.60 DCA Fee $2.40 Education Surcharge $1.60 Permit Fee $190.00 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $6.00 Total: $347.40 Payments Date Paid Amt Paid Total Fees $347.40 Credit Card 10/02/2019 $297.40 Check # 205252 09/05/2019 $50.00 Amount Due: $0.00 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 regulating constc cti and zoning Fu�it ermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date October 04, 2019 Page 2 of 2 M139; FN b, `6 �o BUILDING PERMIT APPLICATION Miami Shores Village RECEDVEE Building Department SEP 05 "tW9 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 FBC 2�0�� 11 ��'�1 Master Permit No. Cc-`j" " 1—I _� 'Etol Sub Permit No. FN�BUILDING ❑ ELECTRIC ❑ ROOFING ❑ 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: 33138 Folio/Parcel#:11-3206-014-1410 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Northeast Presbyterian Church Phone#: Address:602 NE 96th St City: Miami State: FL p: 33138 Tenant/Lessee Name: AT&T Mobility Phone#: Email: dt2108@att.com �'.— �� qjy!.— Awl CONTRACTOR: Company Name: Mastec Network Solutions Phone#: 561-962-9838 Address: 6100 Broken Sound Pkwy Suite 6 City. Boca Raton State: FL Zip: 33487 Qualifier Name: Stanley Maclin Phone#: 561-962-9838 State Certification or Registration #: CGC 1515769 Certificate of Competency #: DESIGNER: Architect/Engineer: APX Engineering Phone#: Address: 3400 Lakeside Dr #525 City. Miramar State: FL Zip: 33027 Value of Work for this Permit: $ 8000 Square/Linear Footage of Work: Type of Work: ❑ Addition Q Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Replacing radios Specify color of color thru tile: Submittal Fee $ �v° �J Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $2a 6 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) 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 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 0 W41ENT The foregoing instrument was acknowledged before me this /:, r# day of A6l&us T 20 / ? by -77toMfi S 7 ry , who is personally known to me or who has produced Z)g1 ✓t-ek LI CEf4SE as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: �iEVEk L t Signature CONTRACTOR The foregoing instrument was acknowledged before me this �� day of Auno% 20 Iq by �-•1���� . who is personally known to me or who has produced ,RMOI(�l. H � +1(o n as identification and who did take an oath. NOTARY PUBLIC: Seal: o,�Y PUe,, STEVEN L. SILVESTRO Seal: * o* MY COMMISSION N FF !132318 �v01 P Notary Public State of Flonda EXPIRES: August 13.202v Raphaetla L De Paula "� �o� My Commission GG 322520 'rFOF F��p Bonded Thru udget Notary ServOs '�?#� p Expires 04/11/2023 APPROVED BY I v Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY a dbpr, C I STATE OF FLORIDA DEPARTMENT OF BUSINES►ND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD Ii THE GENERAL CONTRACTOR HEREIN;4 CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STA "UTES MACLI N,S'AN LEY KEVI N MASTEC NETWORK SOLUTIONS, LLC 1975 JOE B JACK_ SON PARKWAY ow 'MURFREESBOR TN 37127-7779 L E SE UMBER: GC15 69� EXPIRATION DATE: AUGUST 31, 2020 Always verify licenses online at MyFloridaLicense.com 0. ❑3 Do not alter this document in any form. I This is your license. It is unlawful for anyone other than the licensee to use this document. r A N N E M. C A N N O N P,O, Box 3353, West Palm Beach, FL 33402-3353 -LOCATED AT" 1, CONSTITUTIONAL TAX COLLECTOR www.pbctax.com Tel: (561) 355.2264 Serving Palm Reach Counti/ 6100 BROKEN SOUND PKWY NW Serving f/ouSTE 6. BOCA RATON, FL 33487-2713 TYPE OF BUSINESS OWNER I CERTIFICATION a I RECEIPT a/DATE PAID AMT PAID BILL 23.0051 GENERAL CONTRACTOR MACLIN STANLEY KEVIN CGC1515769 818,502067 • 08/01/18 $27.50 B40154756 This document is valid only when receipted by the Tax Collector's Office. STATE OF FLORIDA PALM BEACH COUNTY 2018/2019 LOCAL BUSINESS TAX RECEIPT MASTEC NETWORK SOLUTIONS LLC LBTR Number: 201361020 MASTEC NETWORK SOLUTIONS LLC EXPIRES: SEPTEMBER 30, 2019 6100 BROKEN SOUND PKWY STE 6 BOCA RATON, FL 33487 This receipt grants the privilege of engaging in or managing any business profession or occupation within its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. Detail by Entity Name Page 1 of 3 FIrida Det.ertment of State Department of State / Division of Corporations / Search Records / Detail By Document Number / DIVISION OF CORPORATIONS http://search. sunbiz.org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 8/28/2019 Detail by Entity Name Page 2 of 3 Title VT McARDLE, PETER 3536 NE 168th ST APT # 501 NORTH MIAMI BEACH, FL 33160 Title ST WALLACE, LESLIE 518 NE 106TH STREE T MIAMI SHORES, FL 33138 Annual Reports Report Year Filed Date 2017 04/25/2017 2018 02/26/2018 2019 04/22/2019 Document Imaaes 06/28/2019 -- Amendment View image in PDF format 04/22/2019 -- ANNUAL REPORT View image in PDF format 02/26/2018 -- ANNUAL REPORT View image in PDF format 04/25/2017 -- ANNUAL REPORT View image in PDF format 04/11/2016--Amendment View image in PDF format 04/04/2016--ANNUAL REPORT View image in PDF format 04/20/2015 -- ANNUAL REPORT View image in PDF format 04/14/2014 —ANNUAL REPORT View image in PDF format 01/10/2014 -- Reg. Agent Change View image in PDF format 04/15/2013--ANNUAL REPORT View image in PDF format 02/21/2012 --ANNUAL REPORT View image in PDF format 03/14/2011 --ANNUAL REPORT View image in PDF format 04/20/2010 -- ANNUAL REPORT View image in PDF format 03/10/2009--ANNUAL REPORT View image in PDF format 03/27/2008 -- ANNUAL REPORT View image in PDF format 03/19/2007 -- ANNUAL REPORT View image in PDF format 04/13/2006 -- ANNUAL REPORT View image in PDF format 02/10/2005 — ANNUAL REPORT View image in PDF format 04/29/2004 -- ANNUAL REPORT View image in PDF format I 04/28/2003 -- ANNUAL REPORT View image in PDF format 05/16/2002 -- ANNUAL REPORT View image in PDF format 05/04/2001 --ANNUAL REPORT View image in PDF format 03/31/2000--ANNUAL REPORT View image in PDF format 03/09/1999 -- ANNUAL REPORT View image in PDF format 08/26/1998 -- ANNUAL REPORT View image in PDF format 05/05/1997 -- ANNUAL REPORT View image in PDF format 05/28/1996 -- ANNUAL REPORT View image in PDF format 06/28/1995 -- ANNUAL REPORT View image in PDF format http://search. sunbiz. org/Inquiry/CorporationS earchISearchResultDetail?inquirytype=Entity... 8/28/2019 Detail by Entity Name Page 3 of 3 Florida Department of State, Division of Corporations http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 8/28/2019 Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-1410 Property Address: 602 NE 96 ST Miami Shores, FL 33138-2742 Owner NORTHEAST PRESBYTERIAN CHURCH Mailing Address 602 NE 96 ST MIAMI, FL 33138 USA PA Primary Zone 6800 COMMERCIAL - PROFESS OFFI Primary Land Use 7144 RELIGIOUS - EXEMPT: RELIGIOUS Beds / Baths / Half 0/0/0 Floors 1 Living Units 0 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 47,457 Sq.Ft Lot Size 85,167 Sq. Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $1,192,338 $1,192,338 $1,192,338 Building Value $2,638,443 $2,638,587 $2,638,731 XF Value $122,832 $124,765 $126,697 Market Value $3,953,613 $3,955,690 $3,957,766 Assessed Value $3,953,613 $3,955,690 $3,957,766 Benefits Information Benefit Type 2019 2018 2017 Religious Exemption $3,953,613 $3,955,690 $3,957,766 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 2 PB 10-37 LOTS 1 TO 10 INC BLK 61 LOT SIZE IRREGULAR Generated On : 8/28/ Taxable Value Information 2019 2018 2 County Exemption Value $3,953,613 $3,955,690 $3,957 Taxable Value $0 $0 School Board Exemption Value $3,953,613 $3,955,690 $3,957. Taxable Value $0 $0 City Exemption Value $3,953,613 $3,955,690 $3,957. Taxable Value $0 $0 Regional Exemption Value $3,953,613 $3,955,690 $3,957. Taxable Value $0 $0 Sales Information Previous Sale Price OR Book -Page Qualification Descriptioi The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appra and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www8.miamidade.gov/Apps/PA/propertysearch/ 8/28/2019 July 3, 2019 Dennis Demarco MasTec Network Solutions, LLC 6100 Broken Sound Parkway, Suite 6 Boca Raton, FL 33487 1— P=X ENGINEERING GROU P Subject: Structural Evaluation — Existing Church Steeple (5G) AT&T Site: M139 [FA# 10070209] Site Address: 602 NE 96'h Street, Miami Shores, FL 33138 APX Project: 19-0215.43 Dear Mr. Demarco: APX Engineering Group, LLC (APX) has completed an evaluation of the effect on loading of the subject structure created by the addition of new equipment. This evaluation was based on publishedreatalog information, information obtained during our site visit, previous site construction drawings? the AY&TdQ8unt ...... calculations by APX dated July 3, 2019, and information provided by AT&T. The interit of this 4ettQw is to .' assess the effect of the proposed addition of new telecommunication equipmentvWn the supporting ....:. structural systems, which include the existing church steeple. 000000 .... .... The proposed antennas and Remote Radio Units (RRU) loading will reduce the oveMn project *Mtl' area ...... . . • • • • • and solely impose approximately 180 pounds of weight increase spread over three loca4io% curreh l;being • • • • • occupied by AT&T antenna equipment. The wind area increase as a result of the p*roposed equfl5md'ht is "•••• less than ten percent and the weight increase is negligible in comparison to the wgi T; 4 the steeple. In '. accordance with the Florida Building Code — Existing, 6th Edition (2017), Sections 102.3 and 442.41 Uese are acceptable limits of load increase. Therefore, based on our evaluation of•14e .1bove-referenced �....� information, it is our opinion that the subject supporting structure will support the proposed AT&I.jiding. Should you have any questions or wish to discuss any aspect of this letter, please do not hesitate to contact the undersigned. Sincerely, APX Engineering Group, LLC Michael A. Phillips, P.E. Chief Engineer Florida License #68312 A. ,40 .�ST OF A L ���tette f Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by AT&T to perform special inspector services under the Florida Building Code at the AT&T site M139 [FA# 10070209] project on the below listed structures as of August 7, 2019 (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) o SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) r��..lSPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) A SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) 0000 ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) • + ` • ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) •• • : • • •� ❑ SPECIAL INSPECTOR FOR • • • • • • • • - •••••• Note: Only the marked boxes apply. see* • The following individual(s) employed by this firm or me are authorized representatives to perform in9p g(In * • • • • •. 1. Eliezer Diaz, P.E. 2, Giovanni Hall see*,, • • • • • 3. Matt Abbey 4 Shawn Walker • • • • • • • • • •••••• *Special Inspectors utilizing authorized representatives shall insure the authorized representative is goalifi9d by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include lice-sure•as a prclessiomal engineer or architect; graduation from an engineering education program in civil or structural engineering! gr3duatio%from n architectural education program; successful completion of the NCEES •• 0 • • - Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village 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 Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and profession gent those portions of the project outlined above meet the intent of the Florida Building Code and are in subeh�i acl-- r8� nth t approved plans. G` •. ill.le� ° ,� Engineer/Architect NS'• � �' Name Michael A. Phillips No 6 : N r_ _TE • /1p C-� (PRINT) Add reSS 3400 Lakeside Drive, #525, Miramar, FL 33027 Phone No. (954) 744-1538 at&t July 3, 2019 Dennis Demarco MasTec Network Solutions, LLC 6100 Broken Sound Parkway, Suite 6 Boca Raton, FL 33487 0 EN`G•I`NEE,RING GROUP Subject: Structural Analysis — Antenna Mount (5G) Carrier Designation: ATU: M139 [FA# 10070209] APX Project: 19-0215.43 • • • Site Information: 602 NE 96th Street • • •' • • Miami Shores, Miami -Dade County, FL 33138 Latitude 25.8635000 N, Longitude 80.1848000 W • •' • Existing Wall -Mounted Antenna Mount (Worst -CAM Dear Mr. Demarco: .... .. .0 0 0 APX Engineering Group, LLC (APX) is pleased to submit this Structural Analysis,to cjLetermiriwt6her the subject antenna mount is able to support certain proposed loads. • .. . . •• It is our understanding that AT&T, who retained MasTec Network Solutions, LLC (MNS), desires to install new telecommunication equipment on the subject mount. This analysis was based on the supporting information listed in Table 2. Our services were performed in accordance with the terms and conditions of the master service agreement between APX and MNS. This report summarizes the results of our findings. The purpose of this analysis is to determine the suitability of the aforementioned structure to support the loading indicated in the attached calculations. This analysis has been performed in accordance with the Florida Building Code, based upon an ultimate 3-second gust wind speed of 175' mph using RISA-3D structural software. Based on our analysis, subject to the assumptions noted, it is our opinion that the subject structure will support the proposed loading. Members: Pass at 27.3%, Connections: Pass at 59.9% This report has been prepared for the purpose of providing a structural evaluation of the subject structure for the loading conditions indicated. It is intended for the exclusive use of MNS and AT&T. The information, assumptions, and recommendations contained in this report should not be used by others for any purpose without express written authorization from APX. We appreciate the opportunity to provide our professional services to you and look forward to continuing our relationship. If w? can be of ny tisfurther assistance, please do not hesitate to contact us. °`® L °A°�n''so Sincerely, �.��G,,.•��C E t;js • �� APX Engineering Group, LLC ; No 6 2 (P ,} � s O% SOF • Eliezer Diaz, P.E. Michael A. Phillips, P.E. O•t Q •• ���'+' Senior Engineer Chief Engineer ��� ��0 A 1ee o� Florida License #68312 .0000 AT&T: M139 [FA# 100702091 Structural Analysis Report Table 1: Criteria Criterion Description Building Code Florida Building Code, 61h Edition (2017) ASCE 7-10 Minimum Design Loads for Building and Other Structures Standard - Loads FBC 1620.1 Standard - Steel AISC LRFD 14th Edition Standard — Lt. Ga. AISI S100-12 Standard - Concrete ACI 318-14 • • • • Masonry AC1530-13 .. . . . • •. ...... .... Risk Category II Ultimate Wind Speed 175 mph, 3-Second Gust (FBC 1620.2) see* *so* •••••• •••• Nominal Wind Speed 136 mph, (FBC 1609.3.1) •• •• •• • • • • • • • Exposure Category C • • • • • • Live Load Maintenance Access = 250 Ibs • Dead Load Antenna Self -Weight Table 2: rtina Information June 17, 2019 TARP Mount Technical Directive — R14.1 = AT&T June 17, 2019 Radio Frequency Data Sheet (RFDS) AT&T April 29, 2004 Original Installation Drawing MACTEC Engineering and Consulting, Inc. Various Miscellaneous Information AT&T/MNS Assumptions and Limitations - - 1. Information in the supporting documentation that could not be verified by APX personnel is assumed to be correct. 2. All existing building components are assumed to be in adequate condition to carry their full design capacity. 3. The configuration of equipment/appurtenances is assumed to be as specified in this report. 4. Emergency/essential communication equipment will not be supported by this assembly. If any of the above assumptions are not valid or have been made in error, these calculations may be affected, and APX should be allowed to review any new information to determine its effect on the structural integrity of the subject structure. Recommendations 1. Check all bolts for proper tightening in accordance with AISC "Snug -Tight' method prior to installation of proposed equipment. APX Engineering Group, LLC Wind Load - Appurtenance A In Accordance With ASCE 7-10, Chapter 29 • • AT4. • • APX Engineering Group, LLC M139 [FA# 1001W9],:9-0215,;3 ��4■■ • � 3400 Lakeside Drive, #525, Miramar, FL 33027 M. Phillips July 20019 �' E` „,,,,„cam `dv r Design Parameters • � � � � Page 1 oY Wind Speed, V n = 175 mph (Ultimate Wind Speed, ASCE Figure 26.5-1A) � • Za = 900 (ASCE Table 26.9-1) a = 9.5 (ASCE Table 26.9-1) • • • • • • Exposure = C I (Exposure Category, ASCE 26.7.3) Z,n;n = 15 (ASCE Table 26.9-1) (= 500 (ACCE Tab/s26.9-1) • • • I •a (ASCE Eq. 26.9-7) •••• Risk Category = j1I 1 (ASCE Table 1.5-1) •••r• ••••• ZBAR= e�,,�, (ASCE 26.9.4) c = 0.2 (A•SCE Table 26.9-1) Q = (ASCE Eq. M.9-8)0 •••••• ••••• Z = ems,,, (Effective Height) e = 0.2 (ASC••LOTabls••• 26.9-1) • �Z a (ASCE Eq. 26.9-9) G = 0.93 (MAX Gust -Effect Factor, ASCE 26.9) •• •• • •••••• • Kz, Kt, Kd = wn (ASCE Table 29.3-1, ASCE 26.8.2, ASCE Table 26.6-1) • • • • Cf or Cr = gib. (Force Coefficients, ASCE 29.5) • • • • •••••• qz = 0.00256KZKrtKdV2 (Velocity Pressure, ASCE Eq,, 29.3 1)• • • • • • At = H•W or H•D (Projected Area Normal to Wind Direction) • • F = gzGCA (Design Wind Force, ASCE Eq. 29.501 or 2P • • • • • • • •• • • •• • • Wind Load Appurtenance Type z H. W D pp yp _ Round I Z I Z L i l Q K l K. q. Cf 1 _Cf FF_* Fs;do l wt. B"R Z Z Z (ft) (ft) (ft) (ft) ? (psf) Front Side (Ibs) (Ibs) (Ibs) Kathrein 800-372965, Panel Panel 85 85 6.5 1.2 0.54 N 51 51 545 0.19 0.98 1 1.22 1.0 0.85 81.5 1.37 1.57 832 363 184.9 63.9 Kathrein 840-370964K; 3.98 1.24 0.54 N 51 51 545 0.19 0.98 1.22 1.0 0.85 81.5 1.34 1.41 498 217 Ericsson RRU 4449 B5/B12; Radio 1 85 1 1.251 1.1 0.78 N 51 j 51 545 0.19 0.99 1.22 1.0 0.85 81.5 1.30 1.311 135 95 70.0 - -- -- _ .. I I , I i - _� i Definitions: Panel = Panel or Directional Antenna, Omni = Omni -Directional Antenna, Dish = Microwave Dish Antenna, Radio = Remote Radio Unit (RRU), TMA = Tower Mounted Amplifier FiA Envelope Only Solution APX Engineering Group, L.. M. Phillips 19-0215.43 M 139 - Antenna and RRU Mount Analysis 3D RENDERED VIEW • r •••••• •••• •••••• • •••• •••• • • •••• •••• ••••• •••••• •••• ••••• •• •• of • •••••• •••••• f Of •• • • of • • SK - 1 July 3, 2019 at 10:58 AM M139 - Antenna & RRU Mounts.r3d A z x 34 34A6,lo •••• feet • 2 ••• Otto 0009 32 A •0006 • • • 13 0000 • 61k••••• 0 •••• o ••• •• •• •• • ••• r •••••• • 70 • • • • • • • 80 • • • ••• 3 • • • 76 •••• _ . ANTENNA 35 Envelope Only Solution APX Engineering Group, L.. M139 -Antenna and RRU Mount Analysis JOINT NUMBERS SK - 2 M. Phillips July 3, 2019 at 10:58 AM 19-0215.43 M139 -Antenna & RRU Mounts.r3d Envelope Only Solution APX Engineering Group, L.. M. Phillips 19-0215.43 M 139 -Antenna and RRU Mount Analysis MEMBER NUMBERS . . .... ... .. ...... .... ... .. .... .... . . .... .... ... . ...... .... ... . .. .. .. . ... .. . . . . .... .. SK-3 July 3, 2019 at 10:59 AM M139 - Antenna & RRU Mounts.r3d ...... .... ... .... ..... ... .... .. . ... Envelope Only Solution APX Engineering Group, L.. SK - 4 M. Phillips M139 -Antenna and RRU Mount Analysis July 3, 2019 at 10:59 AM 19-0215.43 MEMBER SIZES M139 -Antenna & RRU Mounts.r3d Member Length (ft) Displayed Envelope Only Solution APX Engineering Group, L.. M. Phillips 19-0215.43 M139 - Antenna and RRU Mount Analysis MEMBER LENGTHS .... ... ..• .... . . . . . . .. . ..• . ... ... 0. . . .... SK-5 July 3, 2019 at 10:59 AM M139 - Antenna & RRU Mounts.r3d z x 701b •••••• •••• ••• • •••• •••• ••• • •••••• •••• ••• •• •• •• • ••• -84.91 •••••• • • • • • ••• < • • • • • •• • • •• • Loads: BLC 1. Dead Load Envelope Only Solution APX Engineering Group, L.. M139 - Antenna and RRU Mount Analysis DEAD LOAD SK - 6 M. Phillips July 3, 2019 at 10:59 AM 19-0215.43 M139 -Antenna & RRU Mounts.r3d FA -2501b Loads: BLC 2, Live Load Envelope Only Solution APX Engineering Group, L. M. Phillips 19-0215.43 M139 - Antenna and RRU Mount Analysis LIVE LOAD (WORST CASE) • • •••• ••• •• •••••• •••• •••••• • •••• •••• • •y •••• •••• ••• • •••••• •••• ••• • • • • • • • •••••• • • • • • • •••••• •••••• •• • • •• • • • • • SK-7 July 3, 2019 at 11:00 AM M 139 - Antenna & RRU Mounts.r3d A z x Loads: BLC 3, Wind Front Envelope Only Solution APX Engineering Group, L.. M. Phillips 19-0215.43 M 139 - Antenna and RRU Mount Analysis WIND AT FRONT r • •••••• •••• ••• • •••••• • • • •••••• •••• ••• •• •• •• • ••• SK-8 July 3, 2019 at 11:00 AM M139 - Antenna & RRU Mounts.r3d z x .... .... ... ...... .... ... .. .. .. . ... 3631b • — • i • • • • • Loads: BLC 4, Wind Side Envelope Only Solution APX Engineering Group, L.. M139 - Antenna and RRU Mount Analysis WIND AT SIDE SK - 9 M. Phillips July 3, 2019 at 11:00 AM 19-0215.43 M139 -Antenna & RRU Mounts.r3d A Z X Member Code Checks Displayed (Enveloped) Envelope Only Solution APX Engineering Group, L. M. Phillips 19-0215.43 M139 - Antenna and RRU Mount Analysis UNITY CHECK Code Check ( Env) No Cale > 1.0 90-1.0 .75,90 .50,75 0:.50 •••••• •••• ••• • • • • • • • • • •••• •••• ••• • •••••• •••• ••• •• •• •• • ••• SK - 10 July 3, 2019 at 11:00 AM M139 - Antenna & RRU Mounts.r3d Member Shear Checks Displayed (Enveloped) Envelope Only Solution APX Engineering Group, L.. M. Phillips 19-0215.43 M139 -Antenna and RRU Mount Analysis SHEAR CHECK Shear Check ( Env) No Calc > 1.0 901.0 .75-.90 .50-.75 0.-.50 • • •••• •••• •••••• •••• ••• • •••• •••• ••• •••••• •••• ••• •• •• •• • ••• SK -11 July 3, 2019 at 11:00 AM M139 -Antenna & RRU Mounts.r3d Company M. P Engineering Group, LLC July 3, 2019 Designer M. Phillips 11:01 AM Job Number 19-0215.43 Checked By: T E C H N O L O G I E S Model Name M139 -Antenna and RRU Mount Analysis (Global) Model Settings Display Sections for Member Calcs 5 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 Anal is Tolerance 0.50% Include P-Delta for Walls? Yes Autornatical1v Iterate Stiffness for Walls? No Max Iterations for Wall Stiffness 3 " - Gravity Acceleration ft/sec^2 32.2 Wall Mesh Size in 12 " 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 14th 360-10 : LRFD Adjust Stiffness? Yes Iterative RISAConnection Code AISC 14th 360-10 : LRFD Gold Formed Steel Code . AISI S100-12: LRFD . Wood Code None - Wood Temperature < 100F Concrete Code None Masonry Code — None'--'----" Aluminum Code -- None-::- Building — Number of Shear Regions 4 - Region Spacing Increment in 4 Biaxial Column Method PCA Load Contour Parme Beta Factor PCA _ - - _ �` .65 Concrete Stress Block Rectan ular Use Cracked Sections? Yes ` Use Cracked Sections Slab? Yes 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 8 . . 00:0 •....• •• • . . • ...... •000 •000 .... .... ..... 000000 • • . . . . . . ...... .00000 . . ...... • • • • • • • • RISA-3D Version 14.0.2 [T:\... \... \...\... \5G installtion [2019]\M139 -Antenna & RRU Mounts.r3d] Page 1 Company 00ROSA Designer Job Number TECHNOLOGIES Model Name APX Engineering Group, M. Phillips 19-0215.43 M139 - Antenna and RRL (Global) Model Settings, Continued LLC Mount Analysis Seismic Code None Seismic Base Elevation ft Not Entered Add Base Weight? No Ct X .035 Ct Z .035 T X sec Not Entered T Z sec Not Entered R X 8.5 R Z 8.5 July 3, 2019 11:01 AM Checked By: Envelope RISC 14th(360-10): LRFD Steel Code Checks • • • • Memher Shantz (:ndtz ('hark I nc I C Shtzar Chock I nr. 1 r. nhi*Pn nhi*P. ■hi*M nhi*M Fnn • 1Pe 0 0 ' :••••i Envelope AISI S100-12: LRFD Cold Formed Steel Code Checks •• h L L i * ' • 1 M2A P1000 .269 11.6... 1 26 1.0651 0 IVI ...1023.. 1487.. 4 9. 77M 2.. 1.6!5 C5.... .. � 0 7 IVIa P10nn 774 1 R 7R nR7 rl ., 1n73 1dR7 Rnr, 771n 1 7 -R OG r. • Load Combinations - -- .00 : • • • • • �._.-_. nocrrin4inn Rn P CRRR R G. RI C P. R CCU R C. R F. R C. R RISA-3D Version 14.0.2 [T:\... \... \... \... \5G installtion [2019]\M139 -Antenna & RRU Mounts.r3d] Page 2 �� SA Company M. P Engineering Group, LLC July M Designer M. Phillips 11:01 AM Job Number 19-0215.43 Checked By: T E c e N o L o c I E s Model Name M139 -Antenna and RRU Mount Analysis Load Combinations (Continued) rice rrin4inn Cn D SRCC R Go RI (' F. R F. R Fn R G. R Fn R G. R Gn R F. R F. Joint Loads and Enforced Displacements (BLC 1 : Dead Load) Joint Label L D M Direction "—Mllandullera Ib•in) 6i11 rad) (Ibs s Joint Loads and Enforced Displacements (BLC 2: Live Load) J� Joint Loads and Enforced Displacements (BLC 3: Wind Front) Joint Loads and Enforced Displacements (BLC 4: Wind Side) Envelope Member Section Forces Mcmhcr I— Avi.lrlhl I r v Qk—rl I r _ Qhcorri 1 r T.. —rik in1 I r ., RA-- 1 r \A... __4ri6 {..7 1 n 1 MOUNITNG.. 1 0 1 .023 7 .01 4 0 1 0 1 0 1 2 0 1 -.023 1 -.01 10 0 1 0 1 0 1 3 2 74.77 25 416.023 1 181.51 10 0 1 .245 4 .562 1 4 48.066 13 -416.023 7 -181.51 4 0 1 -.245 10 -.562 7 5 3 Imax 50.94 1 416.023 1 181.51 10 0 1 4356 10 9984 7 6 -59.43 25 -416.023 7-181.51 4 0 1 -4356 4 -9984 1 7 4 13.148 26 415.982 19 181.49 4 0 1 .245 10 .562 7 8 -74.77 25 -415.982 13 -181.492 16 0 1 -.245 4 -.562 1 9 5 400 26 .023 7 .01 4 0 1 0 1 0 1 10 0 1 -.023 1 -.01 10 0 1 0 1 0 1 RISA-3D Version 14.0.2 [T:\... \... \...\... \5G installtion [2019]\M139 -Antenna & RRU Mounts.r3d] Page 3 • Company APX Engineering Group, LLC July 3, 2019 OOOP'ISA 1 Designer Phillips Checked AM ed Job Number 9-0215.43 Checked By: T E c e N o L o c r E s Model Name M139 -Antenna and RRU Mount Analysis Envelope Member Section Forces (Continued) RAnmi.er cen Aviomki I r - Ck-ri I r v ck-ri 1 r Tnr rih_in1 i r` . „ �nnr., i 6AnmcnNlr._in1 i r 11 M2A 1 max 18.717 17 -18.2 16 22.262 19 0 1 0 1 0 1 12 min -39.768 3-131.022 26 -139.98 26 0 1 0 1 0 1 13 2 max 100.122 26 71.599 26 65.196 26 22.463 7 92.062 18 566.337 26 14 min -1.818 19 9,252 15 -13.223 19 -9.764 13 -438.334 26 86.511 13 15 3 max 100.122 26 72.673 26 65.196 26 22.463 7 14.997 5 111.879 26 16 min -4.8 18 -17.518 25 -25.437 1 -20.394 8 -27.598 26 15.31 19 17 4 max 43.283 26 -9.034 15 13.223 19 9.764 13 90.104 19 519.481 26 18 min -4.8 18 -66.445 26 -65.123 26 22.463 7 -437.593 26 84.596 15 19 5 max 12.392 5 120.878 26 139.848 26 0 1 0 1 0 1 20 min -157.087 26 19.645 19 -22.262 19 0 1 0 1 0 1 21 M3 1 max 38.627 9-19.862 13 140.038 26 0 1 0 1 0 1 22 min -16.845 3-133.851 26 -22.261 13 0 1 0 1 0"flee 1 23 2 max 3.835 14 73.195 26 12.754 13 22.289 1 441.955 2 • •571.9 1 26 24 min -93.208 26 9.572 19 -67.025 26 -9.895 19 -88.198 84.4@ 18 25 3 max 3.835 14 74.269 26 26.069 7 22.289 1 19.7 • 107.449 26 26 min -93.208 26 -17.503 25 -67.025 26 -20.518 13 -16.789 1 12.06 115 • 27 4 max 3.102 2 -9.572 19 67.005 26 9.895 19 441.711 P •514.56 . 26 28N - min -38.896 26 -66.885 26 -12.754 :13 .--22.289,L, I- -91.235 1 84.75 19 29 5!max!150.872 26 120.707 26 22.261 13 0 1 0 0 . • . 1 ' 30 min -16.25 15 19.812 14 -1ao.o29 26 0 1 0 0 1 ' Of .•.. Envelope Joint Reactions -- _ _ Ininf �- v flL.l I^ v rim r 7 flL.l I el -'-\Iv nL :_1 I n 11w RL :_l I n •11�r nL w_l • I n • 1 . _ N1 _ max 415.913 19 90.109 25 181.462 16 0 1 0 1 0 1 2 min -415.913 13 57.928 13 -181.45 4 0 1 0 1 0 1 3 N2 max 416.116 7 477.237 26 181.55 10 0 1 0 1 0 1 4 min -416.116 1 57.928 13 -181.55 4 0 1 0 1 0 1 5 'N32 max 22.262 19 120.989 26 157.087 26 " -' " 0 1 0 1 0 1 -6-''---' min -139.972 26 19.645 19 -12.392- -5' 0--�` 1 0 1 0 1 7 N33 max 139.91 26 120.6 26 16.25 15 0 1 0 1 0 1 8 min -22.262 13 19.813 14 -150.872 26 0 1 0 1 0 1 9 N35A max 140.042 26 133.855 26 38.627 9 0 1 0 1 0 1 10 min -22.262 13 19.863 13 -16.845 3 0 1 0 1 0 1 11 N34A max 22.262 19 131.023 26 18.717 17 0 1 0 1 0 1 12 min -139.98 26 18.198 16 -39.768 3 0 1 0 1 0 1 13 Totals: max 967 7 1060.94 26 458 16 14 min -967 1 195.705 13 -458 4 RISA-3D Version 14.0.2 [T:\... \... \... \... \5G installtion [2019]\M139 -Antenna & RRU Mounts.r3d] Page 4 Anchorage Capacity Calculations , In Accordance With Manufacturer's Specifications AT&T A PX Engineering Group, LLC M139[FA#10070209],19-0215.43 3400 Lakeside Drive, #525, Miramar, FL 33027 M. Phillips, July 2019 E N�! I I N GPA� G Page 1 of 1 Anchors at Antenna T HILTI HY-70, 1/2 0 with 2" Embedment (Hollo CMU & HIT -IC) Anchors (TYP.) T„ _ r 500 IbS (MAX Tension Reaction, Service) N = L, (Numbers of Anchors in Tension) TM.. = T„ / N (MAX Tension per Anchor) L 250 Ibs per Anchor I� V„ = 539 Ibs (MAX Shear Reaction, Service) V n = L2 (Numbers of Anchors in Shear) - t • • •''• • • •••• ••••• VMax = V. / n (MAX Shear per Anchor) • • • • • • = 269 Ibs per Anchor — •.• . '•;•.;,.•,;, TAllow = 495 Ibs (Anchor Allowable Tension Capacity, Service) ceneicSketch • 1501sti T Wall .•.• ... ••... V = 620 Ibs (Anchor Allowable Shear Capacity, Service) ,,. Allow — " r -. •••••• •••• ••••• = 5/3 (Combined Stress Exponent) _ _ 09669 • • • 000000 • •••••• . • • 5/3 - 513 • • • • •••••• TM.- VMax _ 250 269 • • • • • • _ ( Allow) + ( Allow) ( ) + �(_ 0) - 0.569 <_ 1.0 OK i ••• 0 — i'9i'ii T V 495 620 •. . 0 .. It 0 • • • - - 56.9% Stressed • • • • Anchors at RRU _ _ -- :•: —ITW-Buildex Tapcon, 1/4 0 with 1" Embedment T„ - 150E Ibs (MAX Tension Reaction, Service) - N = 2 F (Numbers of Anchors in Tension) TMax = T„ / N (MAX Tension per Anchor) = 75 Ibs per Anchor V„ = r 158 1 lbS (MAX Shear Reaction, Service) n = M 2 1 (Numbers of Anchors iri Shear) - VMax = V / n (MAX Shear per Anchor) = 79 Ibs per Anchor TAllow = 343 Ibs VAllaw = 500 Ibs X = 5/3 TMow) + VAMow) (Anchor Allowable Tension Capacity, Service) (Anchor Allowable Shear Capacity, Service) (Combined Stress Exponent) 75 51 79 5/3 343) + ( 500) = 0.126 <- 1.0 OK 12.6% Stressed RECEp e M139 (FA 10070209) 6#z4-#- 4 - �c T �U H. „ at&t r, F 602 NE 96th STREET • M IAM 1,FL 33138 %l /, • • 5G INSTALLATION • MRSFL019734 LOCAL MAP PROPERTY SUMMARY PROJECT DESCRIPTION INDEX OF DRAWINGS art. Nc 9,fi st S' > comma y 'bP FOLIO 1. THE WIRELESS COMMUNICATIONS FACILITY IS NOT INTENDED SHT. DESCRIPTION R. FOR HUMAN OCCUPANCY. N0. Ng. Z 11-3206-014-1410 T1 TITLE SHEET 0 P 2. THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND PROPERTY OWNER WILL NOT PRODUCE ANY SEWAGE. s T2 GENERAL NOTES 0 h.T NORTHEAST PRESBYTERIAN CHURCH 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING Cl SITE PLAN 0 602 NE 96th STREET DIMENSIONS AND CONDITIONS ON THE JOB SITE AND C2 EXISTING ANTENNA PLAN 0 NE 97th St N=_97th St — MIAMI, FL 33138 SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK LATITUDE OR BE RESPONSIBLE FOR SAME. C3 PROPOSED ANTENNA PLAN 0 C4 ELEVATIONS 0 m o` 25.863500' N 4. THE SCOPE OF WORK CONSISTS OF PROPOSING A C4.1 ELEVATIONS 0 a WIRELESS INSTALLATION: C5 DETAILS 0 m S�l RaiphFkgs LONGITUDE REMOVAL OF (3) EXISTING ANTENNAS C6 DETAILS 0 e NE96ThSt �� 80.184800' W REMOVAL OF (3) EXISTING RRUS IN ANTENNA AREA "=;6mst e REMOVAL OF (3) EXISTING RRUS IN EQUIPMENT ROOM E1 DC ELECTRICAL DETAILS 0 N_9othSt ZONING JURISDICTION INSTALLATION OF (3) NEW ANTENNAS AN-1 ANTENNA SCHEDULE 0 Q mwmi luxury � &AIsrr9'L-5r-ATi6 ;n... VILLAGE OF MIAMI SHORES INSTALLATION OF (3) NEW RRUS IN ANTENNA AREA rn q °' Mtarrtl Stwres i+ > Presbyle w church Cz. .. m` - m - - NE 95rh St --tir - - N.95thSt VICINITY MAP DESIGN CRITERIA CODE COMPLIANCE NElU6hSt uEl;nsc _'' �r.r DESIGN WIND SPEED: 175 MPH (ULTIMATE, 3-SECOND GUST) ALL WORK AND MATERIALS SHALL BE PERFORMED AND N'S<7IOwl,st " 9 Ir _ `�' © " "" `' ' ` NEttf4th5tom. MiemiCounlr7 136 MPH (NOMINAL, 3-SECOND GUST) INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF 14r, _ = HE nest Daysahool EXPOSURE: C THE FOLLOWING CODES AS ADOPTED BY THE LOCAL 1o6tns T m RISK CATEGORY: II GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE n,osrs NE1o"mst� OPEN STRUCTURE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE ma ca CODES. Nw 1:4msz m NL'6d:h St NE 103rd St - m Kuril Shven . - 1. FLORIDA BUILDING CODE, 6th EDITION (2017). i,,/ iC2M Sl �, .+ Country Club uE �" 2. NATIONAL S NAT L FIRE PROTECTION ASSOCIATION (N PA) 70-14, W10� i J. > a i � � � m � , �.F NATIONAL ELE , 2014 EDITION. E ELECTRICAL COD RF DESIGN VERIFICATION < x x g g NE°ti W1f>Gt„&t NE99<„St b NC dicta"' 3. ASCE 7-10. 4. TIA-222-G WITH ADDENDUM 1, 2, 3 & 4 APPLICABLE eft 1nv99 si Nr v> Nr x M1.'w 961h st -NW %tKS( HE9ft St Nh 9 €t ' , :, STANDARDS. 5. LIFE SAFETY CODE NFPA-101-2015. _. NE v' Nw 97td $t Q7t!aS pEyctl'st vw9un91 l'NW96t„.� SITE LOCATION 1 "18� °' NE95' DESIGN BASED ON RFDS #2997138 6, FLORIDA FIRE PREVENTION CODE, 6th EDITION (2017). 7. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) s N1- .>> r3 DATED 06 17 19. CONTRACTOR 360-10 AND 341-10. 8. UNDERWRITERS LABORATORIES (U.LJ APPROVED b q HF95rdst y a NE9ztst SHALL REQUEST CURRENT REDS ELECTRICAL PRODUCTS. m R NE72n1 !` "dS' m bff9�#Txrnee 19tzi: ., =. AND CURRENT WORKBOOK FROM 9. LOCAL JURISDICTIONAL REQUIREMENTS. 10. CITY/COUNTY ORDINANCES. Nw 9tet 5e n eY NE9s'Nt Sty Nrft;,s, NE9ot„st "� ems` MASTEC NETWORK SOLUTIONS 2 91 es 3 NE699" > ^' i i NEr HE96t„St CONSTRUCTION MANAGER PRIOR >E1 Paf1aIS Nt 62m� .� 1 gl}1 Si a. alt TO CONSTRUCTION . h') .t f; ri n 85th3t- _St REV DATE DESCRIPTION A 7/10 19 PRELIMINARY B 7/22/19 REVISED 0 SAF/19 FOR PERMIT APX PROJECT NO.: 19-0215.43 DRAWN BY: OJ CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNEFZ.F�Np jTS AFFlLIATES. REPRODUCT19 017 0 OF THIS DRAWING AND/OR THE.JWW*tAT10N COI 41Wiw Ill IS FORBIDDEN WITHOUT THE WRITTEN • • PERMI6SIONII OF THE OWNER. • • • •• • • . ••A Pwx- 0 a 0 N G 141 1 E R40 N G G11*414i:• •••••• • 3400 LAKESIDE DRIVE, SUITF•525 • • MIRAMAR, FL 33027 • • • • • • • • (9544 144-1538 • • CERTIFICATFp •6 �SAWTHORIZATION 31948 at &t 8601 W SUNRISE BOULEVARD PLANTATION, FL 33322 No.68312 N 5 T F : 41 O R 1P,. � � ��� aaa a DATE OF SIGNATURE: 8/7/19 M139 602 NE 96th STREET MIAMI, FL 33138 TITLE SHEET T1 1. FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: OWNER - AT&T MOBILITY ENGINEER - APX ENGINEERING GROUP, LLC. CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 2. PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL EXISTING CONDITIONS, (2) CONFRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER. 3. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. 4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL IN ADVANCE OF THE CONSTRUCTION START DATE. 5. LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR AND INCIDENTAL TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS AND/OR AS SPECIFIED HEREIN. LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SYSTEMS, INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. 6. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO PROCEED. 7. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ENGINEER AND THE CONSTRUCTION MANAGER. 8. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK. 9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. 10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, CURBS, GALVANIZED SURFACES, ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME RESULTING FROM THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION OF THE CONSTRUCTION MANAGER. 11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE GENERAL AREA CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND DISPOSING OF SAME IN A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S RECOMMENDATIONS EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 13. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL AS LOCAL AND STATE CODES, ORDINANCES AND APPLICABLE REGULATIONS. 14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK, INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. 15. WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS -BUILT DRAWINGS, SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER CLOSEOUT DOCUMENTATION AS REQUIRED BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNER'S ACCEPTANCE. 1. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. 2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. 3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION SHALL BE USED WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. 4. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE LANDLORD AND/OR LOCAL UTILITIES. 6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. 7. ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. B. THE SUB -GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 9. BACKFILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE FREE OF ALL ROOTS, BOULDERS, OR OTHER DELETERIOUS MATERIAL. 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS .TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL, • 11. SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED • IN THESE DRAWINGS. • SITE WORK NOTES 2- 1. MATERIAL: 00 A. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC "STEEL CONSTRUCTION MANUAL". • • B. ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 ANq ASTM A153 STANDARDS. •• C. ALL STRUCTURAL PLATES, ANGLES, AND CHANNELS SHALL BE ASTM A36 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. D. ALL TS MEMBERS SHALL BE ASTM A500 GRADE B (Fy=46ksi), AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. E. ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (Fy=42ksi), AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. F. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B, AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. 2. DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL. 3. WELDING; A. ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1, LATEST REVISION. B. ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING. 4. ALL BOLTS SHALL BE GALVANIZED 3/4" DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED BY AISC. SECURE NUT WITH LOCKING WASHER. 5. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE. 6. THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTION. 7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION. 8. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN X5 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. 9. THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT RAINWATER INTRUSION. 10. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD SPLICES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SPLICES. 11. AT THE CONTRACTOR'S OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. 12. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS OF CUTS, CONNECTIONS, CAMBER, HOLE, AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, AND TYPE OF WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS' SECTIONS. GENERAL NOTES 11 I STEEL NOTES 13J REV DATE DESCRIPTION A 7/10/19 PRELIMINARY B 7/22/19 REVISED 0 8/7/19 FOR PERMIT APX PROJECT NO.: 19-0215.43 DRAWN BY: OJ CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTIQMtt�JOFP SSE OF THIS l!��D�IRREA�pWING ,AND/OR THE bEiJQWITHOUNT THC WRhTE I� TG IS FORBID • PERM$SIOI,4 QF THE OWNER. • •• •••• •••••• ap • • • `tile ••••• • E N G I••r1 E E Rj N G G R,i ii t• 3400:!AIIE•�dIVE, SUITE•525 • IRAMAR, FL 33027 (954� J44-1538 : • • • • CERTIFICIT F 1f10RIZATION 31948 at&t 8601 W SUNRISE BOULEVARD PLANTATION, FL 33322 o1�Q. 0 GCE IV i ' No. 68312 N x : W E4F 04 O R 1 O ,�G ,% AL • •�,o�`. DATE OF SIGNATURE: 8/7/19 M139 602 NE 96th STREET MIAMI, FL 33138 SHEET NAME GENERAL NOTES SHEET NUMBER T2 t'6 EXISTING CONCRETE BELL TOWER NE 96th ST CITY SIDEWALK m � / \ EXISTING \ � / BUILDING \\ 1 1 \ / C2 C3 ...Y..,�............... .u,r,,,,, EXISTING ROOFTOP I= BUIST NG LDING EXISTING DRIVEWAY EXISTING < BUILDING n REV DATE DESCRIPTION A 7/10/19 PRELIMINARY B 7/22/19 REVISED 0 8/7/19 FOR PERMIT APX PROJECT NO.: 19-0215.43 DRAWN BY: OJ CHECKED BY: M. ABBEY M139 602 NE 96th STREET MIAMI, FL 33138 SHEET NAME SITE PLAN SITE PLAN �IC SCALE EXISTING SPRINT RRUS ON TRIPOD (TYP.) EXISTING AT&T RRUS-32 B30 EXISTING AT&T ANTENNA ® 85'f EXISTING AT&T EMPTY DC-6 SURGE SUPPRESSOR EXISTING AT&T ANTENNA ® 79'f EXISTING AT&T ANTENNA O 72't TO BE REMOVED EXISTING AT&T RRUS-32 82 EXISTING AT&T RRUS-32 B66A (BELOW) AND EXISTING AT&T RRUS-11 912 TO BE REMOVED (ABOVE) NOTE: REFER TO CURRENT RFDS FOR EQUIPMENT MODELS. EXISTING AT&T ANTENNA ® 79't (ABOVE) AND EXISTING AT&T ANTENNA O 71'f TO BE REMOVED (BROW) EXISTING AT&T RRUS-32 B66A (BELOW) AND EXISTING AT&T RRUS-11 B12 TO BE REMOVED (ABOVE) EXISTING AT&T ANTENNA ® 85't EXISTING AT&T RRUS-32 B30 (ABOVE) AND RRUS-32 B2 (BELOW) EXISTING AT&T DC-6 SURGE SUPPRESSOR (TYP. OF 2) EXISTING AT&T RRUS-32 B30 EXISTING AT&T RRUS-32 82 EXISTING AT&T ANTENNA ® 85'f EXISTING AT&T ANTENNA ® 77't EXISTING AT&T ANTENNA O 75'f TO BE REMOVED EXISTING AT&T RRUS-32 866A (BELOW) AND EXISTING AT&T RRUS-11 B12 TO BE REMOVED (ABOVE) REV DATE DESCRIPTION A 7/10/19 PRELIMINARY B 7/22/19 REVISED 0 8/7/19 FOR PERMIT APX PROJECT NO.: 19-0215.43 DRAWN BY: OJ CHECKED BY: M. ABBEY u M139 602 NE 96th STREET MIAMI, FL 33138 SHEET NAME EXISTING ANTENNA PLAN EXISTING ANTENNA PLAN„ 41 1) C2 TOP OF EXISTING TOWERS TOP OF EXISTING TOWER EL. 150t EL. 150't Y REV DATE DESCRIPTION A 7/10/19 PRELIMINARY B 7/22/19 REVISED 0 8/7/19 FOR PERMIT APX PROJECT NO.: 19-0215.43 DRAWN BY: OJ CHECKED BY: M. ABBEY DRAWING IS COPYRIGHTED AND IS OLE PROPERTY OF THE OWNER. IT ODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. r.REPRODUCT,O* 0. QSE OF THIS DRAWING - • OR THE INFORMXTION CONTAINED IN FORBldb"*THOUT THP WRIMI!Ns • •PER%SSIOIj •• QF THE OWNER. •• •••• •••••• op• • • E N G I N E E R I N G G R O U P• 3400;LSf0;ARIVE, SUITE 525 • • •MIRAMAR, FL 33027 • • • • • (954� • 744-1538 • • • • • • • • • • CERTIFIdTE OF AU14i0RIZATION }1946 RAD CENTER OF EXISTING RAD CENTER OF EXISTING RAD CENTER OF EXISTING RAD CENTER OF EXISTING AT&T ANTENNA SECTOR A - AT&T ANTENNA (SECTOR C) AT&T ANTENNA SECTOR C AT&T ANTENNA SECTOR B EL. 85't EL. 85 t EL. 85't EL 85't RAD CENTER OF EXISTING AT&T ANTENNA (SECTOR A)� RAD CENTER OF EXISTING rLAT&T ANTENNA (SECTOR C) RAD CENTER OF EXISTING AT&T ANTENNA (SECTOR C)� - RAD CENTER OF EXISTING ANTENNA (SECTOR B) ���� EL. 79't _-._ _ __ EL 79't EL. 7A 0AT&T EL. 77't RAD CENTER PROPOSED A AT&T ANTENNA (SECTOR A)�, RAD CENTER OF PROPOSED RAD CENTER OF PROPOSED RAD CENTER OF PROPOSED 8601 W SUNRISE BOULEVARD EL 71'i —\p (SECTOR C) AT&T ANTENNA (SECTOR AT&T ANTENNA (SECTOR B) PLANTATON, FL 33322 =� 72ENNA �h EL. 75'f ��� �����,`Q:�:•' CAE IV ••'•f� PROPOSED AT&T GABLES ROUTED PROPOSED AT&T GABLES ROUTED — VERTICALLY TO 2nd FLOOR EQUIPMENT ROOM VERTICALLY TO 2ND FLOOR EQUIPMENT ROOM No. 68312 TO EMPTY DC-6 (APPROX LENGTH 100't) TO EMPTY DC-6 (APPROX. LENGTH 100't) :W ST F : Af _— A, • `,,� V • ���` NAL14 DATE OF SIGNATURE: 8/7/19 f EROOMG AT&TIPMENTFLOOR T& IPMENT EROOMGIN _ -I M) 39 2Qd IDnFLOOR 2Qd I 602 NE 96th STREET MIAMI, FL 33138 GRADEh GRADE� SHEET NAME �� ;:�...��. �. .�..� ����-.�..� � EL 0' '1?a�` ELEVATIONS SHEET NUMBER C4 NORTH ELEVATION 0 1 SOUTH ELEVATION = 20' 2 01 TOP OF EXISTING TOWER TOP OF EXISTING TOWER EL 150't EL. 15XY REV DATE DESCRIPTION A 7/10/19 PRELIMINARY B 7/22/19 REVISED 0 8/7/19 FOR PERMIT APX PROJECT NO.: 19-0215.43 DRAWN BY: OJ CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS IN THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION QA YSE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN • i IS FORBIDDCT VMOUT THL• WWRERW -- - ••• PERkUSSIOti 2F THE OWNER. • •• ••• •••••• K- ENGINEERING GROUP • 3400 tdRLeISE• DRIVE, SUITE 525 • • •MIRAMAR, FL 33027 • • • • : • (954) .44-1538 : • • • • CERTIFICATE OF AU*iORIZATION 31948 RAD CENTER OF EXISTING RAD CENTER OF EXISTING RAD CENTER OF EXISTING AT&T ANTENNA SECTOR C AT&T ANTENNA SECTOR B AT&T ANTENNA SECTOR A EL. 85'f RAD CENTER OF EXISTING EL. 85't RAD CENTER OF EXISTING EL. 85't RAD CENTER OF EXISTING AT&T ANTENNA (SECTOR C)� AT&T ANTENNA (SECTOR B)� AT&T ANTENNA (SECTOR A) ���� EL. 79't EL. 77't EL. 79'f RAD CENTER OF PROPOSED RAD RAD CENTER OF PROPOSED a RAD CENTER OF PROPOSED 0 ATa ANTENNA (SECTOR A) 8601 W SUNRISE BOULEVARD ANTENNA SECTOR C - AT&T ANTENNA SECTOR B Y " 71� PLANTATON, FL 33322 EL 72't - - EL 75't � - G E N C?� �', . No. 68312 N PROPOSED AT&T CABLES ROUTED PROPOSED AT&T CABLES ROUTED • W VERTICALLY TO 2ND FLOOR EQUIPMENT ROOM VERTICALLY TO 2ND FLOOR EQUIPMENT ROOM ST k/ TO EMPTY DC-6 (APPROX. LENGTH 100'f) TO EMPTY DC-6 (APPROX. LENGTH 100't) - -- R I•�C % NAL�•���`� DATE OF SIGNATURE: 8/7/19 EXISTING AT&T EQUIPMENT EXISTING AT&T EQUIPMENT M 1 39 ROOM INSIDE 2nd FLOOR ......... .. ROOM INSIDE 2nd FLOOR 602 NE 96th STREET MIAMI, FL 33138 GRADES GRADEOL SHEET NAME EL 0'Y .���`li. EL. 0' �.. \`..,.'.a. ELEVATIONS SHEET NUMBER C4.1 WEST ELEVATION ° '° 2° 1 EAST ELEVATION IV2 GRAPi,icscmz GR*W SOU PROPOSED ANTENNA TILT BRACKET PROVIDED W/ ANTENNA PROPOSED PIPE MOUNTING • BRACKETS PROVIDED W/ ANTENNA (TYP.) PROPOSED UNISTRUT - - 4 I P1000 (TYP.) PROPOSED AT&T 3 4 ANTENNA (TYP.) / n n EXISTING ANTENNA 5 I e PROPOSED AT&T RRU • MOUNTING PIPE (TYP.) • PROPOSED A*$ BOLT INTO • • UNISTRUT CHANNEL NUT (TYP.) • • III PROPOSED Ys 0 TAPCON • • W/ 1Y4 EMBED B' O.C. MAX (TYP.) • 1 Lq QD • • NOTES: II I • • PROPOSED ANTENNA 1. UNIT SHALL BE MOUNTED AS PER PLAN VIEW FRONT VIEW BRACKET PROVIDED W/ MANUFACTURER'S RECOMMENDATIONS. ANTENNA 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A "SNUG TIGHT" CONDITION AS DEFINED BY AISC. MANUFACTURER: KATHREIN MODEL: 800372965 WEIGHT: 84.9 LBS (CLAMPS INCLUDED) ANTENNA MOUNTING DETAIL NTS NTS 2 ANTENNA SPECS NTS 3 0 1 SIDE VIEW 13.2" lu n Ld , f I f� 13 2" � 14.9" 4►-14.9"� PLAN VIEW FRONT VIEW PLAN VIEW FRONT VIEW MANUFACTURER: MODEL: KATHREIN 840-370964K MANUFACTURER: ERICSSON MODEL: RRUS-4449 B5/B12 WEIGHT: 52.9 LBS (CLAMPS INCLUDED) WEIGHT: 70.0 LBS ANTENNA SPECS NTS 4 RRU SPECS NTs 5 (NOT USED) 6 REV DATE DESCRIPTION A 7/10/19 PRELIMINARY B 7/22/19 REVISED 0 8/7/19 FOR PERMIT APX PROJECT NO.: 19-0215.43 DRAWN BY: OJ CHECKED BY: M. ABBEY M139 602 NE 96th STREET MIAMI, FL 33138 SHEET NAME DETAILS SHEET NUMBER C5 ANTENNA POSITION # 1 LOW HIGH HIGH x X X % X X X 5G NR Upgrade 3 — Antennas / Sector ANTENNA POSITION # 3 LOW LOW HIGH HIGH x x x x x x x x X X x x x X x x X X x x X x x x x x x x x x x x x x x x x x x x ANTENNA POSITION # 4 LOW HIGH HIGH X X X X X x 4 2 5 20A 25A 25A 30A - - sL 30A SL 20A LTE r1- UNIT • • • • • WCS RRH 700/850 RRH AWS RRH PCS RRH KEYNOTE LEGEND: 1. -48V DC POWER PLANT. 2. (1) RACK MOUNTED RAYCAP DC SURGE PROTECTOR. 3. RAYCAP FIBER AND DC DISTRIBUTION UNIT (DC6-48-60-18-8F). NOTES; 4. #8 AWG CONDUCTORS. 1. CONTRACTOR SHALL USE ERICSSON PROVIDED DC 5. PROVIDE (2) 6-CONDUCTOR #8 AWG BUNDLES FOR DC POWER FROM RAC POWER CABLE CONNECTOR. MOUNTED RAYCAP SURGE PROTECTION UNIT TO THE RAYCAP FIBER AND 2. CONTRACTOR SHALL REMOVE EXISTING UNUSED COAX DISTRIBUTION UNIT ON TOWER. AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES. 6. PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RRH UNITS. RISER DIAGRAM (TYP. PER SECTOR) 1 DC RISER DIAGRAM 2 REV DATE DESCRIPTION A 7/10/19 PRELIMINARY B 7/22/19 REVISED 0 8/7/19 FOR PERMIT APX PROJECT NO.: 19-0215.43 DRAWN BY: OJ CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OW NSE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN •f= IS FORBIDb&PVIITHOUT THL• I/N1TtC�J• PER SIO OF THE OWNER. •• ••• •••••• • • • c • AAMER • ••• PIRMEW"'TDOO • EIN GIN EyE RI IN GROUP• 3400 "ES11l OPIVE, SUITE 525 • •MIRAMAR, FL 33027 • • • (9541 744-1538 • • • • • • CERTIFICRTE OF AUAiOR17ATION 31948 at&t 8601 W SUNRISE BOULEVARD PLANTATION, FL 33322 A. �� Q. ✓ G E' N Slip No. 68312 �� N SIT ; ?STAT�tOF .c ID S �0 R I •���e 1ONA1. DATE OF SIGNATURE: 8/7/19 IN I M139 602 NE 96th STREET MIAMI, FL 33138 SHEET NAME DC ELECTRICAL DETAILS SHEET NUMBER E1 DC / FIBER DEMARCATION BOX RAYCAP DC FIBER DEMARCATION BOX CABLES MOUNTING HEIGHT MODEL QUANTITY MODEL SIZE QUANTITY LENGTH PER LINE VARIOUS DC6-48-60-18-8F 3 ROSENBERGER (18) PAIR FIBER TRUNK 3/8" 3 (SEE C3) (6) #8 AWG CONDUCTOR SHIELDED DC CABLE 3/4" 6 (SEE C3) ANTENNA AND COAX SCHEDULE ANTENNA CABLES RRU TMA DIPLEXER FILTER SECTOR AZIMUTH RAID ANTENNA MA F ANTENNA MODEL ANTTTEYNNA CABLE MODEL SIZE i% OF CABLE LENGTH COLOR MODEL QTY. MODEL QTY. MODEL TOWER GROUNDCENTER MODEL QTY. ALPHA (Al) 350' 79' KMW ET-X-UW-68-14-65-18-iR-AT 1 ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 1 15' 1 RED RRUS-32 B30 1 - - - - 2 - - ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 1 15' - - - - - - - - - 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10' - - - - - - COAX CABLES 7 8" 2 E - - - - - - - - - ALPHA (A2) ALPHA (A3) 350' 71' KATHREIN 800372965 1 ROSENBERGER FIBER JUMPER DC6 TO RRU) 3 8" 4 15' 3 RED RRUS-4449 B5 B12 1 - - - - - - - • ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU) 7/16" 3 15' RRUS-32 B66A 1 - - - - - - - 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 8 10' - - - - - - _ ALPHA (A4) 350' 85' KMW ET-X-UW-68-14-65-18-iR-AT 1 ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 2 15' 4 RED RRUS-4478 B14 G 1 - - - - 2 - - • • • ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7/16" 1 15' RRUS-32 B2 1 - - - - - - f_- 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10' - - - - _ - _ COAX CABLES 7 8" 2 E - - - - - - - - BETA (61) 90' 77' KMW ET-X-UW-68-14-65-18-iR-AT 1 ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 1 15' 1 BLUE RRUS-32 B30 1 - - - - 2 - - • • ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 1 15' 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10' _ _ - - - - - _ COAX CABLES 7 8" 2 E - - - - - - - - - BETA (B2) BETA (63) 90' 75' KAIHREIN 840-370964K 1 ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 4 15' 3 BLUE RRUS-4449 B5 B12 1 - - - - - - - ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 3 15' RRUS-32 B66A 1 - - - - - - - 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 8 10' - - BETA (64) 90' 85 KMW ET-X-UW-68-14-65-18-iR-AT 1 ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 2 15' _ v 4 BLUE RRUS-4478 B14 G 1 - - - - 2 - - ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 1 15' RRUS-32 B2 1 - - - - - - - 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10' - - COAX CABLES 7 8" 2 E - - - - - - - GAMMA (Cl) 270' 79' KMW ET-X-UW-68-14-65-18-iR-AT 1 ROSENBERGER. FIBER JUMPER DC6 TO RRU 3 8" 1 1 15' 1 GREEN RRUS-32 B30 1 - - - - 2 - - ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 1 15' - - - - - - - - - 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10' -'-COAX CABLES 7 8" 2 (E) - - - - - - - - - GAMMA (C2) - - - - - - - - - - - - - - - - - - CA + AA (C3) 2701' 72' KATHREIN 840-370984K 1 ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 4 15' 3 GREEN RRUS-4449 B5 12 1 - - - - - - - ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 3 15' RRUS-32 B66A 1 - - - - - - - 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 8 10' - - - - - - - - - GAMMA (C4) 270' 85' KMW ET-X-UW-68-14-65-18-iR-AT 1 ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 2 15' 4 GREEN RRUS-4478 B14 G 1 - - - - 2 - - ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 1 15' RRUS-32 B2 1 - - - - - - - 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10' - - - - - -COAX CABLES 7 8" 2 E - - - - - - - - - DELTA (D1) - - - - - - - - - - - - - - - - - - DELTA (D2) - - - - - - - - - - - - - - - - - DELTA (D3) - - - - - DELTA (D4) TOTAL EXISTING 9 TOTAL REMOVED 3 TOTAL REPLACED 3 OVERALL TOTAL 9 TOTAL COAX 12 (E) TOTAL 15 TOTAL 0 TOTAL 0 12 - 0 POWER 15 225' LEGEND (E) = EXISTING (G) = GROUND/SHELTER FIBER 21 315' JUMPER 60 600' 51116" CARET BLES 3 (E) ANTENNA AND COAX SCHEDULE 1 REV DATE DESCRIPTION A 7/10/19 PRELIMINARY B 7/22/19 REVISED 0 8/7/19 FOR PERMIT APX PROJECT NO.: 19-0215.43 DRAWN BY: of CHECKED BY. M. ABBEY M139 602 NE 96th STREET MIAMI, FL 33138 SHEET NAME ANTENNA SCHEDULE SHEET NUMBER AN-1 \ LEGEND: \ \ A SECTOR GROUND BAR (TYP) \O B COLLECTOR GROUND BAR \ \ I \ I C ANTENNA \ \ D E F G H J SINGLE PAIR FIBER & DC POWER \ 1/2" JUMPER CABLE (TYP) MOUNT PIPE DC POWER & FIBER TO RAYCAP UNIT I I REMOTE RADIO UNIT (RRU) (IF APPLICABLE) I I DC6 RAYCAP SURGE SUPPRESSOR (IF APPLICABLE) #2 AWG SOLID BARE OR JACKETED TINNED COPPER (TYP.) l t1 \Q B I NOTES: 1. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. ALL EXOTHERMIC CADWELDS SHALL BE PERFORMED BY CERTIFIED TECHNICIAN. 2. PROVIDE WEATHER PROOFING AND GROUNDING KIT TO BOND DC POWER CABLE SHIELD TO EXTERNAL HATCH PLATE GROUND BAR. 3. PROVIDE GROUND CONNECTION FOR DC POWER CABLE SHIELD TO "P" SECTION OF CRGB WITHIN SHELTER. 4. CONTRACTOR SHALL USE THEFT RESISTANT GROUND WIRES AND BARS WHEN FEASIBLE. 5. CONTRACTOR SHALL MAINTAIN A 12" MINIMUM GROUND WIRE BEND RADII. 6. GROUND LUGS, HEATSHRINK AND CLAMPS DEVICES SHALL COMPLY WITH AT&T GROUNDING AND BONDING PRACTICE TP-76416. ANTENNA GROUNDING SCHEMATIC (TYP.) EXISTING GROUND #2 AWG SOLID BARE OR BAR JACKETED TINNED COPPER (TYP.) " SS WASHER 0 0 0 0 0 ®® o ��— %"x34" SS BOLT 0 ® �0 0�0®00®0 SS WASHER " SS LOCK WASHER • " SS NUT age ••• w • ••• NOTES: • • 1. UTILIZE EXISTING AT&T GROUND BARS AND GROUNDING. • • 2. ADD GROUND BARS IF THERE ARE INSUFFICIENT LUG POSITIONS. 3, REFERENCE AT&T BONDING & GROUNDING PRACTICE TP76416. TYPICAL GROUND BAR CONNECTION DETAIL NTS 121 1. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. 2. GUARANTEE/WARRANTY: GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, SHORTS, GROUNDS, ETC., FOR A PERIOD OF ONE YEAR. FURNISH WARRANTY SO THE DEFECTIVE MATERIAL AND/OR WORKMANSHIP WILL BE REPAIRED/REPLACED IMMEDIATELY UPON NOTIFICATION AT NO COST TO THE OWNER FOR PERIOD OF WARRANTY. 3. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 4. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40. OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 5. LIQUID —TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID—TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 6. WIREWAYS SHALL BE EPDXY —COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 7. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY —COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 8. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY —COATED, OR NON —CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 9. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 10. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. NTS 1 1 1 GROUNDING NOTES REV DATE DESCRIPTION A 7/10/19 PRELIMINARY B 7/22/19 REVISED 0 8/7/19 FOR PERMIT APX PROJECT NO.: 19-0215.43 DRAWN BY: OJ CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTIO14 0% WSE OF THIS DRAWING AND/OR TH[ INFORM/QION CONTAINED IN •IT IS FORBIDELONOATHOUT THL•MRMw* ION F THE • PERM, ERM SSOWNER. • • w • •�;s'• 's. • • Cl • • ••• • • i:...,. ..a • •ENG IN E ERI NG GROUP• 3400 lARBEIOE•ORIVE, SUITE 525 • •MIRAMAR, FL 33027 • • • (954) 744-1538 • • • • • • CERTIFICOTE OF AUIHORIZATION 31948 } at&t 8601 W SUNRISE BOULEVARD PLANTATION, FL 33322 C•EiV t No.68312 ; N• C1�:�• ST�TE OF 24 �i�S • 0 R �r'l, �ONAL• '00' 'I'l DATE OF SIGNATURE: 8/7/19 M139 602 NE 96th STREET MIAMI, FL 33138 SHEET NAME DETAILS SHEET NUMBER 3 C6