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ELC-14-850r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-226977 Permit Number: ELC-4-14-850 Scheduled Inspection Date: January 23, 2015 Permit Type: Electrical - Commercial Inspector: Devaney, Michael Inspection Type: R�g�h Owner: CHURCH, Work Classification: Addition/Alteration Job Address: 602 NE 96 Street Miami Shores, FL Phone Number (305)754-9541 Parcel Number 1132060141410 Project: CHURCH Contractor: KENNETH A PERRY ELECTRIC INC Phone: (727)224-2964 liuuaing uepartment comments SPRINT TO UPDATE THEIR EXISTING ANTENNA AND FIBER COAX. NO ADDITIONAL AC CIRCUITS REQUIRED. INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 22, 2015 For Inspections please call: (305)762-4949 Page 25 of 25 Miami Shores Village ' Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 +BC20(✓ BUILDING 11 11 Permit No. C -LC-- PERMIT APPLICATION Permit Type: Electrical JOB ADDRESS: 602 N E 96th Street Master Permit No.a �--_ City: Miami Shores County: Miami Dade Zip: Folio&arcel#: 11-3206-014-1410 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): NE Presbyterian Church U S Address: 602 NE 96th Street City: Miami State: FL Tenant/Lessee Name: Sprint Email: landlordsolutions@sprint.com CONTRACTOR: Company Name: Address: 33618 Phone#: 305-321-5655 City: State: FL_ Zip: �� Qualifier Name: fm Phone#: State Certification or Registration #: ' . Certificateni VA— #: Contact Phone#: �Z G _% ^4 "7��Emai1 Address: �� A— cms1 (vd DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 2 1 w Square/Linear Footage of Work: Type of Work: ❑Address ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: Sprint to update their existing antennas and fiber coax. No additional AC circuits required. Submittal Fee Permit Fee $ j3-O��aa CCF $ 1 CO/CC $ C ,-- Scanning Fee $ Radon Fee $ DBPR $ =1 Bond $ Notary $ Training/Education Fee $ Q Technology Fee $ L Double Fee $ ) Structural Review $ TOTAL FEE NOW DUE $ 1 GO Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) N/A 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 ,lire absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatur ' _ Owner or Agent Contractor The foregoing instrument was acknowledged before me this AL day of i C. 20 t -t/, bY. who is onally known�to mer who has produced As take an oath. The foregoing instrument was acknowledged before me this day of t 20 , by ham 6h l&rl 1 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ��`,aP allcrlAR LIVET • Notary Public . - Staid of Florida • g �Y Gomm. ExpiresS.2 f' ; ,µ°•'- Commission # NovEE,2 2014 Sign: ' Bon 721 ar Assn. Print: NOTARY PUBLI MICHAEL LINET }�. rolary Public - State of Florida Sign: w «e;�.• YCO aEspires tYoy 16.2014 Through National Notary Assn. Print: j My Commission Expires: ����� My Commission Expires: ze. Ay APPROVED By A�� U Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) �JA �tl5m�..�\:?\ \ \\. SNOW To: MIAMI SHORES VILLAGE Page 3 of 5 2014-09-24 17:33:19 (GMT) Frnm• (`h—Le RICK SGOTt GOVERNOR KEN LAWSON, SECRETARY To: MIAMI SHORES VILLAGE Page 2 of 5 2014-09-24 17:33:19 (GMT) 12605722253 From: Chuck Grijalva c o� ,aIFICATE OF LIABILITY INSURANCE bATE(MMJODJYYYY) CERT 09/24/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Mutual Insurance Inc CONTACT_ Mitchell Marsh ext 2214 --I- _ 1900 1st Ave North PHONE (727) 896-0006 1ucF°x :(727) 821-7483 _— _ wo)— PO BOX 12350 E-MAIL mmarsh@mutualinsuranceinc.com -ADDRESS:_ .... .__ ....__-....__.—.-..... St Petersburg FL 33713 INSuSS}AFPORDINGCOVERAOE N..Ca INSURED Kenneth A Perry Electric Inc & Damon Louis Perry 3121 Lown St N St Petersburg FL 33713- INauRERa: Auto Owners Insurance Co 18988 SER B:SUM1Bridgefield Empl Ins— 131267 INGURERC:Owners Ins Co 32700 I sURER0,Southern Owners Ins 110190 N E: CAVFRAGFS f1=0TIc1LTATC alnaaoco. Ge►/leenrl u1IRAMCM. 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. ILT R TYPE OF INSURANCE ADDL SUER POLICY Err! POLICY EXP LIMITS C GENERALLIABILITY :. .. 20577705 09/01/2014 0910112015 EACHOCCURRENCE $ 1,000,000 ' X , X COMMERCIAL GENERAL LIABILITY -�-----... .. --"--- DAMAGE TO RENTED 50,000 PRFMICFR (Ea—anraDC4.,. S CLAIMS -MADE X J OCCUR , _ _ MED EXP (Ani aneoersoN--_-5 _- 5,000 X No deductible1,000,000-- ..--__-�_..... ....._ • PERSONAL 6 ADV INJURY-- ---- ___-.........-_____ I ENERALAGGREGATE - S 1,000,000 GENT AGGREGATE LIMIT APPLIES PER: � POLICY I PRO- LOC I' __X -.1,000000 S A AUTOMOBILE LIABILITY 4199749100 09/02/2014 9/0212015 COMBINED INGLE LIMIT -(Ea accident)L— -- S X ANY AUTO BODILY INJURY (Per person) S 500,000 AILL AUTOS J AUTOSULED i —... --- . BODILY INJURY (Peraccident) . S 1,000,000 - --- X HIRED AUTOS X ' ALOITN SWNED - PROPERTY GE S 500,000 b D X UMBRELLA LIAO X OCCUR 4199749101 9/01/2014 9/01/2015 EACH OCCURRENCE S 1,000,000 EXCESS LIAR CLAI MS. MADEI AGGREGATE 1,000,000 RETENTIONDED B i WORKERS COMPENSATION 830-349959/11/2014 911112D15 X WCSTATU- OTH- AND EMPLOYERS' LABn rIY [A .._--LT.ORX.LI+AITS. - - ANYPROPRIETORlPARTNEWEXECUTIVEIN OFFICEWMEMBER EXCLUDED? ] E.L,EACHACCIDENT S 500,000 (Mandatory in NH) E.L DISEASE - EA EMPLOYEE S 500,000 I/ s, describe under --- -- 500,000 "ISPTION F . DISEASE -POLICY LIMIT S i DESCRIPTION OF OPERATIONS I LOCATIONS (VEHICLES (Attach ACORD 101, Addidand Remarks SoheduN M mon space is required) 30 Days notice of cancellation except for 10 days notice for non payment. Qualifier and License Holder. Damon Louis Perry #EC13003839 Miami Shores Village 10050 N E 2nd Ave. Miami Shores hl V I J E YL SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. FL 33138• AUTHORIZED REPRESENTATIVE 2? &' Fax: ( ) - 9)1986-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010!05) The ACORD name and logo are registered marks of ACORD To MIAMI SHORES VILLAGE Page 4 of 5 2014-09-24 17:33:19 (GMT) 12605722253 From: Chuck Grijalva .. 77� 77 ..PETERSBURG, F _.. LOCAL BUSINESS TAX RECEIPT 201AOCOUNT NO. DATE EXPIREES 9/30120 68392. August 26, 2014 SEW W�km BUSINESS:- . K:ETH'A. PERRY E.LFCTRIC INC. 3121.LOWN ST N SA INT..'PETERSBURG FL 33713-2.932 i3( f)2 996 DESCRfFTiQN F QGCUPATlON, PROFESSION, OR. BUSIN6S5 F�TRzcAL CozTlicT(� 65.00 #I-EC.13003839 ##EC13003839. 0.00 0.00 _ 082211465.00 0964717 .. TOTAL 0.00 KENNETH A PERRY I- EC IRIG INC 3121:LOWN STN. SAINT PETERSBURG FL 33713 . business ! €. ! d :cn, address, mailing ; ir1CT r6c'riit t:}:' address, S �uCi.i .cl: ..... .. or -Th'Stxsrd �susbaes wei € oe-, 1.Changes..Yt not �4l1C'+ l the holder to vlatrs'.ift.:��3v . I z... l,. �r �u++ { ��+ y �:'.y4,,.�'+ $ .r>> p� ,+� yt u�'+ -ions t.� the, 'i.J+?'InC+ .?s, activity4.. may require: additF: nje-tf applications. .ice „}+;+� t' c 1.�.854ge €4 s�.YizgiYs,€ !J"`£3.4.'...lk4flf3:t, i{, }�'}r ##...y }}gy�m{{ yj rypy +� [��+ /��^�(+�+pg rypy ':. 4 '+..� x{Cin.a'G Yt � I� O If r.4s, S.e making8, t' a f+ 4!�'.;t�i !t t. i.q 4.JL` %.. ipti n o G .. .. .. _. is g (A fui '�°,��iEi�i AixF3� l:.r3£ 1P6 atil€l4R r...:. rec l t r€ icy i1rJ� reflect Sl € f.,1!irr" business a nat lI ; �Y{. e .ova C r6 ! ;.E P l UE' bCPIEtI:�.f€nce, Tiflis 1¢Yf:.fl52a.S i �"ii I iE3S may rggti€9"t�.a0dis ona! (aX6�.. - R: €?e E'63CdiI�k ag not. proof ofth' P ( Failure to me w..befare. ti`s expiration .date rr,,atyr. resinr.�fc��r4 4'mllane or E011-:omplianct �PtPe%-r with @f-he'l?ws,assessed, 7l i .. . .. regulations or ssw'.I.?f,:i#rds. IEP Display t r^CPRpt conspicuously all t!lrfles !n the pl.co of 3jiner 3 ,addition to 3ls"ajn,ng I?js joeG j!!s 1. . Ifthereis n0 t place1,C?9, this ��pnnu e presented to.,any IEs�6c'a319receipt, ip'lEllii sha be responsible for Complying ing the poli -e, oflrer.Ur officer o1 te ity upon their request, ,vith £.411 S:aPplicaflAc" l nve.", regulatiows . . Many a...,ii SVIc`l.rl 'LUS1r3Oc"'x.""7 taxes c.l"r;` tri- nsfera lid EIC .C:e �`,.E i�l :: lrnl. Y.. .CQ c nf3Y ?C1� Cir S !'S4`a" ....... i€ f$T.1b 6,�,Y!1C.9dzirds including bit'. E.i it ..i 7tEEPY :1'fl. #ti 31:E: (`i.t;�''; E K)tE.Stg'flI£:-4.PE:iYY location t another. 1Q trans er thisi. receipt, contact our office, for Information l sand fill in ...y.....[.q.0 ���3#EnLl�tf It15Ridi� �&�3w�P't?t3�Est a .>,tftR E`€ Este ts. cl . price, the following. y ( p ) } ( yry {� ( (� �� business (; �y p Y•^-•••,•••.•.. —.—... ......__........______, ...-_.._..-_..-.______.__"________3 v1 ¢6.� assign ail my righ s, title and interest In Pk c&l fs!'usi to ss .. tax receipt ��_.-._._ €o ... _ -------------.:.... fname of rte4`v ownr;r)...�_�-irnat tire of previous a:�ri, er) Office hcz�ra- fv?c:�nciay ff�raurah Fricf�y,. X3:00 a..�r:.1a 5:00 l.;,rFi. f'1��.�ria� - 727---c�r3;�-7x41 To: MIAMI SHORES VILLAGE Page 5 of 5 2014-09-24 17:33:19 (GMT) 12605722253 From: Chuck Grijalva Date: August 3, 2014 Matt Spiak Sprint 6700 N. Andrews Ave, Suite 700 Ft. Lauderdale, FL 33309 (561) 945-7808 Subject: Structural Analysis Report — Revision 3 Carrier Designation; Sprint Reconfiguration Carrier Site Name: Carrier Number: Engineering Firm Designation: Site Data: Dear Mr. Spiak, TEP Project Number: Tower Engineering Professionals, Inc. 3703 Junction Boulevard Raleigh, NC 27603 (919) 661-6351 phiagins teparour).net Miami Shores Presbyterian Church M103XCO65 51144.12349 603 NE 96t' Street, Miami Shores, Miami -Dade County, FL 33138 Latitude N 250 51149.011, Longitude W 800 11' 5.0" Rooftop Platform and Antenna Mounts Tower Engineering Professionals is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned structures. The purpose of the analysis is to determine acceptability of the structure stress level. Based on our analysis we have determined the stress level for the structure, under the following load case, to be: LC1: Existing + Proposed + Future Equipment Sufficient Capacity Note: See Table 1 for the existing and proposed loading. This analysis has been performed in accordance with the 2010 Florida Building Code based upon an ultimate 3 - second gust wind speed of 175 mph converted to a nominal 3 -second gust wind speed of 136 mph per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category C and Risk Category 11 were used in this analysis. All equipment proposed in this report shall be installed in accordance with the appurtenances listed in Table 1 and the attached drawings for the determined available structural capacity to be effective. We at Tower Engineering Professionals appreciate the opportunity of providing our continuing professional services to you and to Sprint. If you have any questions or need further assistance on this or any other projects please give us a call. Analysis prepared by: Paul E. Higgins, P.E. Respectfully submitted by: Christopher M. Thompson, P.E. i�tevli�i # %rte t�e�ttet 0 March 14, 2014 Original structural analysis 1 Apdt21, 2014 Revised for platform analysis I 2 July 14, 2044 Revised per jurisdiction comments i 3 August 3, 2014 Revised per jurisdiction comments No. 77350 OZ U •p STATE OF 'ijO�F F� OR%V /e�f �/;®N�A�t3\`t�` Rooftop Platform and Antenna Mounts Structural Analysis TEP Project Number 51144.12349 - Revision 3 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Existing/Proposed Antenna and Cable Information Table 2 — Design Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 3 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 4 - Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A RISA 3D Output 6) APPENDIX B Wind Pressure 7) APPENDIX C Structural Details August 3, 2014 M103XCO65 Page 2 1 August 3, 2014 Rooftop Platform and Antenna Mounts Structural Analysis M103XC065 TEP Project Number 51144.12349 - Revision 3 Page 3 1) INTRODUCTION This analysis is for a roof mounted platform and antenna mounts attached to a 160 -ft church steeple. All information provided to TEP was assumed to be accurate and complete. 2) ANALYSIS CRITERIA The structural analysis was performed for this mount in accordance with the requirements of ANSI/TIA-222-G-2- 2009 Structural Standard for Antenna Supporting Structures and Antennas — Addendum 2 and the 2010 Florida Building, Code using a 3 -second gust wind speed of 136 mph with no ice and 60 mph under service loads with the following design criteria: 1) Classification of Structure: Class 11 Definition: Structures used for services that due to height, use or location represent a significant hazard to human life and/or damage to property in the event of failure and/or used for services that may be provided by other means. 2) Exposure Category: Exposure C Definition: Open terrain with scattered obstructions having heights generally less than 30 -ft. This category includes flat, open country and grasslands. 3) Topographic Category: Category 1 Definition: No abrupt changes in general topography, e.g. flat or rolling terrain, no wind speed-up consideration shall be required. 4) Earthquake Category: Not Considered Commentary: Earthquake effects may be ignored per this Standard for site locations where Ss does not exceed 1.0. (Miami -Dade County Ss = 0.08) Table 7 - Existing/Proposed/Future Antenna and Cable Information Table 2 - Design Antenna and Cable Information Unknown J ! Rooftop Platform and Antenna Mounts Structural Analysis TEP Project Number 51144.12349 - Revision 3 3) ANALYSIS PROCEDURE Table 3 - Documents Provided Original Construction Iiraurinnc I MUA Communications Corp. dated December 4, 1998 August 3, 2014 M103XCO65 Page 4 Sprint Site AuditTower Engineering Professionals dated December 27, 2013 �51144.123491 TEP Construction Drawings Tower Engineering Professionals dated August 1, 2014 51144.12349 TEP Correspondence from Sprint in reference to the Correspondence - Sprint existing and proposed loading 3.1) Analysis Method RISA -3D, a commercially available analysis software package, was used to create a three- dimensional model of the existing structure and calculate member stresses for various loading cases. Selected output for the analysis is included in Appendix A. 3.2) Assumptions 1) The structure was built in accordance with the manufacturer's specifications. 2) The structure has been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Table 1. 4) When applicable, transmission cables are considered as structural components for calculating wind loads as allowed by the standard. 5) All structure components are in sufficient condition to carry their full design capacity. 6) Serviceability with respect to antenna twist, tilt, roll, or lateral translation, is not checked and is left to the carrier or tower owner to ensure conformance. 7) All mounting hardware is structurally sufficient to carry the full design capacity requirements of appurtenance wind area and weight as provided by the original manufacturer specifications. 8) The connection of the mount to the structure is adequate to resist the design loads on the mount and supported appurtenances. 9) The main wind force resisting system of the structure is adequate to resist the additional lateral loads. The structure wall and roof has adequate capacity to resist applied loads. 10) The additional dead loads for the proposed equipment in the rooftop platform cabinet do not increase the force in any element of the building by more than 5 percent. 11) The proposed equipment in the platform cabinets does not increase the wind area on the platform cabinets. 12) Analysis of the equipment platform was performed for feasibility purposes. Intermediate framing may be required to support the future cabinet which is not in the scope of this report. 13) The following material grades were assumed: a) Connection bolts: A325N b) HSS grade: A500 Gr. 46 c) W -Shape grade: A36 This analysis may be affected if any assumptions are not valid or have been made in error. Tower Engineering Professionals, Inc. should be notified to determine the effect on the integrity of the structure. Rooftop Platform and Antenna Mounts Structural Analysis TEP Project Number 51144.12349 - Revision 3 4) ANALYSIS RESULTS August 3, 2014 M103XC065 Page 5 ivies= 1) See additional documentation in "Appendix A — Risa 3D Output" for calculations supporting the % capacity listed. 4.1) Recommendations 1) If the load differs from that described in Table 1 of this report or the provisions of this analysis are found to be invalid, another structural analysis should be performed. 2) The mount has sufficient capacity to carry the existing and proposed loads. No modifications are required at this time. Rooftop Platform and Antenna Mounts Structural Analysis TEP Project Number 51144.12349 - Revision 3 APPENDIX A RISA 3D Output August 3, 2014 M103XC065 Page 6 � r - Z.- .X Loads: LC 15. 1.21D+1.6W,,0.SL+0.5(Lr or S) Envelope Only Solution TEP PEH 51144.12349 -.0241 .3041 .304k Envelope Only Solution TEP MDF M103XCO80 51145.12350 SK -1 Mount Analysis.r3d Page 1 Company TEP Mar 14, 2014 IIIRISA Designer PEH Job Number 51145.12350 Checked By: MDF T E C N N O L 0 6 1 E S Model Name M103XCO80 Basic Load Cases Load Combinations Member Primary Data Label I Joint J Joint K Joint Rota... Section/Shape TvD9 Desi n ... Material Desi n Rule: 1 M1 N4 N3 PIPE 2.5 Beam Pie F A53 Gr.35 T ical f�. x ` � 3 M6N7 N8�90 PL 1/4x14.5� Pine A36QGr.36� Typical RISA -3D Version 12.0.0 [TA ... \... \StructurakStructural Mods\Risa\Mount Analysis.r3d] Page 2 IIIRISA T E C H N 0 L 0 O I E 8 Company TEP Designer PEH Job Number 51145.12350 Model Name M103XCO80 Envelope Joint Reactions Mar 14, 2014 Checked By: MDF RISA -3D Version 12.0.0[TA ... \... \Structural\Structurai Mods\Risa\Mount Analysis.r3d] Page 2 Company TEP Mar 14, 2014 IIIRISA Designer PEH Job Number 51145.12350 Checked By: MDF T E C N N 0 L 0 O f E S Model Name M103XCO80 Envelope AtSC 13th(360-05): LRFD Steel Code Checks Member Sha Code Ch... Loc ft LC Shear Ch...Lo...... LC hi`... phi... i"Mn ymy [k-ftj phi"Mn z... Cb E n 1 PIPE 2.5 .638 6 15 1 .061 16 11 15 26...50... 3.596 1 3.596 1 1 IlAl, #Mg1 3 1 M6 IPL 1/414.5 .198 1 13 1 .072 10 jyj 12 129.62111 .. 1 .612 1 13.004 1 H1-.. RISA -3D Version 12.0.0 [TA ... \... \Structural\Structural Mods\Risa\Mount Analysis.r3d] Page 3 Company TEP Apr 21, 2014 IIIRISA Designer MDF Job Number 51144.12349 Checked By: PEH T E B H N O L O G I E E Model Name M103XG065 Hot Rolled Steel Properties Hot Rolled Steel Design Parameters Joint Loads and Enforced Displacements (BLC 5: Wx) Joint Loads and Enforced DisDiacements (BLC 6: Wz) Y 7 RISA -3D Version 12.0.0 [\...\...\...\...\...\Structural\Structural Mods\Rev1\Risa\Platform Analysis.r3d] Page 2 Label ShaDe Len th ft Lb ft Lbzzfftl Lcomp to ft Lcomp bo ft L -tor u... Kvv Kzz Cb Function 1 I M i W 12x22 24 1 2 1 1 Lateral 3 M3 W 12x22 16 2 Lateral 5 M5 W 12x22 24 2 Lateral 7 M7 W 12x22 24 2 Lateral 9 M9 W 12x22 3.91 Lateral 11 M11� W 12x226.25Lateral 13 M13 W 12x22 s 2.34 44* '; Lateral 15 10.66 2 M23jDE Lateral -C6x8.2 17 M25 HSS4x4x3 .34 Lateral Joint Loads and Enforced Displacements (BLC 5: Wx) Joint Loads and Enforced DisDiacements (BLC 6: Wz) Y 7 RISA -3D Version 12.0.0 [\...\...\...\...\...\Structural\Structural Mods\Rev1\Risa\Platform Analysis.r3d] Page 2 IIIRISA T E C H N O L O G I E& Company : TEP Designer MDF Job Number 51144.12349 Model Name M103XCO65 Joint Loads and Enforced Displacements (BLC 6: Wz) (Continued) Apr 21, 2014 Checked By: PEH RISA -3D Version 12.0.0 [\... \... \... \... \... \Structural\Structural Mods\Revs\Risa\Platform Analysis.r3d] Page 3 I I I Company TEP Apr 21, 2014 RISADesigner MDF Job Number 51144.12349 Checked By: PEH T E C H N 0 L 0 G I E 5 Model Name M103XC065 Envelope AISC 13th(360-05): LRFD Steel Code Checks RISA -3D Version 12.0.0 (1...\...\...\...\...\StructuraRStructural Mods\Rev1\Risa\PIatforrn Analysis.r3d] Page 1 Member Shana Code Check Loc ft LC Shear ... Lo ... ... ... Dhi*P ... Dhi*P ... Dhi* M..Dhi*M..-.. E I M24 HSS4x4.. .888 0 2 1 .928 0 vl2l106.7..106.8..112.66212.662 ... 1-11-11� 3 LEE M7 W12x22 .608 10.75 2 .160 11 175.1..209.9..9.882 79.11 1 H1-1 5 M22 C6x8.2 .476 6.67 2 .083 13... v 2 60.54177.436 2.108 13.9321 1-11-1 7 M1 W12x22 .465 13.25 2 .036 10— V12175.1 -209.9..o.882 79.11 1 1-11-1 9 M5 W12x22 329 13.25 2 .062 17 ... Y 2 175.1..209.9..9.882 79.1111.1-11-1 11 M23 C6x8.2 .299 5.33 2 .065 10...,v266.174,77.4362.10813.9321 1-11-1� 13 M3 W12x22 .092 5.5 2 .109 5.5 2 193 2 os.9--9.88279.11 1 1-11-1� gv, 15 M9 W12x22.010 2.199 2 .011 3.91 21787 0.99. 8.$827911 ... 17 M 1 W12x22 .003 .8391 2 .006 9.882179.11 ... RISA -3D Version 12.0.0 (1...\...\...\...\...\StructuraRStructural Mods\Rev1\Risa\PIatforrn Analysis.r3d] Page 1 Rooftop Platform and Antenna Mounts Structural Analysis TEP Project Number 51144.12349 - Revision 3 APPENDIX B WIND PRESSURE August 3, 2014 M103XCO65 Page 7 Job No.: 51144.12349 M103XCO65 Wind Loads - Other Structures ASCE 7-10 H > 60' No In Flordia Yes KZ (Table 29.3-1) = 1.04 Krt = 1 Kd (Table 26.6-1) = 0.9 V = 175 6 = 0.85 N/A Cf (Fig. 29.5-1- 29.5-3) = 2 N/A Horz. Pressure (psf) = 227.5 }a ehd9 Vo 1 bL &fr,('�oL W fA ;Vh`'�v��A� w�n� spe as,� 3, f -,l Df. K, kze k, V 2 ( C =3.1 Per TOC4162C LG ,\ a ve-IVL..1/ CcC:��� diri� n SeG �ic�n 3 k -j-;,oyrul))rc tCtCri"l Ce6,,ed `i1 S tic�.� 2 �!rcc�C�/1�t%der- qle fine ;n S�c;o� 2,1> G bas'c R, MI) 1 10 ) L = Lk5l e-4cJ fac—far -Gc>r,\ Sett ocl )6 r<4 CS!' i Carce C:.0r.:q G,c4S, 6 or'1 2q. ! — Rooftop Platform and Antenna Mounts Structural Analysis TEP Project Number 51144.12349 - Revision 3 APPENDIX C STRUCTURAL DETAILS August 3, 2014 M103XCO65 Page S ANTENNA MAKE AND MODEL RRU MAKE AND MODEL THIS 15 A PROTOTYPICAL DETAIL, ANTENNA MAKE: COMMSCOPE RFU MAKE: NSN ACTUAL LAYOUT MAY 'VARY. ANTENNA MODEL; COMMSCOPE TTTT65AP-1XR RAGOME MATERIAL: UPVC RRU MODEL: SUN SHIELD MATERIAL; FZHJ-RRH URVC TO OTHER RRUS \ RADOME COLOR: LIGHT CRAY SUN SHIELD COLOR: LIGHT ORAY 4•••••••••••-•••••-•••"-••-= ' DIMENSIONS, HxWYG (rnrn J ). 63.2"x12.0"v5.0" (1 E05x305x127) DIME NSIOIJS, H.WxG: 74.0"x17.4°x8.7" * PROPOSED PIPE PROPOSED HYBRID CABLE �, WEIGHT: 39.2 179 INCLUDED MOUNT KR: WEIGHT: NO PN 55 Ib, PP.OPOSED BREAK-OUT MOUNTING BRACKET SECURED HATH CYLINLESS ANTENNA ldAKE; C'OMMSCOPE ANTENNA MODEL: D6380 -E-508 5" �'�7)4" TAINSTEEL HARDWARE., S MATERIAL: GALV, STEEL �`'�. I PROPOSED PANEL PROPOSED RRU/FILTER ANTENNA WEIGHT; 1OL85 ! SECURED TO PIPE ( < Jul CALIBRATION RF TOR CONNECTO i �" ASO OUT ASO our Asc IN ■•• I HYBRID WALL PENE TRATIOIJ ;a PLAN1 f \. 0 - `- PROPOSED HYBRID JUMPER EYISTING CGIJCP.ETE FLOOR �EXISTIN G' MOUNT EXTERIOR WALL NOTE: FRONT SIDE O� NO ALLMOUNTING HARDWARE SHALL BE CORROSIVE RESISTANT OR GALVANIZED). PROPOSED ANTENNA SPECIFICATIONS NOT TG SCALE A, PROPOSED RRU SPECIFICATIONS NOT ib SCALE 8 ANTENNARRU & BREAK-OUT MOUNTING DETAIL NOT TO SCALE C NOTE: CONTRACTOR SHALL FIELD VERIFY ALL MATERIALS PRIOR TO ORDERING, PROPOSED MOUNTING BRACKET SUPPLIED WI ANTENNA BY COMMSCOPE (PN: DB380-E-5083) FIBER BREAK-OUTS UC POWER BREAK -CUT FOR ALL WIND SPEEDS PROFUSED STAINLESS \ i SLUNIVERSAL CLAMP BY 1 BREAK-OUTS TO RRU I III I ill CONNECT -IL STRUCTURAL MEMBER PROPOSED ANTENIJA SEE ��, (PN:AADP3B-G) - —1 INSTALL CABLE TERMINATION~� DETAIL A BREAK-OUT CYLINDER \ E"C'LOSURE FURNISHED NTH ` i', PROPOSED STAINLESS 0 0 \ CABLE INSTALL AND SUPPORT `\- STEEL STANDOFF PER MANUFACTURE PROPOSED 2k" STC (2.9" ADAPTER BY REQUIREMENTS O.D.) X 9'-D" LONG A53 CONNECT -IT GP.. B PIPE (52LBS) .`l (PN; TSK) HYBRID CABLE f�f I, fI PROPOSED BREAKOUT C't CLINDER PROPOSED STAINLESS I CTEEL CLAMP HOSE DETAIL CLAMP HYBRID BREAK-OUT DETAIL NOT TO SCALE 0 ANTENNA MOUNTING DETAIL NOT TO SCALE E BREAKOUT CYLINDER MOUNTING DETAIL NOT 10 SCALE F P 148 PREPARED FOR: Sprint 6580 Sprint Parkway OEM; /ENGINEERING LICENSE. - #T V ST.fi/ � 6iTs. 77350 �r 4 STATE OF DRAWING NOTCE: THESE DOCUMENTS APE CONFIDENTIAL AND ,BE THE SOLE PROPERLY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WrIHOUTTHE EXPRESS WRITTEN CONSENT OF SPRINT. REV18gN8; DESCRIPTION DATE BY REV rmntrc*wN 3-fe-f4 RB A PER JURSDIMION OOMME I-9-14 PB WE'"' RENA MIAMI SHORES PRESBYTERIAN CHURCH WE CABOFDC MI03XC0(i5 SEES ADDRESS: 602 NF. 96TH ST MIAMI SHORES, FL 33138 (MIAMI-DADF. COUNTY) — SHEET DEM:RPTIDN EQUIPMENT DETAILS SHEET NUMBER: S-1 NOTE: SHALL FIELD VERIFY ALL MATERIALS NOTE: CONTRACTOR SHALL FIELD VERIFY ALL MATERIALS CONTRACTOR PRIOR TO ORDERING. PRIOR TO ORDERING. PROPOSED 2)¢ -STD B'-0" LONG A53 GR. B PIPE (52L05) `\ O PROPOSED WALL MOUNT BY CONNECT -IT MRELESS (PN: WMA -300-1) (44LBS EACH) PROPOSED CABLE SUPPORTS 0 - TO BE ADDED 70 EXISTING 0 ICE BRIDGE AS NEEDED FOR 0 SOLID CONCRETE OR CROUT FILLED CONTINUOUS CABLE SUPPORT 0 CMU WALL. CONTRACTOR SHALL CONTACT TEP IF HOLLOW WALL CUSHION BLOCK ENCOUNTERED, PROPOSED LJ".3",Y4' BACKING WITH g VO iHRU-BOLT: -LIR- STAINLE55 \\ STEEL kn"O HILTI KWIK BOLT 3 `p ANCHORS EMBEDDED 1" IVITO SOLID \ CONCRETE OR GROUT FILLED CMU WALL L '"x3"xY."xB" LONG \ CAL,VANIZEO A30 STEEL $"00"x5%" U -BOLT O e -- CHANNEL GALVANIZED A36 STEEL O e ® (SLIDER BRACKET) O O j6"axt N" BOLTS c rp o O O "�-- L 3"n3'xj;"ni'-234" LONG SIDE VIEW WMA -300.1 GALVANIZED A36 STEEL 12" SUPPORT 24" SUPPORT PROPOSED ANTENNA MOUNT DETAIL raoT TO SCALE A CABLE SUPPORT DETAIL NOT TO SCALE B NOT USED NOT TO SCALE C NOT USED NOT TO SCALE D NOT USED NDT TO SCALE I E NOT USED NOT 10 SCALE F PLANS PflEPAREO EOR: Sprint 6580 Sprint Pelkway OYedand Park, Kansas 66251 r PLANS PREPARED BY: S NIIY N9ACRy,Lft BLInFr%,TARFA°1319'5 in U Na. 77360 2 C+ STATE OF k r c c4ORiol" &r,` THESE DOCUMENTS ARE CONFIDENTIAL AND .ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, D15SE MINATED OR REDISTRIBUtED WITHOUT THE EXPRESS W RITrEN CONSENT OF SPRINT. REVISIONS: DESCRIPTION DATE By REVISIONS - REV cuMTPUC�OH 3-18-14 Be A RP JIMSgL�WN MMRFNiS I-9-14 F9 a SIDE NAME: MIAMI SIIORES PRESBYTERIAN CHURCH Mt03XCO65 SRE ADDRESS: 602 NF- 96TH ST MIAMI SHORES, FL 33138 (MIAMI-DADE COUNTY) EQUIPMENT DETAILS SHEET NUMBER' S-2 ___ 18 AWG COPPER Number, size (o'ng) 6/C $6 + 2/C #18 AND MODEL 6 AWG COPPER CONDUCTOR 2 Outer Jacket PVC Shield;" CONDUCTOR X 6 Max shield resstance (ohm/ft N 20 c) 0.0035 Ura n n/a CORRUGATED SINGLE MODE Dc conductor material o De conductor size (awg) COPPER. ARMOR FIBER u 24 iiw Color Code °aQ° Ata— Conductar Material Copper Atm" conductors a (owg) t8 Mou Dc resistance (ohm/1000ft) 6.7 PVC OUTER TSO Fiber Cables RIPCORD JACKET _ Weight (lb/ft) 1,05 Minrru- Bend Radius (tri) 15 Bend Moment (Ib/ft) TBD Tensit Strength (Ib) 325 Crum P.asistonde, FCTP-41 (N/mrn) 22 Strength Member No Operating Temperature Range (low) —40 deg C Operating Ternperatare Range (high) +80 deg C Fiber Type Low Water Pee 8'ngle Mode Loose Tube N07F NOT DRAWN TO SCALE CABLE TYPE Number, size (o'ng) 6/C $6 + 2/C #18 AND MODEL Voltage 600 Outer Jacket PVC Shield;" Corrugatedgated Copper Max shield resstance (ohm/ft N 20 c) 0.0035 Ura n n/a R'pchard KeVlar Dc conductor material Copper De conductor size (awg) 6 Ma'x Dc re sislonce (o1,m/100011) 0.411 ® 20 deg C Color Code Black/Red Ata— Conductar Material Copper Atm" conductors a (owg) t8 Mou Dc resistance (ohm/1000ft) 6.7 Color Code TSO Fiber Cables SM Outer Diameter (In) — Naminot 1,24 Weight (lb/ft) 1,05 Minrru- Bend Radius (tri) 15 Bend Moment (Ib/ft) TBD Tensit Strength (Ib) 325 Crum P.asistonde, FCTP-41 (N/mrn) 22 Strength Member No Operating Temperature Range (low) —40 deg C Operating Ternperatare Range (high) +80 deg C Fiber Type Low Water Pee 8'ngle Mode Loose Tube Fiber Standard Compliance ITU—T Red. 6.652.0, G657.A2 IEC 60793-2-50 Type 6.1 .3 & Type 6.6 A&B Fiber Cooling Diameter (um) .242/— 0.007-- 0.9 0.005m,n Fiber Count 24 Number of fiber subunits 1 Fiber count each units 24 Fiber eounl jackets FR Jacket Mar, ottenuat;-, 1310 nm (db/km) Lee, than eguo G.5 IN., (Ittenuation, 1550 nm (db/km) Less than eguo 0.5 HYBRID CABLE CROSS—SECTION AND DATA NOT TO SCALE PROPOSED NSN BBU (38] -BS) EXI5TING RECTIFIERS EXISTING PDU'S — EXISTING BTS ALARM -- EXISTING GPS SPLITTER -- EXISTING NY CONTROL UNRS NOTES: 1. CONFIGURATION OF NEW/EXISTING EQUIPMENT MAY VARY PER SITE, 2. LAYOUT FOR REFERENCE PURPOSES CAdLY, CONTRACTOR RESPONSIBLE TO DETERMINE IF THE PROPOSED EQUIPMENT CAN BE PROPERLY INSTALLED IN EXISTING EQUIPMENT CABINET, 3. IT IS THE CONTRACTORS RESPONSIBILTY TO IMMEDIATELY CONTACT THE CLIENT PROJECT MANAGER (LISTED ON SHEET T-1) IF CONDITIONS DO NOT MATCH LATEST SET OF PLANS. 4'-9%" I `.0 I PIAN VIEW NOTE: FUTURE CABINET HAS NOT BEEN DETERMINED. PLATFORM STRUCTURAL ANALYSTS BY TEP IS BASED ON THE ABOVE EQUIPMENT CABINET. FUTURE CABINET 1 NOT TO SCALE EXISTING RBS EQUIPMENT FUTURE CABINET MAKE AND MODEL CABINET MAKE: ELTEK CABWET MODEL: TYPE 3 CAB NET MATEP.IAL. GALVANIZED STEEL CABINET COLOR: LIGHT GRAY DIMENSIONS, HYWv.D (mrn); 86,6"x57.6"x355" (220NIA152u901) WEIGHT: 2500 IDs 4'-9%" I `.0 I PIAN VIEW NOTE: FUTURE CABINET HAS NOT BEEN DETERMINED. PLATFORM STRUCTURAL ANALYSTS BY TEP IS BASED ON THE ABOVE EQUIPMENT CABINET. FUTURE CABINET 1 NOT TO SCALE ELEVATION VIEW NOT TO SCALE LANs PREPARED FOR; Sprint 6660 SpdM Parkway Ovedand Park, Kansas 66261 LANE PREPARED SY: 7EPIS51tIb17k9 x N6. 77350 es 0 STATE OF DRAWING NOTICE: 'HESE DOCUMENTS ARE CONFIDENTIAL AND ,ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUTTHE EXPRESS WRITTEN CONSENT OF SPRINT. SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH EITECASCADE MI03XC065 SITE ADDRESS: 602 NF 96TH ST MIAMI SHORES, FL 33138 (MIAMI-DADF COUNTY) SHEET DESCRIPTIUlt EQUIPMENT DETAILS SHEETNUMBER: S-3 � I n M M v M P3 r — "1 E _ tH T �• ri v� ✓ A ELEVATION VIEW NOT TO SCALE LANs PREPARED FOR; Sprint 6660 SpdM Parkway Ovedand Park, Kansas 66261 LANE PREPARED SY: 7EPIS51tIb17k9 x N6. 77350 es 0 STATE OF DRAWING NOTICE: 'HESE DOCUMENTS ARE CONFIDENTIAL AND ,ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUTTHE EXPRESS WRITTEN CONSENT OF SPRINT. SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH EITECASCADE MI03XC065 SITE ADDRESS: 602 NF 96TH ST MIAMI SHORES, FL 33138 (MIAMI-DADF COUNTY) SHEET DESCRIPTIUlt EQUIPMENT DETAILS SHEETNUMBER: S-3 PROJECT: SPRINT SITE NAME: SPRINT SITE CASCADE: PLANS PREPARED FOR: 2.5 EQUIPMENT DEPLOYMENT Sprint way MIAMI SHORES PRESBYTERIAN CHURCH Overland Park Sprint tit>tPa Kansas say, M 103XCO65 TOWER OWNER SITE NO.: N/A ITE ADDRESS: ITE TYPE: PROJECT DESCRIPTION • INSTALL NEW EQUIPMENT IN EXISTING CABINET • INSTALL (3) NEW PANEL ANTENNAS • INSTALL (3) NEW RRU'S WITH FILTERS • INSTALL (1) NEW HYBRID CABLES • INSTALL (3) NEW ANTENNA MOUNTS 602 NE 96TH ST MIAMI SHORES, FL 33138 (MIAMI-DADE COUNTY) ROOFTOP/STEEPLE DRAWING INDEX SHEET NO: SHEET TITLE REV ENGINEER PLOT SIZE FULL SCALE = 22"x34" HALF SCALE = 11"x17" DESIGN LOADS & CRITERIA I MATERIAL SPECIFICATIONS 'iy SPECIFICATIONS ULTIMATE WIND SPEED = 175 MPH CONNECTION BOLTS: A325N SP -2 SPECIFICATIONS NOMINAL WIND SPEED = 136 MPH PIPE GRADE: A53 Gr. B ^t aro SPECIFICATIONS B C. THOMPSOt CLASSIFICATION OF STRUCTURE: CLASS II OTHER STEEL MEMBER GRADE: A36 ' a� SITE PLAN EXPOSURE CATEGORY: EXPOSURE C C. THOMPSOI /U ENLARGED SITE PLAN ROOF PLAN TOPOGRAPHIC CATEGORY: CATEGORY 1 C. THOMPSOt C-2 BUILDING ELEVATION D C. THOMPSOt SPRINT ZONING MANAGER: JASON LASKEY PHONE: (305) 321-5655 EQUIPMENT SUPPLIER: T.B.D. 9 APPLICABLE CODES 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. 1. FLORIDA BUILDING CODE (2010 EDITION) 2. INTERNATIONAL MECHANICAL CODE 3. ANSI/TIA-222—G STRUCTURAL STANDARD 4. NFPA 780 — LIGHTNING PROTECTION CODE 5. UNIFORM PLUMBING CODE 6. NATIONAL ELECTRICAL CODE (2008 EDITION) 7. CITY/COUNTY ORDINANCES 8. LOCAL BUILDING CODE 9. AISC STEEL CONSTRUCTION (13TH EDITION) 10. AWS STRUCTURAL WELDING D1.1/D1.1M: 2004 10. Know whars below. C811 before you dig. www.ccll811.com T-1 TITLE D I C. THOMPSOI SP -1 SPECIFICATIONS B C. THOMPSOt SP -2 SPECIFICATIONS B C. THOMPS01 SP -3 SPECIFICATIONS B C. THOMPSOt C-1 SITE PLAN B C. THOMPSOI C-10 ENLARGED SITE PLAN ROOF PLAN D C. THOMPSOt C-2 BUILDING ELEVATION D C. THOMPSOt C -3a EQUIPMENT AND ANTENNA LAYOUT D C. THOMPSOP C -3b EQUIPMENT AND ANTENNA LAYOUT D C. THOMPSOI C-4 EQUIPMENT DETAILS D C. THOMPSOI C-5 EQUIPMENT DETAILS D C. THOMPSOI C-6 EQUIPMENT DETAILS D C. THOMPSOI C-7 RF DATA SHEET D C. THOMPSOI C-8 RF DATA SHEET D C. THOMPSOI &mABkTMU" CHURCH • • ••e S-1 ENLARGED SITE PLAN ROOF PLAN D C. THOMPSOI S-2 BUILDING ELEVATION D C. THOMPSOI S -3a EQUIPMENT AND ANTENNA LAYOUT D C. THOMPS01 S -3b EQUIPMENT AND ANTENNA LAYOUT D C. THOMPSOf S-4 EQUIPMENT DETAILS D C. THOMPSOP E-1 GROUNDING PLAN B C. THOMPSOP E-2 GROUNDING DETAILS B C. THOMPSOP E-3 ONE—LINE DIAGRAM AND PANEL SCHEDULE B C. THOMPSOI, OEM: SHEET NUMBER T-1 No. 77350 .0 STATE OF 40 NAL &,.t K ON4 DRAWING NOTICE: 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. REVISION& DESCRIPTION DATE BY REV CONSn;R=ON 3-18-14 RB A PER JURISDICTION COMMENTS 7-9-14 RB B PER JURISDICTION COMMENTS 8-1-14 CD C PER JURISDICTION COMMENTS 8-26-14 CD D SITE NAME:• • • •0 &mABkTMU" CHURCH • • ••e 00 000 0 ... II03 X065 9...9 •••• s •• e• •• • Me •�ORL�SS: �. NE Zil • s •s •02 •• ••• • SHORES�.Fi. 331; . NIIAlk-DADE CODA M • .: • TEST^RIPTION ss TuLb • ••• SHEET NUMBER T-1 . . •.see •• . .e••f• • • • f. f• •• d •..•.• • se••f• ••e • *0:000 • •.•• •• .•.. • e • 00 •east• e•e•ef • . • • ss:.•• +• ?.•f•e .04.0. • ! • . s • ff1. .4 - ITHESE OUTLINE SPECIFICATIONS IN CONJUNCTION WITH THE SPRINT STANDARD CONSTRUCTION SPECIFICATIONS, INCLUDING CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRACTOR. SECTION 01 100 — SCOPE OF WORK THE WORK: SHALL COMPLY WITH APPLICABLE NATIONAL CODES AND STANDARDS, LATEST EDITION, AND PORTIONS THEREOF. PRECEDENCE: 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. SITE FAMILIARITY: CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. ON—SITE SUPERVISION: 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. DRAWINGS, SPECIFICATIONS AND DETAILS REQUIRED AT JOBSITE: 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 SECTION 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. SITE CLEANLINESS: 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 & TESTS ALTERNATES: 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 SITERRA USING A COMMERCIAL MADE—FOR THE PURPOSE ELECTRONIC ANTENNA ALIGNMENT TOOL (AAT). INSTALLED AZIMUTH, CENTERLINE AND DOWNTILT MUST CONFORM WITH RF CONFIGURATION DATA 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY 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 — ANTENNA 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 B. 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 SITERRA (SPRINTS DOCUMENT REPOSITORY OF RECORD). 12. CLOSEOUT PHOTOGRAPHS AND CLOSEOUT CHECKLIST: SPRINT WILL PROVIDE SEPARATE GUIDANCE o PROVIDE PHOTOGRAPHS OF FINAL PROJECT PER THE FOLLOWING LIST. ADDITIONAL PHOTOGRAPHS MAY BE REQUIRED TO SUPPORT ACCEPTANCE PROCESSES (i) MAIN HYBRID CABLE ROUTE (MINIMUM TWO PHOTOS) (ii) PHOTOS OF EACH ANTENNA AND RRU (iii) MANUFACTURERS NAME TAG FOR ALL SERIALIZED EQUIPMENT (iv) PULL AND DISTRIBUTION BOXES INTERMEDIATE BETWEEN RRU'S AND MMBS (DOOR OPEN) (v) MMBS CABINET WITH DOOR OPEN SHOWING MODIFICATIONS (vi) POWER CABINET, DOORS OPEN, BATTERIES INSTALLED (vii) BREAK OUT CYLINDERS (viii) ASR SIGNAGE FOR SPRINT OWNED TOWERS (ix) RADIATION EXPOSURE WARNING SIGNS (x) PHOTOGRAPH FROM EACH SECTOR FROM APPROXIMATELY RAD CENTER OF ANY NEW ANTENNA AT HORIZON. b LOAD PHOTOS TO SITERRA PROJECT LIBRARY 15. IN 15 CREATE NEW CATEGORY; 2.5 DEPLOYMENT, AND SECTION; PERMANENT CONSTRUCTION. LABEL PHOTOS WITH SITE CASCADE AND VIEW BEING DEPICTED. CAMERAS USED TO TAKE PHOTOGRAPHS SHALL GPS ENABLED SUCH THAT THE GPS COORDINATES ARE INCLUDED IN THE PHOTO MEDIA—FILE INFORMATION. COMMISSIONING: PERFORM ALL COMMISSIONING AS REQUIRED BY APPLICABLE MOPS INTEGRATION: PERFORM ALL INTEGRATION ACTIVITIES AS REQUIRED BY APPLICABLE MOPS SECTION 07 500 — ROOF _CUTTING PATCHING AND REPAIR SUMMARY: THIS SECTION SPECIFIES CUTTING AND PATCHING EXISTING ROOFING SYSTEMS WHERE CONDUIT OR CABLES EXIT THE BUILDING ONTO THE ROOF OR BUILDING—MOUNTED ANTENNAS, AND AS REQUIRED FOR WATERTIGHT PERFORMANCE. ROOFTOP ENTRY OPENINGS IN MEMBRANE ROOFTOPS SHALL BE CONSTRUCTED TO COMPLY WITH LANDLORD, ANY EXISTING WARRANTY, AND LOCAL JURISDICTIONAL STANDARDS. 1.4 SUBMITTALS: A. PRE—CONSTRUCTION ROOF PHOTOS: COMPLETE A ROOF INSPECTION PRIOR TO THE INSTALLATION OF SPRINT EQUIPMENT ON ANY ROOFTOP BUILD. AT A MINIMUM INSPECT AND PHOTOGRAPH (MINIMUM 3 EA.) ALL AREAS IMPACTED BY THE ADDITION OF THE SPRINT EQUIPMENT. B. PROVIDE SIMILAR PHOTOGRAPHS SHOWING ROOF CONDITIONS AFTER CONSTRUCTION (MINIMUM 3 EA.) C. ROOF INSPECTION PHOTOGRAPHS SHOULD BE UPLOADED WITH CLOSEOUT PHOTOGRAPHS. SECTION 09 900 — PAINTING QUALITY ASSURANCE: A.. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. COMPLY WITH ALL ENVIRONMENTAL REGULATIONS FOR VOLATILE ORGANIC COMPOUNDS. MATERIALS: A. MANUFACTURERS: BENJAMIN MOORE, ICI DEVOE COATINGS, PPG, SHERWIN WILLIAMS OR APPROVED EQUAL. PROVIDE PREMIUM GRADE, PROFESSIONAL—QUALITY PRODUCTS FOR COATING SYSTEMS. PAINT SCHEDULE: A. EXTERIOR ANTENNAE AND ANTENNA MOUNTING HARDWARE: ONE COAT OF PRIMER AND TWO FINISH COATS. PAINT FOR ANTENNAE SHALL BE NON—METALLIC BASED AND CONTAIN NO METALLIC PARTICLES. PROVIDE COLORS AND PATTERNS AS REQUIRED TO MASK APPEARANCE OF ANTENNAE ON ADJACENT BUILDING SURFACES AND AS ACCEPTABLE TO THE OWNER. REFER TO ANTENNA MANUFACTURER'S INSTRUCTIONS WHENEVER POSSIBLE. B. ROOF TOP CONSTRUCTION: TOUCH UP — PREPARE SURFACES TO BE REPAIRED. FOLLOW INDUSTRY STANDARDS AND REQUIREMENTS OF OWNER TO MATCH EXISTING COATING AND FINISH. PAINTING APPLICATION: 1. INSPECT SURFACES, REPORT UNSATISFACTORY CONDITIONS IN WRITING; BEGINNING WORK MEANS ACCEPTANCE OF SUBSTRATE. 2. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR PREPARATION, PRIMING AND COATING WORK. COORDINATE WITH WORK OF OTHER SECTIONS. 3. MATCH APPROVED MOCK—UPS FOR COLOR, TEXTURE, AND PATTERN. RE—COAT OR REMOVE AND REPLACE WORK WHICH DOES NOT MATCH OR SHOWS LOSS OF ADHESION. 4. CLEAN UP, TOUCH UP AND PROTECT WORK. TOUCHUP PAINTING: 1. GALVANIZING DAMAGE AND ALL BOLTS AND NUTS SHALL BE TOUCHED UP AFTER TOWER ERECTION WITH 'GALVANOX' 'DRY GALV; OR -ZINC—IT.- 2. FIELD TOUCHUP PAINT SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 3. ALL METAL COMPONENTS SHALL BE HANDLED WITH CARE TO PREVENT DAMAGE TO THE COMPONENTS, THEIR PRESERVATIVE TREATMENT, OR THEIR PROTECTIVE COATINGS. PIANS PREPARED FOR Sprint • •O &W Perk, 16251 &w 40" 911way 60664 • PLANS PREPARED BY: 0 • • TEPS.0020 • 000• • 000 s G .0 • 0000 • 0000 • • • • 0000• 0000 100.9• 0000 1•••••mamumplmemm 9000 • i.:i1T=kHWY jMTnlM)n,li33619 . W-86 ww b OEM: Goes!* b • •so e e 00* • 0000 779 E v Lo No. 77350 ap STATE OF O NAL grr e, ems DRAWING NOTICE 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. REVISIONS: DESCRIPTION DATE BY REV CONSTRUCTION 3-18-14 RB A PER JURISDICTION COMMENTS 7-9-14 RB B SITE NAME. AC AW SHORES PRESBYTERIAN CHURCH SITE CASCADE NH03XCO65 SITE ADDRESS: 602 NE 961H ST MIAMI SHORES, FL 33138 (MIAMI-DADE COUNTY) SHEET DESCRIPTION: SPECIFICATIONS SHEET NUMBER SP -1 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: T.B.D. MISCELLANEOUS: INSTALL SPUTTERS, 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: a. FIBER: SUPPORT FIBER BUNDLES USING 1/6' VELCRO STRAPS OF THE REQUIRED LENGTH ® 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 WEATHERPROOFING EXTERIOR CONNECTORS AND HYBRID CABLE GROUND KITS: A. ALL FIBER & COAX CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED. B. WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS. ALL INSTALLATIONS MUST BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY BEST PRACTICES. 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. 3M SLIM LOCK CLOSURE 716: SUBSTITUTIONS WILL NOT BE ALLOWED. 4. 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 F R POWERDISTRIBUTION INCLUDING BY NOT LIMITED TO RECTIFIERS, , OWE 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. 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). PLANS PREPARED FOR: Sprior.t �• 6560 ��:+�I^�+1� • • • • • I • Oterlmd Ptel.Kanw BB251 • - PLANS PREPARED BY: • �••••• •• TEP$:51T4� •••••• •••• Tm MAW *goo • • •vim 4�TWXFL=I5 • • • OEM: • E N'S 0��� No. 77350 0 -® STATE OF NAL 5.s9, 2M4 DRAWING NOTICE 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. REVISIONS: DESCRIPTION DATE BY REV CONSTRUCTION 3-18-14 R8 A PER JURISDICTION COMMENTS 7-9-14 RS B SITE NAME NUAMI SHORES PRESBYTERIAN CHURCH SITE CASCADE NII03XCO65 SITE ADDRESS: 602 NE 96TH ST NIIANH SHORES, FL 33138 (NIIANII-DADE COUNTY) SHEET DESCRIPTION. SPECIFICATIONS SHEET NUMBER: SP -2 r CONTINUED FROM SP -2 T 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 0 -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, 0-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. PLANS PREPARED FOR: Sprint SP'%Y 0000:0 V• • • � �i6dendP'aMrk)K�Srt's^a^e�68251 • V~IREPARED BY: • • TEP$.61144.12349 040.0• • • 00.0 • 0000 toopo • • 0 00.04• ••4 • 0000 0 • •00•x• 04• • s • • so 00 00 • •s 41I15310RIALHWY,SURE234TARPA,FL33815 0 0 • • ww • ♦• OEM: 00 0 0000 0 0 • • • 0 • • 0000 10 lill "y NO. 77350 0 "p STATE OF ORIO0 0.4 D, 9M4 DRAWING NOTICE: 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. REVISIONS DESCRIPTION DATE BY REV CONSTRUCTION 3-18-14 R8 A PER JURISDICTION COMMENTS 7-9-14 RB 8 SITE NAME: NE ANII SHORES PRESBYTERIAN CHURCH SITE CASCADE: AG03XCO65 SITE ADDRESS: 602 NE 96TH ST NIIANH SHORES, FL 33138 (NIIANII-DADE COUNTY) Tr- SHEET DESCRIPTION: SPECIFICATIONS SP -3 a FNOTE: THE SITE PLAN SHOWN BELOW WAS REPRODUCED FROM - INFORMATION TAKEN FROM MIAMI—DADE COUNTY GIS MAPPING WEBSITE AND INFORMATION PROVIDED BY SPRINT. TOWER ENGINEERING PROFESSIONALS DOES NOT GUARANTEE, OR ENSURE THE CORRECTNESS, PRECISION, OR ACCURACY. THE INFORMATION SUPPLIED WAS INCORPORATED FOR REFERENCE ONLY. EXISTING BUILDING '_EXISTING %BUILDING. I; EXISTING BUILDING EXISTING BUILDING I LEGEND I i I EXISTING EXISTING � �r� EXISTING ` BUILDING I I BUILDING I ` BUILDING I L EXIST. LIGHT POLE I; EXISTING BUILDING EXISTING BUILDING I O PROPERTY CORNER • CORNER IRF IRON ROD FOUND ---?CO--- EXIST. CONTOUR LINE ----,7? EDGE OF PAVEMENT ---OHW--- OVERHEAD WIRE ---R/W--- RIGHT—OF—WAY X — CHAIN LINK FENCE EXISTING TREE LINE I li I i EXISTING BUILDING I lil m a m EEXISTING LEGEND I i EXIST. PROPERTY LINET 1� I i EXISTING" 10, EXIST. UTILITY POLE BUILDING. EXIST. LIGHT POLE ®T EXIST. TELCO PEDESTAL O PROPERTY CORNER • CORNER IRF IRON ROD FOUND ---?CO--- EXIST. CONTOUR LINE ----,7? EDGE OF PAVEMENT ---OHW--- OVERHEAD WIRE ---R/W--- RIGHT—OF—WAY X — CHAIN LINK FENCE EXISTING TREE LINE I li I i EXISTING BUILDING I lil m a m EEXISTING LANDLORD NOTES: 1. CONTRACTOR SHALL COORDINATE WITH LANDLORD PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL PROVIDE COI TO LANDLORD NAMING LANDLORD AS ADDITIONAL INSURED ON THE POLICY PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL ADHERE TO ALL LANDLORD REQUESTS REGARDING METHODS OF EQUIPMENT REMOVAL, EQUIPMENT STAGING, EQUIPMENT INSTALLATION, AND PROTECTIVE MEASURES. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES CAUSED REGARDING THIS PROJECT. EXISTING 160—FT CHURCH STEEPLE. SEE SHEET C-2 FOR ELEVATION. EXISTING EXISTING I BUILDING,� BUILDING { 1 II �' EXISTING � BUILDING NE 95TH ST / EXISTING BUILDING EXISTING BUILDING % / NE 96TH ST , / � j I —EXISTING ROOFTOP WITH % SPRINT EQUIPMENT. SEE ! / SHEET C—IA FOR PLAN. j / Q ( , Q / , O / � V % N/F / NORTHEAST PRESBYTERIAN CHURCH U S ,� ! 11-3206-014-1410 ! , ZONE: CF o +o eo ! / SCALE M FEET FULL SCALE: 1" = 40' (22x34) I A HALF SCALE: 1 " = 80' (1 1 x 17) PLANS PREPARED FOR Sprio.n.t. • • 6580 SpAfOVKWBy s • • � • • e01�11ar►d Pa�l�• Rans� 66251 • 1000•• • sees• • • • 0 0 0000•• 0000 • bs•••• e s wl 1• •• 06 ym momm EM: • • • 0 • • •00• •• • �p No. 77350 O� ap STATE OF a, 8014 gra DRAWING NOTICE THESE DOCUMENTS ARE CONFIDENTIALAND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS: DESCRIPTION DATE BY REV CONSTRUCTION 3-18-14 RB A PER JURISDICTION COMMENTS 7-9-14 RS 8 SITE NAME NUAMISHORES PRESBYTERIAN CHURCH SITE CASCADE W03XCO65 SITE ADDRESS: 602 NE 96TH ST NIIANH SHORES, FL 33138 (MIAMI-DADE COUNTY) SHEET DESCRIPTION: SITE PLAN SHEET NUMBER C-1 • i I, r k 1 i I EXISTING BUILDING LANDLORD NOTES: 1. CONTRACTOR SHALL COORDINATE WITH LANDLORD PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL PROVIDE COI TO LANDLORD NAMING LANDLORD AS ADDITIONAL INSURED ON THE POLICY PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL ADHERE TO ALL LANDLORD REQUESTS REGARDING METHODS OF EQUIPMENT REMOVAL, EQUIPMENT STAGING, EQUIPMENT INSTALLATION, AND PROTECTIVE MEASURES. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES CAUSED REGARDING THIS PROJECT. EXISTING 160—FT CHURCH STEEPLE. SEE SHEET C-2 FOR ELEVATION. EXISTING EXISTING I BUILDING,� BUILDING { 1 II �' EXISTING � BUILDING NE 95TH ST / EXISTING BUILDING EXISTING BUILDING % / NE 96TH ST , / � j I —EXISTING ROOFTOP WITH % SPRINT EQUIPMENT. SEE ! / SHEET C—IA FOR PLAN. j / Q ( , Q / , O / � V % N/F / NORTHEAST PRESBYTERIAN CHURCH U S ,� ! 11-3206-014-1410 ! , ZONE: CF o +o eo ! / SCALE M FEET FULL SCALE: 1" = 40' (22x34) I A HALF SCALE: 1 " = 80' (1 1 x 17) PLANS PREPARED FOR Sprio.n.t. • • 6580 SpAfOVKWBy s • • � • • e01�11ar►d Pa�l�• Rans� 66251 • 1000•• • sees• • • • 0 0 0000•• 0000 • bs•••• e s wl 1• •• 06 ym momm EM: • • • 0 • • •00• •• • �p No. 77350 O� ap STATE OF a, 8014 gra DRAWING NOTICE THESE DOCUMENTS ARE CONFIDENTIALAND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS: DESCRIPTION DATE BY REV CONSTRUCTION 3-18-14 RB A PER JURISDICTION COMMENTS 7-9-14 RS 8 SITE NAME NUAMISHORES PRESBYTERIAN CHURCH SITE CASCADE W03XCO65 SITE ADDRESS: 602 NE 96TH ST NIIANH SHORES, FL 33138 (MIAMI-DADE COUNTY) SHEET DESCRIPTION: SITE PLAN SHEET NUMBER C-1 • 270' GA`�M AMAM EXISTING RRU (TYP OF 12) (45LBS) PROPOSED RRU (TYP OF 3) (55LBS) S` ANTUARY) ,� / ` FOUNTAIN 6 ,rP SJe I vvw....✓ ..vv EXISTING SPRINT ANTENNA AND MOUNT (TYP. OF 3) (MOUNT — 65LBS, ANTENNA = 55LBS) EXISTING 160—FT STEEPLE TOWER. SEE SHEET C-2 FOR ELEVATION. PROPOSED SPRINT ANTENNA AND MOUNT (TYP. OF 3) (MOUNT — 95LBS, ANTENNA - 39LBS) FN so. 9 I PROPOSED HYBRID TO BE ROUTED UNDERGROUND / STONE PROPOSED HYBRID TO BE ROUTED IN EXISTING CONCEALED CABLE TRAY ALONG BUILDING WALL. PROPOSED HYBRID CABLE TO BE ROUTED ALONG CABLE TRAY (300LBS TOTAL) 53'-0" G EXISTING SPRINT CABLE TRAY GRASS (CONCRETE BUILDING R00iT� ROOF PLAN I� II I� I� II l II I I I I I I I I I I II it II I II i II II I I I I (CLASSROOMS FUTURE CABINET BY OTHERS. SIZE AND LOCATION MAY VARY. SEE SHEET S-3 FOR DETAILS. (2500LBS) EXISTING SPRINT LEGACY EQUIPMENT TO BE REMOVED BY OTHERS (-5800LBS TOTAL) PROPOSED EQUIPMENT TO BE MOUNTED IN EXISTING CABINET. SEE SHEET S-1 FOR DETAILS. EQUIPMENT AREA CONCRETE PAD L —6" NOTES: II 1. GC IS RESPONSIBLE TO COORDINATE ALL ROOF PENETRATIONS WITH BUILDINGS ROOFING COMPANY. vuv>s recernratu rcxc Sprint 6580 Sprint Parkway Overland Park, Kansas 86251 PREPARED BY. toww- 5811MEOMH,TA<dPq FL3�15 OEM: ENCiINEE U ENBE 8°8 No. 77350 STATE OF A- ORIV �Z1 AL B r"L 9% =4 DRAWING NOTICE THESE DOCUMENTS ARE CON FIDENTIAL AND — _ — ARE THE SOLE PROPERTY OF SPRINT AND _ — — — — MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVI8IONS: DESCRIPTION DATE BY REV CONSTRUCTION 3-18-14 R9 A A PER JURISDICTION COMMENTS 7-9-14 RB s PER JURISDICTION COMMENTS 8-1-14 CD C PER JURISDICTION COMMENTS 8-28-14 CD D SITE NAME MIAMI SHORES 2'-6" PRESBYTERIAN CHURCH � C SITE CASCADE EXISTING SPRINT RBS CABINET f • • • • (2500LBS) .. MI03X• • 45 \ EXISTING SPRINT BBS CABINET 000000 L (zsoolBs) Nrfi&••q02NE96T1RST ;. , SHONS, � 33138 Q"W-DARE C°18UNTYj • SHEITr"I CRQ�TION: 'I0OOR • PLAN • • o a a • • •••••• SCALE N FEET ER, • FULL SCALE: 1/4" = 1'-0" (22x34) co - HALF SCALE: 1/8" = 1'-0" (11x17) A EXISTING RRU (TYP. OF 12) (45LBS) \ INEERING LICENSE. / \ 160'-6"t AGL o i HIGHEST APPURTENANCE IGEN LID / No. 7750 0l t rl STATE O ORVb p NAL �I DRAWING NOTICE THESE DOCUMENTS ARE CONFIDENTIALAND EXISTING RRU (TYP. OF 12) (45LBS) \ INEERING LICENSE. \ 160'-6"t AGL o i HIGHEST APPURTENANCE IGEN LID No. 7750 0l 75'-O"t AGL q SPRINT EXISTING ANTENNAS 0'-0"t AGL FINISHED GRADE \ l EXISTING SPRINT CABINETS ON ROOFTOP (5000LBS TOTAL) — PROPOSED 2.5 EQUIPMENT TO BE INSTALLED IN EXISTING RBS CABINET (38LBS) PROPOSED HYBRID CABLE ROUTED UNDERGROUND (300LBS TOTAL) BUILDING ELEVATION EXISTING BUILDING PROPOSED ANTENNA NEW MOUNT. SEE SHEET S-1 & S-2 FOR DETAILS. (TYP. OF 3) (MOUNT - 95LBS, ANTENNA - 39LBS) PROPOSED RRU/FILTER ON EXISTING PIPE ABOVE EXISTING RRUS. SEE RF DATA SHEET.FOR RRU MAKE/MODEL. SEE SHEET S-2 FOR MOUNTING DETAIL. (TYP. OF 3) (55LBS) EXISTING NV SPRINT MOUNT AND ANTENNA (TYP. OF 3) (MOUNT - 65LBS. ANTENNA = 55LBS) PLANS PREPARED FOR: Sprint 6580 Sptint Parkway OndmW Park, Kansas 88251 9 INEERING LICENSE. 160'-6"t AGL HIGHEST APPURTENANCE IGEN No. 7750 0l STATE O ORVb EXISTING 160 -FT STEEPLE NAL �I DRAWING NOTICE THESE DOCUMENTS ARE CONFIDENTIALAND ARE THE SOLE PROPERTY OF SPRINTAND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. \ REVISIONS: DESCRIPTION DATE BY REV ' CONSTRUCTION 3-18-14 R8 A / PER JURISDICTION COMMENTS 7-9-14 RB B PER JURISDICnON COMMENTS 8-1-14 CD C i PER JURISDICTION COMMENTS 8-28-14 CD D PROPOSED HYBRID CABLE ROUTED IN STEEPLE INTERIOR SITE NAME. — MIAMI SHORFS• • PRESBYTERIAN CCH 1 ...... PROPOSED HYBRID PENETRATION 2 0 • •e — THROUGH CONCRETE FLOOR arm 0000•• •• • 0000•• • M=C0650000•• • 0400 44 • • e SITE AD ORQBC�4 :• 4 • • • • _ � MIAlvj�s�ipREs,FL33i3s ....�. (MIAN41PADE COUN IM SHEET DBBCRIPTIOM: • • • 4 • • 0000•• 33UIL,DING • o is 32 F,LIEVATIQIJ• • • • • SCALE IN FEET BSE' NUMBER: C-2 FULL SCALE: 1/16" - 1'-0" (22x34) HALF SCALE: 1/32" = 1'-0" (11x17) A 270• E GAMMA ®z EXISTING SPRINT CDMA ANTENNAS AND MOUNT TO BE REMOVED BY OTHERS ! s (TYP. OF 3) F O• (MOUNT 45LBS EACH, ANTENNA = 30LBS EACH) EXISTING STEEPLE EXISTING SPRINT 751t AGL FULL SCALE: 1/2" = 1'-0" (22x34) HALF SCALE: 1/4" = 1'-O" (11x17) EXISTING OTHER CARRIER ANTENNAS EXISTING SPRINT CDMA ANTENNAS AND MOUNT TO BE REMOVED BY OTHERS (TYP. OF 3) (MOUNT -45LBS EACH, ANTENNA = 30LBS EACH) `EXISTING SPRINT NV RRU'S (TYP. OF 12) (45LBS) EXISTING PIPE TO BE REUSED EXISTING SPRINT NV LTE/CDMA ANTENNA AND MOUNT (TYP. OF 3) (MOUNT - 65LBS, ANTENNA = 55LBS) EXISTING SPRINT CDMA ANTENNAS AND MOUNT TO BE REMOVED BY OTHERS (TYP. OF 3) ;(MOUNT 45LBS EACH, ;ANTENNA = 30LBS EACH) EXISTING OTHER CARRIER ANTENNAS 270° F GAMMA 270' GAMMA� PROPOSED RRU/FILTER ON EXISTING PIPE ABOVE EXISTING RRUS. SEE RF DATA SHEET FOR RRU MAKE/MODEL. SEE SHEET S-2 FOR MOUNT DETAILS. (TYP. OF 3) (55LBS) PROPOSED BREAKOUT CYLINDER TO BE MOUNTED USING STAINLESS STEEL HARDWARE. (-4LBS) � EXISTING STEEPLE FINAL SPRINT 751 AGL FULL SCALE: 1/2" = 1'-0" (22x34) HALF SCALE: 1/4" = 1'-O" (11x17) NOTES: ALL NEW EXTERIOR EQUIPMENT TO BE PAINTED TO MATCH STEEPLE EXTERIOR. EXISTING OTHER CARRIER ANTENNAS PROPOSED ANTENNA MOUNT. SEE SHEET S-2 FOR DETAILS. (TYP. OF 3) (MOUNT - 95LBS) PLANS PREPARED FOR: Sprint 6580 Sprint Parkway Ovedand Park, ftm 68251 PLANS PREPARED BY: TEPt.04412349 iL 1 R55'18 5511 M IUM WN. SURE 2D4,TA1PA, 8.3515 EXISTING SPRINT NV LTE/CDMA ANTENNAS (TYP. OF 3) (MOUNT - 65LBS, ANTENNA = 55LBS) EXISTING SPRINT NV RRU'S (TYP. OF 12) (45LBS) EXISTING PIPE! TO 13E USED PROPOSED HYBRID CABLE (1.05LBS/FT 30OLBS) PROPOSED PANEL ANTENNA ON NEW MOUNT. SEE RF DATA SHEET FOR !�y ANTENNA MAKE/MODEL. (TYP. OF 3) �F� �• (ANTENNA 39LBS) -9 9 EXISTING OTHER CARRIER ANTENNAS DRAWING NOTICE 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. REVISIONS: DESCRIPTION DATE BY IREV CONSTRUCTION 3-18-14 RB A PER JURISDICTION COMMENTS 7-9-14 RB B PER JURISDICTION COMMENTS 8-1-14 CD C PER JURISDICTION COMMENTS 8-28-14 CD D SITE NAME: MIANII SHORBS.. PRESBYTERIAN CImeh SITE CASCADE: - - - ArIIA3KC065 • .... •• SITE ADORNW. TF.96TH S.T• • �pitES,. a313g (MIAA�II•Dq - COUN�'7� SHEET DESCRPT101F. - EWIP ENPAND •• • 0000 ANTENNA LAXQUT SHEET NUMBER: C -3a 0000•• • 0000•• 0000• 0000• l�l EXISTING SPRINT LEGACY EQUIPMENT TO BE REMOVED BY OTHERS (5800LBS) EXISTING SPRINT EQUIPMENT AREA EXISTING SPRINT RBS CABINET. (2500LBS) EXISTING SPRINT BBS CABINET. (250OLBS) EXISTING PANEL EXISTING TELCO BOX EXISTING CABLE TRAY ` CLASSROOMS c� — EXISTING SPRINT N� ETWORK VISION GPS EXISTING SPRINT EQUIPMENT AREA FULL SCALE: 1/2" = V-0" (22x34) HALF SCALE: 1/4" = 1'-0" (1107) CONCRETE BUILDING ROOFTOP PLANS PREPARED FOR: Sprint Spft Y` OY ftM Park, Kansas 66251 PLANS PREPARED BY: T (.01441x#9 EXISTING PANEL EXISTING TELCO BOX CLASSROOMS 58111EAORIAI 204 33515 EXISTING CABLE TRAY �// OEM PROPOSED HYBRID CABLE TO BE ROUTED ALONG CABLE TRAY (1.05LBS/FT) a.� / I C� /CONCRETE / PAD ) I EXISTING SPRINT NETWORK VISION GPS EXISTING SPRINT EQUIPMENT AREA EXISTING SPRINT RBS CABINET. (2500LBS) EXISTING SPRINT BBS CABINET. (2500LBS) FINAL SPRINT EQUIPMENT AREA FULL SCALE: 1/2" = 1'-0" (22x34) HALF SCALE: 1/4" = 1'-0" (11x17) FUTURE CABINET 8Y L: OTHERS. SIZE AND LOCATION MAY VARY. (250OLBS) ro CONCRETE PROPOSED EQUIPMENT TO BE MOUNTED IN EXISTING CABINET. :j%8BS BUILDING ROOFTOP SEE SHEET S-3 FOR DETAILS. (38LBS) DRAWING NOTICE EXISTING SPRINT EQUIPMENT AREA EXISTING SPRINT RBS CABINET. (2500LBS) EXISTING SPRINT BBS CABINET. (2500LBS) FINAL SPRINT EQUIPMENT AREA FULL SCALE: 1/2" = 1'-0" (22x34) HALF SCALE: 1/4" = 1'-0" (11x17) 0 \0 E (P No. 77350 ro STATE OF 4� 111! By.s ee, m11 DRAWING NOTICE 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. REVISIONS: DESCRIPTION DATE REV CONSTRUCTION 3-18-14 A FRRB PER JURISDICTION COMMENTS 7-9-14 8 PER JURISDICTION COMMENTS 8-1-14C PER JURISDICTION COMMENTS 8-28-14 D SITE NAME: MIAMI SHORM PRESBYTPUAN M=CH • • • • • • SITE • • 0000•• •• • 0000•• •MM3XC065 • • 0000 •• • • • 817E ADDR4EYSt • • • • • 96TH ST •'•'0'Rt•'I ...:..' MIMA MORES, TL3jn g ...... NIAM-MDE COUATTi� •' sMET DESCRPTM* • . • • • • EQUIRN ENT AND :....: ANTtWA Lt ZVT • SHEET NUMBER C -3b ANTENNA MAKE AND MODEL RRU MAKE AND MODEL C THIS IS A PROTOTYPICAL DETAIL. PLANS PREPARED FOR ANTENNA MAKE: COMMSCOPE ANTENNA MODEL: COMMSCOPE TTTT65AP-1XR RADOME MATERIAL: UPVC RRU MAKE: RRU MODEL: SUN SHIELD MATERIAL: NSN FZHJ-RRH UPVC TO OTHER RRUS ACTUAL LAYOUT MAY VARY. • Sprint RADOME COLOR: LIGHT GRAY DIMENSIONS, HxWxD (mm): 63.2"x12.0"x5.0" (1605x305x127) INCLUDED MOUNT KIT: ANDREW D8380 -E-5083 WEIGHT: 39.2 lbs SUN SHIELD COLOR: DIMENSIONS, HxWxD: INCLUDED MOUNT KIT: WEIGHT: LIGHT GRAY 74.0"x17.4"x8.7" NO PN 55 lbs 4---------------------------.� .. i ?* PROPOSED HYBRID CABLE -a; �0 (1.05LBS/FT, 300LBS) ' ;; =; u PROPOSED BREAK—OUT PROPOSED PIPE ( 55LBS 8580SpriIltPBrkway OygdBndPerk,KansBaE3825I PLANS PREPARED BY:TEPS.51144•'1299 CYLINDER SECURED WITH STAINLESS STEEL HARDWARE. (-4LBS) 17.4" I PROPOSED PANEL PROPOSED RRU/FILTER ANTENNA (39LBS) TR51FMs�1AI8 SECURED TO PIPE (55LBS) I 5611 MRM&S, SIM 214 TW,%FL33615 CALIBRATION CONNECTOR RF CONNECTORS ASG OUT ®® ®• ® ASG IN 44T10 • I' iaaa44 HYBRID WALL PENETRATION OENk PLAN , IK M n o R I4 i15 9 h�.s EXISTING CONCRETE FLOOR PROPOSED HYBRID JUMPER GIN NG LICENSE: FRONT SIDE PROPOSED MOUNT EXTERIOR (22LBS PER BRACKET, WALL 44LBS TOTAL) NOTE: . ALL MOUNTING HARDWARE SHALL BE CORROSIVE RESISTANT (STAINLESS OR GALVANIZED). �10 E NS 0, No, 77350 V -'o STATE OF r lilt �< PROPOSED ANTENNA SPECIFICATIONS NOT TO SCALE A PROPOSED RRU SPECIFICATIONS NOT TO SCALE B ANTENNA. RRU & BREAK—OUT MOUNTING DETAIL NOT TO SCALE C NOTE: DRAWING NOTICE THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND CONTRACTOR SHALL FIELD VERIFY ALL MATERIALS PRIOR TO ORDERING. MAY NOT BE REPRODUCED, DISSEMINATED PROPOSED MOUNTING BRACKET OR REDISTRIBUTED WITHOUT THED(PRESS SUPPLIED W/ ANTENNA SEE WRITTEN CONSENT OF SPRINT. FIBER BREAK-OUT DC POWER BREAK-OUT BREAK-OUTS TO RRUCONNECT-IT DETAIL A (TYP.) PROPOSED ANTENNA SEE DETAIL A STAINLESS STEEL UNIVERSAL CLAMP BY I (PN:AADP38-G) STRUCTURAL MEMBER REVISIONS:PROPOSED DESCRIPTION DATE BY REV coNsrRucnoN 3-18-14 RB A PER JURISDICTION COMMENTS 7-9-14 RB s PER JURISDICTION COMMENTS 8-1-14 CD c PER JURISDICTION COMMENTS 8-26-14 CD D BREAK-OUT CYLINDER INSTALL CABLE TERMINATION ENCLOSURE FURNISHED WITH CABLE INSTALL AND SUPPORT PER MANUFACTURE REQUIREMENTS HYBRID CABLE PROPOSED 2Y2" STD (2.9" O.D.) X 9'-0" LONG PIPE (55LBS) PROPOSED STAINLESS 0 0 STEEL STANDOFF ADAPTER BY CONNECT -IT (PN: TSK) SITE NAME: NHAA T SHOMo PRESBYIERIAN GNMCH e e e e e CE �• CASCADE:* 0000•• •• • • NAOgXC065- ' • • PROPOSED BREAKOUT CYCLINDER g2 o SITEADDRLM: *GG3, E 96TH•ST . MIA&eSWbRES,*Fk%138 PROPOSED STAINLESS•)SDE STEEL CLAMP HOSE CLAMP DETAIL COUN SHEET ESC(�tT��.M'j' DETAILS:. SHEET NUMBER C-4 HYBRID BREAK—OUT DETAIL NOT TO SCALE TD ANTENNA MOUNTING DETAIL NOT TO SCALE E BREAKOUT CYLINDER MOUNTING DETAIL _7 NOT TO SCALE F 0000•• • • • 0000•• 00.00 0000• • • • NOTE: NOTE: PLANS PREPARED FOR: CONTRACTOR PRIOR TO ORDERING. SHALL FIELD VERIFY ALL MATERIALS CONTRACTOR SHALL FIELD VERIFY ALL MATERIALS PRIOR TO ORDERING. Sprint PROPOSED 2Y2NG STD ((55LB) 0 x 9'-0" LONG PIPE (55LBS) P paft ey Overland Pse��, K8I11388625I PLANS PREPARED BY: 7EP86114412348 PROPOSED WALL MOUNT BY CONNECT-IT WIRELESS -- --- (PN:WMA-300-1) (44LBS EACH) SOLID CONCRETE OR GROUT FILLED PROPOSED CABLE SUPPORTS TO BE ADDED TO EXISTING ICE BRIDGE AS NEEDED FOR CONTINUOUS CABLE SUPPORT 0 0 0 0 i-tow— CMU WALL. CONTRACTOR SHALL CONTACT TEP IF HOLLOW WALL ENCOUNTERED. CUSHION BLOCK 1'm18 68118!fEMORW. HWYSUITE 2D4 TABIPA FL 33615 Z Z PROPOSED L3"x3"xYa" BACKING WITH Y2"0 THRU-BOLTS -OR- STAINLESS STEEL Y2"O HILTI KWIK BOLT 3 OEM o ANCHORS EMBEDDED 6" INTO SOLID � CONCRETE OR GROUT FILLED CMU WALL L 3"x3"xYa"x8" LONG ® SIDE VIEW Y2"0x3"x5Y4" U-BOLT CHANNEL Ya"x2Y2"x11" (SLIDER BRACKET) 6/6"0x13/a" BOLTS m L 3"x3"xY4"x1'-2Yz" LONG WMA-300-1 ° ° C 12" SUPPORT O e e 0 • 0 � c e 0 24" SUPPORT ` EERINO LIC g N0. 7750 00, STATE OF � , O IV � � NAL def 11111 PROPOSED ANTENNA MOUNT DETAIL NOT TO SCALE A CABLE SUPPORT DETAIL NOT TO SCALEB NOT USED NOT TO SCALE C DRAWING NOTICE: 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. REVISIONS: DESCRIPTION DATE BY REV CONSTRUCTION 3-18-14 R8 A PER JURISDICTION COMMENTS 7-9-14 R8 8 PER JURISDICTION COMMENTS 8-1-14 CD C PER JURISDICTION COMMENTS 8-26-14 CD D SITE NAME: MIAMI Sltox 3. PR SB N"ffllURCH SITE CASCADE: 000.0• •• • • • W03XC065 SITE • •�02 �TE 96'�'FI•�'P. M1AND9HORES!FL93138 (MVi*VLj)ADE COUNTY) SHEff DEW . DETA A • SHEEiNUMBER: C-5 NOT USED NOT TO SCALE D NOT USED =NOT TO SCALE E NOT USED NOT TO SCALE F 0000• • • • 0000• 18 AWG COPPER Number, size (awg) 6/C #6 + 2/C #18 TYPE 3 6 AWG COPPER CONDUCTOR x 2 Outer Jccket PVC Shielding CONDUCTOR X 6 Max shield resistance (ohm/ft ® 20 c) 0.0035 o000Qo n/a CORRUGATED SINGLE MODE Dc conductor material oaaaa 0° Dc conductor size (awg) COPPER ARMOR FIBER x 24 0.411 ® 20 deg C Color Code Block/Red Alarm Conductor Material Copper � . � •NNS 18 OOo 00000 D0000 6.7 PVC OUTER N�•�N " Fiber Cables ° ° RIPCORD JACKET Weight (Ib/ft) 4-0--g-OD-0-2, Minimum Bend Radius (in) 15 Bend Moment (Ib/ft) 00800 00°0 0000° Tensil Strength (lb) 00800 0000p00° Crush Resistance, FOTP-41 (N/mm) 22 Strength Member No Operating Temperature Range (low) -40 deg C Operating Temperature Range (high) +80 deg C °poo°o Low Water Peak Single Mode Loose Tube Fiber Standard Compliance :XMIPME M. oe800° IEC 60793-2-50 Type B.1.3 & Type B.6 A&B NOTE: NOT DRAWN TO SCALE CABLE TYPE Number, size (awg) 6/C #6 + 2/C #18 TYPE 3 Voltage 600 Outer Jccket PVC Shielding Corrugated Copper Max shield resistance (ohm/ft ® 20 c) 0.0035 Drain n/a Ripchord Kevlar Dc conductor material Copper Dc conductor size (awg) 6 Max Dc resistance (ohm/1000ft) 0.411 ® 20 deg C Color Code Block/Red Alarm Conductor Material Copper Alarm conductor size (awg) 18 Max Dc resistance (ohm/1000ft) 6.7 Color Code TBD Fiber Cables SM Outer Diameter (in) - Nominal 1.24 Weight (Ib/ft) 1.05 Minimum Bend Radius (in) 15 Bend Moment (Ib/ft) TBD Tensil Strength (lb) 325 Crush Resistance, FOTP-41 (N/mm) 22 Strength Member No Operating Temperature Range (low) -40 deg C Operating Temperature Range (high) +80 deg C Fiber Type YP Low Water Peak Single Mode Loose Tube Fiber Standard Compliance :XMIPME M. ITU -T Rec. G.652.1), G657.A2 IEC 60793-2-50 Type B.1.3 & Type B.6 A&B Fiber Coating Diameter (um) .242 +/- 0.007mm 0.9 +/- 0.005mm Fiber Count 24 Number of fiber subunits 1 Fiber count each units 24 Fiber count jackets FR Jacket Max attenuation, 1310 nm (db/km) Less than equo 0.5 Max attenuation, 1550 nm (db/km) Less than equo 0.5 HYBRID CABLE CROSS—SECTION AND DATA NOT TO SCALE I A PROPOSED NSN BBU (38LBS) EXISTING RECTIFIERS EXISTING PDU'S EXISTING BTS ALARM EXISTING GPS SPLITTER — EXISTING NV CONTROL UNITS NOTES: 1. CONFIGURATION OF NEW/EXISTING EQUIPMENT MAY VARY PER SITE. 2. LAYOUT FOR REFERENCE PURPOSES ONLY. CONTRACTOR RESPONSIBLE TO DETERMINE IF THE PROPOSED EQUIPMENT CAN BE PROPERLY INSTALLED IN EXISTING EQUIPMENT CABINET. 3. IT IS THE CONTRACTOR'S RESPONSIBILTY TO IMMEDIATELY CONTACT THE CLIENT PROJECT MANAGER (LISTED ON SHEET T-1) IF CONDITIONS DO NOT MATCH LATEST SET OF PLANS. EXISTING RBS EQUIPMENT FUTURE CABINET MAKE AND MODEL CABINET MAKE: ELTEK CABINET MODEL: TYPE 3 CABINET MATERIAL: GALVANIZED STEEL CABINET COLOR: LIGHT GRAY DIMENSIONS, HxWxD (mm): B6.6"x57.6"x35.5" (2200xl452x9Ol) WEIGHT: 2500 lbs 4'-9%" PLAN VIEW NOTE: FUTURE CABINET HAS NOT BEEN DETERMINED. PLATFORM STRUCTURAL ANALYSIS BY TEP IS BASED ON THE ABOVE EQUIPMENT CABINET. FUTURE CABINET PLANS PREPARED FOR: Sprint 6580 Spdrlt Parkway ����='�`�"�"�� Overland Park, Kan3es86251 '01,11- a�8s'aE'.'.'sa�'a^���z PLANS PREPARED 8Y: TEM.5114412349 tow - 59111 W HM.SIATE204 X15 ELEVATION VIEW NOT TO SCALE I C DRAWING NOTICE., 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. REVISIONS: DESCRIPTION DATE BY REV CONSTRUCTION 3-18-14 RB A PER JURISDICTION COMMENTS 7-9-14 RB 8 PER JURISDICTION COMMENTS 8-1-14 CO C PER JURISDICTION COMMENTS 8-26-14 CD D SITE NAME MANE SHORM PRESBYT HU41 F UORCH • • • • • • • • • • SITE CASCADE: ®-®• • •• • • •••• • ::**he 03XC0•• ' • 65 :...: srrE& •••• ..46024-4E96MST OL696• Mli4ft&0RE*$Av13138 • • • (M&khN- ADE COUNTY) • SHEIT DESC • • • • • :XMIPME M. WiEET NUMBER: C-6 ANTENNA SCHEDULES AND PART LIST NOT TO SCALE DRAWING NOTICE THESE DOCUMENTS ARE CONFIDENT1ALAND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS: DESCRIPTION DATE BY REV CONSTRUCTION 3-18-14 R8 A PER JURISDICTION COMMENTS 7-9-14 RS 8 PER JURISDICTION COMMENTS 8-1-14 CD C PER JURISDICTION COMMENTS 8-26-14 CD D SITE NAME-*��u lrl.lL'7 & S'ii`olmn PIWS$YTEUAN eHURCH. ..:. SITE Sam's' • •'N903XC065 :...: .. • • • SITE 9060e.,NE96.W�lr. • ••• MFAW-SH0RE9,fL-33138 • ••;• (MWl";DADE COUNTY) • • 8 DEW RF DATA SHEET ' SHEET NUMBER C-7 G1 NV -5 ML Figure 1: Antenna Orientation B4 -4 Bt NOTES 1. All cables sha11 be marked at the top and bottom'with 2" colored tape, stencil tag colored tape, or colored heat shrink tubing FIGURE 19.1 CABLE COLOR CODE 2. Colored tape may be obtained from vraybar Electronic. UV stabilized tape or heat shrink are preferred. 3. The first ring shall be closest to the end of the cable, and there shall be a 1" space between each ring. 4. The cable color code shall be applied in accordance to Table 19-1. A. Table 19-1 only shows 3 sectors, but additional sectors are easily supported by adding the appropriate number of colored rings to the cable color code. 5. After the cable color code is applied, the frequency color code, Table 19-2, must be applied for the specific frequency band in use on a giver, line. A.2" gap shall separate the cable color code from the frequency color code. H. The 2" color rings for the frequency code shall be placed next to each other with no spaces. 6. Wrap 2" colored tape a minimum of 3 times around the coax, and keep the tape in the same area as much as possible. This will allow removal of tape that fades or discolors due to weather. 7. Examples of the cable and frequency color codes are shown in Figure 19-1 and Figure 19-2. FIGURE RRU CABLE MARKING LOCATIONS DIAGRAM NOT TO SCALE rlierMw wtc Sprint 8580 Splint ftlic g 0"dWW Perk, WSW Sol .Z ) \CEN& 0� No. 77350 STATE OF 'gZ RM NAL cr,.Teatzw DRAWING NOTICE THESE DOCUMENTS ARE CONFIDENTIALAND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS DESCRIPTION DATE BY REV CONSTRUCnON 3-18-14 RB A PER JURISDICTION COMMENTS 7-9-14 RB B PER JURISDICTION COMMENTS 8-1-14 CD C PER JURISDICTION COMMENTS 8-26-14 CD D SHEET NUMBER: C-8 FOUNTAIN P �l 270' GAMMA ® EXISTING SPRINT ANTENNA AND MOUNT (TYP. OF 3) 70' (MOUNT — 65LBS, ANTENNA = 55LBS) GAMMA EXISTING 160—FT STEEPLE TOWER. SEE SHEET C-2 FOR ELEVATION. EXISTING RRU y� (TYP OF 12) (45LBS) PROPOSED SPRINT ANTENNA AND MOUNT (TYP. OF 3) PROPOSED RRU (MOUNT « 95LBS, ANTENNA 39LBS) (TYP OF 3) (55LBS) �F\o. � v mF so. 9 h ' / GRASS PROPOSED HYBRID TO BE ROUTED UNDERGROUND STONE PROPOSED HYBRID TO BE ROUTED IN EXISTING CONCEALED CABLE TRAY ALONG BUILDING WALL. I I I I I I ,I I , I I I ,I I II ` CLASSROOMS I I II II II II I , i I 23'-6" PROPOS D HYBRID CABLE TO i6 BE ROUTED ALONG CABLE TRAY CONCRETE C (300LBS TOTAL) PA� w 53'-0" �I �\ uUI `J FUTURE CABINET BY OTHERS. �{ SIZE AND LOCATION MAY Y U SEE SHEET S-3 FOR DETAILS.L& u (2500LBS) EXISTING SPRINT EXISTING SPRINT LEGACY CABLE TRAY EQUIPMENT TO BE REMOVED``., CONCRETE BY OTHERS (-5800LBS TOTAL) C BUILDING ROOFTOP PROPOSED EQUIPMENT TO BE SANTUARY MOUNTED IN EXISTING CABINET. SEE SHEET S-1 FOR DETAILS. EQUIPMENT AREA ROOF PLAN NOTES: 1. GC IS RESPONSIBLE TO COORDINATE ALL ROOF PENETRATIONS WITH BUILDINGS ROOFING COMPANY. —6" EXISTING SPRINT RBS CABINET (2500LBS) EXISTING SPRINT BBS CABINET (2500LBS) 0 4 e SCALE IN FEET FULL SCALE: 1/4" = 1'-0" (22x34) HALF SCALE: 1/8" = 1'-0" (11x17) A PLANS PREPARED FOR: Sprint 6580 Sprint Parkway Overland Park, Kansas 66251 PLANS PREPARED BY: TEP5:51144.12349 5811 MBMMHW. SUTrE 2K TANPA FL33815 �\ GEN Ro No. 7'7350 STATE OF o �4 ORO &&Lpp��� dp�Ob � ee. ems DRAWING NOTICE THESE DOCUMENTS ARE CONFIDENTIALAND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS: DESCRIPTION DATE BY REV CONSTRUCTION 3-18-14 R8 A PER JURISDICTION COMMENTS 7-9-14 R8 8 PER JURISDICTION COMMENTS 8-1-14 CD C PER JURISDICTION COMMENTS 8-26-14 CD D EXISTING RRU (TYP. OF 12) (45LBS) \ o \ Lo 1 _ 75'-O"t AGL q SPRINT EXISTING ANTENNAS 0'-0"t AGL FINISHED GRADE EXISTING SPRINT CABINETS ON ROOFTOP (5000LBS TOTAL)— PROPOSED OTAL)— PROPOSED 2.5 EQUIPMENT TO BE INSTALLED IN EXISTING RBS CABINET (38LBS) PROPOSED HYBRID CABLE ROUTED UNDERGROUND (300LBS TOTAL) BUILDING ELEVATION EXISTING BUILDING 0 — M PROPOSED ANTENNA NEW MOUNT. SEE SHEET S-1 & S-2 FOR DETAILS. (TYP. OF 3) (MOUNT •- 95LBS, ANTENNA = 39LBS) PROPOSED RRU/FILTER ON EXISTING PIPE ABOVE EXISTING RRUS. SEE RF DATA SHEET FOR RRU MAKE/MODEL. SEE SHEET S-2 FOR MOUNTING DETAIL. (TYP. OF 3) (55LBS) EXISTING NV SPRINT MOUNT AND ANTENNA (TYP. OF 3) (MOUNT - 65LBS. ANTENNA = 55LBS) 160'-6"f AGL HIGHEST APPURTENANCE EXISTING 160 -FT STEEPLE PROPOSED HYBRID CABLE ROUTED IN STEEPLE INTERIOR (300LBS TOTAL) PROPOSED HYBRID PENETRATION THROUGH CONCRETE FLOOR 0 18 32 SCALE IN FEET FULL SCALE: 1/16" - 1'-0" (22x34) HALF SCALE: 1/32" = 1'-0" (11x17) LAMS PREPARED FOR: Sprint m Spord ftftsy PREPARED BY: 5811 m nvi ® OEM 1 x No. 7'735(3 / STATE OF ft� if NAL o DRAWING NOTICE Ln THESE DOCUMENTS ARE CONFIDENTIALAND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS EXISTING RRU (TYP. OF 12) (45LBS) \ o \ Lo 1 _ 75'-O"t AGL q SPRINT EXISTING ANTENNAS 0'-0"t AGL FINISHED GRADE EXISTING SPRINT CABINETS ON ROOFTOP (5000LBS TOTAL)— PROPOSED OTAL)— PROPOSED 2.5 EQUIPMENT TO BE INSTALLED IN EXISTING RBS CABINET (38LBS) PROPOSED HYBRID CABLE ROUTED UNDERGROUND (300LBS TOTAL) BUILDING ELEVATION EXISTING BUILDING 0 — M PROPOSED ANTENNA NEW MOUNT. SEE SHEET S-1 & S-2 FOR DETAILS. (TYP. OF 3) (MOUNT •- 95LBS, ANTENNA = 39LBS) PROPOSED RRU/FILTER ON EXISTING PIPE ABOVE EXISTING RRUS. SEE RF DATA SHEET FOR RRU MAKE/MODEL. SEE SHEET S-2 FOR MOUNTING DETAIL. (TYP. OF 3) (55LBS) EXISTING NV SPRINT MOUNT AND ANTENNA (TYP. OF 3) (MOUNT - 65LBS. ANTENNA = 55LBS) 160'-6"f AGL HIGHEST APPURTENANCE EXISTING 160 -FT STEEPLE PROPOSED HYBRID CABLE ROUTED IN STEEPLE INTERIOR (300LBS TOTAL) PROPOSED HYBRID PENETRATION THROUGH CONCRETE FLOOR 0 18 32 SCALE IN FEET FULL SCALE: 1/16" - 1'-0" (22x34) HALF SCALE: 1/32" = 1'-0" (11x17) LAMS PREPARED FOR: Sprint m Spord ftftsy PREPARED BY: 5811 m nvi ® OEM 1 x No. 7'735(3 STATE OF ft� NAL B.T. m Ems DRAWING NOTICE THESE DOCUMENTS ARE CONFIDENTIALAND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS: DESCRIPTION_ DATE BY REV CONSTRUCTION 3-18-14 R8 A PER JURISDICTION COMMENTS 7-9-14 RS 8 PER JURISDICTION COMMENTS 8-1-14 CD C PER JURISDICTION COMMENTS 8-26-14 CD 0 SITE NAME MIAMI .SHORES PRESB3t'TERI�iIJ{m L'1RCH• • • • • • SITE CASCADE • •••••• •• • • •••• • • • �63XC065 :...: • • • • SRE klb*ft: • • 96U NE 96W ST : • • N9A,UAH0R11S,•fb X33138 • • • • • (NIWI•DADE C©UNTi� • • • • • • • SHMET DESC ELEVA=N SHEET NUMBER S-2 A 270' E GAMMA EXISTING SPRINT CDMA ANTENNA AND MOUNT TO BE REMOVED (TYP. OF 3) (MOUNT 45LBS EACH, ANTENNA = 30LBS EACH; EXISTING STEEPLE EXISTING SPRINT 751± AGL FULL SCALE: 1/2" = 1'-O" (2204) HALF SCALE: 1/4" = 1'-0" (11x17) EXISTING OTHER CARRIER ANTENNAS EXISTING SPRINT CDMA ANTENNA AND MOUNT TO BE REMOVED (TYP. OF 3) (MOUNT -45LBS EACH, ANTENNA = 30LBS EACH) 60 Av P EXISTING SPRINT NV RRU'S (TYP. OF 12) (45LBS) EXISTING PIPE TO BE REMAIN AND TO BE REUSED EXISTING SPRINT NV LTE/CDMA ANTENNA AND MOUNT TO REMAIN C(TYP. OF 3) MOUNT ti 65LBS ANTENNA = 5! '9 EXISTING SPRINT CDMA ANTENNA AND MOUNT TO BE REMOVED (TYP. OF 3) (MOUNT 45LBS EACH, ANTENNA = 30LBS EACH) EXISTING OTHER CARRIER ANTENNAS 270' GAMMA� 270' f GAMMA PROPOSED RRU/FILTER ON EXISTING PIPE ABOVE EXISTING RRUS. SEE RF DATA SHEET FOR RRU MAKE/MODEL. SEE SHEET S-4 FOR MOUNT DETAILS. (TYP. OF 3) (55LBS) PROPOSED BREAKOUT CYLINDER TO BE MOUNTED USING STAINLESS STEEL HARDWARE. (-4LBS) EXISTING STEEPLE FINAL SPRINT 751 AGL FULL SCALE: 1/2" = 1'-0" (22x34) HALF SCALE: 1/4" = 1'-0" (11x17) PLANS PREPARED FOR: NOTES: ALL NEW EXTERIOR EQUIPMENT TO BE Sprint PAINTED TO MATCH STEEPLE EXTERIOR. 6580sprint Parkway Overland Park, Kansas 66251 PLANS PREPARED BY: TEP 51144412349 EXISTING OTHER CARRIER 101® FIRRIN Alu ANTENNAS 5911N971ALARTANPAFL315 C OEM: PROPOSED ANTENNA MOUNT. SEE SHEET S-2 FOR DETAILS. (TYP. OF 3) (MOUNT - 95LBS) EXISTING SPRINT NV LTE/CDMA ANTENNAS (TYP. OF 3) (MOUNT - 65LBS, ANTENNA = 551 -BS) EXISTING SPRINT NV RRU'S (TYP. OF 12) (45LBS) EXISTING PIPE TO BE' USED PROPOSED HYBRID CABLE (1.05LBS/FT 30OLBS) PROPOSED PANEL ANTENNA ON NEW MOUNT. SEE RF DATA SHEET FOR ANTENNA MAKE/MODEL. (TYP. OF 3) �Ff o• (ANTENNA 39LBS) 9 SFr so. 9 EXISTING OTHER CARRIER ANTENNAS No, 77354 STATE— OF vo. �4 AL 11N1t DRAWING NOTICE THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRrrTEN CONSENT OF SPRINT. REVISIONS: DESCRIPTION DATE BY REV CONSTRUCTION 3-18-14 RB A PER JURISDICTION COMMENTS 7-9-14 RB 8 PER JURISDICTION COMMENTS 8-1-14 CD C PER JURISDICTION COMMENTS 8-26-14 CD D SITE NAME: MIAMI SUGGES PRESDYTERL%N CdMC � • • • • SITE CASCADE*�� • • 0000•• •• • •• •••"AR03XC065 ;...; ••• 0080 •• gms,1WFIIESS: • •.416" NE 96R STM 4]&lSHORtS, 1U•33(IA DZ - 0 AIVY-DADS OOWSKEET DESft-W4: • • • '0000•• AND** ••• ANTENNA. MYOUT SHEET NUMBER S -3a CLASSROOMS EXISTING SPRINT EQUIPMENT AREA FULL SCALE: 1/2" = 1'-0" (2204) HALF SCALE: 1/4" = 1'-0" (11x17) EXISTING PANEL EXISTING TELCO FUTURE CABINET BY BOX CLASSROOMS EXISTING CABLE TRAY PROPOSED HYBRID CABLE LOCATION MAY VARY. TO BE ROUTED ALONG CABLE TRAY (1.05LBS/FT) DESCRIPTION DATEBY REV / CONCRETE / PAD EXISTING SPRINT NETWORK VISION GPS wvwwv J77 THESE DOCUMENTS ARE CONFIDENTIALAND FUTURE CABINET BY ARE THE SOLE PROPERTY OF SPRINT AND OTHERS. SIZE AND OR REDISTRIBUTED WITHOUT THE EXPRESS LOCATION MAY VARY. -_ (2500LBS) DESCRIPTION DATEBY REV PROPOSED EQUIPMENT TO BE MOUNTED IN EXISTING CABINET. SEE SHEET S-3 FOR DETAILS. (38LBS) BBS CONCRETE BUILDING ROOFTOP EXISTING SPRINT EOINMENT AREA EXISTING SPRINT RBS CABINET. (2500LBS) EXISTING SPRINT BBS CABINET. (2500LBS) FINAL SPRINT EQUIPMENT AREA FULL SCALE: 1/2" = 1'-0" (22x34) HALF SCALE: 1/4" = 1'-0" (11x17) PLANS PREPARED FOR: Sprint 8580 Splint Parkway OY ft d Park, Kansas 85151 PLANS PREPARED BY: � TEP8:51144049 b811 MEI�RIAL 33815 OEM: o r Cil UCENS O. 77350 0. STATS O OW A 111111 DRAWING NOTICE THESE DOCUMENTS ARE CONFIDENTIALAND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS DESCRIPTION DATEBY REV CONSTRUCTION 3-18-14 - A PER JURISDICTION COMMENTS 7-9-14 RS S PER JURISDICTION COMMENTS 8-1-14 CD C PER JURISDICTION COMMENTS 8-28-14 CD D SITE NAME: MIAMI SENORES RRESByTERiAdtj4GAMCRe • • • s CASCADE:� •0000• 00 • •• ••• ••-:W03XC@65 ;• ••; 0000 •• • • • • • SITCADDRESS: ••9A92NE9&MjST •I.: ••• SHOItBS,W33138•.• -DADE GOUNTY) 000 SHEET DESCRFMI MgNT AND%so ••• 0 ANTENNA=YOUT SHEET NUMBER: S -3b PLANS PREPARED FOR. THIS IS A PROTOTYPICAL DETAIL. TO OTHER RRUS ACTUAL LAYOUT MAY VARY. Sprint 5--------- --------- ---------+. .. '�' 65M Sp�hltPadmay . i PROPOSED HYBRID CABLEsl �I PROPOSED PIPE 55LBS ( ) OYB�ISRd Park66251 Kansas PLANS PREPARED BY: TEPS 5174412349 (1.05LBS/FT, 30OLBS) ' PROPOSED BREAK-OUT CYLINDER SECURED WITH STAINLESS STEEL HARDWARE. FqM (-4LBS) t PROPOSED PANEL PROPOSED RR ; ANTENNA (39LB5) IPE (ER SECURED TO PIPE (55LBS) 0 5811l�IORW I1tlV1 TAI�PA,FL9�15 t 31h} aw DEM: I HYBRID WALL PENETRATION ;� PROPOSED HYBRID 1N NO EXISTING CONCRETE FLOOR JUMPER PROPOSED ggggggpp$$ 5i'BBk, 9��a MOUNT (22LBS PER BRACKET, EXTERIOR WALL 44LBS TOTAL) No. 77350 NOTE: ALL MOUNTING HARDWARE SHALL BE CORROSIVE TE OF ' RESISTANT (STAINLESS OR GALVANIZED). 31� ����� ANTENNA. RRU & BREAK—OUT MOUNTING DETAIL NOT To SCALE A NOT USED NOT TO SCALE B NOT USED NOT TO SCALE C By.,t Ee, iM4 DRAWING NOTICE 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. REV18tON3: DESCRIPTION DATE BY REV CONSTRUCTION 3-18-14 R8 A PER JURISDICTION COMMENTS 7-9-14 RS B PER JURISDICTION COMMENTS 8-1-14 CD C PER JURISDICTION COMMENTS 8-26-14 CD D SITE NAME �N JQUSm/�� DDS *Sk PeRESBYTERtULQ?R CVs • S E •• 00'e, •• ::::- II03XC@65 1-0000- � • SrqEdmoFESS • • • • 692 NE 96jH•ST ]y; M"SHOUSO, f t 33AVAM-DARE COUNT SHEET DESCRIPTIO i $QUHNENT • i • •• •DET • 8HEET NUMBER: S-4 NOT USED NOT TO SCALE D NOT USED Nor To SCALE Ll NOT USED NOT To SCALE F I U WLN. PROPOSED NSN BBU BOND EQUIPMENT TO GROUND BAR EXISTING GROUND BAR GROUNDING PLAN DIAGRAM NOTES: 1. CONFIGURATION OF NEW/EXISTING EQUIPMENT MAY VARY PER SITE. 2. LAYOUT FOR REFERENCE PURPOSES ONLY. CONTRACTOR RESPONSIBLE TO DETERMINE IF THE PROPOSED EQUIPMENT CAN BE PROPERLY INSTALLED IN EXISTING EQUIPMENT CABINET. 3. IT IS THE CONTRACTOR'S RESPONSIBILTY TO IMMEDIATELY CONTACT THE CLIENT PROJECT MANAGER (LISTED ON SHEET T-1) IF CONDITIONS DO NOT MATCH LATEST SET OF PLANS. CABINET GROUNDING DETAIL NOT TO SCALE I C BOND HYBRID TO GROUND BAR ----q NOTE: IF EXISTING GROUND BARS ARE ISOLATED, CONTRACTOR SHALL REMOVE ISOLATORS AND BOND DIRECTLY TO THE TOWER. o �-- BOND MOUNT PIPE TO GROUND BAR BOND ANTENNA TO GROUND BAR- TO AR- TO EXISTING EQUIPMENT GROUNDING PROPOSED GROUND BAR. EXISTING GROUND BAR TO BE USED IF WITHIN 10 FEET WITH AVAILABLE CAPACITY. NOT TO SCALE I A GROUND PLAN DETAIL NOT USED PROPOSED MOUNT PIPE PROPOSED ANTENNA PROPOSED RRU/FILTER ♦ ♦ PROPOSED �� ♦♦♦ BREAKOUT ♦ CYLINDER PROPOSED HYBRID CABLE BOND HYBRID TO GROUND BAR BOND EQUIPMENT TO GROUND BAR NOT TO SCALE B NOT TO SCALE D PLANS PREPARED FOR: Sprien.t•. •4, 0 • •6580 serw rarrtwaY PLMS PREPARED BY: • "0690 . TM. 5114442349 • ••••• • ••• • • 3811�El40RIAL HI�Y, SUIIE204 TNA, FL 33815 OEr• E NEERING LICENS 0 1 A4, ,��, \Ci fVSO���® U� N0. 77350 0 -p STATE OF NAL gr,►, ema DRAWING NOTICE THESE DOCUMENTS ARE CONFIDENTIALAND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS DESCRIPTION DATE BY REV CONSTRUCTION 3-18-14 RB A PER JURISDICTION COMMENTS 7-9-14 RB B SITE NAME NHANH SHORES PRESBYTERIAN CHURCH SITE CASCADE A903XCO65 SITE ADDRESS: 602 NE 96TH ST MIAMI SHORES, FL 33138 (NIIAMI-DARE COUNTY) SHEET DESCRIPTION: GROUNDING PLAN SHEET NUMBER: E-1 PLANS PKI:PAKhU FUR: NOTES: . CONTRACTOR SHALL FIELD VERIFY ALL MATERIALS • MOUNTING PIPE (TYP) n n PRIOR TO ORDERING. Spri �,• XB I MI C I II T N c 1 C o v D ANTENNAS (TYP) 0 w n JUMPER CABLES (TYP)I FIBER & DC CABLES (TYP) N M 0 0 w w v) cn L --- -- -- — _ — -- � -------------- LL- ------------ — -- — CONTRACTOR SHALL CONFIRM ALL GROUNDING 2. REQUIREMENTS WITH SPRINT STANDARDS. 3. GROUND BAR SHALL BE SIZED TO ACCOMMODATE ALL GROUNDING CONNECTIONS REQUIRED PLUS PROVIDE 50% SPARE CAPACITY. 4. CONTACT SPRINT CM IF STOLEN GROUND BAR IS ENCOUNTERED. WIRES FROM GROUND KITS (NUMBER CORRESPONDS WITH NUMBER OF COAX PLUS EQUIPMENT) CONNECT GROUND WIRES TO GROUND BAR WITH 2—HOLE LUGS. ALL SURFACES TO BE • !� • • • •$ M[• •••• •• • • QYedelld 66251 PLA�IBPREPAREDBY. ••••• • TEPR51141.1Z#8 ••�• ••••• •••�• • •••• • s • • • 1� 5811$EMOR A1E MY,N204,TAMP&FIL.3 515 • •••• O . • •• • :••• • •••• 0 00 0 o COATED WITH NO—OX. EXISTING N.V. EXISTING 2.5 MMES POWER CABINETEXISTING 4 ------------------�---- BREAK OUT CYLINDERS (TYP) HYBRID CABLE (TYP) GB -------------------- ------------- EXISTING GB I ; PROPOSED OR EXISTING GB I I I I I I - --- ------7 O o 0 0 0 0 o O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y4"x4"x12" COPPER GROUND BAR BONDED TO TOWER OR GROUND ROD/RING IN GLICEN3 � ® Ah® ®®® /f �® ®�� �\� t �� No. 77350 (� STATE OF BUILDING HALO GROUND RING LCIW0 P d®®® , II I t GROUNDING RISER DIAGRAM NOT TO SCALE A GROUND BAR DETAIL NOT TO SCALE B I//L NOTES: NOTES: NOTES: DRAWING NOTICE THESE DOCUMENTS ARE CONFIDENTIAL AND 1. CONTRACTOR SHALL FIELD VERIFY ALL MATERIALS PRIOR TO ORDERING. 1. CONTRACTOR SHALL FIELD VERIFY ALL MATERIALS PRIOR TO ORDERING. 1. ALL HARDWARE SHALL BE 18-8 STAINLESS STEEL, INCLUDING THE BELLEVILLE WASHERS. COAT ALL SURFACES WITH NO—OX BEFORE MATING. 2. 3. 4. CONTRACTOR SHALL CONFIRM ALL GROUNDING REQUIREMENTS WITH SPRINT STANDARDS. GROUND BAR SHALL BE SIZED TO ACCOMMODATE ALL GROUNDING CONNECTIONS REQUIRED PLUS PROVIDE 50% SPARE CAPACITY. CONTACT SPRINT CM IF STOLEN GROUND BAR IS ENCOUNTERED. 2. 3. DO NOT INSTALL COAX GROUND KIT AT A BEND. CONTRACTOR TO WEATHERPROOF COAX GROUND. 2. FOR GROUND BOND TO STEEL ONLY; INSERT A DRAGON TOOTH WASHER BETWEEN THE LUG AND STEEL. COAT ALL SURFACES WITH NO—OX. ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS. DESCRIPTION DATE BY REV - - CONSTRUCTION 3-18-14 RB A PER JURISDICTION COMMENTS 7-e-14 RB B 5. 5. DETAIL SHOWN IS FOR GROUND BARS AT GROUND LEVEL. SECTOR GROUND BARS SHALL NOT BE INSULATORS, ISOLATED AND BE BONDED DIRECT TO THE NEWTON INSTRUMENT CO TOWER. (CAT.# 3061-4) % - 11x1" H.H.C.S. BOLT, NEWTON INSTRUMENT CO. (CAT.# 3012-1) ANTENNA COAX �O O STAINLESS STEEL NUT 3EELa" STAINLESS STEEL BOLT STAINLESS STEEL SITE NAME MIAMISHORES PRESBYTERIAN CHURCH CABLE LOCK WASHER SITE CASCADE 0 5/a' LOCKWASHER, �J NEWTON INSTRUMENT CO. (CAT.# 3015-8) WALL MOUNTING BRACKET, NEWTON INSTRUMENT Co. (CAT.# A-6056) 0 ®®p�p� m m +� 0 0 m o � �I" o 0 0 o ® p UNIVERSAL GROUND KIT BY HARGER OR APPROVED EQUAL GROUND WIRE (GROUNDED TO GROUND BAR) STAINLESS STEEL FLAT WASHER — — — COPPER BUS BAR M103XCO65 SITE ADDRESS* 602 NE 96TH ST MIAMI SHORES, FL 33138 (MIAW-RADE COUNTY) 3HEETDESCRIPTION: COPPER GROUND BAR Y4"x4"x20" MIN. NEWTON INSTRUMENT CO. CAT.# B-6142. GROUNDING DETAILS HOLE CENTERS TO MATCH NEMA DOUBLE SHEET NUMBER: E-2 LUG CONFIGURATION ISOLATED GROUND BAR DETAILNOT TO SCALE C GROUND KIT DETAIL NOT TO SCALE D TWO HOLE LUG DETAIL NOT TO SCALE E ti A • TO BE REMOVED BY OTHERS GENERATOR RECEPTACLE, BTS 20CAMPS/21? MB, MTS INSIDE EXISTING POWER CONDUIT NOTES: 1. SCOPE OF WORK DOES NOT INCLUDE NEW AC CIRCUITS. m j 200AMPS ELECTRICAL METER 120/24OV, 1 PHASE, 3 WIRE POWER CABINET MTS SUB PANEL EXISTING POWER CONDUIT TELCO CABINET EXISTING POWER CONDUIT ONE -LINE DIAGRAM AC PANEL SCHEDULE NOT TO SCALE 1 8 PLANS PREPARED FOR: NOTES: 1. SCOPE OF WORK DOES NOT INCLUDE NEW AC CIRCUITS. S p ri r+t•• 2. INFORMATION SHOWN WAS PROVIDED BY SPRINT. • • 0Fpk� �00ar"00000 • CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS •0 •SW1""'i• AND NOTIFY TEP IF CONDITIONS VARY.w�RaPRETIBIidPBTk,Kmm6101 • 9WI • PARED BY: • • TEPBS:6154.12349 0 • 0000•• :0000• •00• 000• 00 00006* •000• • ••• •0i• 0 I AAV CABINET 0 •000 �11�IIdOR1AL SURE TAQIPA,IT. 1 0 OEC • 000• • 0 0• 0 •000 0 • ®• i RBS 0000 BBS PROPOSED EQUIPMENT ENGINEERING LICENSE DC IN EXISTING CABINET POWE TO AAVE FIBER LOCATION S� ®ply ®®® (� I -- — -- - - No. 77350 —EXISTING FIBER EXISTING POWER tr CONDUIT CONDUIT �p STATE OF ORIS P NOT TO SCALE A ®®®L;���y9�7 tl l l 5., 9, 2M4 DRAWING NOTICE: 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. REVISIONS: DESCRIPTION DATE BY REV CONSTRUCTION 3-18-14 RB A PER JURISDICTION COMMENTS 7-9-14 RB 8 SITE NAME NUANH SHORES PRESBYTERIAN CHURCH SITE CASCADE M103XCO65 SITE ADDRESS: 602 NE 96TH ST MDM SHORES, FL 33138 (NIIANH DADE COUNTY) SHEET DESCRIPTION: ONE -LINE DIAGRAM AND PANEL SCHEDULE SHEET NUMBER: NOT USED NOT TO SCALE c E-3 POWER PANEL SCHEDULE VOLT AMPERESI VOLT AMPERES LOAD SERVED (WATTS) TRIP CKT PHASE CKT I TRIP (WATTS) LOAD SERVED L1 L2 # # L1 L2 1 A 7 RBS 100 UNK SURGE 2 3 B A g g BLANK4 r,1 70 METRO CELL <' UNK 5 6 B A B 70 11 12 UNKOWN 20 GF] FAN UNK BLANK VOLT AMPS VOLT AMPS L1 VOLT AMPERES L2 VOLT AMPERES TOTAL VOLT AMPERES TOTAL AMPS AMPS X 125% X 110% FOR MAIN AC PANEL SCHEDULE NOT TO SCALE 1 8 PLANS PREPARED FOR: NOTES: 1. SCOPE OF WORK DOES NOT INCLUDE NEW AC CIRCUITS. S p ri r+t•• 2. INFORMATION SHOWN WAS PROVIDED BY SPRINT. • • 0Fpk� �00ar"00000 • CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS •0 •SW1""'i• AND NOTIFY TEP IF CONDITIONS VARY.w�RaPRETIBIidPBTk,Kmm6101 • 9WI • PARED BY: • • TEPBS:6154.12349 0 • 0000•• :0000• •00• 000• 00 00006* •000• • ••• •0i• 0 I AAV CABINET 0 •000 �11�IIdOR1AL SURE TAQIPA,IT. 1 0 OEC • 000• • 0 0• 0 •000 0 • ®• i RBS 0000 BBS PROPOSED EQUIPMENT ENGINEERING LICENSE DC IN EXISTING CABINET POWE TO AAVE FIBER LOCATION S� ®ply ®®® (� I -- — -- - - No. 77350 —EXISTING FIBER EXISTING POWER tr CONDUIT CONDUIT �p STATE OF ORIS P NOT TO SCALE A ®®®L;���y9�7 tl l l 5., 9, 2M4 DRAWING NOTICE: 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. REVISIONS: DESCRIPTION DATE BY REV CONSTRUCTION 3-18-14 RB A PER JURISDICTION COMMENTS 7-9-14 RB 8 SITE NAME NUANH SHORES PRESBYTERIAN CHURCH SITE CASCADE M103XCO65 SITE ADDRESS: 602 NE 96TH ST MDM SHORES, FL 33138 (NIIANH DADE COUNTY) SHEET DESCRIPTION: ONE -LINE DIAGRAM AND PANEL SCHEDULE SHEET NUMBER: NOT USED NOT TO SCALE c E-3