The URL can be used to link to this page

CC-12-2434 (2)111U�0' (Ca6CL BUILDING Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2209 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION FBC 20 Permit Typ : BUILDING ROOFING DEC 2 6 212 Permit No. M a+ f Master Permit N OWNER: Name (Fee Simple Titleholder):1JF—' PILLAI'[EXtAN CKULOJ tpc,. Phone#: Address: (-O'L N E, City: M1 kMt State Zips: 3Q'J (3 Tenanf/Lessee Name: Email: JOB ADDRESS: OZ, F- TM Si. City: Mia_mi Shores _ County: Miami Dade Zip: 35 131 Folio/Parceit 11 '52-01 n (9 14J 10 Is the Building historically Designated: Yes NC Flood Zone: CONTRACTOR: Company Name: Phone#: Address: e,Z k0 GI G Y\01/4 f'V' 4'YIAI State Cer ifieation or Registration #: Certificate of Competency #: Contact Phone* Email Address: DFSIGNER: ArchiwcuEngineer. LI -P" LaAlft,-Tt" L&6UP ok . Phone# Value of Work for this Permit: $ 1 5(U 0(2 Square/Linear Footage of Work: Type of Work: OAddition )6temtion ONew ORepair/Replace Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO/CC $ DBPR $ Bond $ Notary $ Traiaing/Education Fee $ Technology Fere $ Double Fee $ Structural Review $ ODemolition TOTAL FEE NOW DUE $ r I A _ Bonding Company's Name (if applicable) O pr Bonding Company's Address t 1 City Stale Mortgage Lender's Name (if applicable) Mortgage Lender's Address -- City State Zip Zip Application is hereby made to obtain a permit to do the wort: and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work w0l 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, tate applicant now Promise in good faith that a copy of the notice of commencement and construction Hen law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement muss be posted at die job site for the first inspection' which occurs seven (7) days after the building permit is issued In the absence of such posted nodce, tate inspection will not be approved and a reinspection fee will be charged. a c� '-1 Signature ---LJ Owner or Agent The forego' g instrument was acknowledged before me this day of pP/ , 20 Z by !1 VIV �i �dCt 1014 ars personally ktmwn tom or wits has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: �lrj a Print: _ s V / V/ "lr. t�i2i7�►��.,,,.. My Commission Expires: APPROVED BY Sylvia Halter Commission # EE0980S3 '' Expires: ,NNE 08, 2015 MU ATLANTIC BONDING Co., INC, (Revised 07/10107XRevised t}fi110/2t1Q [Itwised 3115/09) J 7 1 0 0/1 1 I Contractor The foregoing instrument was acknovidlOod before mp this day of Of'C, , 20 by who is personally known to me or who has produced as identification and who did take an oath. Plans Examiner Structural Review NOTARY PUBLIC: My Commission LESLIE DELATORRE Notary Public - State of Florida "I4 "f "-Mar 23, 2015 Commission # EE 45825 Bonded Throal Notary Assn. Clerk # " W Sprint' _, � W - Sprint 6391 Sprint Parkway Miami Shores Village Building Department Overland Park, KS 66251 Re: Cost verification for Sprint project at 602 NE 96"' Street (M103XC065) To Whom It May Concern: Thank you for your time in reviewing our application for the cell site modifications at 8600 NW 36th Street, Doral (M170XCO15). Please accept this letter in lieu of a contract. The value for the building portion is $15,000 and the electric is $5,000. Should you have any questions, please contact Marcy Tatrai at 954-798-7177. We thank you for your cooperation in this matter. Sincerely, 4-t�uko Wavelin c STATE OF COUNTY OF (^^ -5" % V' G f--- � 4 rw This instrument was acknowledged before me on s by e �%- Dated: Notary Public L ,; -bc-' 7Pt-uitirulc Print Name My commission expires (Use this space for notary stamp/seal) LESLIE DELATORRE T-I Notary Public - State of FloridaMy Comm. Expires Mar 23, 2015 Commission # EE 45825 °'%,;; I N �j Sprint Sprint/Ericsson STATE OF COUNTY OF �Y'WOC- V This instrument was acknowledged before me on 1®� by 4 ee Dated: Notary Public Print Name L,-- QC My commission expires (Use this space for notary stamp/seal) LESLIE DELATORRE Notary Public - Slate of Florida My Comm. Expires Mar 23, 2015 Commission # EE 45825 Bonded Through National Notary Assn. - DBPR - MYERS, ADAM; Doing Business As: WAVE LINK CORP OF PUERTO RICO... Page 1 of 1 11:33:36 AM 12/26/2012 Licensee Details Licensee Information Name: MYERS, ADAM (Primary Name) WAVE LINK CORP OF PUERTO RICO (DBA Name) Main Address: 87901 OLD HWY ISLAMORADA Florida 33036-3023 County: MONROE License Mailing: Lice nseLocation: 269 SUNSET DR ISLAMORADA FL 33036 County: MONROE License Information License Type: Certified General Contractor Rank: Cert General License Number: CGC1511713 Status: Current,Active Licensure Date: 08/03/2006 Expires: 08/31/2014 Special Qualifications Qualification Effective Construction Business 08/03/2006 View Related License Information View License Complaint 1940 North Monroe Street Tallahassee FL 32399 :: Email: Customer Contact Center :: Customer Contact Center: 850.487.1395 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida. Privacy Statement Under Florida law, email addresses are public records. If you do not want your email address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(3), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. Please see our Chanter 455 page to determine If you are affected by this change. https://www.myfloridalicense.com/LicenseDetail.asp?SID=&id=C 1DF8871813E62F4B6... 12/26/2012 CERTIFICATE OF LIABILITY INSURANCE Date 12/14/2012 Producer: Lion Insurance Company 2739 U.S. Highway 19 N.upon Holiday, FL 34691 (727) 938-5562 This Certificate Is Issued as a matter of information only and confers no rights the Certificate Holder. This Certificate does not amend, extend or alter the coverage afforded by the policies below. 1 Insurers Affording Coverage NAIL # Insured: South East Personnel Leasing, Inc. & Subsidiarie 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer A: Lion Insurance Company 11075 Insurer B: Insurer c: Insurer D: Insurer E: Coverages The policies of insurance listed belowhave been issued to the insured no med above Tor trie policy period indicated. Notwithstancling any requirement, term or condition of any contractor other documentkth 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. Aggregate limits shown may have been reduced by paid claims. NSR LTR ADDL INSRD Type of Insurance Policy Number Policy Effective Date (MM/DD/YY) Policy Expiration Date (MM/DD/YY) Limits GENERAL LIABILITY Each Occurrence 6 Commercial General Liability Claims Made 0 Occur Damage to rented premises (EA occurrence) g Med Exp General aggregate limit applies per: Personal Adv Injury General Aggregate Policy ❑ Project ❑ LOC Products - Comp/Op Agg UTOMOBILE LIABILITY Combined Singe Limit Any Auto All Owned Autos Scheduled Autos (EA Accident) 6 Bodey Injury (Per Person) Bodily Injury Hired Autos Non -Owned Autos (Per Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each occurrence Occur ❑ Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2012 01/01/2013 X I WC Statu- OTH- Employers' Liability tory Limits ER E.L. Each Accident $1.000,000 Any proprietor/partner/executive officer/member excluded? NO E.L. Disease- Ea Employee $1.000,000 If Yes, describe under special provisions below. E.L. Disease - Policy Limits $1,000,000 Other Lion Insurance Company is A.M. Best Company rated A- (Excellent). AM B # 12616 Descriptions of Operations/Locations/Vehicies/Exclusions added by Endorsement/Special Provisions: Client ID: 43-65-173 Coverage only applies to active employee(s) of South East Employee Leasing Services, Inc. that are leased to the following "Client Company": Wave Link Corp. Of Puerto Rico dba Wave Link Corp. Coverage only applies to Injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s) , while working in Florida. r'nwarnpa rinac not =rrly to atatl Itnry amrinyaa(c) nr inrlaranrlant rnntrartnr(c) nF tha r'liant f nmhany nr any nhhar anfihy M IML VI UIC OLUVC CI I IIJIUy CCkbj ICCDCU LV UIC \-ICI IL L.Vl I1IJ011y 9-011 Lm VUL011 ICu Uy Icml la 01c4uCJL LV k/L/ f 7J/ -41J0 VI Uy L011111y k/L// 7J0-JJVL. Project Name: 633 NE 167TH STREET, MIAMI SHORES, FL FAX: 305-328-6628 & 305-756.8972 / ISSUE 12-14-12 (TD) Begin Date: 9/3012010 CERTIFICATE HOLDER CANCELLATION VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT Should any of the above described policies be cancelled before the expiration date thereof, the issuing insurer will endeavorto mail 30 days written notice to the certificate holder named to the left, but failure to do so shall impose no obligation or liability of arty land upon the insurer, its agents or representatives. 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 it I STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET • '�owea TALLAHASSEE FL 32399-0783 MYERS, ADAM WAVE LINK CORP 87901 OLD HWY ISLAMORADA OF PUERTO RICO FL 33036-3023 Congratulationsl With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you betty For Iftnhation about our services, pleaw log onto www.myfloridalloonse.com. oridalloonse.com. There you can find more information about our divisions and the regulations that impact you, sInitiatives.subscribe scrib department newsleftrs and learn more about the Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your never license! AC# 6300768 DETACH HERE STATE OF FLORIDA STATE OF FLORIDA AC# 63007r.6 DEPARTMENT OF BUSINESS AND PROFESSIONAL.REGULATION CGC1511711 ;= 0-8/24/12 128053599 CERTIFIED,'C;EN-ERAL, CO*TRACTOR MYERS, &DAA! WAVE LINK° TORP OF PUERTO RICO IS CERTIFIED under the provisima of Ch.489 ss aspiration date, AUG 31, 2014 L12082402245 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ# L12082402245 TAA G CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 4$9 F$. Expiration date: AUG 31, 2014.,, Erl - MYERS, ADAM WAVE LINK` CORP OF PUERTO RICO,' 269 SUNSET DR - ISLAMORADA FL 33036 RICK SCOTT KEN LAWSON GOVERNOR SECRETARY DISPLAY AS REQUIRED BY LAW - 2012 / 2013 MONROE COUNTY BUSINESS TAX RECEIPT EXPIRES SEPTEMBER 30, 2013 Business Name: WAVE LINK CORP OF PUERTO_ -RICO Owner Name: GABRIELA GUZMAN Mailing Address: ADAM MYERS QUALIFIER 269 SUNSET DR, ISLAMORADA, FL 33036 - Rooms Seats Number of *achines: RECEIPT# 30140-96401 Business -Location: MO CTY ISLAMORADA, FL 33036 Business Phone:: 786-427-7575 Business Type; CONTRACTORS (CONTRACTORS) Machines stalls STATE LICENSE: CGC1511713 E: isiness Only Vendina Tvne: Employees 9 Paid 000-11-00002937 08/20/2012 25.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT Danise D. Henriques, CFC, Tax Collector THIS IS ONLY A TAX. WHEN VALIDATED PO Box 1129, Key West, FL 33041 YOU MUST MEET ALL COUNTY AND/OR MUNICIPALITY PLANNING Tax Amount Transfer Fee Sub -Total Penalty Prior -Years--_ C oner_tinn-Cost Total Paid - --- -- 25.00 0.00 25.00 0.00 0.00 0.00 25.00 Paid 000-11-00002937 08/20/2012 25.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT Danise D. Henriques, CFC, Tax Collector THIS IS ONLY A TAX. WHEN VALIDATED PO Box 1129, Key West, FL 33041 YOU MUST MEET ALL COUNTY AND/OR MUNICIPALITY PLANNING WAVL101 OP ID: SPLY AI °� CERTIFICATE OF LIABILITY INSURANCE 1211113/2 z 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 poilcy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the teras; 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 Phone: 561-998-8883 Evergreen Insurance Agency 583105th Avenue N, Ste 2 Fax: 561-864-8888 RoyalPalm Beach, FL 33411 CAMT NAME: PHONE N.)- o :Royal 9-MAILADDRESS: INSU 8 AFFORDING COVERAGE NAIL 0 INSURER A: Evanston Insurance Company INSURED Wave Link Corp. of Puerto Rico 403 Palm Dr. Islamorada, FL 33036 INSURER a: Progressive Insurance Co. 10182 INSURER c:Alterra America INSURER D: INSURER E : INSURER : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. DR LT TYPE OF INSURANCE POLICY NUMBER MWD EFF EXP LIMITS A A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE ❑ OCCUR X XCU incl. CO2582 04/20/2012 04120/2013 FACH OCCURRENCE $ 1,000,0 D IBES Ea $ 50,00 MED EXP Lft onepereon) $ 1,00 PERSONAL a ADV INJURY S 1,000,001 GENERAL. AGGREGATE $ 2,000,00 �ENI%AGGREGATE LINT APPLIES PER POLICYX PRO LOC PRODUCTS - COMP/OP AGG $ 2,000,00 $ B AUTOMOBILE X LIABILITY ANYAUTO ALL OWNED X SCHEDULED AUTOS AUTOS HIRED AUTOS X NON49WNED AUTOS(Perecridann 079479821 04/30/2012 04/30/2013 COMBINED SINGLE LILNFr $ 1,000, BODILY INJURY (Par person) $ BODILY INJURY (Per acaldent) $ PROPERTY E $ $ A X1 Ute! A UAB EXCESS IJAB X OCCUR CLANS -MADE XOVA3642112 04/20/2012 04/20/2013 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABIL" Y I N ANY PROPRIETORtPARTNERIEXECU LVE OFFICER/MEMBER DCCLUDED? (Mandatory in NH) Idew1beunder DESCRIPTION OF OPERATIONS below N 1 A WC STATU OTH- ER E.L.EACH ACCIDENT $ E.L. DISEASE -EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ C C Riggem Legal Uab Installation Fltr. 131M00411100 MAX131M0048100 04/2012012 04/20/2012 04/20/2013 04120/2013 11000,00 600,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VENCLES (Attach ACORD 101, Addlilanal Remarks Schedule, U more space is nupdyed) Miami Shores Village Attn: Building Dept 10050 N.E. 2nd Ave. Miami Shares, FL 33138 ACORD 25 (2010105) MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE LITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE v Teas-zuTD ACURo CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE Dare 1 12/14/2012 Producer: Lion Insurance Company 2739 U.S. Highway 19 N. Holiday, FL 34691 This Certificate Is Issued as a matter of Information only and confers no rights upon the Certificate Holder. This certificate does not amend, extend or alter the coverage afforded by the policies below. 1 (727) 938-5562 Insurers Affording Coverage MAIC # Insured: South East Personnel Leasing, Inc. 8r Subsidiaries 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer A: Lion Insurance Company 11075 Insurers: Insurer C: Insurer D: Insurer E: Coverages The Policies below have Wen issued to the Ironed named above for the policy period u rgarryregWnarterd,termorcondrbon of any or doaerend res to this certificate may be issued or mW pertain, the insurance afforded by the policies described herein is subject to all tie terms, enol sirns, and conditions of such policies. Aggregate tinrits stown may have been reduced by paid claims. INSR LTR ADDLPolicy MRD Type of Insurance Policy Number Effective Date (MM/DD/YY) Policy Expiralion Date (MM/DD/YY) Limits ENERAL LIABILITY Each occurrence $ Commercial General Liability Claims Made ® Occur Damage to to rpre lisas (EA ) i Med EV Personal Adv Injury aggregate limit applies per.PolicyGeneralAggregate ❑Protect [3LOC Products-ComplOp Agg Porieral TOMOBILE LIABILrrY Combined single Limit . (EAAccidert) IG Arry Auto Bodily Irllury Ali Owned Autos (Per Person) Scheduled Autos Bodily h*JrY Hired Auras N0n4Dwned Autos (PerAcciderd) Property Damage (PerAavderd) EXCESSIUMBRELLA LIABLrrY Each OccQfB1ca Aggmgale -- Occur ® Claims Made Deductible A Workers Compensation and Employers' Liability WC 71949 01/01/2012 01/01/2013X W y State- to Limits OTH- ER E.L. Each Accident $1.000,000 Any proprietor/par(nedexecutive officer/member E.L. Disease - Ea Employee $1,000.000 excluded? No If Yes, describe under special provisions below. E.L. Disease - Policy Limits $1,000,1Nm Other Lion Insurance Company Is A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Operations/LocationsNehieWs/Exclusions added by Endorsement/Speclal Provisions: client ID: 43-65-173 Coverage only applies to active employee(s) of South East Employee Leasing Services, Inc. that are leased to the following "Client Company": Wave Link Corp. Of Puerto Rlco dba Wave Link Corp. Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s) , while working in Florida. Coverage does not apply to statutory employee(s) or independent contractor(s) of the (tient Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or by calling (727) 938-5562. Project Name: 633 NE 167TH STREET, MIAMI SHORES, FL FAX: 305-328-6628 8 305-756-89721 ISSUE 12-14-12 (TD) Begin Date: 9 30 2010 CFRTIRCATE HOLDER CANCELLATION VILLAGE OF MIAMI SHORES Should arty of the above described policies be cancelled before the expiration date thereof, the issuing insurer wig endeavor to mail 30 days written notice to the certificate holder named to the kdt, bid fall re to do so shall Impose no BUILDING DEPARTMENT obligation or liability of arty Idrd upon the insurer, its agents or repraaentalives. 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 , `� Miami Shores Village MI03XC065 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 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 602 NE 96 ST iANI AIJG05zaiJ FBC 20 Permit No. CC -12-12-2434 Master Permit No. CC -12-12-2434 ROOFING City: Miami Shores County: Miami Dade gip; 33138 Folio/Parcel#: 11-3206-014-1410 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): NORTHEAST PRESBYTERIAN CHURCH U S Phone#: 305-754-9541 Address: 602 NE 96 ST City: MIAMI State: FL Zip; 33138 Tenant/Lessee Name: Spnnt Phone#: 913-315-8081 Email: CONTRACTOR: Company Name: Wavelink Corp Address: 269 Sunset Drive 786-427-7576 City Islamorada, State. FL Zip; 33036 Qualifier Name: Adam Myers Phonek 786-427-7576 State Certification or Registration k CGC1511713 Certificate of Competency #: Contact Phonek 954-798-7177 Email Address: marcy.tatrai@civilsolutionsne.com DESIGNER: Architect/Engineer: Allpro Consulting Group Phonek 760-842-7976 Value of Work for this Permit: $15,000 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ONew &epair/Replace ODemolition Description of Work: Replace existing antennas and cabinets Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ .f Bonding Company's Name (if applicable) N/A Bonding Company's Address City State N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State N/A 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 the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this Z-7— The foregoinginstrumentinstrument was acknowledged before me this day of l 120 41, by ` lftt day of . 1! 20 ,-, by 19da� -� is persona y known to r who has produced who is personally mo m m me or who has produ As identification and who did take an oath. NOTARY PUBLIC: identification and who did take an oath. NOTARY PUBLIC: SiS1W. A Print: Sylvia Print: Commission # EE098053 My Commis Expires:=,,,....,11- Expires: JUNE 08, 2015 � y BONDED THRU ATLANTICBONDLNG CO., INC. APPROVED BY: Ae sr,/13 Plans Examiner y Structural Review r61- �I a AC, C -w 0) �- �j � i=b � (Revised 3/i 012)(Revised 07/10/07)(Re ' 06/10/2009)(Revised 3/15/09) r ��ve ) . Public - State of Florida Commission # EE 3004 Bonded Through National Notary Assn. Clerk 9221 Lyndon B. Johnson Freeway, #204, Dallas, TX 75243 * PHONE 972-231-8893 * FAX 1-866-3648375 www.allprocgi.com * e-mail: lnfo@aliprocgi.com December 20, 2012 Tamara Williamson Sprint — Ericsson 300 S Park Road, Suite 150 Hollywood, FL 33021 Ref: Sprint Site # M103XCO65 — Miami Shores Presbyterian Church 602 NE 96`x' St., Miami Shores, FL 33138. ACGI lob #12-0318 — Revised for Cold Swap (Ref. ACGI #12-0318, dated 04/19/2012) Structural impact study of the proposed Sprint Ericsson antennas at 70'± above ground elevation and Sprint equipments on existing rooftop at 20'± above ground elevation. Applicable Codes: FBC 2010, ASCE 7-10, AISC; Wind Speed:186 mph Dear Tamara: As per your request we are providing the structural load calculations and impact of the Sprint Ericsson Panel antennas with related coax lines and radio equipment/cabinets as listed below. PROPOSED SPRINT LOAD DESCRIPTION (COLD SWAP) ELEV. LOADING TYPE AZ. TX. LINE 70' ± Proposed (3) RFS APXVERR28-C Panels + (6) 60°/150°/270° Prop. (3)1" Hybrid Cables Existing (6)1/2" Hybrid Cables (estimated) ilBC1900HG-1 Combiners + (3) 800 ESMR Filters Existing (1) set of Sprint Metrocell on existing rooftop. (Total Weight = 5800 lbs) - - mounted on existing 2" STD pipe mount + (12) RRUS 11 + (3) RRU A2 module mounted on interior side of penthouse wall. 20' ± Proposed (1) RBS + (1) BBS Cabinets + Existing (1) - - H -Frame with Power/Telco Cabinets on existing rooftop. (Total Weight = 4770 lbs) EXISTING SPRINT LOAD DESCRIPTION (to be removed) ELEV. LOADINGTYPE AZ. TX. LINE 70' ± Existing (6) Sprint Panel antennas mounted on existing pipe mount on penthouse wall. - Existing (6)1/2" Hybrid Cables (estimated) 20'± Existing (1) set of Sprint Metrocell on existing rooftop. (Total Weight = 5800 lbs) - - SOURCE OF THE DATA: Existing rooftop data as per mapping by Aron Gracia with Allpro Consulting Group, Inc, ACGI #12-1007, dated 04/11/2012. LOCATION OF NEW PANELS: The proposed panel antennas will be mounted on existing 2" STD (2.375" OD x 0.154" W) pipe mounts on the penthouse wall. The proposed RRUS will be mounted new unistrut on the interior side of penthouse wall. Please refer to the plan and elevation as on page 4, 5, 6 & 7 of this letter. LOCATION OF NEW CABINETS: The proposed equipments will be placed on existing rooftop as depicted on page 3 of this letter. RESULTS: Based on our structural review, the final scenario of proposed antennas, combiners, filters & RRUs will not the detrimental to the penthouse walls. The existing rooftop will also be able to withstand the loads from the proposed and existing cabinets. All existing antennas and cabinets should be removed prior to the installation of proposed antennas and cabinets. Please refer to the attached calculations for more details. 1/6 9221 Lyndon B. Johnson Freeway, #204, Dallas, TX 75243 * PHONE 972-231-8893 * FAX 1-866-3648375 www.allprocgi.com * e-mail: info@allprocgi.com Loads Result Comments Proposed Antennas on proposed OK Moment =1.02 ft —kip < 1.51 ft -kip pipe mount Existing + Proposed cabinets on OK Minimum reinforcement required existing rooftop The professional engineer certifies the analysis and designs are inclusive of the entire structure including rooftop, pipe mounts, and all other aspects of the structure that will support the Sprint Network Vision Equipment Deployment. DISCLAIMER: All antenna and equipment installations are to be installed by a contractor who is experienced in similar work. The scope of this analysis does not include the loads induced during installation. All installation loads and procedures are the responsibility of the contractor. The contractor should field verify all dimensions andfit before fabrication. Please contact me if additional clarifications are needed. Sincerely, he Chen, E.I.T. End: 1. Site Plan Sketch 2. Mathcad calculation printout. 3. FEM printout 12/20/2012 Approved by: Rajesh Sehgal, P.E ; FL PE # 59174 ACGI Corporate Passed: ✓ Failed: 2/6 CONSULTING GROUP, INC. 9221 Lyndon B. Johnson Freeway, #204, Dallas, TX 75243 * PHONE 972-231-8893 * FAX 1-866-3648375 www.allproegi.com * e-mail: 1,nfo@allprocgi.com MW �ql to FM M%Wff AMW PA MR FWV CHASM " Krhu? cmmu NrA (1) 170 M Own RNM FM FM FRW, RM UBW 10 0 MLB WhET NRO Axv FM kN'M MUM fft CUP, CN SEi H fm"E 0,,N, 0 EQU IPMENT SITE PLAN (FINAL) 41 FEW #LrT -[ALE 1/4, IF vi ME KF 50 PUT SCOM III'= V -V' WMW 3/6 j A p W! NEO i3) 1 311 PAP MIE 01 ru; 5MR (:Sv VA�fi) quAw c"Ir Rb (0 H-W*f T1 w4m FOW MR. KvdB MW Ms MM TO ANW WNW hD It) a FLU COW WJ& nk FM Mv M M M CA3M M, TOM W um UUM WWII` MMU CC5 5F Mupea 4 SM WOWEIr PLA ROAM CAQ�- 0,,N, 0 EQU IPMENT SITE PLAN (FINAL) 41 FEW #LrT -[ALE 1/4, IF vi ME KF 50 PUT SCOM III'= V -V' WMW 3/6 9221 Lyndon B. Johnson Freeway, #204, Dallas, TX 75243 * PHONE 972-231.8893 * FAX 1-866-364-8375 www.allprocgi.com * e-mail: info@allprocgi.com 16T -5':k CL hD bi€TET,tAS FR AS EATA 9M �a CHLRCH 71, M -LE TO ^ F $TE (0t4T Mw4w 4,F.. u 6E wT NT A)tlmt s NEW 9W E li:kW w i—uws w. iwr AU SITE ELEVATION (FINAL CONFIGURATION) HALF q'E UT SME, -V a +# ?'E 32' 4/6 LLPRO CONSULTING GROUP, INC. 9221 Lyndon B. Johnson Freeway, #204, Dallas, TX 75243 * PHONE 972-231-8893 * FAX 1466-364-8375 www.allprocgi.com * e-mail: lnfo@allprocgi.com I Va Fhr 43 FWMR j3) MM, 12 luTAL (4M VA -4 - I A-1 1) rao RRUA W.LMM MqMM wo 11 W -4m fir OD x 0"% WOM 41PE WM11 HE GF pmmAR www N ANTENNA PLAN - FINAL AA.L NUK MDT. $DIZ ItC - 1`-V BALD MM rw WAE Vr - f 0 hu fj)'PMU WEWS (13 FAMB- kopm PM swrn (WP w M 9tM (WR U4'1"' - °�4'-It3 rA NIN .0 X-STR (45- CD � V.M-W) AMMA iaAw WE NEW; RNIS trWIM-1) TV PAPAPEr ATW,HEr) TO PARAPET W/ 3N H01 W M ACHE NE PtHOR 809 W/ 4 25- EVEEMEN1 RRUS DETAIL 5/6 CONSULTING GROUP, INC. 9221 Lyndon B. Johnson Freeway, #204, Dallas, TX 75243 * PHONE 972.231-8893 * FAX 1.866.3648375 www.allproegi.com * e-mail: info@allprocgi.com 6/6 ROOFTOP PLATFORM LOADS CALCULATIONS MI03XCO65 - Miami Shores Presbyterian Church 602 NE 96th St., Miami Shores, FL 33138 ACGI # 12-0318 Prepared for: Sprint - Ericsson By: Allpro Consulting Group, Inc. 9221 Lyndon B. Johnson Freeway, #204 Dallas, TX 75243 Phone: 972-231-8893 Fax: 866-364-8375 December 20, 2012 July 19, 2012 - Revised for Cold Swap ALLPRO CONSULTING GROUP, INC LOAD CALCULATION FOR EXISTING SPRINT PLATFORM AND NEW ANTENNAS: PROJECT DESCRIPTION: Calculation of loads for proposed Sprint cabinets on existing rooftop and proposed antennas on existing pipe mounts on existing penthouse wall. Analysis of the complete building rooftop is not in the scope of this calculations. Applicable codes: FBC 2010, ASCE 7-10, AISC INPUT DATA -Structure Data - Rooftop Height: Hrooftop := 2 0 f t (Approx) Exposure Category = "C" Data and Dimensions: Proposed Sprint cabinets (1) RBS + (1) BBS - total size:- LRBS := 51.18in LBBB := 51.18in WRBs = 27.56in WEBS := 32.68in Hprop := 66.93 -in Total Length of proposed Cabinets Lprop LRBs + LBBS = 8.53 ft Total Weight of Proposed cabinets Wtprop:= 4470•lb Existing PPC Power/Telco cabinets on existing H -Frame: (Approx.) H -frame area: CaAaframe front 15 • f t 2 (estimated) CaAaframe side = 5 • ft 2 (estimated) Wtframe = 3001b (estimated) Hframe 60in (estimated) INPUT WIND LOAD PARAMETERS Velocity Pressure and Design Wind Load as per ASCE7-10 and FBC 2010 Kz20 = 0.9 Velocity Pressure Exposure Coefficient defined in Section 29.3.1 Kzt:= 1 Topographic Factor defined in Section 26.8.2 Kd = 0.85 Wind Directionality Factor defined in Section 26.6 n;= 186 Basic Wind Speed from Section 26.5 for Risk Category III Buildings GCr = 1. 9 For building height:5 60f -Wind pressure- gz20:= 0.00256Kz20•Kzt•Kd•V2•psf gz20= 67.75•psf Loading on platform from Proposed cabinets: Wtprop Dead Load on Cabinet DLprop := DLprop = 228.17 •psf Lprop - WRBS 2 1212012012 12-0318 #MI03XC065 RT - Revl.xmcd Front wind Horizontal wind force on cabinet Overturning Moment due to wind Couple on Beams ALLPRO CONSULTING GROUP, INC 3 Fprop_f •= gZ20-GCr'Hprop'Lprop Fprop_f = 6124.48 lb Hprop Mprop_f Fprop_f 2 Mprop_f COUpprop_f WBBs COUpprop_f Rprop_f 9 Fprop_f Shprop_f = 18 Mprop_f = 17079.7 ft • lb Coupprop_f = 6271.6lb Rprop_f = 696. 84 lb (up & down) Shprop_f = 340.25 lb Side wind Horizontal wind Fprop_s = gz20•GCr•Hprop•WBBs Fprop_s = 1955.34 lb force on cabinet Overturning MomentMprop props _s F Hprop Mprop_s = 5452.9 ft lb ' due to wind 2 Mprop_s Couple on Beams COupprop_s COupprop_s = 639.27 lb Lprop Coupprop_s Rprop_s Rprop_s = 159.82 lb (up & down) 4 ShpropFprop_s _s = 8 Shprop_s = 244.42 lb Loading on platform from H -frame: Wtframe Dead load from H -frame DLframe 3 DLframe = 100.1b Horizontal wind force on frame Fframe 0.75 gz20 GCr•CaAaframe front Fframe=1448.22 lb Hframe Overturning moment due Momframe Fframe' 2 Momframe = 3620.54 ft • lb to wind The horizontal force & moment will be split over 3 connection points along the beam Fframe Point_forceframe 3 Point_forceframe = 482.74 lb MOm f rame Point momframe 3 Point momframe = 1206.85 ft -lb ILive Load: Live Load on platform: LL := 20psf 1212012012 12-0318 #MI03XC065 RT - Revl.xmcd ALLPRO CONSULTING GROEIP, INC From FEM output The cabinet loading is applied on 8" thick concrete slab. Based on FEM calculations, the concrete slab require a minimum steel reinforcement of 0.173 sq.in./ft (Top) and 0.173 sq.in./ft (Bottom). Therefore the rooftop is considered to be able to support the existing and proposed cabinets. Please see attached FEM printout. The stresses at the corner support locations are not considered due to the presence of existing building beams and column. RESULT From the results of the calculations, the rooftop is adequate to support the proposed and existing equipment. 4 12120/2012 12-0318 #MI03XC065 RT - Revl.xmcd ALLPRO CONSULTING GROUP, INC -Antenna loads Data - Antenna Height: Hant := 70 • ft Force Coefficient Cf ant, := 1.32 Cfa t2:= 1.47 - Load Data - Proposed panel antennas @ 70' Rad. Center on existing pipe mounts (3) RFS APXV9ERR18-C pannel antennas - 7211x11.811x7" @ 70' Rad. Center CaAaantl front Cf antl' 72 in • 11.8in CaAaant, front = 7.79 f t 2 CaAaantl side= Cfanti'72in•7in CaAaant, side= 4.62ft2 Total antenna Load: (1)antenna + Pipe mount Wtant:= 751b (approx.) 5 Proposed RRUs (4) per sector: (1) 800 MHz RRU11 CDMA, (2) 1900 MHz RRU11 CDMA, (1) 1900 MHz RRU11 LTE. CfRRU := 1.2 800 MHz RRU11 CDMA WtxRUl = 551b 1900 MHz RRU11 CDMA WtRRU2 := 441b 1900 MHz RRU11 LTE WtRRU3:= 601b Proposed RRUS are to be placed inside the building. Hence, no wind force is acting on them. RRU A2 Modules (1 per sector) are attached behind proposed RRUs. Hence no wind force is acting on them. The additional A2 module weight of 21 lbs will be negligible. CaAaantl max (CaAaantl-f ront 1 CaAaantl-side) CaAaantl = 7.79 ft 2 INPUT WIND LOAD PARAMETERS Kz70:= 1.17 Velocity Pressure Exposure Coefficient defined in Section 29.3.1 ,2;= 0.85 Gust -Effect Factor from Section 26.9 Cf:= 1.4 Force Coefficient from Figure 29.5-1 gz70:= 0.00256Kz70•Kzt•Kd•V2•psf gz70= 88.08•psf -Wind load on Proposed antennas - Calculate the wind load on proposed antennas Fant, — CaAaant,'gZ70,G Fantl = 583.06 lb (controls) Wind force impact is acceptable on penthouse wall. 1212012012 12-0318 #MI03XC065 RT - Revl.xmcd ALLPRO CONSULTING GROUP, INC Wind load on Panel Antennas on existing pipe mount Existing 2" STD pipe is used for each panel antenna. Lpipe := 7. ft Heigth of antenna above the Center of the support HAnt = Oft Fantl•(Lpipe •0.5 + HAnt)•(Lpipe.0.5 - Hant) Moment from wind load MvAST := MvAST = 1.02 • f t_kip Lpipe Use existing 2" STD pipe, 2.375" O.D.x 0.154" W pipe: ,..%;= 0.561•in3 I:= 0.666in4 Fy:= 36ksi Design Strength = OMn := 0.9 • S • Fy = 1.51 • ft kip > MvAST = 1. 02 • ft kip (OK) From the above calculations, wind force impact is acceptable on existing pipe mounts. COAX LINES CALCULATIONS (3) 1" Hybrid Cables Coax lines will be running along the ground and hence will be shielded. No wind load will be acting on the proposed coaxes. Result: The impact of proposed Panel antennas and related transmission lines on the existing Penthouse wall is acceptable based on the above calculated numbers. The existing rooftop is Capable of supporting the existing and proposed cabinet loads. G 1212012012 12-0318 #MI03XCO65 RT - Revl.xmcd ALLPRO CONSULTING GROUP, INC 7 12/20/2012 12-0318 #MI03XC065 RT - Revl.xmcd t� € i ae M► ��i��iNN� �■r.�t��fiiI i +wt ��"■y�j��y"�� 1��$�{��{��*;};�f 9��f;�ioY1r��lb■9R �a,iai*+Y� .A ,( / ��`� J 3 NO WW ff. fa•��rt''t�Is��"�tr� +�t�".�.,�.+ft�w,�.��i`��71y►��■� t€e��r��r�I"r I1rY#�# $I ' ��Ilfw w I Its INC I R91, 1* i��g* Ar WHOSE w1w �;rErs?+rJPiA wt Al� Ione r■>.��`'''�," FWA— w€ €i f i g � �.Ak 12/20/2012 12-0318 #MI03XC065 RT - Revl.xmcd ALLPRO CONSULTING GROUP, INC Figure 29.5-1- Force Coeffecients (Cf) OtherStructures All Heights Epre 29.5-1 Force Coefficients, Ct Chimneys, Tanks, Rooftop Equipment, &Simflar Structures gross-Secfion Type of Surfaceh/D --F 7 25 Square (w>iud normal to face) All 1.3 IA 10 Square (wind along diagonal) All 110 IJ 1.5 Hexagonal or octagonal All 1.0 J.2 1.4 Round (Dvrq-, > 2.5) (D, Fq, > 5.3, D in in, q, in N/m Moderately smooth O's 0.6 0.7 Rough (U/D - 0.02) 0.7 0.8 09 Nery rough (D,/D _ O.M) 0.8 1.0 1.2 Round (04'q, :52.5) (DFq, -5 5.3, D in m, qt in N/m Z) All 0.7 0.8 112 Notes: 1. The design wind force shall be calculated based on the area of the struclure projected on a plant: normal to the wind dimction. The form shall be assumed to act parallel to the wind direction. 2. Linear interpolation is permitted for AID values other than shown. 3. Notation: a. diameter of circular cross-section and least horizontal dimension of s4uare, hcxagonal or octagonal cross-sections at elevation under consideratioN in W (meters), D'. depth of protruding elements such as ribs and spoilers, in fit (meters); and h. height of structure, in feet (meters), and q.: velocity pressure evaluated at height z above ground, in pounds per square foot (MW). 4. For rooftop equipment on buildings with a mean roof height tach i 6o it, we section 29,s, i Section 26.9.1- Gust Effect Factor 26.9.1 Gust -Effect Factor: The gust -effect factor for a rigid building or other structure is permitted to be taken as 0.85. 8 1212012012 12-0318 #MI03XC065 RT - Revl.xmcd ALLPRO CONSULTING GROUP, INC Section 26.8.2 - Topographic FactDr 26.8.2 Topographic Factor The wind speed-up effect shall be included in the calculation of design wind loads by using the factor K,,: Kv = (I + KIK2K3)' (26.8-1) where KI, K2, and K3 are given in Fig. 26.8-1. If site conditions and locations of buildings and other structures do not meet all the conditions specified in Section 26.8. 1 then Kz, = 1.13. Section 26.6 - Wind Directionality 26.6 WIND DIRECTIONALITY The wind directionality factor. Kd, shall be determined from Table 26.6- 1. This directionality factor shall only be included in determining wind leads when the load combinations specified in sections 23 and 2.4 are used for the design. The effect of wind direction- ality in determining wind loads in accordance with Chapter 3t shall be based on an analysis for wind . .......... I ..... ...... . .. ..... wind .... . ... .. speeds that conforms to the requirements of Section 26-5.3. Structure Type Directionality Factor f4* Buildings Main Wind Force Resisting System 0.85 Components and Cladding 0.85 Arched Roofs 0.85 Chimneys, Tanks, and Similar Structures Square 0,90 Hexagonal 0.95 Round 0.95 Solid Freestanding Walls and Solid 1<ree5tanding and Attached Signs 0.85 Open Signs and Lattice Framework 0.85 Trussed Towers Triangular, square,'Eecta guhkr 0.85 All borer iii —tijns 0.95 %rectionality Factor Kd has been calibrated with combinations of loads specified in Chapter 2. This factor shall only be applied when used in conjunction with load combinations specified in Sections 2.3 and 2.4. 1212012012 12-0318 #X103XC065 RT — Revl.xmcd ALLPRO CONSULTING GROUP, INC Table 29.3.1- Velocity Pressure Exposure Coeffecients (Kz) Pressure Exposure Coefficients, Kh and K,. Height above Exposure ground level, z 8 C D ft (in) 0.15 037 0.85 1.03 0.62 0.90 1.08 0.94 1,12 0,70 0.98 1.16 40 (12 ;) 0 -?6 1.04 1.:22 50 (15.2) 0.81 1.09 -127 0,85 1. 1.31 1.34 70 2a 3 0,89 1,17 8024.4 0.93 -0.96-- 1.21 1.38 66" 1.24 1.40 100 --AIL4) (30.5) 0.99 1.26 lA3 120 (16.6) 1.04 1.31 lA$ 140 1.09 1.36 1-52 160(48.8) 1.0 1.39 1,55 7-77TW'- 54.9 1,17 1.41, 158 200 (61.0) 1.20 1.46 1.61 jj§.2)_ 1,28 1.53" 1,68 1,35 1.59 1.73 350 ---CgLA), (106.7L_ 1.41 1.64 1.78 40 0 -91_ 147 1.69 1.82 45013°x.2 1.52 1.73 1.86 1 Q52,41- --j 1.56 1.77 1.89 Noteq.- 1. The velocity pressure exposure coefficient K. may bedetermined from the followilig forrnula: For 15 ft. :5 z:5 z., For z< 15 ft. ---- -K!=10-1 (7J7,d id - -1- 2. c4 and z. are tabulated in Table 26.9.1, 3. Linear interpolation for intermediate values of height z is acceptable. 4. Exposure categories are defined in Section 26.7. 10 1212012012 12-0318 #MI03XC065 RT - Revl.xmcd ALLPRO CONSULTING GROUP, INC Table 1.5-1- Risk Category Table 15-1 Risk Category of Buildings and Other Structures for Flood, Wind, Snow, Earthquake, and lee Loads Use or Occupancy of Buildings and Structure Risk Category Buildings and other structures that represent a low risk to human life in the event of failure All buildings and other structures except those listed in Risk Categories I, Ill, and IV II Buildings and other structures, the failure of which could pose a substantial risk to human life. In Buildings and other structures, not included in Risk Category N, with potential to cause a substantial economic impact and/or mass disruption of day -today civilian life in the event of failure. Buildings and other structures not included in Risk Category IV (including, but not limited to, facilities that manufacture, process, handle, store, use, or dispose of such substances as hazardous fuels, hazardous chemicals, hazardous waste, or explosives) containing toxic or explosive substances where the quantity of the material exceeds a threshold quantity established by the authority having jurisdiction and is sufficient to pose a threat to the public if released.' Buildings and other structures designated as essential facilities. IV Buildings and other structures, the failure of which could pose a substantial hazard to the community. Buildings and other structures (including, but not limited to, facilities that manufacture, process, handle, store, use, or dispose of such substances as hazardous fuels, hazardous chemicals, or hazardous waste) containing sufficient quantities of highly toxic substances where the quantity of the material exceeds a threshold quantity established by the authority having jurisdiction and is sufficient to pose a threat to the public if released' Buildings and other structures required to maintain the functionality of other Risk Category IV structures. 'Buildings and other structures containing toxic, highly toxic, or explosive substances shall be eligible for classification to a lower Risk Category if it can be demonstrated to the satisfaction of tate authority having jurisdiction by a hazard assessment as described in Section 1.53 that a release of the substances is commensurate with the risk associated with that Risk Category. Table 1.5-2 - Importance Factor (1) Table 15-2 Importance Factors by Risk Category of Buildings and Other Structures for Snow, Ice, and Earthquake ids° Risk Category Snow Importance Ice Importance Ice importance Seismic Importance from Factor, factor—Thickness, Factor—Wind. For, Table 1.5-1 11 /r 1,,. 1. 1 0.80 0.80 1.00 1.00 H 1.00 1.00 1.00 1.00 III 1.10 1.25 1.00 1.25 Ill 1.20 1.25 1,00 1.50 -Che component importance factor, 1,„ applicable to earthqual a loads, is not included in this table because it is elependent on the importance of the individual component rather than that of the building as a whole, or its occupamy. Refer to Section 13.1.3. 11 12/20/2012 12-0318 #M103XC065 RT — Revl.xmcd Job No Sheet No Rev �� 12-0318 1 p Software licensed to Allpro Consulting Group Inc Part Job Title MI03XC065 RT Ret By JC X12/20/12 Chd SZ client Sprint Ericsson File 12-0318 #MI03XC065 RTI Da am— 20 -Dec -2012 10:59 Job Information Engineer Checked Approved Name: JC SZ RS Date: 1 12/20/12 Structure Type I SPACE FRAME Number of Nodes 441 Highest Node 441 Number of Elements 80 Highest Beam 479 Number of Plates 400 Highest Plate 481 Number of Basic Load Cases 5 Number of Combination Load Cases 8 Included in this Dfintout are data for.• All I The Whole Structure in thie nrinM rt .— f-1-4 —.. Type LIC Name Primary 1 SELFWEIGHT Primary 2 WEIGHT OF CABINET Primary 3 WIND LOAD ON CABINET (X) Primary 4 WIND LOAD ON CABINET (Z) Primary 5 LIVE LOAD Combination 6 1.4 X DL Combination 7 1.2 X DL + 1.6 X LL Combination 8 1.2 X DL + 0.5 X LL + 0.5 X WL (X) Combination 9 1.2 X DL + 0.5 X LL + 0.5 X WL (Z) Combination 10 1.2 X DL + 0.5 X LL + 1.0 X WL (X) Combination 11 1.2 X DL + 0.5 X LL + 1.0 X WL (Z) Combination 12 0.9 X DL+ 1.0 X WL (X) Combination 13 0.9 X DL + 1.0 X WL (Z) Section Properties Prop Section Area (int) 1, (0) Ia (in ") J (i0 Material 2 Rect 21.00x23.00 483.008 1 21.3E+3 I 17.8E+3 I 32.5E+3 I CONCRETE Plate Thickness Prop Node A (in) Node B (in) Node C (in) Node D (in) Material 1 8.000 8.000 1 8.000 1 8.000 1 CONCRETE Print Tima Date: 20/121201211:05 STAAD.Pro for Windows 20.07.04.12 rnra ran 1 010 Comb. Combination UC Name Primary Primary UC Name Job NoSheet No Rev 1 SELFWEIGHT 1.40 12-0318 2 WEIGHT OF CABINET 1.40 7 1.2 X DL+ 1.6 X LL 1 SELFWEIGHT 1.20 Software licensed to Allpro Consulting Group Inc 2 WEIGHT OF CABINET Part Job Me M103XC065 RT 5 LIVE LOAD Ref 8 1.2 X DL+ 0.5 X LL+ 0.5 X WL (X) 1 SELFWEIGHT 1.20 By JC DatE12/20/12 Chd SZ cl'eru Sprint Ericsson WEIGHT OF CABINET 1.20 File 12-0318 #MI03XC065 RT Datamme 20 -Dec -201210:59 Basic Load Cases 3 WIND LOAD ON CABINET (X) 0.50 Number Name 5 LIVE LOAD 0.50 1 SELFWEIGHT 1 SELFWEIGHT 1.20 2 WEIGHT OF CABINET 2 WEIGHT OF CABINET 1.20 3 WIND LOAD ON CABINET (X) 4 WIND LOAD ON CABINET (Z) 0.50 4 WIND LOAD ON CABINET (Z) 5 LIVE LOAD 0.50 5 LIVE LOAD 1 SELFWEIGHT 1.20 Combination Load Cases 2 WEIGHT OF CABINET 1.20 5 LIVE LOAD 0.50 3 WIND LOAD ON CABINET (X) 1.00 11 1.2 X DL + 0.5 X LL + 1.0 X WL (Z) 1 SELFWEIGHT 1.20 2 WEIGHT OF CABINET 1.20 5 LIVE LOAD 0.50 4 WIND LOAD ON CABINET (Z) 1.00 12 0.9 X DL + 1.0 X WL (X) 1 SELFWEIGHT 0.90 2 WEIGHT OF CABINET 0.90 3 WIND LOAD ON CABINET (X) 1.00 13 0.9 X DL + 1.0 X WL (Z) 1 SELFWEIGHT 0.90 2 WEIGHT OF CABINET 0.90 4 WIND LOAD ON CABINET (Z) 1.00 Comb. Combination UC Name Primary Primary UC Name Factor 6 1.4 X DL 1 SELFWEIGHT 1.40 Comb. Combination UC Name Primary Primary UC Name Factor 6 1.4 X DL 1 SELFWEIGHT 1.40 2 WEIGHT OF CABINET 1.40 7 1.2 X DL+ 1.6 X LL 1 SELFWEIGHT 1.20 2 WEIGHT OF CABINET 1.20 5 LIVE LOAD 1.60 8 1.2 X DL+ 0.5 X LL+ 0.5 X WL (X) 1 SELFWEIGHT 1.20 2 WEIGHT OF CABINET 1.20 3 WIND LOAD ON CABINET (X) 0.50 5 LIVE LOAD 0.50 9 1.2 X DL+ 0.5 X LL+ 0.5 X WL (Z) 1 SELFWEIGHT 1.20 2 WEIGHT OF CABINET 1.20 4 WIND LOAD ON CABINET (Z) 0.50 5 LIVE LOAD 0.50 10 1.2 X DL+ 0.5 X LL+ 1.0 X WL (X) 1 SELFWEIGHT 1.20 2 WEIGHT OF CABINET 1.20 5 LIVE LOAD 0.50 3 WIND LOAD ON CABINET (X) 1.00 11 1.2 X DL + 0.5 X LL + 1.0 X WL (Z) 1 SELFWEIGHT 1.20 2 WEIGHT OF CABINET 1.20 5 LIVE LOAD 0.50 4 WIND LOAD ON CABINET (Z) 1.00 12 0.9 X DL + 1.0 X WL (X) 1 SELFWEIGHT 0.90 2 WEIGHT OF CABINET 0.90 3 WIND LOAD ON CABINET (X) 1.00 13 0.9 X DL + 1.0 X WL (Z) 1 SELFWEIGHT 0.90 2 WEIGHT OF CABINET 0.90 4 WIND LOAD ON CABINET (Z) 1.00 PrirrtTime/Date: 21U1?1201211:05 STAAD.Pro for Windows 20.07.04.12 Pn"r Run z or ° PdntTirrle/Date: M12/201211:05 STAAD.Pro for Windows 20.07.04.12 rnra Kun4O1 ° Job No Rev 12-0318 rNo 3 ' Software licensed toAllpro CorsulGng Group Inc Part Job Title M103XCO65 RT Ref By JC D&12/20/12 Cnd SZ Caem Sprint Ericsson Flle 12-0318 #MI03XC065 RT Da aM— 20-Dec-201210:59 LoaO 5 Whole Structure Piffie I I Plde Redf I Qgy� pp I Poore____ I I PIW Red710Di2b& Pmtalma P ar I PWU Plafa Plate Red 71M.2W e I PIa% PbLo PMh r Rad 7t00aZ��71tla Pte. PWmeI R Md.Plom i plate TNc. Pbfa Whole Structure PdntTirrle/Date: M12/201211:05 STAAD.Pro for Windows 20.07.04.12 rnra Kun4O1 ° -tom Job No No Rev Sheat 12-0318 4 ---� Part _.:. Software 9censed to Mlpro Consulting Group Inc Job Title M103XC065 RT Ref By JC °a"12/20/12 Chd SZ Ctlard Sprint Ericsson FIa 12-0318 #M103XC065 RT Dat&m— 20 -Dec -201210:59 3D Rendered mew Whole Structure Loads 0.02285641dp. I ft 2 WEIGHT OF CABINET hint Time/Date: 2vlZ'201211:05 STAAD.Pro for Wndows 20.07.04.12 PrIM Run 4 or s PrintTirrwDate: 20112/201211:05 STAAD.Pro for Windows 20.07.04.12 vnru nun a or o Job No Sheet No Rev s , 12-0318 5 Software Icensed to Allpro Consulting Group Inc Part Job Tits M103XC065 RT Ret By JC oaIE12/20/12 Chd SZ Clieru Sprint Ericsson File 12-0318 #M103XC065 RT De(mm a 20 -Dec -201210:59 ,e9 ,80 ki ,00 ,60 k oau ' 03" Dau o.2u os F fis ' o. 0 'p. 0. p 0. Whole Structure Loads 0.0558656MP:1 ft 3 WIND LOAD ON CABINET 110 .897 0.887 .887 ` .887 4A82 kip4n .887 887 .897 697 .887 I Ip> d kkip k kf t: IBp ,gym kip k�3., WP -kiv 'aae5tlp 0 kiP k kfp -0A83 kip Oki 0.097 kip 0.687 kip 0.697 kip 0.987 kip 0.897 kip 0.697 kip 0.697 kip 0.687 kip 0.697 kip Whole Structure Loads 0.1592731dp:1 ft 4 WIND LOAD ON CABINET (Z) PrintTirrwDate: 20112/201211:05 STAAD.Pro for Windows 20.07.04.12 vnru nun a or o r PROJECT NAME: NETWORK VISION MMBS LAUNCH SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH SITE NUMBER: M 103XC065 t..- STRUCTURE TYPE: ROOFTOP MARKET: MIAMI PREPARED FOR: r. :)print m 6391 SPRINT PARKWAY OVERLAND PARK, 66251-4300 NDC: 800-400 0-6040 CONSULTANT: ALLPRO CONSULTING GROUP, INC. 9W LYMM B JOHMN FREEWAY s"'�OhE97`-231- �'� PNONe872-2311 FAX' BW364-8375 WWWALLPR=I.COM FLORIDA CERTff11CATE 0FAUiHORVATI0NS9492 A 11_8772 PROJECT SUMMARY DRIVING DIRECTIONS VICINITY MAP LIST OF DRAWINGS SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH SITE NUMBER: M103XC065 911 ADDRESS: 602 NE 96TH ST. MIAMI SHORES, FL. 33138 APN#: 1132060141410 LATITUDE: 25.8633333' (25' 51' 48.99" N) LONGITUDE: -80.18444' (-80' 11' 03.9840"W) GROUND ELEVATION: 14' AMSI JURISDICTION: CITY OF MIAMI SHORES ZONING: COMMUNITY FACILITIES DISTRICT LEGAL DESCRIPTION: MIAMI SHORES SEC 2 PB 10-37 LOTS! 1 TO 10 INC BILK 61 LOT SIZE IRREGULAR DEPART 300 S PARK RD, HOLLYWOOD, FL 33021 ON S PARK RD (SOUTH) ROAD NAME CHANGES TO S 34TH AVE [S PARK RD] TURN LEFT (EAST) ONTO SR -824 [PEMBROKE RD] KEEP STRAIGHT ONTO SR -824 W PEMBROKE RD [ ] TAKE RAMP ONTO I-95 AT EXIT 8A, TURN RIGHT ONTO RAMP TURN RIGHT (WEST) ONTO NW 95TH ST TURN LEFT TO STAY ON NW 95TH STi TURN LEFT (NORTH) ONTO N MIAMI AVE, THEN IMMEDIATELY TURN LEFT (WEST) ONTO NW 96TH ST TURN RIGHT (NORTH) ONTO LOCAL ROAD(S) ARRIVE 602 NE 96TH ST.! E ! I i ! -- • _�_._. ,.._.......-__...._....__._.._.. _----j9tly.,art._—_. _--._—__� ! - -- - u G+ f ! `SITE { i I € (ARCHITECTURAL _ __ T ~-...`_.._..... _�G 1�. ' ! ! Tj �� I ��*' ` I y - � SITE GENERAL ARRANGEMENT PLANS T-1 TITLE SHEET E T-2 GENERAL NOTES SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH SITE NUMBER: M 103XC065 SITE ADDRESS: 602 NE 96TH ST. MIAMI SHORES. FL 33138 MIAMI-DADE COUNTY T-3 GENERAL NOTES T-4 GENERAL NOTES CIVIL PLANS A -1 0 LAN A-2 ENLARGE SITE PLAN 'A-3 EQUIPMENT SITE PLANS A-4 SITE ELEVATION SCOPE OF WORK !A-5 EQUIPMENT SCHEDULE & RFDS CONTACTS A-6 ANTENNA GEEK DIAGRAM 1) THE WIRELESS COMMUNICATIONS FACILITY IS NOT INTENDED FOR HUMAN OCCUPANCY 2) THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL NOT PRODUCE ANY SEWAGE. 3) THE SCOPE OF WORK CONSISTS OF MODIFYING THE EXISTING WIRELESS INSTALLATION: A. REMOVAL OF (3) EXISTING METROCELL EQUIPMENT CABINET B. INSTALLATION OF (2) NEW EQUIPMENT CABINET C. REMOVAL OF (6) EXISTING ANTENNAS D. INSTALLATION OF (3) NEW ANTENNAS E. INSTALLATION OF (12) NEW RRUS (REMOTE RADIO UNITS) F INSTALLATION OF (1) GPS ANTENNA G. INSTALLATION OF (3) NEW HYBRID CABLE H. INSTALLATION OF (3) NEW A2 UNITS 1. INSTALLATION OF (3) 800 MHZ FILTERS J. INSTALLATION OF (6) COMBINERS APPLICANT: SPRINT PCS 6100 SPRINT PARKWAY OVERLAND PARK, KS 66251 NOC: 800-400-6040 PRIME CONTRACTOR: ERICSSON 6300 LEGACY DRIVE PLANO, TEXAS 75024, USA PHONE: 972-583-0927 SITE ACQUISITION MANAGER: Diego Leon 954 214-3892SITE CONSTRUCTION MANGER: (303) 909-8114 I RF ENGINEER:DRAWN JASBIR SINGH JASBIR.T.SINGH@ERICSSON.COM PROPERTY OWNER: NORTHEAST PRESBYTERIAN CHURCH SITE ADDRESS: U S, 602 NE 96TH ST. MIAMI, FL 33138-2742 ARCHITECT/ENGINEER: ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B. JOHNSON FREEWAY, SUITE 204 DALLAS, TX 75243 CONTACT: RAJESH SEHGAL, P.E. OFFICE: 972-231-8893 FAX: 866-364-8375 BACK HAUL PROVIDER: FPL FIBERNET- 1-866-787-2637 POWER COMPANY: FLORIDA POWER & LIGHT COMPANY (FPL) 954-581-5668 A-7 ENLARGED ANTENNA PLANS & COAX RUN DIAGRAM STAMP: I �� - FLORIDA REG RAJESHi74 SEHGAL P.E.'' ` ` 12/20 12 BY: iv A-8 (E) COLOR CODING APPROVALS A-9 NEW COLOR CODING A-10 DETAILS A-11 DETAILS SPRINT REPRESENTATIVE DATE ELECTRICAL PLANS E-1 ELECTRICAL PLAN & DETAILS SPRINT RF ENGINEERING DALE E-2 POWER/TELCO DIAGRAMS E-3 GROUNDING PLANS - N/A OWNER DATE E-4 GROUNDING PLANS - FINAL E-5 ELECTRICAL DETAILS APPLICABLE CODES & STANDARDS CONSTRUCTION MANAGER DATE E-6 GROUNDING DETAILS 1. FLORIDA BUILDING CODE 2010 WIND DESIGN CRITERIA: A. ASCE 7-10 BASIC WIND SPEED = 186 MPH B. OCCUPANCY CATEGORY = III EXPOSURE = C 2. FLORIDA FIRE PREVENTION CODE - 2010 3. NATIONAL FIRE PREVENTION CODE - (NFPA 70-2008) 4. CITY AND/OR COUNTY ORDINANCES SITE ACQUISITION MANAGER DATE E-7 GROUNDING DETAILS APPROVED BY: RS NOTE: DRAWING SCALES ARE FOR 22"X34" SHEETS UNLESS OTHERWISE NOTED. ,_ ® , ;11 , .; '^ DATE DRAWN: 7/11/12 REVISION ERICSSON DATE THE ABOVE PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS. NO DESCRIPTION BY I DATE A SUBMISSION: 907. CD JV 07/11/12 0 SUBMISSION: 100% CD IH 107/19/12 1 100% STRUCTURAL RL DE 12/20/12 SITE ACCESS PROCEDURES MIAMI SHORES PRESBYTERIAN CHURCH SITE ACCESS FROM NE 96TH ST SITE LOCK COMBINATIONS: CONTACT CM FOR INSTRUCTIONS & CODES SHEET TITLE: TITLE SHEET SHEET NUMBER: T- 1 TABLE OF CONTENTS 1.0 GENERAL REQUIREMENTS 1.1 PURPOSE AND INTENT 1.2 CONFLICTS 1.3 CLEANING 1.4 CODES 1.5 LICENSING 1.6 OSHA 1.7 PHOTOS 1.8 BUILDING PERMITS 1.9 ZONING REGULATIONS 8 CONDITIONAL USE PERMITS 1.10 FAA PERMIT AND TOWER LIGHTING 1.11 TOWER SECURITY 1.12 SITE CONTROL 2.0 SITE PREPARATION 2.1 SCOPE OF WORK 2.2 PRODUCT AND MATERIALS 3.0 EARTHWORK 3.1 SCOPE OF WORK 3.2 QUALITY ASSURANCE 3.3 PRODUCTS AND MATERIALS 3.4 CLEARING AND GRUBBING 3.5 STRIPPING 3.6 COMMON EXCAVATION 3.7 EMBANKMENT 3.8 SITE GRADING 3.9 SUBGRADE PREPARATION 3.10 GEOTEXTILE FABRIC 3.11 GRAVEL SURFACING 4.0 TRENCHING 4.1 MATERIALS 4.2 PIPE DETECTION AND IDENTIFICATION 4.3 TRENCH EXCAVATION 4.4 TRENCH PROTECTION 4.5 BACKFILLING 4.6 COMPACTION 5.0 CHAIN LINK FENCES AND GATES 5.1 GENERAL 52 PRODUCTS MD MATERIALS 6.0 LANDSCAPING 7.0 CONCRETE FORMWORK 8.0 CONCRETE REINFORCEMENT 9.0 CAST -IN PLACE CONCRETE 10.0 STRUCTURAL STEEL 11.0 GROUNDING COMPLY WITH THESE STANDARDS UNLESS OTHERWISE REQUIRED BY APPLICABLE CODES 1.0 CONSTRUCTION TO CONFORM TO SPRINT NEXTEL INTEGRATED CONSTRUCTION STANDARDS 1.1 PURPOSE AND INTENT A. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND SUPPLEMENTARY. HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED OR SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED IN BOTH. SHOULD THERE BE ANY DISCREPANCIES BETWEEN REQUIREMENTS SHOWN IN BOTH, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. B. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT. C. THE PURPOSE OF THE SPRINT WIRELESS CONSTRUCTION SPECIFICATIONS IS TO INTERPRET THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF THE PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. 1.2 CONFLICTS A VERIFY ALL MEASUREMENTS AT THE SITE BEFORE ORDERING MATERIAL OR DOING ANY WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED DUE TO DIFFERENCES BETWEEN ACTUAL DIMENSIONS OR DIMENSIONS SHOWN ON PIANS. SUBMIT NOTICE OF ANY DISCREPANCY IN DIMENSIONS OR OTHERWISE TO SPRINT WIRELESS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. B. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST OR OF DIFFICULTIES OF CONDITIONS THAT MAY BE ENCOUNTERED, OR OF ANY OTHER RELEVANT MATTER CONCERNING THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS GOVERNING THE WORK. 1.3 CLEANING KEEP THE SITE FREE FROM ACCUMULATION OF WASTE AND RUBBISH CAUSED BY EMPLOYEES AT THE COMPLETION OF THE WORK. REMOVE ALL WASTE AND NON -CONSTRUCTION MATERIAL INCLUDING ALL CONTRACTOR TOOLS. SCAFFOLDING AND SURPLUS MATERIAL AND LEAVE SITE CLEAN AND READY FOR USE. 1.4 CODES CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL LAWS, REGULATIONS AND RULES PROMULGATED BY FEDERAL STATE ANDL.00AL AUTHORITIES WITH JURISDICTION OVER THE SITE. THIS RESPONSIBILITY IS IN EFFECT REGARDLESS OF WHETHER THE LAW, ORDINANCE, REGULATION OR RULE IS MENTIONED IN THESE SPECIFICATIONS. 1.5 LICENSING HAVE AND MAINTAIN A VALID CONTRACTORS LICENSE FOR THE LOCATION IN WHICH THE WORK IS TO BE PERFORMED. FOR JURISDICTIONS THAT LICENSE INDIVIDUAL TRADES, THE TRADESMAN OR SUBCONTRACTORS PERFORMING THOSE TRADES SHALL BE LICENSED. RESEARCH AND COMPLY WITH LICENSING LAWS, PAY LICENSE FEES, AND SELECT AND INFORM SUBCONTRACTORS REGARDING THESE LAWS. 1.6 OSHA FOLLOW ALL APPLICABLE RULES AND REGULATION OF THE OCCUPATIONAL SAFETY AND HEALTH A DMINISTRATION, AND STATE LAWS BASED IN THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT. THESE REGULATIONS INCLUDE BUT ARE NOT LIMITED TO REGULATIONS DEALING WITH TOWER CONSTRUCTION AND SAFELY, EXCAVATION AND TRENCHING, AND WORK IN CONFINED SPACES. ENSURE THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AT All TIMES DURING CONSTRUCTION. 1.7 PHOTOS PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL FOUNDATION INSTALLATION, GROUNDING AND TRENCHING AFTER PLACEMENT OF UTILITIES PRIOR TO BACKFILL 1.8 BUILDING PERMITS SPRINT WIRELESS WILL SUBMIT CONSTRUCTION DOCUMENTS TO THE JURISDICTIONAL AUTHORITY FOR PLAN CHECK AND REVIEW. CONTRACTOR WILL SUBMIT LICENSING AND WORKMAN'S COMPENSATION INFORMATION TO THE JURISDICTION AS REWIRED TO OBTAIN THE BUILDING PERMIT. CONTRACTOR SHALL COORDINATE AND SCHEDULE REQUIRED INSPECTION AND POST REQUIRED PERMITS AT THE JOB SITE. COMPLY WITH SPECIFIC PROJECT -RELATED REQUESTS AND SUGGESTION MADE BY BUILDING INSPECTOR AND INFORM CONSTRUCTION MANAGER OF ANY SUCH WORK THAT MAY BE BEYOND THE SCOPE OF THE CONTRACT OR DEVIATE FROM THE CONSTRUCTION DOCUMENTS. SPRINT WIRELESS WILL REIMBURSE THE CONTRACTOR FOR FEES FOR PLAN REVIEW, BUILDING PERMIT, CONNECTION AND INSPECTION. 1.9 ZONING REGULATIONS AND CONDITIONAL USE PERMITS SPRINT WIRELESS WILL SUBMIT FOR AND OBTAIN ALL ZONING AND CONDITIONAL USE PERMITS. SOME USE PERMITS MAY HAVE SPECIFIC REQUIREMENTS RELATED TO THE CONSTRUCTION SUCH AS NOISE REGULATIONS, HOURS OF WORK, ACCESS LIMITATIONS, ETC. THE CONSTRUCTION MANAGER WILL INFORM THE CONTRACTOR OF THESE REQUIREMENTS AT THE PRE-BID MEETING OR AS SHOWN IN CONSTRUCTION DOCUMENTS. 1.10 N/A 1.11 N/A 1.12 SITE CONTROL A THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR CONTAINMENT OF SEDIMENT AND CONTROL OF EROSION AT THE SITE. ANY DAMAGE TO ADJACENT OR DOWNSTREAM PROPERTIES WILL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO SPRINT WIRELESS. B. THE CONTRACTOR IS TO MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES. DO NOT ALLOW WATER TO STAND OR POND. ANY DAMAGE TO STRUCTURES OR WORK ON THE SITE CAUSED BY INADEQUATE MAINTENANCE OF DRAINAGE PROVISION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ANY COST ASSOCIATED WITH REPAIRS FOR SUCH DAMAGE WILL BE AT THE CONTRACTOR'S EXPENSE C. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF-SITE OR AS DIRECTED BY THE CONSTRUCTION MANAGER AND IN ACCORDANCE WITH JURISDICTIONAL AUTHORITIES. 2.0 N/A 3.0 N/9 FOR: )>, sprint' 6391 SPRINT PARKWAY OVERLAND PARK, KS 66251-4300 NOC: 800-400-6040 ALLPRO_ CONSULTING GROUP, INC. 9721 LYNDON 8 JOHNSON FREEWAY SURE 204, DALLAS. TX 75243 PHONE M -2314M FAX 858-3848375 WWWALLP MM.COM FLORM CERT SLATE OF AUTHORIIATION i 27492 ACGI / 11-6722 SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH SITE NUMBER: M 103=065 STAMP: SITE ADDRESS: 602 NE 96TH ST. MIAMI SHORES, FL. 33138 MIAMI-DADE COUNTY FLORIDA REG No. 59174 RAJESH SEHGAL P.E. 12/20/12 DRAWN BY: JV APPROVED BY: RS DATE DRAWN: 7/11/12 REVISION A SUBMISSION: 90% CD JV 07/11/12 0 SUBMISSION: 100% CD IH 107/19/12 1 100% STRUCTURAL RL DE 12/20/12 SHEET TITLE: GENERAL NOTES SHEET NUMBER: T-2 LE 3.7 N/A 3.8 N/A 3.9 N/A 3.10 N/A 3.11 GRAVEL SURFACING (IF APPLICABLE) A CONSTRUCT GRAVEL SURFACING AREAS USING CRUSHED AGGREGATE BASE AND FINISH COURSES AS SPECIFIED BY CONSTRUCTION MANAGER OR CONSTRUCTION DOCUMENTS. B. SPREAD GRAVEL AND RAKE TO OBTAIN A UNIFORM SURFACE AREA 4.0 TRENCHING (IF APPLICABLE) 4.2 PIPE DETECTION AND IDENTIFICATION (IF APPLICABLE) A UTILIZING WARNING TAPE: ALL ELECTRIC SERVICE TRENCHES SHALL BE MARKED WITH WARNING TAPE. 4.3 TRENCH EXCAVATION (IF APPLICABLE) A DIG TRENCH TO LINES AND GRADES SHOWN ON THE PLANS OR AS DIRECTED BY CONSTRUCTION MANAGER B. TRENCH LENGTH SHALL BE SUFFICIENT TO ALLOW FOR SATISFACTORY CONSTRUCTION AND INSPECTION OF THE PROJECT WITHOUT ENDANGERING OTHER CONSTRUCTION WORK OR ADJACENT FACILITIES. C. DISPOSE OF EXCESS AND UNSUITABLE EXCAVATION MATERIAL PROPERLY, AS DIRECTED BY CONSTRUCTION MANAGER. D. USE HAND METHODS FOR EXCAVATION THAT CANNOT BE ACCOMPLISHED WITHOUT ENDANGERING EXISTING OR NEW STRUCTURES OR OTHER FACILITIES. 6.0 N[9 7.0 NLA 8.0 WA 9,0 N/A PREPARED FOR: -:)print' d 6391 SPRINT PARKWAY OVERLAND PARK, 66251-4300 N(K: 800-400 0-6040 CONSULTANT: CALL LOCAL UNDERGROUND UTILITY LOCATING SERVICE BEFORE ANY EXCAVATION OR 4,4 TRENCH PROTECTION (IF APPLICABLE) TRENCHING. 4.1 MATERIALS (IF APPLICABLE) A PROVIDE MATERIALS, LABOR AND EQUIPMENT NECESSARY TO PROTECT TRENCHES AT ALL TIMES. L L P R 0 FILL MATERIAL SHALL BE OBTAINED, WHEN POSSIBLE FROM MATERUALS EXCAVATED FROM B. SHEETING AND BRACING: MEET OR EXCEED OSHA REOUREMENTS. TRENCHES. ON-SITE STRUCTURAL FILL SAND OR SLURRY MALL BE APPROVED BY THE 4.5 BACKFILLING CONSULTING GROUP, INC. CONSTRUCTION MANAGER AND SHALL CONFORM TO LOCAL GOVERNING JURISDICTIONS AY AND UTILITY COMPANY REQUIREMENTS THE FILL MATERIAL SHALL CONTAIN NO ORGANICA NOTIFY THE CONSTRUCTION MANAGER AT LEAST 24 HOUR IN ADVANCE OF BACKFILLING. SU4,DALLAS,TX7 MATERIAL OR ROCKS, NOR SHALL CONTAIN OBJECTIONABLE MATERIALS AND/OR B. BACKFILL TRENCH WITH LIFTS UP TO 12 INCHES, LOOSE MEASURE. PHONE 972-231403 MATERIALS DESIGNATED AS HAZARDOUS OR INDUSTRIAL BY THE ENVIRONMENTAL C. PROTECT CONDUIT FROM LATERAL MOVEMENT, DAMAGE FROM IMPACT OR UNBALANCED FAX:866364AM PROTECTION AGENCY (EPA). THE FILL MATERIAL SHALL CONTAIN FINES SUFFICIENT TO LOADING TO AVOID DISPLACEMENT OF CONDUIT AND/OR STRUCTURES. DO NOT FREE FALL WWWALLPRDOGLOOM FILL ALL VOIDS IN THE MATERIAL COMPACTION OF BACKFILL OR BORROW SOL SHALL BE BACKFILL INTO TRENCH UNTIL AT LEAST 12 INCHES OF COVER IS OVER THE CONDUIT. FLOMMCERnRCATEOFAunaRIunON#27492 PLACED IN 12 INCH LOOSE LIFTS WHEN UTILIZING HEAVY COMPACTION EOUIPMENT OR 6 ACGI j 11-6722 INCH LOOSE LIFTS WHEN UTILIZING HAND OPERATED TAMPER. 4.6 COMPACTION (IF APPLICABLE) A COMPACT BACKFILL TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM SITE NAME: MIAMI SHORES MOISTURE CONTENT. B. IF REQUIRED COMPACTION DENSITY HAS NOT ISI OBTAINED. REMOVE THE BACKFILL PRESBYTERIAN FROM THE TRENCH OR STRUCTURE, REPLACE WITH APPROVED BACKFILL AND RECOMPACT AS SPECIFIED.CHURCH C. ANY SUBSEQUENT SETTLEMENT OF TRENCH OR STRUCTURE BACKFILL DURING MAINTENANCE PERIOD SHALL BE CONSIDERED THE RESULT OF IMPROPER COMPACTION SITE NUMBER: AND SHALL BE PROMPTLY CORRECTED. M 103XC065 5.0 1n SITE ADDRESS: 602 NE 96TH ST. MIAMI SHORES, FL. 33138 MIAMI—DADE COUNTY FLORIDA REG No. 59174 RAJESH SEHGAL P.E. 12/20/12 DRAWN BY: JV APPROVED BY: RS DATE DRAWN: 7/11/12 SUBMISSION: 90% CD JV 07/1 SUBMISSION: 100% CD IH 07/1 100% STRUCTURAL RL DE 12/2 :ET TITLE: GENERAL NOTES :ET NUMBER: 10.0 STRUCTURAL STEEL MEET OR EXCEED MANUFACTURER'S RECOMMENDATIONS. A UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (AG 315). B. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL. CONFORMING TO ASTM A-615, GRADE 60, DEFORMED. C. HEATING AND WELDING OF BARS IS PROHIBITED WITH THE EXCEPTION OF WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER D. ALL REINFORCEMENT BARS TO BE FREE FROM LOOSE RUST AND SCALE E UNLESS OTHERWISE NOTED, ALL REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVERAGE OF 3 INCHES. THIS MAY REQUIRE SPACERS AND CHAIRS AS REQUIRED BY TESTING AGENCY OR CONSTRUCTION MANAGER F. SPLICES IN REINFORCEMENT STEEL ARE PROHIBITED, UNLESS APPROVED BY CONSTRUCTION MANAGER. ALL SPLICES MUST THEN MEET ALL APPLICABLE ASTM STANDARDS FOR SPLICING. 11.0 GROUNDING 12.0 GENERAL NOTES: 1. THE GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS BEFORE STARTING WORK. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPTED CONSTRUCTION PRACTICES. 2. R IS THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETED INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING, 115. FORM WORK, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL. ORDINANCES TO SAFELY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR SAME. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. 3. THE CONTRACTOR SHALL USE ADEQUATE NUMBER OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. 4. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO INDEMNIFY AND HOLD DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. S. SITE GROUNDING SHALL COMPLY WITH SPRINT/NEXfEL GROUNDING STANDARDS, LATEST EDITION AND COMPLY WITH SPRINT/NEXIEL GROUNDING CHECKLIST. LATEST VERSION. WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT. THEY SHALL GOVERN. GROUNDING SHALL BE COMPLETED BEFORE ERECTION OF A NEW TOWER 6. ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS. PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES SHALL. BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. IF TEMPORARY LIGHTING AND MARKING ARE REQUIRED BY THE FEDERAL AVIATION ADMINISTRATION (FAA), IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE NECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE EVENT OF A PROBLEM. 19. DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED/REPLACED TO OWNER'S SATISFACTION AT CONTRACTOR'S EXPENSE 20. CONTRACTOR SWILL COORDINATE THE CONSTRUCTION SCHEDULE WITH THE PROPERTY OWNER SO AS TO AVOID INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS. 21. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION. 22. RIPRAP SHALL BE CLEAN, HARD, SOUND, DURABLE AND UNIFORM IN QUALITY AND FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES. DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL. ALKAU OR OTHER DELETERIOUS SUBSTANCE 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL CODES OR ORDINANCES. THE MOST STRINGENT CODE WILL APPLY IN THE CASE OF DISCREPANCIES OR DIFFERENCES IN THE CODE REQUIREMENTS. 8. ANY DAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THE CONTRACTOR'S EXPENSE 9. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AMPLE NOTICE TO THE BUILDING INSPECTION DEPARTMENT TO SCHEDULE THE REQUIRED INSPECTIONS. A MINIMUM OF 24 HOURS OF NOTICE SHOULD BE GIVEN AND THE BUILDING INSPECTION DEPARTMENTS HAVE REQUESTED THAT GROUPS OF TWO OR THREE SITES BE SCHEDULED AT ONE TIME IF POSSIBLE. 10. FOR NEW TOWERS, SPRINT WILL CONFIRM FAA APPROVAL OF TOWER LOCATION BY ISSUING TOWER RELEASE FORM. NO TOWER SHALL BE CONSTRUCTED UNTIL TOWER RELEASE FORM IS ISSUED TO THE CONTRACTOR 11. THE COMPLETE BID PACKAGE INCLUDES THESE CONSTRUCTION DRAWINGS ALONG WITH THE SPECIFICATIONS AND TOWER DRAWINGS/ANALYSIS. CONTRACTOR IS RESPONSIBLE FOR REVIEW OF THE TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL 12. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION. 13. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES. SILT AND EROSION CONTROL SHALL BE MAINTAINED ON THE DOWNSTREAM SIDE OF THE SITE AT ALL TIMES. ANY DAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THE CONTRACTORS EXPENSE. 14. CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE KEPT TO A MINIMUM. ONLY THE TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. ANY DAMAGE TO PROPERTY OUTSIDE THE LEASED PROPERTY SHALL BE REPAIRED BY THE CONTRACTOR 15. ALL SUITABLE BORROW MATERIAL FOR BACKFILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES PRIOR TO DISPOSAL. 16. SEEDING AND MULCHING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE SITE DEVELOPMENT. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING AN ADEQUATE COVER OF VEGETATION OVER THE SITE FOR A ONE YEAR PERIOD. 17. PERMITS: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS, LICENSES, FEES. INSPECTIONS. ETC. AND PROVIDE E911 ADDRESS TO SPRINT WIRELESS. 18. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS, ETC., BETWEEN THE WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DRAWINGS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. sprint° 6391 SPRINT PARKWAY OVERLAND PARK, KS 66251-4300 NOC: 800-400-6040 0=.Oftmo ALLPRO CONSULTING GROUP, INC. 9221 LYNDON 8 JOHNSON FREEWAY SUITE 204, DALLAS, TX 75243 PHONE: 972-231-M FAX 86635444 WWWALLPROCGLCOM FLORIDA CERTIFICATE OFAUTHORO'ATION 527492 ACGI / 11-6722 SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH SITE NUMBER: M10.3=065 SITE ADDRESS: 602 NE 96TH ST. MIAMI SHORES. FL. 33138 MAMI-DADE COUNTY FLORIDA REG No. 59174 RAJESH SEHGAL P.E. 12/20/12 DRAWN BY: I JV APPROVED BY: IRS DATE DRAWN: 1 7/11/12 90% CD 100% C SHEET TITLE: GENERAL NOTES T-4 ABBREVIATIONS AAV ACCELERATED ACCESS VENDOR AFF ABOVE FINISHED FLOOR AGL ABOVE GRADE LEVEL AMSL ABOVE MEAN SEA LEVEL. APPROX APPROXIMATE AWG AMERICAN WIRE GAUGE BLDG BUILDING BTS BASE TRANSMISSION STATION CLR CLEAR COL COLUMN CONIC CONCRETE CND CONDUIT DWG DRAWING FT FOOT (FEET) EGB EQUIPMENT GROUND BAR ELEC ELECTRICAL EMT ELECTRICAL METALLIC TUBING ELEV ELEVATION EOUP EQUIPMENT (E) EXISTING EXT EXTERIOR FND FOUNDATION F FIBER GA GAUGE GC GENERAL CONTRACTOR GALV GALVANIZED GPS GLOBAL POSITIONING SYSTEM GND GROUND LTE LONG TERM EVOLUTION MAX MAXIMUM MFR MANUFACTURER MGB MASTER GROUND BAR MIN MINIMUM (N) NEW N.T.S. NOT TO SCALE O.C. ON CENTER QE/OT OVERHEAD ELECTRIC/TELCO PPC POWER PROTECTION CABINET RBS RADIO BASED STATION RRU REMOTE RADIO UNIT RGS RIGID GALVANIZED STEEL IN INCH(ES) INT INTERIOR LB(S) or If POUND(S) SF SQUARE FOOT STL STEEL TYP TYPICAL UE/UT UNDERGROUND ELECTRIC/TELCO UNO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD W/ WITH XFMR TRANSFORMER SYMBOLS ® REVISION WORK POINT rcl> UTILITY POLE BRICK COMPRESSED STONE CONCRETE EARTH GRAVEL MASONRY STEEL — - — - — - — CENTERLINE — - - — - - — PROPERTY UNE ------- LEASE UNE — — — — — EASEMENT UNE X CHAIN LINK FENCE CY—v— WOOD FENCE UE UNDERGROUND ELECTRIC UT UNDERGROUND TELEPHONE OE/OT OVERHEAD ELECTRIC/TELEPHONE LTJ LTJ LY I— (/) 2 F -- I0 LiJ Z NE 96TH STREET .� OVERALL SITE PLAN FULL SIZE PLOT: SCALE: 3/32" = 1'-0" TRUE HALF SIZE PLOT: SCALE 3/64" = V-0" NORTH 0 4' IV 16, FOR: 6391 SPRINT PARKWAY OVERLAND PARK, KS 66251-4300 NOC: 800-400-6040 CONSULTANT: ALLPRO CONSULTING GROUP, INC. 9711LYNDON BJOHNSON FREEWAY SUITE 294, DALLAS, TX 75243 PHONE 972.231.8893 FAX 866.3648375 WWWALLPROCGLCOM FLORM A CMWCATE OF AUPMFUATION B V492 ACGI f 11-6722 SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH SITE NUMBER: M 103XC065 STAMP: SITE ADDRESS: 602 NE 96TH ST. MIAMI SHORES, FL. 33138 MIAMI—DADE COUNTY FLORIDA REG No. 59174 RAJESH SEHGAL P.E. 12/20/12 DRAWN BY: JV APPROVED BY: RS DATE DRAWN: 7/11/12 REVISION A SUBMISSION: 90% CD JV 07/11/12 0 SUBMISSION: 100% CD IH 07/19/12 1 100% STRUCTURAL RL DE 12/20/12 SHEET TITLE: OVERALL SITE PLAN SHEET NUMBER: A-1 ABBREVIATIONS AAV ACCELERATED ACCESS VENDOR AFF ABOVE FINISHED FLOOR ACL ABOVE GRADE LEVEL AMSL ABOVE MEAN SEA LEVEL APPROX APPROXIMATE AWG AMERICAN WIRE GAUGE BLDG BUILDING BTS BASE TRANSMISSION STATION CUR CLEAR COL COLUMN CONC CONCRETE CNO CONDUIT DWG DRAWING FT FOOT (FEET) EGO EQUIPMENT GROUND BAR ELEC ELECTRICAL EMT ELECTRICAL METALLIC TUBING ELEV ELEVATION EQUIP EQUIPMENT (E) EXISTING EXT EXTERIOR FND FOUNDATION F FIBER GA GAUGE GALV GALVANIZED GPS GLOBAL POSITIONING SYSTEM GND GROUND LTE LONG TERM EVOLUTION MAX MAXIMUM MFR MANUFACTURER MGB MASTER GROUND BAR MIN MINIMUM N.T.S. NOT TO SCALE O.C. ON CENTER OE/OT OVERHEAD ELECTRIC/TELCO PPC POWER PROTECTION CARNET RBS RADIO BASED STATION RRU REMOTE RADIO UNIT RGS RIGID GALVANIZED STEEL IN INCH(ES) INT INTERIOR LB(S) or / POUND(S) SF SQUARE FOOT STL STEEL nP TYPICAL UE/UT UNDERGROUND ELECTRIC/TELCO UNO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD W/ WITH XFMR TRANSFORMER SYMBOLS ® REVISION di WORK POINT SITE NAME: UTILITY POLE I ` BRICK COMPRESSED STONE CONCRETE EARTH GRAVEL CHURO STEEPLE MASONRY STEEL — - — - — - — CENTERUNE — - - — - - — PROPERTY UNE ------- LEASE UNE — — — — — EASEMENT UNE X CHAIN UNK FENCE WOOD FENCE UE UNDERGROUND ELECTRIC UT UNDERGROUND TELEPHONE OE/OT OVERHEAD ELECTRIC/TELEPHONE PREPARED FOR: pri nt® 6391 SPRINT PARKWAY OVERLAND PARK, KS 66251-4300 �I- 5-11� � NDC: 800-400-6040 SppNT ANTENNAS ON CHURCH STEEPLE SHEET TITLE: 1 ENLARGED SITE PLAN ENLARGED SITE PLAN FULL SIZE PLOT. SCALE: 3/16' = 1'-0' TRUE HALF SIZE PLOT- SCALE: 3/32' = 1'-0' SHEET NUMBER: NORTH ® %� _� 0 2' 4' 8' A L L P R 0 i to 1 1 CONSULTING GROUP, INC. t I 9221 LYI4DON B JOHNSON FREEWAY I SUITE 204, DAUM, TX M43 PHONE: 9M-23141 FAX 86&364$375 FLORDACERMCATEOFAMHORVATION027492 ACGI j 11-6722 b1 I 1 r j SITE NAME: I ` SPRINT ANTENNAS ON MIAMI SHORES CHURO STEEPLE PRESBYTERIAN 1 1 CHURCH 1 N I SITE NUMBER: � 1 I 103XC065 1 � 1 1 I NEW (1) YO RGS CONCONDUITM I 1 ROUTED FOR POWER FROM SITE ADDRESS: 1 RBS CABINET TO POWER CABINET 1 1 I 602 NE 96TH ST. J 1 I NEW (1) 2'0 RGS CONDUIT MIAMI SHORES, FL. 33138 I ROUTED FOR FIBER FROM ROS CABINET TO (E) TELCO CABINET NEW AAV FIBER RUN TO INSTALLED MIAMI-DADE COUNTY FPL EQUIP. ON (E) H FRAMEx STAMP: O i 1-10 ----- 15'-11' (REFER 4/A-10) (E) H -FRAME W/ POWER/TELCO CABINET 52'-8' (E) GPS ANTENNA (TO BE REMOVED) NEW AAV CABINET ON (E) H -FRAME N GC \ — wC NEW +24VDC CONDUIT BBS ROUTED FOR POWER FROM NEW (3) 1 3/16' HYBRID CABLE L BBS CARNET TO MY CABINET (1) PER SECTOR (REFER 3/A-11) r NEW (1) 2'0 FLEX CONDUIT ROUTED FOR FIBER FROM MV RBS CABINET M (E) TELCO CABINET FLORIDA REG L USING UOUIO-TIGHT CONDUIT No. 59174 dt NIPPLE CONNECTORS RAJESH SEHGAL P.E. 12/20/12 DRAWN BY: JV APPROVED BY: RS DATE DRAWN: 7/11/12 SEE EQUIPMENT PLANI REVISION 14'-6' 16'-4' 17'-5' 58'-0' NO DESCRIPTION BY DATE A SUBMISSION: 90% CD JV 07/11/12 0 SUBMISSION: 100% CD IH 127,1 / 1 100% STRUCTURAL RL DE 12/20/12 SHEET TITLE: 1 ENLARGED SITE PLAN ENLARGED SITE PLAN FULL SIZE PLOT. SCALE: 3/16' = 1'-0' TRUE HALF SIZE PLOT- SCALE: 3/32' = 1'-0' SHEET NUMBER: NORTH ® %� _� 0 2' 4' 8' A S I I I I I I I I I I I I i I I I I 1 I I 1 I I I 1 1 I I I I I I I I I 1 I I L -- M t a --------------------------- .n 1 1 (E) H -FRAME W/ c POWER/TELCO CABINET (E) GPS ANTENNA (TO BE REMOVED) ED DE r o RE (E) SPRINT EBE METROCELL EQUIP. (TO BE REMOVED) i h S-10' 42'-6'+- 10'-0' 16'-4' 1 EQUIPMENT SITE PLAN (EXISTING) IRV FULL SIZE PLOT: SCALE: 1/4` = 1'-0' TRUE HALF SIZE PLOT. SCALE: 1/8' = 1' -0 - NORTH 0 V 2 4 8' NEW (1) 2'0 RGS CONDUIT ROUTED FOR POWER FROM RBS CABINET TO POWER CABINET NEW (1) 2'0 RGS CONDUIT ROUTED FOR FIBER FROM RBS CABINET TO (E) TELCO CABINET 'J°i ■11 : 3/16 , / ,. NEW MV FIBER RUN TO INSTALLED FPL EQUIP. ON (E) H FRAME ---------------------- d NEW GPS ANTENNA (REFER 4/A-10) (E) H -FRAME W/ n POWER/TELCO CABINET d &__qc .N NEW MV CABINET ON (E) H -FRAME NEW +24VDC CONDUIT ROUTED FOR POWER FROM BBS CABINET TO MV CABINET NEW (1) 2'0 FLEX CONDUIT ROUTED FOR FIBER FROM MV CABINET TO (E) TELCO CABINET USING UOUID-TIGHT CONDUIT do NIPPLE CONNECTORS NEW SPRINT EQUIPMENT - SEE EQUIPMENT PLAN 16'-4' NOTE: i-0` MINIMUM INBETWEEN RB.S/BBS CABINETS 2 EQUIPMENT SITE PLAN (FINAL) IN VFULL SIZE PLOT: SCALE: 1/4' = V-0' TRUE HALF SIZE PLOT: SCALE. 1/8' = f-0' NORTH 0 F 2 4 8' lf�)>::)print' 6391 SPRINT PARKWAY OVERLAND PARK, KS 66251-4300 NOC: 800-400-6040 ALLPRO CONSULTING GROUP, INC. 9721 LYNDON B JOHNSON FREEWAY SUITE 204, DALLAS TX M43 PHONE: 972-2348893 FAX 866.3&4-8375 WWWALLPROCGI.COM FLORIDA CERTW=TE OFAUTHORRAT=527492 ACP j 11-6722 SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH SITE NUMBER: M 103XC065 SITE ADDRESS: 602 NE 96TH ST. MIAMI SHORES, FL. 33138 MIAMI-DADE COUNTY STAMP: FLORIDA REG No. 59174 RAJESH SEHGAL P.E. 12/20/12 DRAWN BY: Jv APPROVED BY: RS DATE DRAWN: 7/11/12 DATE A SUBMISSION: 90% CD I JV 07/11/12 0 SUBMISSION: 100% CDI IH 07/19/12 1 100% STRUCTURAL RUDE 12/20/12 EQUIPMENT PLANS SHEET NUMBER: A-3 *ALL DIMENSIONS SHOULD BE FIELD VERIFIED HYBRID CABLE SCHEDULE SCALE:NTS ERICSSON RRUS-11 -DIMENSIONS (H x W x D): 17.8' x 17.0' x 7.2' (INCLUDES SUNSHIELD) -WEIGHT: 55 LBS -CUMATE: -40C TO +55C (SELF CONVECTION SILENT, NO FANS, IP55) -POWER CONSUMPTION: 200 WATTS (TYP.) ERICSSON RRUS-12 -DIMENSIONS (H x W x D): 18.2' x 17.8' x 8' (INCLUDES SUNSHIELD) -WEIGHT: 60 LBS -CUMATE: -40'C TO +55C (SELF CONVECTION SILENT, NO FANS, IP55) -POWER CONSUMPTION: 200 WATTS (TYP.) 0 m RRUS CAN ONLY BE PAINTED ON SOLAR SHIELD. NOTE. REFER TO 4/A-11 FOR A2 MODULE DETAIL RRUS DETAIL V N.T.S. Em SME MANUFACTURER: RFS MODEL: APXVERRI8-C WEIGHT W/O MOUNTING HARDWARE: 55 LBS DIMENSIONS: HxWxD: 72.0'x11.Wx7.0' FREOUENCY, REFER TO RF DATA SHEET ANTENNA DETAIL 2 SCALE:3/4' = NOTE: STRUCTURAL ANALYSIS PERFORMED BY ALLPRO CONSULTING GROUP INC. AS PER ACGI #12-0318 DATED 12/20/2012. STATES THAT SPRINT'S SPRINT'S ENTIRE ANTENNA STRUCTURE, INCLUDING TOWERS, TOWER PLATFORMS, ARMS, AND ALL OTHER ASPECTS OF THE STRUCTURE THAT WILL SUPPORT THE SPRINT NETWORK VISION EQUIPMENT DEPLOYMENT ARE STRUCTURALLY SOUND FOR THE PLANNED LOAD. THE EXISTING OR PROPOSED STRUCTURE, TOWER PLATFORM, ARM, MOUNT, ETC., WILL CARRY THE PROPOSED LOAD (INCLUSIVE OF ALL RRUS, ANTENNAS, AND ANY OTHER ASSOCIATED EQUIPMENT AND/OR MATERIALS.) HIGHEST POINT OF STEEPLE TOWER 160'-6'± AGL NEW ANTENNAS PER RF DATA SHEET TO REPLACE (E) SPRINT ANTENNAS DCENTER OF SPRINT ANTENNAS 0'± AGL NEW SPRINT EQUIPMENT ON I -BEAMS ON ROOF NOTES: 1. CONTRACTOR TO FIELD VERIFY ANTENNA CABLE LENGTHS. 2. ALL MAIN CABLES WILL BE COLOR CODED AT THREE (3) LOCATIONS. 3. COLOR CODE ALL ANTENNA AND COAX WITH 2' WIDE BANDS OF COLORED TAPE WITH 1' SEPARATION BETWEEN BANDS. 4. COLOR CODE ALL TOP AND BOTTOM GROUND KITS WITH 1' WIDE BANDS OF COLORED TAPE WITH 1/2' SEPARATION BETWEEN BANDS. 5. START COLOR BANDS 2' BEYOND WEATHERPROOFING. 6. START SECTOR COLOR NEXT TO END CONNECTOR. 7. ALL MAIN CABLES WILL BE GROUNDED W/ COAXIAL CABLE GROUND KITS AT: • THE ANTENNA LEVEL • MID LEVEL IF TOWER IS OVER 200' • BASE OF TOWER PRIOR TO TURNING HORIZONTAL • TERMINATION OF COAX LINES TO JUMPERS 8. ALL NEW GROUND BAR DDWNLEADS ARE TO BE CADWELDED TO THE EXISTING ADJACENT GROUND HYBRID CABLE SCHEDULE CONSULTANT: SECTOR ALPHA BETA GAMMA HORIZONTAL 180'± 157'± 158'± VERTICAL 90'± 90'± 90'± 10% EXTRA +102 +10% +10% TOTAL 1 297'± 1 272'± 1 273'± *ALL DIMENSIONS SHOULD BE FIELD VERIFIED HYBRID CABLE SCHEDULE SCALE:NTS ERICSSON RRUS-11 -DIMENSIONS (H x W x D): 17.8' x 17.0' x 7.2' (INCLUDES SUNSHIELD) -WEIGHT: 55 LBS -CUMATE: -40C TO +55C (SELF CONVECTION SILENT, NO FANS, IP55) -POWER CONSUMPTION: 200 WATTS (TYP.) ERICSSON RRUS-12 -DIMENSIONS (H x W x D): 18.2' x 17.8' x 8' (INCLUDES SUNSHIELD) -WEIGHT: 60 LBS -CUMATE: -40'C TO +55C (SELF CONVECTION SILENT, NO FANS, IP55) -POWER CONSUMPTION: 200 WATTS (TYP.) 0 m RRUS CAN ONLY BE PAINTED ON SOLAR SHIELD. NOTE. REFER TO 4/A-11 FOR A2 MODULE DETAIL RRUS DETAIL V N.T.S. Em SME MANUFACTURER: RFS MODEL: APXVERRI8-C WEIGHT W/O MOUNTING HARDWARE: 55 LBS DIMENSIONS: HxWxD: 72.0'x11.Wx7.0' FREOUENCY, REFER TO RF DATA SHEET ANTENNA DETAIL 2 SCALE:3/4' = NOTE: STRUCTURAL ANALYSIS PERFORMED BY ALLPRO CONSULTING GROUP INC. AS PER ACGI #12-0318 DATED 12/20/2012. STATES THAT SPRINT'S SPRINT'S ENTIRE ANTENNA STRUCTURE, INCLUDING TOWERS, TOWER PLATFORMS, ARMS, AND ALL OTHER ASPECTS OF THE STRUCTURE THAT WILL SUPPORT THE SPRINT NETWORK VISION EQUIPMENT DEPLOYMENT ARE STRUCTURALLY SOUND FOR THE PLANNED LOAD. THE EXISTING OR PROPOSED STRUCTURE, TOWER PLATFORM, ARM, MOUNT, ETC., WILL CARRY THE PROPOSED LOAD (INCLUSIVE OF ALL RRUS, ANTENNAS, AND ANY OTHER ASSOCIATED EQUIPMENT AND/OR MATERIALS.) HIGHEST POINT OF STEEPLE TOWER 160'-6'± AGL NEW ANTENNAS PER RF DATA SHEET TO REPLACE (E) SPRINT ANTENNAS DCENTER OF SPRINT ANTENNAS 0'± AGL NEW SPRINT EQUIPMENT ON I -BEAMS ON ROOF NOTES: 1. CONTRACTOR TO FIELD VERIFY ANTENNA CABLE LENGTHS. 2. ALL MAIN CABLES WILL BE COLOR CODED AT THREE (3) LOCATIONS. 3. COLOR CODE ALL ANTENNA AND COAX WITH 2' WIDE BANDS OF COLORED TAPE WITH 1' SEPARATION BETWEEN BANDS. 4. COLOR CODE ALL TOP AND BOTTOM GROUND KITS WITH 1' WIDE BANDS OF COLORED TAPE WITH 1/2' SEPARATION BETWEEN BANDS. 5. START COLOR BANDS 2' BEYOND WEATHERPROOFING. 6. START SECTOR COLOR NEXT TO END CONNECTOR. 7. ALL MAIN CABLES WILL BE GROUNDED W/ COAXIAL CABLE GROUND KITS AT: • THE ANTENNA LEVEL • MID LEVEL IF TOWER IS OVER 200' • BASE OF TOWER PRIOR TO TURNING HORIZONTAL • TERMINATION OF COAX LINES TO JUMPERS 8. ALL NEW GROUND BAR DDWNLEADS ARE TO BE CADWELDED TO THE EXISTING ADJACENT GROUND PREPARED FOR: too • _ �' p a 6391 SPRINT PARKWAY OVERLAND PARK, KS 66251-4300 NOC: 800-400-6040 CONSULTANT: BAR DOWNLEADS A MINIMUM DISTANCE OF 4FT BELOW GROUND BAR (IF APPUC48LE) 9. PROVIDE BUSS BAR NEAR 8TS FOR ATTACHMENT OF WiMAX COAX GROUND KITS COAXIAL ANTENNA CABLE NOTES: 1. THE ANTENNA COAXIAL CABLE INSTALLER SWILL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING SPRINT WITH 3 TYPEWRITTEN SWEEP TESTS (ANTENNA RETURN LOSS TEST). THIS TEST SHALL BE L L P R O PERFORMED TO THE SPECIFICATIONS AND PARAMETERS OUTLINED BY THE SPRINT RADIO FREQUENCY (RF) ENGINEER. THIS TEST SHALL BE PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE SITE/ CONSULTING GROUP, INC. 2. THE COAXIAL. ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING SPRINT WITH 3 TYPEWRITTEN TIME DOMAIN REFLECTOMETER (TDR) TESTS TO VERIFY CABLE LENGTH 9VI LYNDON 8 JOHNSON FFnVAY TX SUITE D9' 75243 AND TO CHECK FOR WATER DAMAGE. PHOWE 972-231693 3. VAPOR WRAP WILL BE USED TO SEAL ALL CONNECTIONS. FAX 8W364 -8M 4. All JUMPERS TO THE ANTENNAS FROM THE MAN TRANSMISSION LINE WILL BE 1/2' JUMPERS AND WWWALLPROCGLCOM SHALL NOT EXCEED 6'-0'. MAXIMUM LENGTH FOR THE JUMPERS AT LTE BTS UNITS WILL BE FLORMCEMCATEOFAUTHOR¢ATION9274M 6'-01. ACGI j 11-6722 5. IF COAX IS BEING RE -USED FOR THIS INSTALLATION, PRE AND POST ANTENNA UNE SWEEPS ARE REQUIRED. 6. UPON COMPLETION, PROVIDE A HEIGHT VERIFICATION DEPICTING RAD CENTER AND TOP OF SITE NAME: ANTENNk MIAMI SHORES ANTENNA MOUNTING NOTES: PRESBYTERIAN 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/EIA/1I4-222; APPENDIX B FOR WIND LOADING; 'STRUCTURAL STANDARDS FOR STEEL ANTENNA CHURCH TOWERS AND ANTENNA SUPPORTING STRUCTURES' OR APPLICABLE LOCAL CODES. 2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 SITE NUMBER: "ZINC (HOT -DIPPED GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS', UNLESS OTHERWISE M 103XC065 NOTED. 3. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 'ZINC -COATING (HOT DIP) ON IRON AND STEEL HARDWARE', UNLESS OTHERWISE SITE ADDRESS: NOTED. 602 NE 96TH ST. 4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH MIAMI SHORES, FL. 33138 ASTM A780 5. ALL ANTENNA MOUNTS SWILL BE INSTALLED WITH DOUBLE NUTS AND SHALL BE INSTALLED SNUG MIAMI-DADE COUNTY TIGHT. NOTES: TE CHURCH STEEPLE 1. ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING. 2. CONTRACTOR SHALL VERIFY PROPOSED ANTENNA RAD CENTER AND ORIENTATIONS WITH SPRINT PCS PRIOR TO INSTALLATION OF ANTENNAS. 3. PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS, EXISTING TOWER AND TOWER FOUNDATION MUST BE ANALYZED BY A LICENSED STRUCTURAL ENGINEER TO VERIFY TOWER IS CAPABLE OF SUPPORTING THE PROPSED LOADS. REFER TO STRUCTURAL ANALYSIS BY OTHERS. -fl 4. CONTRACTOR SHALL REFER TO TOWER STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS. NO ERECTION OR MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER. SITE ELEVATION (FINAL CONFIGURATION) 1 FULL SIZE PLOT- SCALE: 1/16' = HALF SIZE PLOT. SCALE. 3/64' = 1'-0' 0 4' 8' 16' 32' AGL RF WARNING SIGNAGE & EMERGENCY SIGNAGE NOTE: CONTRACTOR TO CONFIRM THAT THE SITE IS COMPLIANT WITH RF WARNING SIGNAGE & EMERGENCY SIGNAGE AS REQUIRED BY THE FEDERAL GUIDELINES CONTAINED WITHIN OET 65 BULLETIN & AS PER SPRINT GUIDELINES. REFER TO SHEET E-5 FOR SIGNAGE. I IDA REG 59174 RAJESH SEHGAL PX. 12/20/12 DRAWN BY: I JV APPROVED BY: IRS DATE DRAWN: 1 7/11/12 DATE 100% SHEET TITLE: SITE ELEVATION & ANTENNA DETAILS SHEET NUMBER: A-4 V3 3114PL012 Cescede Mt03XC065 Malket Wamll West Palm MT%/BSC MIAmum3sC 21 - Let .25.863333 Lon- 4ALI 444 structure Type ROOFTOP Existbig BTS 9 Now 875 e Exlstkcg Cog ® 169 New Call D RBS Cabinet lVpe 0 rMor . term Baal Ivw tore courd mtdBQ amvdcBh Smith AN RBS 1 6102 BBS 1 6102 MW20P 0 6101 MW ZOP BBS 0 6101 CABLING -=Seda2-:. ,: --..seGto(3 t-:c-iSeotw4 Est. Cable Length () 85 85 85 NumberofCables 1 1 1 Cablel Diameter 39 mm 39 mm 39 mm Cablel Type Hybdd Cable Hybdd Cable Hybrid Cable Cablel Manalaotarer H+S H+S H+S Cablel Model 75Z999067/x=M 75Z9990671oxxM T5Z999067/xxxM NwnberofCables - - 0 0 0 Cable2 Diameter 39 mm 39 mm 39 arm Cable2 Type Hybdd Cable Hybdd Cable Hybrid Cable Cabl62 Maru fauturer H+s H+S H+S CaWe2 Motel.. - - 7SZ999 086h=M TSZ 999 OWh=M TSZ 999 066b=M Top Jumper tertgth - 3 m 3 m 3m Top.Jxonyer Type d. Immummm TSR 9517013 Cable Type Cable Memdmtumr Cable MOM TPoer Cables otbl w Ty� FbWOM FAwOM F1berOP70 Cable Mamdadmm - - Edcsson rMor . term Baal Ivw tore courd mtdBQ amvdcBh Smith AN RBS 1 6102 BBS 1 6102 MW20P 0 6101 MW ZOP BBS 0 6101 PREPARED FOR: THESE DRAWINGS ARE PREPARED BASED ON RFOS REVISION V3, DATED 3/14/12. GENERAL CONTRACTOR TO VERIFY AND INCORPORATE MOST RECENT VERSION OF THE REDS WITH ERICSSON orPA PRIOR TO CONSTRUCTION. C.C. TO USE THE MOST CURRENT RFOS. aprint 6391 SPRINT PARKWAY OVERLAND PARK, KS 66251-4300 NOC: 800-400-6040 CONSULTANT: ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FREEWAY SURE 204, DALLAS. TX 76243 PHONE 972-231693 FAX:>376 WWWALLPROCOI.COM R WDA CERfIFiCATE OFAUTIORMARDN S 27492 ACGI j 11-6722 SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH SITE NUMBER: LMktoS1IC' M 103XC065 SITE ADDRESS: 602 NE 96TH ST. MIAMI SHORES, FL. 33138 MIAMI-DADE COUNTY CABLING -=Seda2-:. ,: --..seGto(3 t-:c-iSeotw4 Est. Cable Length () 85 85 85 NumberofCables 1 1 1 Cablel Diameter 39 mm 39 mm 39 mm Cablel Type Hybdd Cable Hybdd Cable Hybrid Cable Cablel Manalaotarer H+S H+S H+S Cablel Model 75Z999067/x=M 75Z9990671oxxM T5Z999067/xxxM NwnberofCables - - 0 0 0 Cable2 Diameter 39 mm 39 mm 39 arm Cable2 Type Hybdd Cable Hybdd Cable Hybrid Cable Cabl62 Maru fauturer H+s H+S H+S CaWe2 Motel.. - - 7SZ999 086h=M TSZ 999 OWh=M TSZ 999 066b=M Top Jumper tertgth - 3 m 3 m 3m Top.Jxonyer Type 78R 95170/3 TSR 9517013 TSR 9517013 Cable Type Cable Memdmtumr Cable MOM TPoer Cables otbl w Ty� FbWOM FAwOM F1berOP70 Cable Mamdadmm - - Edcsson Ericsson Erk:asm Cable Model RPM 253 469 2boxxx RPM 253 468 2hooc RPM 253 469 2h000r Total Opto Cables - 8 9 B Coax Cable -Male -type. Coax Cable -Main -Length - Coax Cable - Main -. QWd Coax Cable -Main -Maturer Conic Cable -Main -Model Coax Cable- Mop .Wnpar- Type Coax Cable - Top A- r-Letcgth Coax Cable -Top Jumper -Courd: Coax Cable'- Top Jamper-.Manxdwhoer Cuacable=TOPA war -model Can Cable -Bottom Jwnpor-Type Coax Cable -. Bottom Jxenp w -Length Cam Cable-Safam Jumpm-Coad Cam Cable. Bottom Je rper. AAazallacta er Coax Cable -Bottom Impar -Made, PREPARED FOR: THESE DRAWINGS ARE PREPARED BASED ON RFOS REVISION V3, DATED 3/14/12. GENERAL CONTRACTOR TO VERIFY AND INCORPORATE MOST RECENT VERSION OF THE REDS WITH ERICSSON orPA PRIOR TO CONSTRUCTION. C.C. TO USE THE MOST CURRENT RFOS. aprint 6391 SPRINT PARKWAY OVERLAND PARK, KS 66251-4300 NOC: 800-400-6040 CONSULTANT: ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FREEWAY SURE 204, DALLAS. TX 76243 PHONE 972-231693 FAX:>376 WWWALLPROCOI.COM R WDA CERfIFiCATE OFAUTIORMARDN S 27492 ACGI j 11-6722 SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH SITE NUMBER: LMktoS1IC' M 103XC065 SITE ADDRESS: 602 NE 96TH ST. MIAMI SHORES, FL. 33138 MIAMI-DADE COUNTY ;'LOR>DA REG No. 59174 WESH SEHCRI P.E. 12/20/12 DRAWN BY: JV APPROVED BY: RS DATE DRAWN: 7/11/12 REVISION NO DESCRIPTION BYDATE A SUBMISSION: 90% CO JV 07/11/12 0 SUBMISSION: 100% CD IH 07/19/12 1 100% STRUCTURAL RL DE 12/20/12 SHEET TITLE: EQUIPMENT SCHEDULES & RFDS SHEET NUMBER: A-5 Combiftfs Count 2 2 2 Manufachrrer RFS RFS RFS Modal IBC1900HCr1 IBC19 H&l ISCL-WHG-1 Gain(dB) 3-9dB 3-9d8 3-9dB ;'LOR>DA REG No. 59174 WESH SEHCRI P.E. 12/20/12 DRAWN BY: JV APPROVED BY: RS DATE DRAWN: 7/11/12 REVISION NO DESCRIPTION BYDATE A SUBMISSION: 90% CO JV 07/11/12 0 SUBMISSION: 100% CD IH 07/19/12 1 100% STRUCTURAL RL DE 12/20/12 SHEET TITLE: EQUIPMENT SCHEDULES & RFDS SHEET NUMBER: A-5 GPS Active Splitter Confrouer Board Channel Card DBU Channel Card Channel Card CEEM Channel Card 1 1 1 1 1 1 1 g'I L-------- N a Tn -7-77--- ----------------� 1 \ n t 220 VAC External BBS 6102 (up to 6x 170 ah Batteries ) THESE DRAWING ARE PREPARED BASED ON RFDS REVISION V3. DATED 03/14/12. GENERAL CONTRACTOR TO VERIFY AND INCORPORATE MOST RECENT VERSION OF THE RFDS WITH ERICSSON PRIOR TO CONSTRUCTION. C.C. TO USE THE MOST CURRENT RFDS. (E; REQUEST MOST RECENT RFDS BEFORE INSTALLATION RP DUL XMU - MSSM DUL XMU - MSSM Empty 3 ------------------- Empty 13UA&PWSW 3b w m w Co rn PmIDon ., RRU$Tw -Posit 02 Empty Empty SM 63 -PoSft 84 Only 1 of 3 sectors shown Sprint Type 1 Antenna 800 X 1900 XX �O01" Joe p ri nit® 6391 SPRINT PARKWAY OVERLAND PARK, KS 66251-4300 NOC: 800-400-6040 CONSULTANT: ALLPRO CONSULTING GROUP, INC. 8221 LYNN B d01WSON FREEWAY SUITE M4, DALLAS, TX 75243 PHONE 972-237.93 FAX W rM &ii75 WWW.AUPR0C%C0M FLORIDA CEURCATE OFAUTHORRATION 927492 ACGI / 11-6722 SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH SITE NUMBER: M 103XC065 SITE ADDRESS: 602 NE 96TH ST. MIAMI SHORES, FL. 33138 MIAMI-DADE COUNTY STAMP: FLORIDA REG No. 59174 R&JESH SEHGAL P.E. 12/20/12 DRAWN BY: JV APPROVED BY: RS DATE DRAWN: 7/11/12 1 0 (SUBMISSION: 100% CDI IH107/19/121 1 100% STRUCTURAL RL IDE 12/20/12 NA GEEK SHEET NUMBER: A-6 1 � 1 I 1 1 1 MW Link 2 p or6p 1 i I Main Unit 1 1 j 1 1 1 External MbilLink Backhaul 1 20 P 2P or 6P inslailed in RBS 1 Solution OR 1 1 20 P external cabinet solution 1 I I1 L- - - - - - - - - - - - - - - - - - - - - - - -J 220 VAC External BBS 6102 (up to 6x 170 ah Batteries ) THESE DRAWING ARE PREPARED BASED ON RFDS REVISION V3. DATED 03/14/12. GENERAL CONTRACTOR TO VERIFY AND INCORPORATE MOST RECENT VERSION OF THE RFDS WITH ERICSSON PRIOR TO CONSTRUCTION. C.C. TO USE THE MOST CURRENT RFDS. (E; REQUEST MOST RECENT RFDS BEFORE INSTALLATION RP DUL XMU - MSSM DUL XMU - MSSM Empty 3 ------------------- Empty 13UA&PWSW 3b w m w Co rn PmIDon ., RRU$Tw -Posit 02 Empty Empty SM 63 -PoSft 84 Only 1 of 3 sectors shown Sprint Type 1 Antenna 800 X 1900 XX �O01" Joe p ri nit® 6391 SPRINT PARKWAY OVERLAND PARK, KS 66251-4300 NOC: 800-400-6040 CONSULTANT: ALLPRO CONSULTING GROUP, INC. 8221 LYNN B d01WSON FREEWAY SUITE M4, DALLAS, TX 75243 PHONE 972-237.93 FAX W rM &ii75 WWW.AUPR0C%C0M FLORIDA CEURCATE OFAUTHORRATION 927492 ACGI / 11-6722 SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH SITE NUMBER: M 103XC065 SITE ADDRESS: 602 NE 96TH ST. MIAMI SHORES, FL. 33138 MIAMI-DADE COUNTY STAMP: FLORIDA REG No. 59174 R&JESH SEHGAL P.E. 12/20/12 DRAWN BY: JV APPROVED BY: RS DATE DRAWN: 7/11/12 1 0 (SUBMISSION: 100% CDI IH107/19/121 1 100% STRUCTURAL RL IDE 12/20/12 NA GEEK SHEET NUMBER: A-6 PREPARED FOR: NEW (3) PANEL ANTENNAS : r I n t® p QIP (1) PANEL ANTENNA PER SECTOR 60 (REFER RF DATA SHEET) (REFER 2&4/A-4 - 2/A-11) I 1 ON (E) 2" STD (2.375' OD X 0.154- W) KS 6 2 1-4300 OVERLAND PARK, KS NEW RRUS MOUNTING PIPE NOC: 800-400-6040 (4) PER SECTOR (3) SECTORS, 12 TOTAL (REFER 3/A-4 - 1/A-11) NEW AZ = 270' CONSULTANT: NEW RIS MOUNTED TT NEW SUPPORTS ATTACHEDTO N/AALLPRO- INTERIOR PENTHOUSE WALL W/ �" HILD HY 150 ADHESNE ANCHORUNISTRUT BOLT MIN. 4.25" EMBEDMENT CONSULTING GROUP, INC. ON CONCRETE WALL 9221LYNDON B JOHNSON FREEWAY SURE 294, DALLAS, TX 75243 p� PHONE 972-231-M r0 FAX 986384$375 WWWALLPROCGLGOM FLORIDA CERTffICATE OFAUTHORVATION 627492 �Q9 ACCI III 11-6722 f 1 SITE NAME: 1 ► MIAMI SHORES 1 ► PRESBYTERIAN CHURCH gh 4 POSED ANTENNA PLAN -FINAL FULL SIZE ' 3 NOT USED SITE NUMBER: PLOT: SCALE: 1/4- - 1'-0" FULL SIZE PLOT: SCALE: 1/4' = 1'-0" M103XC065 TRUE HALF SIZE PLOT: SCALE: 1/8" = 1'-0" TRUE HALF' SIZE PLOT: SCALE: 1/8" = 1'-0" NORTH 0 1 2 4 8' NORTH SITE ADDRESS: 0 1 2 4 8' 602 NE 96TH ST. MIAMI SHORES. FL. 33138 MIAMI-DADE COUNTY STAMP: Q�. _(E) GAMMA AZ = 270' (E) (6) PANEL ANTENNAS (2) PANEL ANTENNA PER SECTOR N/A FLORIDA REG (REFER RF DATA SHEET) No. 59174 RAJESH SEHGAL P.E. 12/20/12 DRAWN BY: JV APPROVED BY: RS F DATE DRAWN: 7/11/12 REVISION NO DESCRIPTION BY DATE 1 A SUBMISSION: 907. CD JV 07/11/12 1 ► 0 SUBMISSION: 100% CD IH 07/19/12 ► f 1 100% STRUCTURAL RL DE 12/20/12 1 1 1 f 1 f i ► SHEET TITLE: ENLARGED ANTENNA " 2 EXISTING ANTENNA PLAN NOT USED PLANS SHEET NUMBER: FULL SIZE PLOT: SCALE 1/4" 1'-0- FULL SIZE PLOT: SCALE: 1/2" = 1'-0" NTRUE ORTH HALF SIZE PLOT: SCALE: 1/8" = 1'-0" HALF SIZE PLOT. SCALE: 1/4" = V-0" �� I 0 1 2 4 8' 0 1' 2' 4 ANTENNA AND CABLE COLOR CODING (3 Ssctared / Multiple RF Channels) Assuming a Bans and antennas FOR: jprint' 6391 SPRINT PARKWAY OVERLAND PARK, KS 66251-4300 NOC: 800-400-6040 ~� Techooloav Color Cods ♦� aEr1 s� s�7„a awe cow 3-3� TooVlew LM0.m4•m4aanQi ...��HfiNWX 8eef8 mn 6aum _pe ExaMple - Sector 1 and Cable 3 (1DENI 1 Alpha 1 No Tape No Ta~ 1 2 No Tape No Tape CONSULTANT: L L P R 0 CONSULTING GROUP, INC. 8221 LYNDON B JOHNSON FREEWAY SUITE 204, DALLAS, TX 75243 PHONE:erz-2314xt FAX 866175 WWWALLPROM.COM FLORM CERTIFICATE OF AUTHORIZATION s vase ACEI A 11-6722 1 3No Tape ) Tape 1 4 White No Tape No Tape 1. 5 N o Tape: No Tape 1 6 .y No Tape No Tape 1 7 No Tape: N4 Tape 1 S x_ 1 No.Tape . No Tape 2..E3ete. 1 No - 22' 2:No Ta 2 3 No Ta .. - ,.w_._ .._ _ . _ 1. Color Band to be 2' wWo on main. thw. woo oto, Y coZ' batvmw lor n&. 3. Color tnarW an Jumpers 1' wide wl 1'space. 4. Start aNa harxis 2' beyond weatherMooflng. 5. Start Sector Color next to end connector. roF.nt Con& Cross Band Coupler 3 ANTENNA & CABLE COLOR CODE SCALE: N.T.S. 5 COAXIAL CABLE COLOR CODE SCALE: N.T.S. First Ring WEN CDMA WIMAX 2 FREQUENCY COLOR CODE SCALE: N.T.S. A NOT USED T SCALE: N.T.S. .� NOT USED SCALE: N.T.S. SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH SITE NUMBER: M103XC065 STAMP: SITE ADDRESS: 602 NE 96TH ST. MIAMI SHORES, FL. 33138 MIAMI-DADE COUNTY FLORIDA REG No. 59174 RAJESH SEHGAL P.E. 12/20/12 DRAWN BY: JV APPROVED BY: RS DATE DRAWN: 7/11/12 DATE A SUBMISSION: 90% CD JJV 07/11/12 0 SUBMISSION: 1007. CD IH 07/19/12 1 1100% STRUCTURAL RL I DE 1 12/20/12 SHEET TITLE: (E) COLOR CODING NUMBER: A-8 PREPARED FOR: ISE RRU a1 Sector ondRin Third Ring g jprint' To RRU Power Input To RRU Fiber Input lAlpha 1ape ape NoTape NoTape 6391 SPRINT PARKWAY OVERLAND PARK, KS 66251-4300 1ape !I!Mi No Tape NOC: 800-400-6040 v JFBrer rS1C �e 8IIPourer`- 1ape No TapeDC ape NoTapeCONSULTANT: FwUai 1 ape NoTape 71,W o Tape No Tape O Tape NoTape Example - sector 2. Cable 2, 000mrm Radio #1F^ AL L P R O Hybrid 213eta 1 `"'T NoTape CONSULTING GROUP, INC. Cable 2 "%' '�r� '' NoTape 9221LYNDONBJOWWNFREEWAY SURE 204, DAUM, Tx 75243 Sector #2 Cable 02NoTape 2 4IWhite lWhite `�'F� NoTape. NoTape Example — Sec13x 3, Cable 1,1900mhz Rao7o#1 PHONE:972-231-8&93 FAX X75 WWN I.COM FLORIDA CERMUTE OFAMORMAMM 527492 ACGI 11-6722 SITE NAME: _ 2 6 T "' No Tape DC Fiber j r h p NoTape MIAMI SHORES Power—'{ 8" NoTape PRESBYTERIAN 3Com z Example — Sector 1, CabIe 4, 800 MhZ Rad10 #1 CHURCH 3 i ; ,, y , and 1900mhz Radio#1 SITE NUMBER: y M 103XC065 341White lWhite White NOTE: HYBRID CABLE WILL BE MARKED IN A SIMILAR MANNER AS COAX CABLE DESCRIBED IN THE "ANTENNA & CABLE COLOR CODE" DETAIL LOCATED ON THE SHEET. THE MAIN "TRUNK" OF THE HYBRID CABLE WILL NOT BE MARKED WITH THE FREQUENCY CODE AS THE HYBRID CABLE IN MANY CASES WILL CONTAIN ALL 5 7rfm 3 SITE ADDRESS: 602 NE 96TH ST. MIAMI SHORES, FL. 33138 MU1MI—DADE COUNTY STAMP: TECHNOLOGIES. THE INDIVIDUAL POWER PAIRS AND FIBER CABLES WILL BE LABELED WITH BOTH THE FREQUENCY AND SECTOR CABLE MARKINGS. Sedor#2 Sector $2 Cabe #4 cable #4 800 Radio #1 1900 Radio #1 Sprint NV Color Code Fiber Hybrid cable COAXIAL CABLE COLOR CODE SCALE: N.T.S. Sprint Sprint Sprint Hybrid Fiber & DC Cable Colors @ DC Cable Frequency Indicator, to Carrier DC to Color RBS RRU ALPtw BETA CaAtRrt0. Side A Side B 800 #1 .41'1" ��., ;.. CDMA < . %�..,; , GREEN / WH1rE Black / Gray . Cross Band Coupler 1900 # 1 "�„)lam ` ,:l LTE RED l BLACK Black / G 1900 —#2 CDMA ” ,�Y4U,"oW _ , " Wnt -Bk 8 Red-Blk Leads Black / Gra CDMA, °„ Blue a Grange Leads Black 1 Gray , � 1900 # 4 ``K"411ow ' . 1a ;: LTE I Will Gn-BK & Or -BK Leads Black /Gray Black RberSpare 1 No DCepare Na _ fz Frequent Indicator ID FLORIDA REG No. 59174 RAJESH SEHGAL P.E. 12/20/12 DRAWN BY: JV Color tape from H & S for Identification Install coned Sprint color code during instaliatlon Hybrid Cable ID 1 Red -Green /Sector Alpha 2 Red -Green /Sector Beta 3 Red -Green /Sector Gama . 4 Red -Green /Sector Delta 5 Red Green / Epsobn a Rea -Green / zeta _ 61)0#1 Yella 1900#1 1PI:+� iq f, " r- wµ=. �'" °'' APPROVED BY: RS DATE DRAWN: 7/11/12 REVISION 1900#2 Reserved �teiltr Vii/ Reserved "LD1 , Reserved Yellovm: Sector BM Redo #1 1900Radlo#1 NO DESCRIPTION BY DATE SUBMISSION: 90% CO JV 07/11/12 0 SUBMISSION: 100% CD IH 07/19/12 1 100% STRUCTURAL RL DE 12/20/12 Reservedeilii+nr"" "" White 1600#1 �ellzn, SHEET TITLE: NEW COLOR CODING SHEET NUMBER: 3 HYBRID CABLE COLOR CODE2 SCALE: N.T.S. FREQUENCY COLOR CODE SCALE: N.T.S. .� ANTENNA & CABLE COLOR CODE A_9 SCALE: N.T.S. MANUFACTURER: ERICSSON MODEL: GLOBAL BASE FRAME (GBF) 6102 WEIGHT: <44.0 LBS. X OT OUNTING HOLE TOP VIEIW I I /-ROS 6102 CABINET I I/ I f rn FRONT VIEW 5 GBF DETAIL "�" 61oz SCALE: N.T.S. RBS 6102 eGLOBAL BASE FRAME MANUFACTURER: PCTEL MODELI: GPS -TMG -HR -26N DIMENSIONS: 5.0'H x 3.2'D WEIGHT: 0.6 LBS. H FRAME 1/2' COAX CABLE MAIN GROUND BAR 4 GPS ANTENNA SCALE: N.T.S. ERICSSON RBS DIMENSIONS 51.18'W x 27.56"0 x 066.93'H WEIGHT "884 LBS. MINIMUM CLEARANCES FRONT 27.56' SIDES 1 197 REAR 1 7.87 'FMW WN ON TIE TABLE M LURES MWAL 3M MUL PRDYIDED BY ERNS M "WOW SIAINN ON TIE TABLE mm GLOBAL BASE FRAME, PROaD BY ERASSOp 2� FRONT 2 ERICSSON RBS SCALE: N.T.S. ej SIDE NEW SPRINT GPS ANTENNA STEEL PIPE GROUNDING CLAMP BJURNDY TYP GAR /6 GROUND WARE TYPO -OLE LUG GROUND MOT 06 GROUND MOT WIRE RBS 6102 GLOBAL. BASE FRAME e NEW RBS 6102 OR BBS 6102 NEW GLOBAL BASE FRAME (INSTALLED W/ RBS 6102 WY 1/2' 0 GALV. M.B. EACH CORNER PER MANUFACTURERS SPECIFICATIONS (TYP) (E) W -BEAM 3 CABINET MOUNTING SCALE: N.T.S. BBS 6102 '&Mff SHOWN ON THE TABLE O CLUM AGM BATTERS$ "WEIGHT SHOWN ON TIE TABLE RJCLUOES " SWIRES ES "'WEIGHT $HpW11 04 THE TABLE 48R. EACH (OF MAIL 6) 170 M SM" ""WMff SHBNN ON TIE TABLE 48V. 650 Ah (WM 51.18" ERICSSON BBS SCALE: N.T.S. 32_6A" sm BBS 6102 FOR: )> imprint° 6391 SPRINT PARKWAY OVERLAND PARK, KS 66251-4300 NOC: 800-400-6040 CONSULTANT: ALLPRO CONSULTING GROUP, INC. 9711 LYNDON BJOHNSON FRELVAY SUITE 294, DALLAS. TX 75143 PHONE 97&231.8&93 FAX 4-M WWWALIPRDCGLCOM FLOMDA CEMCATB OF AUTHORIZATION a 27492 ACG / 11-6722 SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH SITE NUMBER: M103XC065 STAMP: SITE ADDRESS: 602 NE 96TH ST. MIAMI SHORES, FL. 33138 MIAMI-DADE COUNTY FLORIDA REG ERICSSON BBS DIMENSIONS RAJESH SEHGAL 51.18'W x 32.68"D x 57.28H WEIGHTS JV 4449.74 - 56&79 LBS. "491.63 - 654.77 195. BATTERY WEIGHTS 7/11/12 "' 523.6 LBS. ••" 2.904 LBS. MINIMUM CLEARANCES FRONT 31.00' SIDES 1 &00" REAR 1 6.00' '&Mff SHOWN ON THE TABLE O CLUM AGM BATTERS$ "WEIGHT SHOWN ON TIE TABLE RJCLUOES " SWIRES ES "'WEIGHT $HpW11 04 THE TABLE 48R. EACH (OF MAIL 6) 170 M SM" ""WMff SHBNN ON TIE TABLE 48V. 650 Ah (WM 51.18" ERICSSON BBS SCALE: N.T.S. 32_6A" sm BBS 6102 FOR: )> imprint° 6391 SPRINT PARKWAY OVERLAND PARK, KS 66251-4300 NOC: 800-400-6040 CONSULTANT: ALLPRO CONSULTING GROUP, INC. 9711 LYNDON BJOHNSON FRELVAY SUITE 294, DALLAS. TX 75143 PHONE 97&231.8&93 FAX 4-M WWWALIPRDCGLCOM FLOMDA CEMCATB OF AUTHORIZATION a 27492 ACG / 11-6722 SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH SITE NUMBER: M103XC065 STAMP: SITE ADDRESS: 602 NE 96TH ST. MIAMI SHORES, FL. 33138 MIAMI-DADE COUNTY FLORIDA REG No. 59174 RAJESH SEHGAL P.E. 12/20/12 DRAWN BY: JV APPROVED BY: RS DATE DRAWN: 7/11/12 REVISION U SHEET TITLE: DETAILS SHEET A-10 RRUS 5 RRUS SCALE: N.T.S. MANUFACTURER: ERICSSON DIMENSIONS: HxWxD: Tgo VOLUME 10.76 LITERS WEIGHT. 21 LBS EXTERNAL CONNECTIONS: o �c�y��y� ooao 0000 iiiii...i�iii 0000 0000 iiiiiiiiiii iiii iiiiiiii0;.o.i � 0000 0000 ii iii iii i 0000 0000 iiiiii;a%0 iiiiiiiiiii - 19.1' RRUS 5 RRUS SCALE: N.T.S. MANUFACTURER: ERICSSON DIMENSIONS: HxWxD: 12.8'x15.0'x3.4' VOLUME 10.76 LITERS WEIGHT. 21 LBS EXTERNAL CONNECTIONS: 2x ;f6 DIN ANT CONNECTIONS POWER IN AND POWER OUT TO RRU EXTERNAL RET 4 A2 MODULE DETAIL SCALE: N.T.S. NEW RRUS (4) PER SECTOR (3) SECTORS (12) TOTAL MOUNTED TO WALL W/ UNISTRUT SUPPORTS (REFER RF DATA SHEET) WALL i UNISTRUT SUPPORTS 4CHED TO WALL W/ iILTI HY 150 ADHESIVE ANCHOR T W/ MIN. 4.25' EMBEDMENT CONCRETE WALL NEW COMBINERS (E) 16 AWG (GREEN) INSULATED FILTER FROM SECTORED ANTENNA - GROUND BARS (AGB) I RRUS ON PENTHOUSE WALL SCALE: N.T.S. RRUS NOTE DO NOT USE CABLE SUPPLIED HOISTING GRIP END OR PROTECTIVE SKIRT FOR SQUID TO HOIST CABLE. SEPARATE SUPPLIED HOISTING GRIPS TO BE USED. MASTERUNE EXTREME HYBRID RRH POWER k DATA TRANSMISSION CABLE 3 NEW CABLES SCALE: N.T.S. NEW RRUS MOUNTED TO PENTHOUSE WALL W/ UNISTRUT SUPPORTS (REFER RF DATA SHEET) W/ (12' MIN SEPARATION) NEW COMBINERS (2) PER SECTOR NEW (TING PIPE NEW COMBINER (SEE NOTE) NOTE: COMBINERS SHALL BE MOUNTED ON NEW ANTENNA MOUNTING PIPE WITH MANUFACTURES MOUNTING BRACKET. 6 COMBINER MOUNTING DETAIL SCALE: N.T.S. NEW HOSE CLAMP NEW FILTER NEW MOUNTING PIPE 7 FILTER MOUNTING DETAIL SCALE: N.T.S. (E) 2' STD (2.375' OD X 0.1 MOUNTING PIPE NEW MOUNTING 81 SUPPLIED W/ANTE (TY') NEW MOUNTING BRACKET SUPPLIED W/ANTENNA (TYP) NEW ANTENNA, PER PLAN TRET. RFl1S 2 ANTENNA MOUNTING SCALE: N.T.S. WALL J' HILTI HY 150 ADHESIVE ANCHOR BOLT W/ MIN. 425' 1n1 EMBEDMENT ON II CONCRETE WALL USE (E) BRACKET NEW UNISTRUT SUPPORTS NEW 6' ANTENNA ATTACHED TO MOUNTED TO (E) NEW 3' X-STR WALL MOUNTING PIPE (3.5' OD X 0.M'W) NEW RRUS ON ANTENNA MOUNTING PIPE PENHOUSE WALL NEW COMBINERS e NEW 800 MHZ FILTER &FILTER (1) PER SECTOR PENTHOUSE WALL BACK VIEW SIDE VIEW WITH 6' P10TE: (E) 2' STD ANTENNA CONCRETE (IF DIFFERENT PLEASE NOTIFY (2.375' OD X 0.154' W) ALLPRO CONSULTING GROUP, INC FOR MOUNTING PIPE REDESIGN PREPARED VrI nt" 6391 SPRINT PARKWAY OVERLAND PARK, KS 66251-4300 NOC: 800-400-6040 ALLPRO CONSULTING GROUP, INC. 9121 LYNDON S JOHNSON FREEWAY SUITE 294. DALLAS. TX 75243 PHONE. 972-231 03 FAX:868m, 9 75 WWWALLPROCGI.COM FLORIDA CE TITICATE OF AUTHORPATION #V492 ACGI 111 11-6722 SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH SITE NUMBER: M 103XC065 STAMP: SITE ADDRESS: 602 NE 96TH ST. MIAMI SHORES, FL. 33138 MIAMI-DADE COUNTY FLORIDA REG No. 59174 RAJESH SEHGAL P.E. 12/20/12 DRAWN BY: JV APPROVED BY: RS DATE DRAWN: 7/11/12 A SUBMISSION: 90% CD I JV 07/11/12 0 ISUBMISSION: 100% COI IH 07/19/121 1 100% STRUCTURAL RLIDE 12/20/12 DETAILS NUMBER: A-11 PREPARED FOR: ELECTRICAL NOTES: 1. ALL B.EGRICAL WOW S OLL CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (N.EC.). MTD APPLICABLE LOCAL CODES• 2. GROUI M SHV4LL COMPLY WITH ARTICLE 250 OF NATIONAL ELECTRICAL CODE or 3. ALL ELECTRICAL RIMS SHW1 BE U.L APPROVED OR LISTED. p 4. ALL WIRES SWILL BE AWG MIN $12 TMCJ COPPER UNLESS NOTED. ti 5. COt+0UCi0RS SHALL BE lN6TALLFD IN SCHEDULE 40 PVC CONDIIT UNLESS NOW OTHERWISE E � SPRINT MUM CT WTCH AND PPC CABINET WITH �� 6391 SPRINT PARKWAY IAMACOID LABEL , LE TIERS I• IN HEIGHT. 7 RROUTEGUIDING O�DDl1CTORS ALONG THE SHORTEST AND STRAIGHTEST PPATHHOC: OVERLAND PARK, 66251-4300 800-400 0-6040 POSSIBLE SENO GROLIVQING !FADS WITH A MINIMUM 87 RADIUS. 8. DIGAGE AN AVDEPEADENT TOM FIRM TO TEST AND VERIFY THAT RESISTANCE DOES NOT DICEED 5 OHMS TO GROW. TEST GROUND RING RESISTANCE PRIOR CONSULTANT: TO MAKING FINAL GROUND CONECTIONS M WIRASTRUCIURE AND EQUIPMENT O O MUM AND OTHER OPERATIONAL TESTIS SHALL BE WITNESSED BY SPRINTS REPREWITALNE 9. PROVIDE PULL BOXTS AND JUNCTION SUM WHERE REWIRED SO THAT CONDUITBEAD °°' °`DFALLPRO ,a OBTAIN POTMITS AND PAY FEES RELATED TO ELECTRICAL Weil( PERFOTdIED ON THIS PROJECT. DELIVER COPIES OF ALL PERMIITS TO SPRINT FEPRESEMATNE 11. SCHEDULE AND ATIDTD INSPECTIONS RELATED M ELECTRICAL WOW REQUIRED BY .IIRISOICTION PAM AUTHORITY CORIW AND PAY FOR ANY WORK REOUIIRID TO CONSULTING GROUP, INC. PASS ANY FAILED INSPECTION. 8221 LYNDON 8 JOHNSON FREEWAY 12. REOLM AS -GUILTS ARE M B: DEUVERED M SPRINT REPRESENTATNE. SUITE 204, DAUM, TX M43 DETAIL DETAIL 13. TWO COPES OF OPERATION AND MAINITMa TME -RING IN TME - PHONE 972 -MI -M 3 SCALE: 1/2'= 1'-0' 2 SCALE: 1/2"= ,'-0' 14. FURNISH AND INSTALL THE COMPLETE ELECTRICAL SERVICE, TELCO CONDUIT. AND WWWALLPROCGI.ODM FLoRmAUERmCATEOFAUTHOMATION927492 THE COMPLETE PLETE GROU DING SYSTEM 11-6722 15. ALL WOW SWILL BE PERFORMED IN STRICT ACCORDANCE WITH ALL AOPUC48LEBUILDING X r E; AND LOCAL MED IN MANhUk AM AM j ABBREVIATIONS: SHALL BE APPRD& Of sPaM ^� SITE NAME: l �� CONDUCT ATM �DlnoNsAW A "� " IAMI SHORES MIAMI " 7ED"�VENDOR F AMPEREFRAME CA PRIOR OF C 17PROJECT STUESAND FINISHES FROM DAMAE REAR TO ORIGINAL PRESBYTERIAN C AE BAR x CONDITION MY DpD AREA NEW (1) 2.0 RGS CONDUIT G GROUND ,& OEMY BM OEM NOT MOAD FASHION WBIB CHURCH ROUTED FOR POWER FROM KWH IOLOMWTT HOUR BY OTHERS 90 RA TOR CHARGED ALOORI11NaY. RB CAL OF Dffl% SHALL BE COORD[W= WRH THE SITE NUMBER: RBS CABINET TO POWER CABINET MGB MICE MASTER GROW BAR MAIN CIRCUIT BFDKER DINNERS RFPRESENrAT11fE DEBRIS SHALL BE RE,IOVED FROM ,► PROPERLY AND M 103XC065 PVC POLYVINYL CHLORIDE OF LEGALLY. j NEW (i) 2'0 RGS CONDUIT P POLE UPON C 19. 11PAV COMPLEIION OF WOK THE SITE SHALL 8E CLEAN AND FREE OF OUST AND ROUTED FOR FIBER FROM RIAC RIg0 METAL CONDUIT SITE ADDRESS: I RBS CABINET TO (E) TELCO CABINET SN SOUR NEUTRAL 20 TO ANY q TCONTACTLOCAL UTILITY 10 VERIFY LOCATION OF ANT' 602 NE 961?! ST. I NEW MV FIBER RUN TO INSTALLED V VOLT DOS1iC BIDED SOMI E ODIUM MIAMI SHORES, FL. 33138 I FPL EQUIP. ON (E) H FRAME W WRE 21. DOCUMENT GROUND (TMD INSTALLATION AND CONNECTIONS TO IT WITH MIAMI-DADE COUNTY I 0 PHASE PHOTOGRAPHS PRIOR TO 34(7fF WNG SITE PRESENT PHOTO ARCHIVE AT SITE TPU NCH LIST WALK TO SPRINT'S RUNESEIQTATNE. STAMP: NEW GPS ANTENNA(REFER 4/A-10) ONrEW (E) H -FRAME W/ POWER/TELCO CABINET (3) 1 3/16' HYBRID CABLE PER SECTOR d d (REFER 3/A-11) E.NEW MV CABINET ON (E) H -FRAME VOC VDC \ on NEW +24VDC CONDUIT POWER I LEGEND: L ssS°ET MV BBS CABINNET FLORIDA REG ® XA ITT HOUR METER No. 59174 NEW (1) 2"0 FLEX CONDUIT R&JESH SEHGAL P.E. 12/20/12 \ R� ROUTED FOR FIBER FROM Aw COPPR GROUND BAR MOUNTED D ON ISIAATORS DRAWN BY: iv BY: RS CABINET TO (E) TELCO CABINET�_ CIRCUITAPPROVED L USING UOUID-TIGHT CONDUIT do NIPPLE CONNECTORS DATE DRAWN: 7/11/12 S TOGGLE LIGHT SNTCH REVISION OJ &WnON BOX NO DESCRIPTION BY DATE 0 (2i0M II ST WILL A SUBMISSION: 90% CD JV 07/11/12 0 SUBMISSION: 100% CD IH 07/19/12 fxOTFERIdiC BONG COMVECTION 1 100% STRUCTURAL RL DE 12/20/12 Q 5/8" DA X 10'-0r COPPER -CLAD STEEL GROUND ROD 125 VOLT NEMA CONFIGURATION 5-201 DUPLEX RECOITACL.E MOUNTED 16' AFF —P— POWER WIRING SHEET TITLE: UTILITIES SITE PLAN —T— TELCO WRNG UTILITIES 1 —G— GROG W E SITE PLAN TRUE —F FINER WIRE SHEET NUMBER: NORTH E-1 (E) GENERATOR RECEPTACLE (DELIVERED WIRED FROM MANUFACTURER) (E) BTS (E) 100A/2P FOR (E) BTS (E) 2'0 CONDUIT - 352, 156 GRND. CU, THHN/THWN PREPARED 200A O (E) 120/24M 1 PHASE, 3 YORE. 200AMPS ELECTRICAL METER p n - (E) 2- C- 3/3/0 156 GRND. CU, THHN/THWN (E) 200AMPS/2P MAIN BREAKER, MANUAL TRANSFER SYMTCH (MTS) MANUFACTURED INSIDE ELECTRICAL PANEL (E) TELCO CABINET 1DOA/2P BREAN TO BE USED FOR RBS 6102 NEW AAV CABINET NEW (1) 2"0 RGS J 2*0 CONDUIT (RGS) - 1 CIRCUIT CONDUIT FOR FIBER NEW (1) 2.0 (353, 156 GRND. CU. THHN/THWWN-2) CONDUIT FOR FIBER n ELECTRICAL & TELCO ONE -LINE RISER DIAGRAM 4- N.T.S. Ericsson MM -BTS RBS 6102 Alarm Contact Severity Owner Comments Color Code BTS Scan Point 1 (IWO) Utility Power Failure NC Major Service Assurance RBS/Right 0VP1/A4 White/Blue BTS Scan Point 2 (1200) Generator Failure NC Minor Field Services RBS/Right OVP1/A5 White/Orange BTS Scan Point 3 (1201) Generator Running NC Minor DRMS Only RBS/Right OVP1/A6 White/Green BTS Scan Point 4 (1202) Generator Low Fuel Threshold Readied INC Major Field Services RBS/Right OVP1/A7 White /Brown BTS Scan Point S (9000) Tower Top Light Failure, NOTAM Required NC Major Service Assurance RBS/Right OVP1/A5 White/Slate BTS Scan Point 6 (9100) Tower Side Light Failure, no NOTAM NC Minor Service Assurance RBS/Right OVP2/A2 Red/Blue BTS Scan Point 7 (~2008) 1900#1 DBU Fan Failure (cable supplied internal) INC Major Field Services RBS/Right OVP2/A3 White/Brown BTS Scan Point 8 (2008) 1900#2 DBU Fan Failure (able supplied intemal) NC Major Field Services RBS/Right OVP2/A1 White/Brown BTS Scan Point 9 (20081 8DO DBU Fan Failure (able supplied internal) HC Major Field Services RBS/Left OVP1/AI White/Brown BTS Scan Point 10 User Defined from Standards Column A Only NC 1 FAN RBS/Right OVP1/A8 Red/Orange BTS Scan Point 11 User Defined from Standards CoYann A Only NC RBS/Right OVP2/A4 Red/Green BTS Scan Point 12 User Defined from Standards Column A Only INC RBS/Right OVP2/A5 Red/Brown BTS Scan Point 13 User Defined from Standards Column A Only NC RBS/Right OVP2/A6 Red/Slate BTS Scan Point 14 User Defined from Standards Column A Only NC RBS/Right OVP2/0.7I Black/Blue BTS Scan Point IS CBmate Alarm BBS 6102 (Cable suppled) NC Field Services I RBS/Right OVP1/A2 Red/Orange BTS Scan Point 16 Open Door BBS 6102 (Cable supplied) INC Field Services I RBS/Right OVP1/A1 I Black/Brown ' NC = Normally Closed (Closed contacts with no alarm condition) GNQG - Global Network OpeFations Ceeter 0 BTS ALARM WIRE SCHEMATICS v N.T.S. TO AAV FIBER LOCATION NOTE: CABLE PROVIDED k INSTALLED BY AAV. CONDUIT PROVIDED k INSTALLED BY OEM. EXISTING EQUIPMENT ELECTRICAL LOADS TO BE PROVIDED BY A LICENSED ELECTRICIAN. NEW RBS 6102 120/24OV,lo, 3W Incoming Voltage 240 20DA, BUS, IOKAIC_, _ F10511NG PANELSCHEDUIE Z. NEW BBS 6102 NEW +24VDC CONDUIT ROUTED FOR POWER FROM BBS CARINEi TO AAV CABINET Circuit# AMPS Pales Description Description Poles AMPS circ ltN M4, BW, 2 6751 SURGE 2 6D 8 Z Descriptim QraRereaker. Ow{t0 ANPS Poles Dexdvftn DesaipNai AWS Polea AS 6ra4to 1 1110 4 2 WM 2 METROCELL 2 70 U 5 20 1 GEN CHARGER GFI 1 20 11 6 10 1 FAN EMPTY 1 12 12D/24W, 20.3W 1n ln6Voltalie 240' M4, BW, !Oradt Breaker Descriptim QraRereaker. Ow{t0 ANPS Poles Dexdvftn DesaipNai AWS Polea AS 6ra4to 1 1110 2 NEW RBS SIAtGE 2 7 2 R a2 Bow EMPTY 2 N 5 20 1 GEN 011WGEt 6Fl 1 20 11 6 10 1 FAN EMPTI 1 12 .� PANEL SCHEDULE SUMMARY N.T.S. 6391 SPRINT PARKWAY OVERLAND PARK, KS 66251-4300 NOC: 800-400-6040 CONSULTANT: 0. ftanwo ALLPRO CONSULTING GROUP, INC. 9221 LYNDON B JOHNSON FREEWAY SUITE 204, DALLAS, TX 75243 PHONE 972.231403 FAX 866-3648375 WWWAL PRDCr.I.COM FLORfDA CERTIRCATE OF AUTHORIZATION # 27492 ACP 5 11-6722 SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH SITE NUMBER: M 103XC065 STAMP: SITE ADDRESS: 602 NE 96TH ST. MIAMI SHORES, FL. 33138 MIAMI-DADE COUNTY FLORIDA REG No. 59174 RAJESH SEHGAL P.E. 12/20/12 DRAWN BY: JV APPROVED BY: RS DATE DRAWN: 7/11/12 A SUBMISSION: 90% CD JV07/11/11 0 SUBMISSION: 100% CD IH 07/19/12 1 100% STRUCTURAL RL DE 12/20/12 SHEET TITLE: POWER/TELCO DIAGRAMS E-2 N/A n NOT USED G N/A 1 NOT USED NOTE: REFER TO SHEET E-4 FOR GROUNDING PIANS FOR FINAL CONFIGURATIONS. NOTE REFER TO SHEET E-4 FOR GROUNDING PLANS FOR FINAL CONFIGURATIONS. 4. GRIND OFF GALVANIZING IN AFFECTED AREA. EXOTHERMICALLY WELD J2 CONDUCTOR AT 6 INCHES ABOVE GRADE OR FOUNDATION. WHICHEVER IS HIGHER. CONSULTANT: COLD-GALV AFTER. EXOTHERMICALLY WELD OTHER END TO GROUND. .� 5. GROUND CONDUCTORS ON EXTERIOR WALL OF SHELTER SHALL BE ENCASED IN 3/4' PVC CONDUIT TO GRADE MOUNT PVC WITH GALVANIZED 'C' (LAMPS. SEAL PREPARED FOR: GROUNDING NOTES: L L P R 0 & FOLLOWING COMPLETION OF WORK, CONDUCT GROUND TEST. SUBMIT WIRTTEN 1. ALL DOWN CONDUCTORS AND GROUND RING CONDUCTOR SHALL BE J2 AWG, TEST TO CONSTRUCTION MANAGER AND PROJECT MANAGER. SOLID, BARE. TINNED COPPER, UNO. ALL CONNECTIONS TO GROUND RING SHALL BE EXOTHERMICALLY WELDED. CONDUCTOR SHALL BE A MINIMUM DEPTH BELOW 7. ALL GROUNDING WORK SHALL COMPLY WITH CARRIER(S) STANDARDS. GRADE OF 30 INCHES OR TO THE LEDGE. MINIMUM BEND RADIUS SHALL BE 8 , P r i n INCHES. CONDUCTOR SHALL BE AT LEAST 24 INCHES FROM ANY FOUNDATION, UNO. B. GROUNDING REQUIREMENTS SHOWN ON THIS PLAN ARE FOR ITEMS THAT ARE 2. ELECTRICAL SERVICE GROUND ROD SHALL BE COPPER CLAD STEEL, HARGER, LOCATED NEAR GRADE LEVEL AND THAT NEED TO BE TIED TO THE BELOW GRADE T&B, ERICO OR EQUIVALENT. 6391 SPRINT PARKWAY FLORIDA CEMCATEOFAUTHORVAMONi27492 OVERLAND PARK, KS 66251-4300 3. WHERE MECHANICAL CONDUCTOR CONNECTIONS ARE SPECIFIED. BOLTED. NOC: 800-400-6040 COMPRESSION -TYPE CLAMPS OR SPLIT -BOLT TYPE CONNECTORS SHALL BE USED. SPRINT'S SSEO DOCUMENTS 3.018.02.004 'BONDING, GROUNDING AND TRANSIENT 4. GRIND OFF GALVANIZING IN AFFECTED AREA. EXOTHERMICALLY WELD J2 CONDUCTOR AT 6 INCHES ABOVE GRADE OR FOUNDATION. WHICHEVER IS HIGHER. CONSULTANT: COLD-GALV AFTER. EXOTHERMICALLY WELD OTHER END TO GROUND. .� 5. GROUND CONDUCTORS ON EXTERIOR WALL OF SHELTER SHALL BE ENCASED IN 3/4' PVC CONDUIT TO GRADE MOUNT PVC WITH GALVANIZED 'C' (LAMPS. SEAL r TOP ENDS. L L P R 0 & FOLLOWING COMPLETION OF WORK, CONDUCT GROUND TEST. SUBMIT WIRTTEN - - - - TEST TO CONSTRUCTION MANAGER AND PROJECT MANAGER. CONSULTING GROUP, INC. 7. ALL GROUNDING WORK SHALL COMPLY WITH CARRIER(S) STANDARDS. 9221 LYNDON 8 JOHNSON FREEWAY GROUND ROD EXOTHERMICALLY WELDED SURE 204, DALLAS, TX 75243 B. GROUNDING REQUIREMENTS SHOWN ON THIS PLAN ARE FOR ITEMS THAT ARE PHONE 9722318693 FAX: 88&3"75 LOCATED NEAR GRADE LEVEL AND THAT NEED TO BE TIED TO THE BELOW GRADE WWWALLPROCM.COM GROUND RING. FLORIDA CEMCATEOFAUTHORVAMONi27492 AM J 11-6722 9. UNLESS NOTED OTHERWISE, ALL GROUNDING SHALL BE IN ACCORDANCE WITH SPRINT'S SSEO DOCUMENTS 3.018.02.004 'BONDING, GROUNDING AND TRANSIENT PROTECTION FOR CELL SITES', AND 3.018.10.002 'SITE RESISTANCE TO EARTH SITE NAME: TESTING'. ALL GROUNDING SHALL ALSO COMPLY WITH ALL STATE AND LOCAL MIAMI SHORES CODES. AND THE NATIONAL ELECTRICAL CODE (NEC). PRESBYTERIAN 10. THE GROUND RING SHALL BE INSTALLED WITHIN 18 TO 24 INCHES FROM THE EQUIPMENT PAD FOUNDATION OR EQUIPMENT PLATFORM. CHURCH 11. GROUND RODS SHALL NEVER BE SPACED HORIZONTALLY CLOSER THAN TWICE SITE: NUMBER: THE GROUND ROD LENGTH. M 103XC065 12. UNLESS NOTED OTHERWISE, ALL GROUNDING CONNECTIONS SHALL BE MADE BY AN EXOTHERMIC WELD. SITE ADDRESS: 13. NOTIFY THE CONSTRUCTION MANAGER 24 HOURS IN ADVANCE WHEN THE 602 NE 96TH ST. BURIED GROUND RING IS INSTALLED SO THAT A REPRESENTATIVE CAN INSPECT THE MIAMI SHORES, FL. 33138 GROUND RING BEFORE IT IS BACKFILLED WITH SOIL. MIAMI-DADE COUNTY 14. RESISTANCE TO EARTH TESTING IS REQUIRED PER SNC STANDARDS ON ALL STAMP: NEW SITES. GROUNDING LEGEND: SYMBOL DESCRIPTION ► EXOTHERMIC WELD - - - - GROUND CONDUCTOR • MECHANICAL CONNECTION - - - GROUND ROD EXOTHERMICALLY WELDED TO GROUND RING a INTERIOR GROUND LEAD —0— CHAIN LINK FENCE 61L l RGA 59174 RAJESH SEHGAL P.E. 12/20/12 DRAWN BY: JV APPROVED BY: RS DATE DRAWN: 7/11/12 REVISION 100% ZOUNDING PLANS (NOT USED) NUMBER: E-3 NEW PANEL ANTENNA (REFER RF DATA SHEET) NEW RET (REFER RF DATA SHEET) NEW JUMPER CAI CAOWELD (TYP.) (R_ (E) SECTOR GROUND BAR (CGB) t t t t It t (E) /2 AWG (GREEN) INSULATED FROM SECTORED ANTENNA GROUND BARS (AGB) ANTENNA TO RRUS MOUNTED ON INSIDE OF PENTHOUSE WALL 2 ANTENNA GROUNDING (FINAL) SCALE: 1/4' = 1'-0" 0 1' 2' 4' a. (E) GROUND BAR (LOCATION TO BE FIELD VERIFIED BY G.C.) 82 AWG GROUND M NEW BBS TO TIE M TO (E) GROUNDING SYS M (REFER 2/E 6) LUG CONNECTION .) (LOCATION TO BE FIE LD VERIFIED BY G..) I BBS R� ---- j L 1GROUNDING PLAN (FINAL) FULL SIZE PLOT: SCALE: 1/a' = 1'-0" TRUE HALF SIZE PLOT: SCALE: 1/8" = V-0' NORTH Irm 0 1 2 4 8' NEW RRUS (4) PER SECTOR (3) SECTORS (12) TOTAL MOUNTED TO PENTHOUSE WALL W/ UNISTRUT SUPPORTS (REFER RF DATA SHEET) CADWELD (TYP.) (REF 1/E-6) (E) 16 AWG (GREEN) INSULATED FROM SECTORED ANTENNA GROUND BARS (AGB) - - - - - - - - - - - - - - - - - - - - - - - #2 AWG GROUND FROM NEW GPS TO TIE INTO (E) GROUNDING SYSTEM (REFER 2/E-6) B2 AWG GROUND FROM NEW AAV TO TIE INTO (E) GROUNDING SYSTEM (REFER 2/E-6) 82 AWG GROUND FROM NEW RBS TO TIE INTO (E) GROUNDING SYSTEM (REFER 2/E-6) /2 AWG GROUND FROM NEW GLOBAL BASE FRAME TO TIE INTO (E) GROUNDING SYSTEM (REFER 2/E-6) PENTHOUSE WALL UNLSTRUT SUPPORTS ICHEO TO PENTHOUSE WALL W/ ULTI HY 150 ADHESIVE ANCHOR f W/ MIN. 4.25" EMBEDMENT ON CRETE WALL NEW COMBINERS k FILTER (E) SECTOR GROUND BAR (CGB) GROUNDING LEGEND: SYMBOL DESCRIPTION ► EXOTHERMIC WELD — — — — GROUND CONDUCTOR • MECHANICAL CONNECTION — — GROUND ROD EXOTHERMICALLY WELDED TO GROUND RING INTERIOR GROUND LEAD —0— CHAIN LINK FENCE PREPARED FOR: sprint' 6391 SPRINT PARKWAY OVERLAND PARK, KS 66251-4300 NOC: 800-400-6040 ULTANT: ALLPRO CONSULTING GROUP, INC. 9221 LYNDON 8 JOHNSON FREEWAY SURE 204, DALLAS, TX 75243 PHONE 972-231,1 FAX 856364-8375 WWWALLPRDCC4.COM FLORIDA CERTIFICATE OF AUTHORIZATION 927492 ACGI 1 11-6722 SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH SITE NUMBER: M 103XC065 SITE ADDRESS: 602 NE 96TH ST. MIAMI SHORES, FL. 33138 MIAMI-DADE COUNTY STAMP: ;IDA REG 59174 RAJESH SEHGAL P.E. 12/20/12 DRAWN BY: JV APPROVED BY: RS DATE DRAWN: 7/11/12 A SUBMISSION: 90CD JV 07/17/12 0 SUBMISSION: 100% CDJ IH 07/19 12 1 100% STRUCTURAL RL I DE I 12/20/12 NDING PLANS (FINAL) SHEET NUMBER: E-4 PREPARED FOR: r �•, bH sem; . �,�ctw .c s. ; �s ^� ,`, print'n 6391 SPRINT PARKWAY ti '.tea F OVERLAND PARK, KS 66251-4300 NOC: 800-400-6040 CONSULTANT: a oS L L P R 0 CONSULTING GROUP, INC. 9221LYNDONBJOHNSONFREEWAY SUITE 294, DAUM, TX 75243 NOT USED FCC NOTICE SIGNAGE PHONE 972-231.8&93 FAK1003"75 6 Sf/ILE: N.T.S.WWWALLPROCGI.COM 5 SCALE: N.T.S. FLORB)ACERTWMTEOFAUTHORVATION@27492 ACGI j 11-6722 NOTE. SITE NAME: CG SML REFERENCE SECTION 114 MIAMI SHORES . ry ' CONNECTING THE POWER PRESBYTERIAN suPPLY" OF THE ERRICS ICSSON RIM r INSTALLATION DOCUMENTS, FOR ALL CONNECTION SPECIFICATIONS. CHURCH h vgggg SITE NUMBER. M103XC065 . y b F SITE ADDRESS: 602 NE 96TH ST. MIAMI SHORES, FL- 33138 � Y W MIAMI-DADE COUNTY STAMP: z ' POWER CONNECTOR STRIPPED CABLES FROM OC POWER SUPPLY � 4 RF WARNING SIGNAGE3 SCALE: N.T.S. POWER CONNECTION AT RRUS SCALE: 1/2" = V-0" NOTE ONLY ONE OF THE SPD VARIANTS IS USED® CABLE CLAMP INSCRIPTION o ® CG SHALL REFERENCE SECTION 10 'CONNECTING THE POWER SUPPLY' A REG 2W+N+PE 200/100 - No. 59174 240/120 V AC OF THE ERICSSON RBS 6102 INSTALLATION DOCUMENTS, FOR ALL RAJESHSEHGAL P.E. 12/20/12 DRAWN BY: JV PCF (POWER CONNECTION FlLTER) CONNECTION SPECIFICATIONS. APPROVED BY: RS CONNECTION SCHEMATIC DEHN SPD USED ZHONGGUANG SPO USED CABLE GLAND o DATE DRAWN: 7/11/12 2W+N+PE 200/100 - 240/120 Adoption mork� Adoption mark[- ° o REVISION Input terminal block NO DESCRIPTION BY DATE X1 NPOWERSUPPCPLBLES PL1L2 ° FROM DC �pa�C A SUBMISSION: 90% CD JV 07/11/12 0 SUBMISSION: 100% CD IH 07/19/12 20 19 18 17 16 15 14 13 12 11 L1 L2 L3 N N 1 100% STRUCTURAL RL DE 12/20/12 PE N L3 1-2 Lt O 01010101010 O O O � ° — — SPD 0 0101 0101010 0 0 0 SPO ®� ^ o PEN L2 L1 1098765432 1 PE PEo . ° Mains 00 G -e-0-0 O o o SHEET TITLE: '° 0 ELECTRICAL DETAILS 0 O SHEET NUMBER: 2 AC POWER CONNECTION AT RBS SCALE: .� DC POWER CONNECTION AT RBS E-5 N.T.S. SCALE: N.T.S. I TIN COATED - BURNDY LUG BOLT SIZE 16 AWG GREEN INSULATED YA6C-2TC38 SOUD COPPER BUSS BAR /2 AWG SOLID TINNED YA3C-2TC38 3/8' - 16 NC S 2 BOLT 12 AWG STRANDED PER SPRINT SPECIFICATIONS S/S FLAT WASHER (TYP.) /2/0 AWG STRANDED 6 AWG FROM ANTENNA CABLE GROUND KIT 3/8' - 16 NC S 2 BOLT 2 HOLE, LONG BARREL TINNED S/S BOLT (TYP.) 1/2* - 16 NC S 2 BOLT S/S SPLIT WASHER (TYP.) SOLID COPPER LUG (TYP.) NOTE: MINIMUM OF 3 THREADS DRAWN BY: JV S/S FLAT WASHER (TYP.) ` TO BE VISIBLE (TYP.) APPROVED BY: RS DATE DRAWN: 7/11/12ION NO S 1) ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING COPPWALLER GROUND REVISION S/S FLAT WASHER (TYP.) GROUND BAR BOLT(TYP) ICE BRIDGE,�OOR TYPE VN TYP N TYPE SS 2) SPLIT WASHERS. OR ON ANTENNA TOWER NO DESCRIPTION BY DATE 3) COAT WIRE END WITH ANTI -OXIDATION COMPOUND O O O O O O S/S NUT (TYP.) PRIOR TO INSERTION INTO LUG BARREL AND CRIMPING. Q O O O O p O O O O S/S SPLIT WASHER (TYP.) APPLY ANTI -OXIDATION COMPOUND BETWEEN ALL LUGS O ��HERRY INSULATOR CHER AND BUSS BARS PRIOR TO MATING AND BOLTING. *TWO HOLE LUG, OR INSTALLED IF REQUIRED EXOTHERMIC WELD TO BE GROUNDING SHALL BE PER SPRINT SPECIFICATIONS USED WITH %2 AWG BCW TO ELIMINATED WHEN GROUND BUILDING SERVICE GROUND BAR IS ELECTRICALLY TYPE W TYPE VS OR GROUND RING BONDED TO METAL TOWER GROUNDING - GENERAL LUG DETAIL 6 (FRONT AND BACK ATTACHMENT) SCALE: N.T.S. NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 2. WEATHER PRDDFlNG SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. COAX JUMPER (TYP) CONNECTOR WBtl+ RI KR (TYP) SEE NOTES TO ANTENNAS TX1/RX1 WATERPROOFING KIT RX2 Z �) r- L-- '--- ---- L:: L GROUND KIT (TYP) I 7 - ANTENNA CABLE TO RBS EQUIPMENT (TYP) TO GROUND RING - A ANTENNA GROUNDING KIT `r SCALE: N.T.S. WIRE SIZE BURNDY LUG BOLT SIZE 16 AWG GREEN INSULATED YA6C-2TC38 3/8* - 16 NC S 2 BOLT /2 AWG SOLID TINNED YA3C-2TC38 3/8' - 16 NC S 2 BOLT 12 AWG STRANDED YQC-2TC38 3/8' - 16 NC S 2 BOLT /2/0 AWG STRANDED YA26-2TC38 3/8' - 16 NC S 2 BOLT g4/0 AWG STRANDED YA28-2N 1/2* - 16 NC S 2 BOLT NOTES - 1. FT - 1. ALM. HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL ALL HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER, GROUND BAR, GROUND LUG, FLAT WASHER AND NUT. 2. COPPER SHIELD, ANTIOX, CR NO -OX OR EQUIVALENT SHALL BE PLACE WHERE ALL DISSIMILAR METALS CONNECT. 3. ALL LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 2 MECHANICAL LUG CONNECTION SCALE: N.T.S. /6 AWG COPPER ANTENNA GROUND BAR, WITHOUT INSULATORS. BONDED DIRECTLY TO TOWER TO GROUND RING c GROUNDWIRE INSTALLATION %J SCALE: N.T.S. 0.0000Q�0— 7 ]Q 2-= -_- 2.000 3:999- 3.500- 4.000— NO. WBKT1 WALL BRACKET 3 12" GROUND BAR SCALE: N.T.S. uo� voi voi uoi uoi uoi voi voi voi u1 N o p _:C4 MANUFACTURER: HAM FOR: �print 6391 SPRINT PARKWAY OVERLAND PARK, KS 66251-4300 NOC: 800-400-6040 CONSULTANT: ALLPRO CONSULTING GROUP, INC. 9221 LYNOON 8 JO MN FREEWAY SUITE 204. DAUAS. 7X 75243 PHONE:972-231.8893 FAX BW364M WWWAUPR=I.COM FLOWA CERTIFICATE OF AUTHOWATM #27492 ACGI / 11-6722 SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH SITE NUMBER: M 103XCO65 SITE ADDRESS: 602 NE 96TH ST. MIAMI SHORES, FL. 33138 MIAMI-DADE COUNTY BURNDY GROUND LUG (SEE HEAT SHRINK TABLE FOR SIZE AND MODEL) (CLEAR) 4 � �FLORIDA 5620 (4) 4370 (26) r FEG. () GROUNDING NUT CONDUCTOR MANUFACTURER: HAM FOR: �print 6391 SPRINT PARKWAY OVERLAND PARK, KS 66251-4300 NOC: 800-400-6040 CONSULTANT: ALLPRO CONSULTING GROUP, INC. 9221 LYNOON 8 JO MN FREEWAY SUITE 204. DAUAS. 7X 75243 PHONE:972-231.8893 FAX BW364M WWWAUPR=I.COM FLOWA CERTIFICATE OF AUTHOWATM #27492 ACGI / 11-6722 SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH SITE NUMBER: M 103XCO65 SITE ADDRESS: 602 NE 96TH ST. MIAMI SHORES, FL. 33138 MIAMI-DADE COUNTY BURNDY GROUND LUG (SEE HEAT SHRINK TABLE FOR SIZE AND MODEL) (CLEAR) 4 � �FLORIDA r FEG. () GROUNDING NUT CONDUCTOR � TYPE 2-YA-2 TYPE XA TYPE YA-2 � T No. 59174 RAJESH SEHGAL P.E. 12/20/12 S/S SPLIT WASHER (TYP.) DRAWN BY: JV S/S FLAT WASHER (TYP.) ` APPROVED BY: RS DATE DRAWN: 7/11/12ION REVISION GROUND BAR BOLT(TYP) TYPE TA TYPE VN TYP N TYPE SS TYPE GY NO DESCRIPTION BY DATE A SUBMISSION: 90% CD JV 07/11/12 BURNDY TWO HOLE LUG WITH 0 SUBMISSION: 100% CD IH 07/19/12 1 100% STRUCTURAL RL DE 12/20/72 LONG BARREL FOR 16 AWG STRANDED OR EQUIVALENT TYPE W TYPE VS _TYPEE_—G TYPE BARE WIRE TO BE NO -OX AT BOTH ENDS NOTE: SHEET TITLE: GROUNDING DETAILS /6 AWG STRANDED ERICO EXOTHERMIC 'MOLD TYPES' SHOWN HERE ARE EXAMPLES. CONSULT WITH PROJECT MANAGER FOR SPECIFIC MOLDS GREEN INSULATED TO BE USED FOR THIS PROJECT. SHEET NUMBER: EXOTHERMIC WELD E_6 SCALE: N.T.S. r o PREPARED FOR: print'a 6391 SPRINT PARKWAY OVERLAND PARK, KS 66251-4300 NOC: 800-400-6040 ANTENNA ANTENNA (TYP-) MOUNT CONSULTANT: (TYP.) RRURRUS (TYP-) (TYP-)(TYP.) RRUS NOTE: L L P R GND WIREGND INSU� DJNEW� I I 16 AWG INSULATED WIRE 16 AWG INSULATED GND WIRE IACCI ALL NEW GROUND BARS SHALL BE TIED TO (E) GROUND RING OR BONDED TO (E) GROUND BARS EXOTHERMIC CONNECTION ■ MECHANICAL CONNECTION O GROUND KIT NOT USED 5 SCALE: N.T.S. CONSULTING GROUP, INC. 9221 LYNIM SUS �' Dom' TX 75249 PHONE: 972-231.8893 FAX �3"7e FLOFMACEMFrATEDDFAUTHORVATION#27492 02 SOLID TINNED ! D ynRE (TYP_)NEW JUAM NEW BLE (EACFI SECTOR) RB SPRINT CABINET (TYP.) �� I JUMBER CABLE JUMBER CABLE 02 AWG STRANDED #2 STRANDED SECTOR BBS INSULATED GR011ND NEW I GND WIRE (M'.) GND WIRE (TYP.) L BAR �.) ® GPS L — — — — #2 AWG STRANDED ° / 11-6722 OBAL BASEGOF FRAME) SITE NAME: MIAMI SHORES PRESBYTERIAN CHURCH NSULATED — — — — — — — — — — — GND WIRE (TYP.) ° TO R85 mm SITE NUMBER: M 103XC065 I SITE ADDRESS: NEW HYBRID CABLE 602 NE 96TH ST. (1) PER SECTOR I MIAMI SHORES, FL. 33138 MIAMI-DADE COUNTY GROUNDING DETAIL 4 SCALE: N.T.S. /2 AWG I I•• EQUIPMENT GROUND BARCD M 82 SOLID COPPER TINNED GROUND WIRE 1' TO EXISTING GROUNDING (2 TYP.) NOTE: CONTRACTOR SHAD. INSTALL A 2'x5' HOLE CG SHALL REFERENCE SECTION 3.5 'EARTH GROUND BAR IN THE GROUNDING THE BASIC BASE FRAME' OF THE GBF OF THE RBS AND ERICSSON GBF INSTALLATION DOCUMENTS, BOND TO EXISTING FOR ALL CONNECTION SPECIFICATIONS. GROUNDING SYSTEM 3 GBF GROUNDING DETAIL Luc c°NNEcrI°" SCALE: N.T.S. T GROUND RING co 0 0 GROUNDWIRE. PER PLAN STAMP: i i FLORIDA REG No. 59174 RAJESH SEHGAL P.E. 12/20/12 ®ID 0 > NOTE: CGSHALL REFERENCE SECTION 8.3.2 F'EARTH GROUNDING THE RRUS 11' OF THE ERICSSON RRUS INSTALLATION DOCUMENTS, FOR ALL CONNECTION SPECIFICATIONS. RRUS, PER PLAN TM INLET COVER NOTE: CG SHALL REFERENCE SECTION 8 'GROUNDING THE CABINET' OF THE ERICSSON RBS 6102 WSTALLATION DOCUMENTS, FOR ALL CONNECTION SPECIFICATIONS. GROUNDWIRE, PER PLAN DRAWN BY: iv APPROVED BY: RS DATE DRAWN: 7/11/12 REVISION NO DESCRIPTION BY DATE A SUBMISSION: 907. CD JV 07/11/12 0 SUBMISSION: 100% CD IH 07/19/12 \ 1 100% STRUCTURAL RL DE i2/20/12 \\ LUG CONNECTION Y SHEET TITLE: LUG CONNECTION GROUNDING DETAILS GROUNOWIRE. PER PLAN SHEET NUMBER: E-7 2 -RRU GROUNDING DETAIL SCALE: N.T.S. .� GBF GROUNDING DETAIL SCALE: N.T.S. APP40\vEJ _ � BY PATE 7 /3 5L-DG DEPT z C": t r3 `S EJECT 10 CGNIPI.!,`NC WI fN AI_L EU AL STATE ?,PJLj CUA I ( SUES AND REGIJLATIOPJS