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CC-12-1568Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 184046 Permit Number: CC -8 -12 -1568 Scheduled Inspection Date: January 22, 2013 Inspector: Bruhn, Norman Owner: CHURCH, Job Address: 602 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: BETACOM INCORPORATED Permit Type: Commercial Construction Inspection Type: Anal Building Work Classification: Alteration Phone Number (305)754 -9541 Parcel Number 1132060141410 Phone: (813)986 -4922 Building Department Comments UPGRADE TELECOMMUNICATIONS EQUIPMENT TO EXISTING FACILITY Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Inspector Comments CREATED AS REINSPECTION FOR INSP - 184023. jason 954.213.8078 ,-142 i Paint to match tower. NB Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. CANCELLED ON INSPECTION VOICEMAIL January 18, 2013 For Inspections please call: (305)762 -4949 Page 13 of 27 m011131N11111111111111 1111111111111111111111111111 NOTICE OF COMMENCEMENT FN 2012R061!326 eA RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION ©' E50 Pe 0720' ( tae } RECC ORRDDED 08/30/2012 13e15233 jii 2 9 HARVEY RUVINv CLERK OF COURT PERMIT NO. TAX FOLIO NO. I 1'321) -01' ^/ qI D MIAMI -DADE COUNTY' FLORIDA LAST PAGE STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is- provided in this Notice of Commencement. 1. Legal description of property and street / address: PA IA-no 5fORES SEe 2 P13 10 -31 1-075 1 /0 10 Zlve. 62 i ) LbTstzE rpe 6v A-se o2 a!E qfv St. ,nn1.u.nar51.1,0reg 2. Description of improvement: Upgrade Existing T Mobile wireless equipment at existing wireless {+oilrl y. 3. Owner(s) name and address: T- MO15IL.E 600 CONCORD TERRACE #200, SUNRIE, FL 33323 Interest in property: LEASE Name and address of fee simple titleholder: dor/41.Pas1- Prt 519 Y`kncvr ehvrrl, U5, bOZ NC 1Q St rN�a.� %, ft 33I 274'2 4. Contractor's name and address: 14E+ (h /Tot. 9331 1' FawteC ,41r'P. 7Lloethi0SSAS' / FL 33,M2 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: N/A Amount of bond $ 6. Lender's name and address: N/A 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specked) Signature of S % er Print Owner's Name [EE•.s_ct' Sworn to and subscribed before me this .3C day of 'J y'S 1- , 20 Notary Public: Print Notary's Name: My commission expires: Prepared by Pominik Swaby Address: 4101 Ravenswood Rd, Suite 201 rt Lauderdale, (=L 33312 rC r E, O. F HLi7Frd»`�r,lli prlgin4al Nod in ,hl Ai chi- T �„ �lx3i ' „! '1 pJ NF1R1/TAl i J VIN, CLERK, o Circuit end County Courts Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 TV:LH PERMIT APPLICATION Permit Type: 0UILD JOB ADDRESS: 602 NE 96th St . City: Miami Shores County: Miami Dade zip: 3 313 8 Folio/Parcei #: 11-3206-014-1410 FB Permit No. ��^^ Master Permit NoC C- -1 901( M1)1>>--3 IVED AUG 202012 ROOFING Is the Building Historically Designated: Yes NO %q Flood Zone: OWNER: Name (Fee Simple Titleholder): f% AAk 1 S R- & P11-4656\6-6k' Phone#: &S. - 1 5-4 —q b q Address: City: 1r g ) State: Zip: 33) 3 6 Tenant/Lessee Name: Phone#: Email: ail PJU-%c+3 (0. p& SPc— o rET CONTRACTOR: Company Name: 6 e. +acorn &rm.. Phone#: $13.9$(0 -49aa Address: R351 E. Cot 4A. Au E. City: '(hon000s SSZ State: 'rr �,.,. Zip: 3359& Qualifier Name: Rona tel Moone,/ Phone#: 813 - 986 • tleta'1o1 State Certification or Registration #: 51511 n 1 Certificate of Competency #: Contact Phone#: %13 - 41( .0a1 a Email Address: +attxtlistbl 8CO -Y1t e . torn DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 2- 7 i' S O 0 Square/Linear Footage of Work. Type of Work: UAddition tAlteration ONew ORepair/Replace motion Description of Work: Upgrade telecommunications equipment to existing facility Color thru tile: Submittal Fee $ II - Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ *F ********** 0* *** * * * *0 *0 *0 *0**** * * *0***0 * *0 ** CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. CC -8 -12 -1568 Issue Date: Not Issued Expires:Not Issued Folio Number:1132060141410 Owner's Name: CHURCH Job Address: 602 96 Street Miami Shores, FL Owner's Phone: Total Square Feet: Total Job Valuation: (305)754 -9541 0 $ 27,500.00 Contractor(s) BETACOM INCORPORATED Phone Primary Contractor (813)986 -4922 Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 8/20/2012 : Yes Comments: Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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. Owner or Agent The foregoing instrument was acknowledged before me this,] 0` The foregoing instrument was acknowledged before me this 1011 day of = 201 a, by , day of kVA+ , 20 is , by Ronald Moor,gy o is • iso r . 1 known • sir= or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. Signature Con NOTARY PUBLIC: Sign: Print: NOTARY PUBLIC: Sign:. t _\_fl . Lfr r J /VI eL I'd 4 PUBU�TATE OF FLORIDA Print ...Cana . "; 1�, £4i„ % e" ' = ;Sylvia Halter My Commission Expire Commission # EE098053 5-j1 y„mN,o•' Expires: JUNE 08, 2015 BONDED MU ATLANTIC BONDING CO., INC. • ********** *# *+k*************************** Ask ****** **R*******#BrQk***** APPROVED BY � fJ1ans Examiner My Commission Expires: " ENA N MILLER _* .__ Commission # EE 020599 Expires November 28, 2014 Bonded Thni Troy Fain insurance 800- 385.7019 Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10/07)Revised 06/10/2009)(Revised 3115/09) MIAMNDADE COUNTY Building 11805 SW 26th Street Miami, Florida 33175 -2474 786 -315 -2100 miamidade.gov NOTICE TO MIAMI -DADE COUNTY BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER T FLORIDA BUILDING CODE I (We) have been retained by to perform special inspector services under the Florida Building ode at the Aid 0 11 3 6.02 WE 57- project on the below listed structures as of (date). I am a registered architect or professional engineer licensed in the State of Florida. Process Numbers: ❑ Special inspector for piling, FBC 1822.12.0 ❑ Special inspector for trusses over 35 ft. long or 6 ft high 2319.17.2.4.2 ❑ Special inspector for reinforced masonry, FBC 2122.4 pecial inspector for steel connections, FBC 2218.2 Special inspector for soil compaction, FBC 1820.3.1 ❑ Special inspector for precast units & attachments per FBC 1927.12 ❑ Special inspector for Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection* Julius Castillo 2. John (3uibra yo 3. Todd Ryba 4. Ricardo Piax * Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I, (we) will notify Miami -Dade County Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site of reference by the Miami -Dade County Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The County building inspections, as required by the Florida Building Code, must be performed by the County. The County building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project o ltli rplaabove meet the intent of the Florida Building Code and are in substantial accordance with the approvedvialit A p% i ®���y•�eCENS�••`.�,� ® Engineer /Architect ID m No 68312 •:cp Name MIGhaeI A. Phillips yr Signed and SdItIr • a .� 0. oOd o P'� Q�9 G 0 6 ,o, Date: (print) Address 340 te 0 Lakeside Drive, S IZS. Miramar, FL. 33oZi Phone No. v54- 874 -7870 123_01- 121 6/06 . 1 DATE „PRESBYTERIAN A 7/17/12 PRELIMINARY 0 7/23/12 r m 1 b.1 , ___...„ et,___:::,L , EVIAM , ,.,P,710 SE-1102E2 urmr,:.5..ei,1 • s 02 NE 96th ST 9- E:Ci ?,‘-1 1 DATIV1 'PI MI SHORES, FL 33138 , ZONG IG , MIDI 1 1 3A ., stick together® STVLICTJP,AL 1 ELECTR CAL DRAWN BY: LTE OVERLAY LOCAL MAP SCOPE OF ,WORK---- INDEX OF DRAWINGS DE5-16-1+—ORITERIA t. . ',- 4 f ' * '--;7 .a..,-L.,4ov—r---12 .,,,, p-141- - - ./K-i.--- .,, iTt..= cut , .„:„-ar, ,,,,, ,,...„ B.- i„., ' ro,..-a-- 111"1„yoltt , . 4 ±.0---T??.,'_, ”, ., ' ''''' ' ' 1% ,.;. , W'-, -- - F ' '''14 L-12'; --' -- 1 k, A, ,I. •:: IN rs,n, r, -2.71 .4).'"rr'- -1 71' ` LI -- '' ,'''' ' 14' -V - ...,, .,, -n= f,,,--' - 1' , 9 , ..se.....,zi m.-5'..,., !-- ---, '--'L.:, , , , p tr.;.,' — , NSTALLATION OF NEW UNMANNED T—MOB, 14:,AF,LEgP,MMUNI EQUIPMENT AND NEW AND REPLACEMENT ANTENNA& -1514 a ROOFTOP. CONNECTIONS TO EXISTING P9WER SUPPLY. TIONS ISTING —WEN-STRUCTURE DESIGN WIND SEED: 175 M H (ULTIMATE, 3—SECOND GUST) EXPOSURE: C RISK CATEGORY: II SHE NO. DESCRIPTION REV. NO. Ti TITLE SHEET 0 fl MECHANICAL i T2 NOTES 0 Cl ROOF PLAN 0 C2 EXISTING EQUIPMENT PLAN 0 ---t-- y-.,.14--- - ' ,,...f.fi 4-4 ,--,-, :Tr- -7.. mr-----z H E---Ln , - r-,,,,,, _ n 46; '7 ''' 'IL, PROPERTY SU MARY CONT1-\CTS C3 PROPOSED EQUIPMENT PLAN 0 97 , ..„.1 „.: SITE LOCATION ., ... A , 'J:110 , C4 ANTENNA LAYOUTS 0 NI lir, FOLJO #: 11-3Z.P6-01-4=1 410 LATITUDE: 25 51 AP_ELLCAE , c].. tarna: r '''''''''71 f '-`,- t „.- -.. - ' Er7,-, vim .-& ir '.1 El'4f, dr 711 ri L, Li _ , . ,-442.t41,'T'L, I 4 An . , ,-7-,...-t,..., ,-, f --,,,-- -14:,--,,:f-7j Sr • ,,,,,,,,i ' 1 ) , 'M.7.4 'al t41al COW ,:vi , ,{ ,. , ,, . - , ';'. r V ' ' 1 , ' , if - , ,j , r-, '' C5 SOUTH ELEVATION 0 C6 DETAILS 0 LONGITUDE: 80* 11' 6.39" W ZONING JURISDICTION: CITY of kilitigfiaRffp COMP ZONING CLASSIFIC.ATION: INSTITUTI9PAITE AND COUNTV T—MOBILE USA Avillitolc6.7061cb PRPZ,TER_Ablc,,,EERAL PAINEARDANZAILATTC,0L2 , ' c7 DETAILS 0 El ELECTRICAL AND GROUNDING NOTES 0 E2 ELECTRICAL ROUTING PLAN 0 LEGAL DESCRIPTION PROPERTY OWNER CONTACT: E3 ELECTRICAL DETAILS 0 - •'=:=a il: '77' "7 A -, LANDLORD: MIAMI SHORES PRESBYTERIAN CHURCH ADDRESS: 602 NE 96th STR EET CITY, STATE, ZIP: MIAMI SHORES, FL 33138 4, 44-C t.,4-:_frii '. —4 1 t* s 441.4 *44, -.Tzar — - — ::',Q,,,,--,j4---= ',,*-"',`' E4 GROUNDING DETAILS 0 MIAMI SHORES SEC 2 PB 10-37 LOTS 1 TO 10 INC BLX 61 LOT SIZE IRREGULAR VICINITY MAP ,..„„,,,,,,,-- , ‘'''' . % -- _,--, - .-,,-;If 4 , ;" . , ,,,;„;„_201 ,, 06,., , , ,,_, ,.. . - . 4.- - '''' 1 li.' ' Vag - - - 7- , ri-g - • , 4 *--- .- , - - -,- -f .- ,, , APPLICABLE CODES "*. IX . - , THE CONTRACTOR WORK SHALL COMPLY WITH ALL APPUCABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) OVER THE LOCATION. THE EDITION E AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. BUILDING CODE FLORIDA BUILDING CODE (FBC) 2010, FIRST PRINTING. ELECTRICAL CODE. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, NATIONAL ELECTRICAL CODE, 2008 EDMON. MECHANICAL CODE: FBC MECHANICAL CODE 2010. FIRE CODE: 2010 FLORIDA FIRE PREVENTION CODE, LIGHTNING PROTECTION CODE: NFPA 780 EDITION THE CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION E FOLLOWING STANDARDS. AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF 5 i ttL CONSTRUCTION, LRFD 13th EDITION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222—G, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS. INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM, IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT. IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY .,, „ ' AND "HIGH SYSTEM EXPOSURE"). 3 TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS, TELCORDIA GR-1503, COAXIAL CABLE CONNECTIONS, ANSI T1.311, FOR TELECOM — DC POWER SYSTEMS — TELECOM. ENVIRONMENTAL PROTECTION. -:-. -- at7r:.A1 _ -V - ' : '-'''' ..,. ..,:e L--- -- - . - 1.1 • .„,...41 , - , _ ...4. 7- ' „ ,,,„, A --, ',..k, ,, .,,-,,,. ..... — ' , ;114$ '-'•°"' - ' , - - ,-,,,,-„,,,ii I ?„: , _ t ,-,-, ',v.' RF DESIGN VERIFICATION DESIGN BASED ON RFDS VERSION V1. CONTRACTOR SHALL REQUEST CURRENT RFDS PRIOR TO CONSTRUCTION -.• - . . ,. ' ' BY MICROSOFT buesIS & MIPS 20W 4d L 0,022-paa DRIVING DIRECTIONS FROM T—MOBILE'S S OFFICE HEAD EAST ON 1-595 TO FLORIDA'S TURNPIKE, HEAD SOUTH ON TURNPIKE FOR 11.6 MILES TO 1-95, CONTINUE SOUTH FOR 0.8 MILES TO ON I-95 FOR 3.9 MILES TO EXIT 8A (NW 95th ST), HEAD EAST ON 95th N MIAMI AVE, TURN LEFT AND HEAD NORTH FOR 1 BLOCK TO NW 96th ST, TURN RIGHT AND HEAD EAST FOR 0.9 MILES TO SITE ON RIGHT SIDE OF ROAD. I I" REV DATE DESCRIPTION 1. A 7/17/12 PRELIMINARY 0 7/23/12 FOR PERMIT PROJECT NO.: 120-547.02 DRAWN BY: CHECKED BY: ‘.., L GALARZA M. ABBEY i 'MIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFIUATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 3400 LAKESIDE DRIVE SUITE 525 MIRAMAR, FL 33027 CERTIFICATE OF AUTHORIZATION 29214 c2r T Mobile' stick together° 1300 CONCORD TERRACE sunE 200 SUNRISE, FL 33323 • • P • Ssahp." • c E • N o . 6831 *„ . tA : * : • 41 46\ et, TATE 0 /4147 • • .1. 0 2../y.fra.c.ii.n.w.1.• • V'to■Os DATE OF SIGNATURE: 7/23/12 PRESBYTERIAN CHURCH MD1113A 602 NE 96th Sint.1 MIAMI SHORES, FL 33138 SHEET AME TITLE SHEET SHEET NUMBER Ti r 1. FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: 1. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL , EXISTING UNDERGROUND UTILITIES. 2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. OWNER - T- MOBILE USA A ENGINEER - CALTROP CORPORATION 3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) SHALL BE USED WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. FOR PERMIT 4. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 2. PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL 5. ALL EXISTING INACTIVE SEWER, WATER. GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND /OR EXISTING CONDITIONS, (2) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT LANDLORD AND /OR LOCAL UTILITIES. TO THE ATTENTION OF THE CONSTRUCTION MANAGER. 6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. 3. A 20 -FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER UNES. 7. ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A 4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE IN ADVANCE OF THE CONSTRUCTION START DATE. STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION. SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDEUNES 5. LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR FOR EROSION AND SEDIMENT CONTROL AND INCIDENTAL TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS 8. THE SUB -GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPUCATION. AND /OR AS SPECIFIED HEREIN. LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SYSItMS, INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, 9• BACKFILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. FREE OF ALL ROOTS, BOULDERS, OR OTHER DELETERIOUS MATERIAL. 6. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL DOCUMENTS, THE CONTRACTOR SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO PROCEED. 11 SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE DRAWINGS. 7. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED SITE WORK NOTES 2 AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALATION FOR APPROVAL BY THE ENGINEER AND THE CONSTRUCTION MANAGER. 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE RISC `STEEL CONSTRUCTION MANUAL ". 8. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING 2 A. ALL, STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND 'HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE B. ALL STRUCTURAL PLATES, ANGLES, AND CHANNELS SHALL BE ASTM A36 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 WORK. STANDARDS, UNLESS NOTED OTHERWISE. 9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. C. ALL TS MEMBERS SHALL BE ASTM A500 GRADE B (Fy =46ksi), AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. 10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, D. ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (Fy =42ksi), AND 'HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM CURBS. GALVANIZED SURFACES. ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO A153 STANDARDS, UNLESS NOTED OTHERWISE SAME RESULTING FROM THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE E. ALL NON- STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B, AND -HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION STANDARDS. OF THE CONSTRUCTION MANAGER. 2. DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL. 11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE GENERAL AREA CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND 3. WELDING: DISPOSING OF SAME IN A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN A. ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1, LATEST REVISION. B. ALL WELDS SHALL BE MADE WITH E7OXX LOW HYDROGEN ELECTRODES. CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING. 12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTAI I Fn IN ACCORDANCE WITH THE RESPECTIVE 4. ALL BOLTS SHALL BE GALVANIZED V: DIAMETER, A325 -N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A `SNUG TIGHT° CONDITION AS DEFINED BY AISC. MANUFACTURER'S RECOMMENDATIONS EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE SECURE NUT WITH LOCKING WASHER. CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 13. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WFWH ALL APPUCABLE CODES, REGULATIONS AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL 5. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GRADE 36, UNLESS NOTED OTHERWISE. LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING 6. THE CONTRACTOR /'ItLL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTION. INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTIUTY COMPANY SPECIFICATIONS AS WELL AS LOCAL AND STATE CODES, ORDINANCES AND APPUCABLE REGULATIONS. 7. THE CONTRACTOR /STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL 14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND CONSTRUCTION. ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, 8. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK, UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. 9. THE CONTRACTOR / SKLtL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT WATER INTRUSION. 15. WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A 10. THE CONTRACTOR /STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD COMPLETE SET OF AS -BUILT DRAWINGS, SWEEP ILSI, CYUNDER TESTS, UEN RELEASES, AND OTHER SPLICES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPUCES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD CLOSEOUT DOCUMENTATION AS REQUIRED BY THE OWNER. ALL bra ItMS SHALL BE COMPLETELY ASSEMBLED, SPUCES. TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNER'S ACCEPTANCE. 11. AT THE CONTRACTOR'S OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. 12. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS OF CUTS, CONNECTIONS, CAMBER, HOLE, AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, AND TYPE OF WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS' SECTIONS. 13. ALL WALL PENETRATIONS SHALL BE SLEEVED (IF REQUIRED), CAULKED AND SEAL TO FORM AN AIR TIGHT SEAL. \GENERAL NOTES 1 STRUCTURAL STEEL NOTES 3. rREV DATE DESCRIPTION A 7/17/12 PRELIMINARY 0 7/23/12 FOR PERMIT PROJECT NO.: 120- 547.02 DRAWN BY: CHECKED BY: N. I. GALARZA I M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. Ti IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND /OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. T • •Mobile: stick together' 1300 CONCORD TERRACE SURE 200 SUNRISE, FL 33323 ,, E *: ♦ �' NS �® No. 68'1., / •:N+ �r l ®� /:= W TAT F . L i 0 R I O °° ®JJ*if O % DATE OF SIGNATURE: 7/23/12 r � PRESBYTERIAN CHURCH MD1113A 802 NE 98th STREET MIAMI SHORES, FL 33138 SHEET NAME NOTES SHEET NUMBER T2 EXISTING CONCRETE BELL TOWER EXISTING PROPERTY BOUNDARY EXISTING T- MOBILE EQUIPMENT RACK INSIDE TOWER (TYP. OF 4) NE 96th ST CITY SIDEWALK EXISTING BUILDING EXISTING ROOFTOP EXISTING BUILDING EXISTING BUILDING EXISTING DRIVEWAY GREY DATE DESCRIPTION A 7/17/12 PRELIMINARY 0 7/23/12 FOR PERMIT PROJECT NO.: 120- 547.02 DRAWN BY: CHECKED BY: s. I. GAIARZA I M. ABBEY f THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND /OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRtTEEN s. PERMISSION OF THE OWNER. 3400 LAKESIDE DRIVE SURE 525 MIRAMAR, FL 33027 CERTIFICATE OF AUTHORIZATION 29214 Ti • •Mobile: stick together' 1300 CONCORD TERRACE SUITE 200 SUNRISE, FL 33323 No. 53931;'/ ° to :* E : % 41 O. °STATE �/�tr ';OR�OF O tle� � DATE OF SIGNATURE: SITE PLAN ORSPHIO SCALE r 7/23/12 PRESBYTERIAN CHURCH MD1113A 602 NE 96th STREET MIAMI SHORES, FL 33138 SHEET NAME ROOF PLAN SHEET NUMBER C1 ■ EXISTING T- MOBILE BATTERY RACK EXISTING T- MOBILE 2206 GSM EQUIPMENT CABINET EXISTING LIGHT EXISTING COAX CABLE RUN DOSING FPL FIBERNET CABINET EXISTING FAN \COIL UNIT EXISTING ACCESS LADDER TO FOURTH FLOOR EXISTING ACCESS LADDER FROM SECOND FLOOR EXISTING CONDUITS EXISi1NG T— MOBILE 2208 GSM EQUIPMENT CABINET TO BE REMOVED EXISTING T- MOBILE COAX RUN ON INTERIOR WALL EXISTING T— MOBILE 19' RACK TO BE RELOCATED EXISTING T— MOBILE FCOA EQUIPMENT CABINET TO BE REMICVED EXISTING T- MOBILE PPC `EXISTING EQUIPMENT PLAN 2' GRAPHIC SCALE REV DATE DESCRIPTION ■ A 7/17/12 PRELIMINARY 0 7/23/12 FOR PERMIT PROJECT NO.: 120-547.02 DRAWN BY: CHECKED BY: 1/4 L GALARZA I M. ABBEY / THIS DRAWING 15 COPYRIGHTED AND 15 THE SOLE PROPERLY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFF1UATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT 15 FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. T • •Mobile stick together° 1300 CONCORD TERRACE SUITE 200 SUNRISE. FL 33323 DATE OF SIGNATURE 7/23/12 PRESBYTERIAN CHURCH MD1113A 802 NE 98th SIKttl MIAMI SHORES, FL 33138 SHEET NAME EXISTING EQUIPMENT PLAN SHEET NUMBER C2 EXISTING T- MOBILE BATTERY RACK EXISTING T- MOBILE 2206 GSM EQUIPMENT CABINET EXISTING UGHT EXISTING COAX CABLE RUN DOSING FPL FIBERNET CABINET EXISTING FAN \COIL UNIT EXISTING ACCESS LADDER TO FOURTH FLOOR EXISTING ACCESS LADDER FROM SECOND FLOOR EXISTING CONDUITS PROPOSED T- MOBILE J -BOX W/ OVP RELOCATED T- MOBILE 19r RACK PROPOSED T- MOBILE 19" RACK FOR SITE SUPPORT EQUIPMENT PROPOSED T- MOBILE 19" RACK FOR 30 & 40 EQUIPMENT EXISTING T- MOBILE PPC CABINET PROPOSED EQUIPMENT PLAN 2' REV DATE DESCRIPTION A 7/17/12 PRELIMINARY 0 7/23/12 FOR PERMIT PROJECT NO.: 120 - 547.02 DRAWN BY: CHECKED BY: ` L GALARZA I M. ABBEY , THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND /OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. • 3400 LAKESIDE DRIVE SUITE 525 MIRAMAR, FL 33027 CERTIFICATE OF AUTHORIZATION 29214 T • •Mobile: stick together' 1300 CONCORD TERRACE SUITE 200 SUNRISE, FL 33323 GRAPHIC SCALE PRESBYTERIAN CHURCH MD1113A 802 NE 98th STREET MIAMI SHORES, FL 33138 SHEET NAME PROPOSED EQUIPMENT PLAN SHEET NUMBER C3 ■ EXISTING T -MOBILE ANTENNA TO BE RECONFIGURED (TYP. OF 8) PROPOSED T -MOBILE J -BOX W /OVP PROPOSED T- MOBILE GSM/UMTS RRU CrYP. OF 8) RECONFIGURED T- MOBILE UMTS ANTENNA PROPOSED T -MOBILE FIBER MANAGEMENT BOX 1 RECONFIGURED T- MOBILE LTE ANTENNA PROPOSED T -MOBILE GSM/UMTS ANTENNA RECONFIGURED T -MOBILE LTE ANTENNA PROPOSED T- MOBILE LTE RRU MP. OF 3) i PROPOSED T- MOBILE GSM /UMTS ANTENNA RECONFIGURED T- MOBILE UMTS ANTENNA aai Lk PROPOSED T- MOBILE GSM/UMTS ANTENNA /Mane RECONFIGURED T- MOBILE UMTS ANTENNA RECONFIGURED T- MOBILE LIE ANTENNA PROPOSED ANTENNA MOUNT (TYP. OF 3) b a Nu `EXISTING ANTENNA LAYOUT 2' 4' GRAPHIC SCALE 1 PROPOSED ANTENNA LAYOUT 2' 4' DRAM SCALE REV DATE DESCRIPTION 1 A 7/17/12 PRELIMINARY 0 7/23/12 FOR PERMIT PROJECT NO.: 120 - 547.02 DRAWN BY: CHECKED BY: I. GALARZA I Y. ABBEY J THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERLY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND /OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 3400 LAKESIDE DRIVE SUITE 525 MIRAMAR, FL 33027 CERTIFICATE OF AUTHORIZATION 29214 T • «Mobile" stick together' 1300 CONCORD TERRACE SUITE 200 SUNRISE, FL 33323 2l PRESBYTERIAN CHURCH MD1113A 802 NE 98th STREET MIAMI SHORES, FL 33138 1 SHEET NAME ANTENNA LAYOUTS SHEET NUMBER C4 TOP OF TOWER EL 160'± RAD CENTER OF PROPOSED T —MOBILE ANTENNAS db EL 100'±. RECONFIGURED T— MOBILE UMTS ANTENNA EL 60'± EL 40't s EL 20'± EL 10'± 1st FLOOR a, EL 0'Y NOTES: ANTENNAS SHALL BE PAINTED TO MATCH BUILDING PROPOSED T— MOBILE GSM /UMTS ANTENNA RECONFIGURED T —MOBILE LIE ANTENNA EXISTING AT &T ANTENNA (TYP.) EXISTING SPRINT ANTENNA (TYP.) EXISTING 160' CONCRETE BELL TOWER STRUCTURE SOUTH ELEVATION 10 20' ORAPHIC 1 REV DATE DESCRIPTION A 7/17/12 PRELIMINARY 0 7/23/12 FOR PERMIT PROJECT NO.: 120 - 547.02 DRAWN BY: CHECKED BY: I. °ALARZA I M. ABBEY / THIS DRAWING 15 COPYRIGHTED AND 15 THE SOLE PROPERTY OF THE OWNER. IT 15 PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFlUATES. REPRODUCTION OR USE OF THIS DRAWING AND /OR THE INFORMATION CONTAINED IN 11' IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. T • •Mobile» Stick together' 1300 CONCORD TERRACE SUITE 200 SUNRISE, FL 33323 PRESBYTERIAN CHURCH MD1113A 602 NE 98th STREET MIAMI SHORES, Fl. 33138 SHEET NAME SOUTH ELEVATION SHEET NUMBER C5 ■ • I "o DATE \ A BASE ANCHOR ADHESIVE EMBED. LENGTH % HILTI ANCHOR BOLT (TYP. OF 4) (SEE TABLE BELOW) 12GA P1000 UNISTRUTS HOLLOW HILT! THREADED HIT A ROD HILTI HY20 2" 3° PROPOSED WO HILT! C4) (SEE (1YP )R / PROPOSED TILT BRACKET PROVIDED W /ANTENNA _, 1 (TYP. OF 2) SOLID KWIKIL BOLT 3 N/A 1 3° —/ �7 � Avi 7�' PROPOSED PIPE MOUNTING BRACKETS PROVIDED W /MITENNI (VP.) NUT (TYP. CHANNEL NUT (TYP. OF 4) RRU MOUNTING PLINTH . 3 0 CONDUIT FOR FIBER /DC POWER TO EACH SECTOR FIBER MANAGEMENT BOX A�. FIBER AND POWER I. GALAR A I M. ABBEY f ti / 9• M N. ® ` �\ = T- MOBILE RRU - T- MOBILE ANTENNA JUMPERS FROM EQUIPMENT CABINETS �.0 •°O I Ivi� �a''�� I, IN1. TIN .. l II _ 21, i � -' / / / / ANTENNA MOUNTING PIPE '= P1000 (1YP) � WO• NOTES: 1. ALL WALL PENETRATIONS SLEEVED (IF REQUIRED), SEAL TO FORM AN 2. UNIT SHALL BE MOUNTED MANUFACTURER'S SPECIFICATIONS. BASE ANCHOR ADHESIVE EMBED. BOLT LENGTH P� BOX W/ OVP HOLLOW THRIEADED HIT A ROD HY40 2" PROPOSED A325 ALT•' NOTES: 1. ALL WALL PENETRATIONS SHALL BE SLEEVED (IF REQUIRED), CAULKED AND SEAL TO FORM AN AIR TIGHT SEAL 2. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S SPECIFICATIONS. SOL HILTI BOLT 3 N/A 1%" 3" SHALL BE CAULKED AND AIR TIGHT SEAL AS PER PROPOSED ANTENNA BRACKET FRONDED W /ANTENNA GSM /UMTS RRU MOUNTING DETAIL NTS 1 J -BOX W/ OVP MOUNTING DETAIL NTS 2 ANTENNA MOUNTING DETAIL NTS 3 ••• •�� 11 4-6,-, 2%" 0.D. ANTENNA MOUNTING PIPE, 6' -0" LONG l¢ "x334" WEDGE ANCHOR ICS. L6, ASSEMBLY (TYP.) FOR SOLID CONCRETE WALLS >6" THICK —IT WIRELESS # WMS100) .(CONNECT `ANTENNA MOUNTING DETAIL NTS 4 (NOT USED) 5 (NOT USED) 6, REV DATE DESCRIPTION \ A 7/17/12 PRELIMINARY 0 7/23/12 FOR PERMIT PROJECT NO.: 120 - 547.02 DRAWN BY: CHECKED BY: I. GALAR A I M. ABBEY f THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND /OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. T • •Mobile �° stick together' 1300 CONCORD TERRACE SUITE 200 SUNRISE, FL 33323 ..d 4 °.t�''.. N 0' E • • N s'.. 4�e Edo. 6831 y . STATE OF :14 stk%.• c 4 0 O P. ..'43, ∎ 4.. t� ' •N"S* •1•/0 ONA t �. 0 DATE OF SIGNATURE: 7/23/12 r \ PRESBYTERIAN CHURCH MD1113A 602 NE 96th STREET MIAMI SHORES, FL 33138 SHEET NAME DETAILS SHEET NUMBER C6 HILTI ANCHOR BOLT (TYP. OF 4) (SEE TABLE BELOW) 12GA P1000 UNISTRUTS (TYP. OF 2) UNISTRUTS CHANNEL NUT (TYP. OF 4) NOTES; 1. ALL WALL PENETRATIONS SHALL BE SLEEVED (IF REQUIRED), CAULKED AND SEAL TO FORM AN AIR TIGHT SEAL. BASE EXISTING PROPOSED PANEL ANTENNAS (6) RFS APXV17DWV- 17DWV —SE —ACU (6) RFS APXV17DWV- 17DWV —SE —ACU (3) RFS APXV18- 206517S —C COAX CABLE (EQUIP. N�T; (12) 74" COAX (6) 36" COAX FIBER /DC CABLE (COVP TO COVP) (1) 2 "0 TO EACH SECTOR (1) LOW CAPACITY HYBRID CABLE TO EACH SECTOR IN 3 "0 CONDUIT FIBER /DC CABLE (COVP TO RRU's) — HYBRID JUMPERS TMA'S (8) ATMAP1412D -1A20 — DIPLEXER'S — — RRU'S (3) GSM/UMTS RRU's (6) GMS AUNTS RRU's (3) LTE RRU's DC /FIBER DISTRIBUTION UNIT _ (1) COVP (HIGH CAP.) 0 BASE (1) COVP (HIGH CAP.) 0 ANTENNAS HILTI ANCHOR BOLT (TYP. OF 4) (SEE TABLE BELOW) 12GA P1000 UNISTRUTS (TYP. OF 2) UNISTRUTS CHANNEL NUT (TYP. OF 4) NOTES; 1. ALL WALL PENETRATIONS SHALL BE SLEEVED (IF REQUIRED), CAULKED AND SEAL TO FORM AN AIR TIGHT SEAL. BASE ANCHOR ADHESIVE EMBED. LENGTH HOLLOW HILT! THREADED HIT A ROD HILTI X20 2" 3" SOLID HILTI KWIK BOLT 3 N/A 196" 3" 2. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S SPECIFICATIONS. 36'd HILTI ANCHOR BOLT (TYP. OF 4 (SEE TABLE PROPOSED FIBER MANAGEMENT BOX NOTES: s 1. ALL WALL PENETRATIONS SHALL BE SLEEVED (IF REQUIRED), CAULKED AND SEAL TO FORM AN AIR TIGHT SEAL. 2. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S SPECIFICATIONS. PROPOSED UNISTRUTS P1000 (TYP.) PROPOSED v.. A325 BOLT DYP.) BASE ANCHOR ADHESIVE EMBED. BO HOLLOW HILTI THREADED HIT A ROD HILT! H,20 2" 3" SOLID HILTI KWIK BOLT 3 N/A 1%" 3" EQUIPMENT TABLE 1 LTE RRU MOUNTING DETAIL NTS 2 FIBER MANAGEMENT BOX MOUNTING DETAIL NTS 3 REV DATE DESCRIPTION N A 7/17/12 PRELIMINARY 0 7/23/12 FOR PERMIT PROJECT NO.: 120-547.02 DRAWN BY: CHECKED 8Y: I. GALARZA M. ABBEY , THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERLY OF THE OWNER. IT 1S PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND /OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. T • •Mobile • stick together' 1300 CONCORD TERRACE SURE 200 SUNRISE, FL 33323 (NOT USED) 4 (NOT USED) 5 (NOT USED) 6, 1 PRESBYTERIAN CHURCH MD1113A 902 NE 98th STREET MIAMI SHORES, FL 33138 SHEET NAME DETAILS SHEET NUMBER C7 J A - GENERAL Al. ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (EDITION ADOPTED BY LOCAL JURISDICTION) AND APPUCABLE LOCAL CODES. A2. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE. A3. ALL ELECTRICAL EQUIPMENT AND ACCESSORIES SHALL BE U.L APPROVED OR USTED. A4. ALL POWER WIRING SHALL BE STRANDED COPPER, TYPE THHN/THHW AND 90 DEGREES C RATED. A5. ALL POWER WIRING SHALL BE INSTALLED IN GALVANIZED RIGID STEEL CONDUIT, PVC, OR FLEXIBLE UQUIDTIGHT CONDUIT, AS INDICATED. A6. CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY PERMIT FEES, AND SCHEDULE INSPECTIONS. A7. CONTRACTOR SHALL APPLY FOR ELECTRICAL SERVICE AS SOON AS POSSIBLE AND COORDINATE REQUIREMENTS, SERVICE ROUTING, AND METER SOCKET TYPE WITH LOCAL POWER COMPANY. AB. CONTRACTOR SHALL APPLY FOR TELEPHONE SERVICE AS SOON AS POSSIBLE AND COORDINATE REQUIREMENTS AND SERVICE ROUTING WITH TELEPHONE COMPANY. A9. PROVIDE ALL LABOR AND MATERIAL DESCRIBED ON THIS DRAWING, AND ALL ITEMS INCIDENTAL TO COMPLETING AND PRESENTING THIS PROJECT AS FULLY OPERATIONAL A10. WHERE LONG POWER CABLE RUNS PREVAIL CONTRACTOR SHALL CALCULATE THE VOLTAGE DROP AND SIZE WIRES AND CONDUIT ACCORDINGLY. A11. WHERE TRANSFORMER IS REQUIRED FOR ELECTRICAL SERVICE, TRANSFORMER SECONDARY SHALL BE GROUNDED PER N.E.C., ARTICLE 250 -26. Al2. ALL ELECTRICAL DEVICES EXPOSED TO WEATHER SHALL BE OF RAINPROOF CONSTRUCTION AND SHALL REQUIRE WATER TIGHT CONDUIT HUBS. B - POWER CABLE AND SERVICE B1. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRING TO BTS AND VERIFY EXACT CONDUIT ROUTING. RACEWAY SYSTEM MATERIALS AND DEVICES FURNISHED SHALL BE IN ACCORDANCE WITH APPUCABLE STANDARDS OF ANSI, NEMA, AND UL RACEWAY SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH APPUCABLE REQUIREMENTS OF THE N.EC. B2. CONTRACTOR SHALL SEAL AROUND ALL CONDUIT PENETRATIONS THROUGH WALLS, FLOORS AND ROOFS TO PREVENT MOISTURE PENETRATION OR VERMIN INFESTATION. 83. CONDUCTORS RUNNING ALONG HORIZONTAL SURFACES (ROOF TOP OR SLAB) SHALL BE INSTALLED IN RIGID CONDUIT SUPPORTED ON SLEEPERS. 84. ALL VERTICAL RUNS OF POWER CABLE EXCEEDING 80 FEET IN LENGTH SHALL BE SUPPORTED PER N.E.C. ARTICLE 300 USING KELLEMS GRIPS OR ACCEPTABLE EQUAL CABLE SUPPORT SYSTEM. B5. WHERE A SEPARATE ELECTRICAL SERVICE DROP IS ADDED, CONTRACTOR SHALL INSTALL PERMANENT SERVICE DISCONNECT OR GROUPING THEREOF, DENOTING ALL OTHER SERVICE ENTRANCES, LOCATION OF EACH AND THE AREAS SERVED BY EACH. 136. WHERE ELECTRICAL POWER IS TO BE SUB -FED FROM AN EXISTING DISTRIBUTION SYSTEM, THE FOLLOWING SHALL APPLY: A) CONTRACTOR SHALL PERFORM LOAD TESTING TO DETERMINE MAXIMUM FEEDER DEMAND PER N.E.C. ARTICLE 220 -87. B) CONTRACTOR SHALL VERIFY WHETHER EXISTING FttUER CAPACITY EXCEEDS VALUE CALCULATED PER N.E.C. ARTICLE 220 -87. C) EACH BRANCH CIRCUIT PROTECTIVE DEVICE SHALL HAVE SAME INTERRUPTING RATING AS EQUIPMENT SUPPLYING IT. 0) PREFERRED MEANS OF SUPPLY SHALL BE A BRANCH CIRCUIT PROTECTIVE DEVICE LOCATED IN EXISTING PANEL E) IF A BRANCH CIRCUIT PROTECTIVE DEVICE CANNOT BE OBTAINED OR SPACE IS NOT AVAILABLE, A BRANCH CIRCUIT MAY BE TAPPED FROM EXISTING FEEDER CONDUCTORS USING AN INSTALLED 2 -POLE FUSED DISCONNECT AND METER BASE PER N.E.C. ARTICLE 240 -21 WITH TEN FOOT (10) MAXIMUM TAP CONDUCTORS. FUSED DISCONNECT SHALL BE LISTED SAME OR BETTER INTERRUPTING RATING AS EXISTING SOURCE OF SUPPLY C - IDENTIFICATION C1. LOCATE NAMEPLATE, MARKING, OR OTHER IDENTIFICATION MEANS ON OUTSIDE EQUIPMENT OR BOX FRONT COVERS. C2. PROVIDE NAMEPLATE ENGRAVED WITH EQUIPMENT DESIGNATION FOR EACH SAFETY SWITCH AND ALL OTHER ELECTRICAL CABINETS, ETC. C3. DURING TRENCH BACK-FILLING FOR EACH UNDERGROUND ELECTRICAL, TELEPHONE, SIGNAL AND COMMUNICATIONS LINE, PROVIDE A CONTINUOUS UNDERGROUND WARNING TAPE TWELVE INCHES BELOW FINISHED GRADE. ELECTRICAL NOTES A - GENERAL Al. INSTALLATION OF GROUNDING ELECTRODE SYSTEM SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE AND WITH ALL BUILDING CODES OF AUTHORITIES HAVING JURISDICTION. A2. GROUNDING CONDUCTORS SHALL BE #2 AWG TINNED SOUD BARE COPPER BELOW AND ABOVE GRADE, UNLESS OTHERWISE NOTED AND SHALL BE ROUTED IN A DOWNWARD PATH TOWARDS GROUND BARS. A3. GROUNDING CONDUCTORS SHALL BE KEPT AS SHORT AND DIRECT AS POSSIBLE WITH MINIMUM BEND RADIUS OF 12 INCHES. A4. ALL BELOW GRADE CONNECTIONS SHALL BE CADWELD TYPE CONNECTIONS AND ALL CONNECTIONS TO EQUIPMENT AND GROUND BARS SHALL BE 2 -HOLE BRONZE COMPRESSION CONNECTORS UNLESS OTHERWISE NOTED. A5. GROUNDING CONDUCTORS SHALL BE BONDED TO CABLE SUPPORTS, ANTENNA FRAMES, AND ANY SUPPORT FRAMES OR RACKS USING EXOTHERMIC WELDS OR MECHANICAL CONNECTIONS. A6. CONTRACTOR SHALL PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS, STAINLESS STEEL HARDWARE SHALL BE USED THROUGHOUT. A7. GROUNDING CONDUCTORS EMBEDDED IN CONCRETE OR PENETRATING WALLS AND FLOORS SHALL BE\ENCASED IN PVC CONDUIT. NO METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS UNLESS REQUIRED BY LOCAL CODES OR OTHERWISE INDICATED ON DRAWINGS. CONTRACTOR SHALL SEAL AROUND ALL CONDUIT PENETRATIONS TO PREVENT MOISTURE PENETRATION AND VERMIN INFESTATION. A8. BONDING OF GROUNDED CONDUCTOR (NEUTRAL) AND GROUNDING CONDUCTOR SHALL BE AT SERVICE DISCONNECTING MEANS. BONDING JUMPER SHALL BE INSTALLED PER N.E.C. ARTICLE 250 -28. A9. CONTRACTOR SHALL VERIFY EXACT CONDUIT ROUTING FOR GROUNDING CONDUCTORS WHERE APPLICABLE. A10. DOUBLING OR STACKING OF ANY GROUNDING CONNECTIONS IS NOT ACCEPTABLE. B - PREPARATION 81. SURFACES: ALL CONNECTIONS SHALL BE MADE TO BARE METAL. ALL PAINTED SURFACES SHALL BE FIELD INSPECTED TO ENSURE PROPER CONTACT. ALL GALVANIZED SURFACES ON WHICH GALVANIZING HAS BEEN REMOVED BY CUTTING, DRILLING, OR ANY OTHER OPERATION SHALL BE RE- GALVANIZED IN ACCORDANCE WITH ASTM A760 USING "ZINC RICH" COATING AS MANUFACTURED BY ZRC CHEMICAL PRODUCTS COMPANY (LOCATED IN QUINCY, MASSACHUSETTS), OR ACCEPTABLE EQUAL. NO WASHERS ARE ALLOWED BETWEEN ITEMS BEING GROUNDED. ALL CONNECTIONS ARE TO HAVE A NON - OXIDIZING AGENT ( "COPPER SHIELD ") APPUED PRIOR TO INSTALLATION. B2. GROUND BAR: ALL COPPER GROUND BARS SHALL BE CLEANED, POUSHED AND A NON- OXIDIZING AGENT ( "COPPER SHIELD") APPUED. NO FINGER PRINTS OR DISCOLORED COPPER SHALL BE PERMITTED. C - LAND BUILDS AND CO- LOCATES C1. WAVEGUIDE BRIDGE SHALL BE BONDED TO GROUND RINGS OR INTERCONNECTING CONDUCTORS WITH GROUNDING CONDUCTORS BONDED TO DIAGONALLY OPPOSED SUPPORT POSTS. C2. GROUND BARS SHALL BE BONDED TO GROUND RING WITH SINGLE GROUNDING CONDUCTOR. C3. BONDS TO ANTENNA MASTS, FENCE POSTS, WAVEGUIDE BRIDGE, TOWER STEEL (UNLESS PROHIBITED BY TOWER MANUFACTURER) AND THOSE BELOW GRADE SHALL BE EXOTHERMIC TYPE (CADWELD). ALL OTHER BONDS SHALL BE BRONZE 2 -HOLE COMPRESSION FITTINGS UNLESS OTHERWISE NOTED. T- MOBILE GROUNDING REQUIREMENTS T1. COAX CABLE OUTER CONDUCTORS (SHIELDS) SHALL BE GROUNDED USING COAX GROUNDING KITS AT A MINIMUM OF TWO POINTS, INCLUDING AT ANTENNA AND AT MASTER GROUND BAR. THE COAXIAL CABLE SHALL NOT EXCEED 100 FEET BETWEEN GROUNDING KITS. 12. COAX CABLE ENTERING A BUILDING SHALL BE GROUNDED WITH COAX GROUNDING KITS TO AN INSULATED COAX GROUND BAR WHICH SHALL BE INSTALLED ON THE OUTSIDE FACE OF THE BUILDING, BELOW THE CABLE ENTRY PORTS. T3. WHEN COAX CABLES ENTER A BUILDING FROM A TOWER, THE COAX GROUND BAR AT THE BUILDING SHALL BE CONNECTED TO THE EXTERNAL GROUND RING USING #2 AWG BARE TINNED SOLID COPPER ISOLATED IN PVC CONDUIT. REV DATE DESCRIPTION ''s A 7/17/12 PRELIMINARY 0 7/23/12 FOR PERMIT PROJECT NO.: 120 - 547.02 DRAWN BY: CHECKED BY: I. GALARZA I M. ABBEY i THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND /OR THE INFORMATION CONTAINED IN IT 15 FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. T • .Mobile: stick together' 1300 CONCORD TERRACE SUITE 200 SUNRISE, FL 33323 _f,�ne��AAnR, J ss •••‘• Ski+• '�f ��s GROUNDING NOTES • '. STdATE . • � m 0R1O • %s • c,e , ::O1Rtz ♦ ♦♦ DATE OF SIGTU 7/23/12) PRESBYTERIAN CHURCH MD1113A 802 NE 98th STREET MIAMI SHORES, FL 33138 1 SHEET NAME ELECTRICAL AND GROUNDING NOTES SHEET NUMBER El s EXISTING T- MOBILE BATTERY RACK EXISTING T- MOBILE 2206 GSM EQUIPMENT CABINET EXISTING LIGHT PROPOSED (2) 1)4 CONDUITS FOR TELCO EXISTING COAX CABLE RUN 'DOSING FPL F1BERNET CABINET PROPOSED 2'0 CONDUIT FOR DC POWER (SEE NOTE 2) PROPOSED 2 "0 CONDUIT FOR ALARM WIRING (SEE NOTE 2) PROPOSED 2 110 EMPTY CONDUIT (SEE NOTE 2) EXISTING FAN \COIL UNIT EXISTING ACCESS LADDER TO FOURTH FLOOR EXISTING ACCESS LADDER FROM SECOND FLOOR EXISTING CONDUITS NOTES: 1. PROPOSED CONDUIT ROUTING IS SCHEMATIC ONLY, CONTRACTOR SHALL DETERMINE SUITABLE ROUTING IN THE FIELD. 2. PROPOSED CONDUIT SHALL BE GALVANIZED RIGID STEEL APART FROM PORTION ENTERING EQUIPMENT CABINET, WHICH SHALL BE FLEXIBLE UQUID TIGHT CONDUIT. PROPOSED T- MOBILE J -BOX W/ OVP RELOCATED T- MOBILE 19' RACK PROPOSED T- MOBILE 19' RACK FOR SITE SUPPORT EQUIPMENT PROPOSED T- MOBILE 19' RACK FOR 3G & 40 EQUIPMENT PROPOSED 2'0 CONDUIT FOR POWER EXISTING T- MOBILE PPC CABINET ELECTRICAL ROUTING PLAN 0 4' GRAPHIC SCALE REV DATE DESCRIPTION 1 A 7/17/12 PRELIMINARY 0 7/23/12 FOR PERMIT PROJECT NO.: 120 - 547.02 DRAWN BY: CHECKED BY: I. GALARZA I M. ABBEY J THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND /OR THE INFORMATION CONTAINED IN IT I5 FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 3400 LAKESIDE DRIVE SUITE 525 MIRAMAR, FL 33027 CERTIFICATE OF AUTHORIZATION 29214 T • •Mobile: Stick together' 1300 CONCORD TERRACE SUITE 200 SUNRISE, FL 33323 ,, ♦ ♦� rr�, • P�; 4".t, °L •* s• E N S •e,,,000 td� STATE f F ON •. No. 68312 1 *. ONAL 00 DATE OF SIGNATURE: % 7/23/12 PRESBYTERIAN CHURCH MD1113A 602 NE 98th STREET MIAMI SHORES, FL 33138 SHEET NAME ELECTRICAL ROUTING PLAN SHEET NUMBER E2 EXISTING 200A MTS EXISTING 200A, 10, 240V NEMA 3R FUSIBLE DISCONNECT W /200A, 22K AIC FUSES EXISTING 200A METER CAN FROM UTILITY SERVICE NOTES: * EXISTING CABINETS TO BE REMOVED. CONTRACTOR TO VERIFY CABINET CORRESPONDING BREAKER. BREAKER TO REMAIN AS SPARE. ** FCOA CABINET TO BE DISCONNECTED FROM AC PANEL. BREAKER TO REMAIN AS SPARE. BREAKER TO BE USED FOR NEW SITE SUPPORT RACK. EXISTING GENERATOR RECEPTACLE EXISTING 200A PRIMARY & SECONDARY MAIN BREAKER W/ WALKING BEAM INTERLOCK SURGE SUPRESSOR 2P -60A 2P -30A RECEPTACLES 1P -20A UGHTING S(rE SUPPORT RACK (**) r SPARE L - -- --� r SPARE L_( *)_J r — SPARE- L_ ( *) _J 2P -50A FAN /COIL 1P -20A 2P -20A 2P -100A 2P -20A /1 /1 2P -20A s 2P -20A 2P -20A L- 2P -20A CONDENSING UNIT GSM CABINET #1 GSM CABINET #1 2P -40A n GSM CABINET #1 ., BATTERY RACK EXISTING 200A, 120/240V 10 LOAD CENTER WITH 24 BREAKER POSITIONS EXISTING POWER PROTECTION CABINET AC ONE -LINE DIAGRAM PANEL NAME: T- MOBILE LOCATION: PPG PANEL RATING 200 AMPS PHASE 1 120/240 VOLTS WIRE 3 X MCB RATING 200 AMP MAIN LUG ONLY CKT NO. DESCRIPTION KVA AMP WIRE GND COND COND GND WIRE AMP KVA DESCRIPTION CKT NO. A B POLE POLE A B SURGE SUPPRESSOR 0 60/2 (E) (E) (E) (E) (E) (E) 30/2 0.4 PROJECT NO.: 120- 547.02 FAN/COIL CHECKED BY: 3 - 0 - 0 4 4 5 RECEPTACLES 0.18 - 20/1 (E) (E) (E) (E) (E) (E) 50/2 2.1 CONDENSING UNIT 6 7 UGHTING - 0.5 20/1 (E) (E) (E) - 2.1 8 SITE SUPPORT RACK"* 4 - 100/2 #2 #8 2" (E) (E) (E) 20/2 0-7 GSM CABINET #1 9 -8 8 0.7 12 13 SPARE * 20/1 (E) (E) (E) 2012 0.7 - GSM CABINET #1 14 15 - 0 7 16 17 SPARE * 20/1 (E) (E) (E) 20/2 0_7 GSM CABINET #1 19 - - 0 20 SPARE * 20/1 (E) (E) (E) 40/2 3' BATTERY CABINET 23 - - 3.8 24 SUB TOTAL KVA (CONT) 0 0 0 0 SUB TOTAL KVA (CONT) SUB TOTAL KVA (NON -CONT) 4.98 5.3 8.4 8.4 SUB TOTAL KVA (NON -CONT) TOTAL KVA NON -CONT + 125% CONT. 27.1 112.8 TOTAL AMPS * EXISTING CABINETS TO BE REMOVED. CONTRACTOR TO VERIFY CABINET CORRESPONDING BREAKER. BREAKER TO REMAIN AS SPARE. ** FCOA CABINET TO BE DISCONNECTED FROM AC PANEL. BREAKER TO REMAIN AS SPARE. BREAKER TO BE USED FOR NEW SITE SUPPORT RACK. (E) EXISTING `PANEL SCHEDULE REY DATE DESCRIPTION A 7/17/12 PRELIMINARY 0 7/23/12 FOR PERMIT PROJECT NO.: 120- 547.02 DRAWN BY: CHECKED BY: L GALARZA M. ABBEY l r THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND /OR THE INFORMATION CONTAINED IN R 15 FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 3400 LAKESIDE DRIVE SUITE 525 MIRAMAR. FL 33027 CERTIFICATE OF AUTHORIZATION 29214 T • Mobile •° stick together' 1300 CONCORD TERRACE SUITE 200 SUNRISE. FL 33323 PRESBYTERIAN CHURCH MD1113A 802 NE 98th STREET MIAMI SHORES, FL 33138 SHEET NAME ELECTRICAL DETAILS SHEET NUMBER E3 PROPOSED T- MOBILE LIE RRU (TYP.) ANTENNA MOUNTING PIPE PROPOSED OR RECONFIGURED PANEL ANTENNA PROPOSED T- MOBILE GSM /LIMOS RRU (7YP.) FUTURE #2 AWG SOLID BARE TINNED COPPER CONDUCTOR #2 AWG SOLID / /// COPPER CONDUCTOR EXISTING SECTOR GROUND BAR #2 AWG SOUD BARE TUNED COPPER CONDUCTOR #2 AWG SOLID BARE TUNED COPPER CONDUCTOR PROPOSED T -MOBILE JUNCTION BOX W/ OVP PROPOSED T- MOBILE 19• SITE SUPPORT RACK #8 AWG SOUD BARE COPPER CONDUCTOR EXISTING MGB PROPOSED T- MOBILE JUNCTION BOX W/ OVP EXISTING GROUND BAR SOUD BARED TINNED COPPER CONDUCTOR W/ THERMOWELD %" WASHER % "4,4" SS BOLT %" WASHER %" SS LOCK WASHER NI° SS NUT TYPICAL GROUND BAR CONNECTION DETAIL NTS 2 `GROUNDING DIAGRAM (TYP.) NTS (NOT USED) 3 l /REV DATE DESCRIPTION 1 A 7/17/12 PRELIMINARY 0 7/23/12 FOR PERMIT PROJECT NO.: 120- 547.02 DRAWN BY: CHECKED BY: L GALARZA I M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND /OR THE INFORMATION CONTAINED IN R I5 FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 3400 LAKESIDE DRIVE SURE 525 MIRAMAR, FL 33027 CERTIFICATE OF AUTHORIZATION 29214 T • •Mobile •- stick together° 1300 CONCORD TERRACE SUITE 200 SUNRISE, FL 33323 DATE OF SIGNATURE: 7/23/12 r PRESBYTERIAN CHURCH MD1113A 802 NE 96th STREET MIAMI SHORES, FL 33138 1 SHEET NAME GROUNDING DETAILS SHEET NUMBER E4 APPROXIMATELY 300 FEET SOUTH OF BUILDING LOCATION APPROXIMATELY 250 FEET EAST OF BUILDING LOCATION env DATE DESCRIPTION 1 0 7/30/12 FOR REVIEW PROJECT NO.: 120 - 547.04 DRAWN BY: CHECKED BY: A. M. ALVAREZ M. ABBEY / THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. TT 15 PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND /OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. r APPROXIMATELY 150 FEET NORTH OF BUILDING LOCATION i6th: =. t 140114 •• 44 rty. 3400 LAKESIDE DRIVE SURE 525 MIRAMAR. FL 33027 APPROXIMATELY 250 FEET NORTHWEST OF BUILDING LOCATION CERTIFICATE OF AUTHORIZATION 29214 T • •Mobile .n stick togethe 130D CONCORD TERRACE SURE 200 SUNRISE. FL 33323 r PRESBYTERIAN CHURCH MD1113A 602 NE 96th STREET MANI SHORES. FL 33138 SHEET NAME PHOTOSIMULATION PHOTO LOCATIONS SHEET NUMBER PSO fREV 0 DATE DESCRIPTION 7/30/12 FOR REVIEW PROJECT NO.: 120 - 547.04 DRAWN BY: A. M. ALVAREZ ICHECKED BY: M. ABBEY J THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND RS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND /OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 3400 LAKESIDE DRIVE SUITE 525 MIRAMAR, FL 33027 CERTIFICATE OF AUTHORIZATION 29214 T • •Mobile •- 9 1300 CONCORD TERRACE SURE 200 SUNRISE, FL 33323 1 PRESBYTERIAN CHURCH MD1 1 13A 802 NE 98th STREET MIAMI SHORES. FL 33138 SHEET NAME EXISTING STREETSCAPE FACING NORTH SHEET NUMBER PS1 (REV DATE DESCRIPTION 1 0 7/30/12 FOR REVIEW PROJECT NO.: 120- 547.04 DRAWN BY: CHECKED BY: A. M. ALVAREZ I M. ABBEY i THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. R IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND /OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 3400 LAKESIDE DRIVE SURE 525 MIRAMAR. FL 33027 CERTIFICATE OF AUTHORIZATION 28214 01/ T • •Mobile •W dick together 1300 CONCORD TERRACE SURE 200 SUNRISE, FL 33323 r PRESBYTERIAN CHURCH MD1113A 802 NE 96th STREET MIAMI SHORES, FL 33138 SHEET NAME PROPOSED STREETSCAPE FACING NORTH SHEET NUMBER PS2 iREV 0 DATE DESCRIPTION 7/30/12 FOR REVIEW PROJECT NO.: 120 - 547.04 DRAWN BY: CHECKED BY: N. A. M. ALVAREZ M. ABBEY J THIS DRAWING IS COPYRIGHTED AND IS, THE SOLE PROPERLY OF THE OWNER. R IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND /OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. l 3400 WCESIDE DRNE SURE 525 MIRAMAR. FL 33027 CERTIFICATE OF AUTHORIZATION 29214 T • Mobile •m stick together' 1300 CONCORD TERRACE SURE 200 SUNRISE. FL 33323 PRESBYTERIAN CHURCH MD1113A 602 NE 96th STREET MIAMI SHORES. FL 33136 SHEET NAME EXISTING STREETSCAPE FACING WEST SHEET NUMBER PS3 /REV 0 DATE DESCRIPTION 7/30/12 FOR REVIEW PROJECT NO.: 120 - 547.04 DRAWN BY: ` A. M. ALVAREZ ICHECKED BY: M. ABBEY l THIS DRAWING 15 COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFF1UATES. REPRODUCTION OR USE OF THIS DRAWING AND /OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. PROPOSED T- MOBILE GSM /UMTS ANTENNA 3400 LAKESIDE DRNE SUITE 525 MIRAMAR. EL 33027 CERTIFICATE OF AUIHDRIZAflON 28214 RECONFIGURED T- MOBILE LTE ANTENNA T • •Mobile •M stick together 1300 CONCORD TERRACE SUITE 200 SUNRISE, FL 33323 I P((' tLtTM fl} yF F1CIIi fti PRESBYTERIAN CHURCH MD1 1 13A 602 NE 96th STREET MIAMI SHORES. FL 33136 SHEET NAME PROPOSED STREETSCAPE FACING WEST SHEET NUMBER PS4 REV DATE DESCRIPTION 1 0 7/30/12 FOR REVIEW PROJECT NO.: 120- 547.04 DRAWN BY: CHECKED BY: ` A. IA. ALVAREZ I M. ABBEY i THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND /OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 3400 LAKESIDE DRIVE SURE 525 MIRAMAR, FL 33027 CERTIFICATE OF AU HORIZA11ON 29214 T • •Mobile • sf dc together 1300 CONCORD 1ERRACE SUITE 200 SUNRISE, FL 33323 PRESBYTERIAN CHURCH MD1113A 602 NE 96th STREET MIAMI SHORES, FL 33138 SHEET NAME EXISTING STREETSCAPE FACING SOUTH SHEET NUMBER PS5 J /REV DATE DESCRIPTION 0 7/30/12 FOR REVIEW PROJECT NO.: 120- 547.04 DRAWN BY: CHECKED BY: A. M. ALVAREZ I M. ABBEY J THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND /OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. PROPOSED T- MOBILE GSM /UMTS ANTENNA RECONFIGURED T- MOBILE UMTS ANTENNA PROPOSED T- MOBILE GSM /UMTS ANTENNA RECONFIGURED T- MOBILE LTE ANTENNA 3400 LAKESIDE DRNE SURE 525 MIRAMAR. FL 33027 CERTIFICATE OF AUTHORRADON 29214 T • •Mobile • slide together 1300 CONCORD TERRACE SURE 200 SUNRISE. FL 33323 l / PRESBYTERIAN CHURCH MD1113A 802 NE 98th STREET MIAMI SHORES. FL 33138 SHEET NAME PROPOSED STREETSCAPE FACING SOUTH SHEET NUMBER PS6 REV DATE DESCRIPTION 0 7/30/12 FOR REVIEW PROJECT NO.: 120- 547.04 DRAWN BY: CHECKED BY: A. M. ALVAREZ M. ABBEY l THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND /OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. e' 3400 LAKESIDE DRIVE SUITE 525 MIRAMAi, FL 33027 CERTIFICATE OF AUMORIZATlON 29214 T • •Mobile • stick together ° 1300 CONCORD TERRACE SUITE 200 SUNRISE, FL 33323 J PRESBYTERIAN CHURCH MD1113A 602 NE 96th STREET NMI SHORES, FL 33138 SHEET NAME EXISTING STREETSCAPE FACING SOUTHEAST SHEET NUMBER PS7 ■ 1 REV DATE DESCRIPTION 0 7/30/12 FOR REVIEW PROJECT NO.: 120 - 547.04 DRAWN BY: CHECKED BY: A. IA. ALVAREZ M. ABBEY J THIS DRAWING IS COPYRIGHTED AND IS, THE SOLE PROPERTY OF THE OWNER. R IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND /OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WTTHOUT THE WRITTEN PERMISSION OF THE OWNER. 1 3400 LAKESIDE DRIVE SUITE 525 MIRAMAR, FL 33027 CERTIF1CATE OF AUIHORIZATION 29214 T • •Mobile •M stidt together 1300 CONCORD TERRACE SUITE 200 SUNRISE, FL 33323 f PRESBYTERIAN CHURCH MD1113A 802 NE 98th STREET MIAMI SHORES. FL 33138 SHEET NAME PROPOSED STREETSCAPE FACING SOUTHEAST SHEET NUMBER PS8 REC AUG 2 0 2012 BY: al MAMP SHOPF.5 VILLAGE APPROVED ZONING STRUCTURAL ELECTRICAL PLUMBING MECHANICAL BLDG. 'd*f:42:00) SUBJECT TO 7L!),',NCE. V'1TH ALL STATE AND COUNTY RULES AND