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ELC-10-600Scheduled Inspection Date: December 06, 2010 Inspector: Devaney, Michael Owner: CHURCH, Job Address: 602 NE 96 Street Miami Shores, FL Project: <NONE> Building Department Comments December 03, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 152210 Permit Number: ELC -4 -10 -600 Contractor: TOWER COMMUNICATION SERVICES , INC For Inspections please call: (305)762 -4949 Permit Type: Electrical - Commercial Inspection Type: Final Work Classification: New Phone Number (305)754 -9541 Parcel Number 1132060141410 Phone: (954)782 -8930 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 140262. ADDITIONAL ELECTRICAL RADIO :r(0 Page 7 of 25 euok BUILDING Permit No. I 0 — (L PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): Miami Shores Presbyterian Church Phone#: Address: 602 96th Street City: Miami Shores State: Florida Zip: Tenant/Lessee Name: Metro PCS Phone#: 954 - 444 - 2822 Email: bart.simon @towerquest.com 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 paMtrir (; a BY: JOB ADDRESS: 602 96th Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: 11 3206 - 014 - 1410 Is the Building Historically Designated: Yes NO xx Flood Zone: CONTRACTOR: Company Name: Tower Communications Services Address: 3391 NE 6th Terrace City: Pompano Beach State: Florida zi 33064 DESIGNER: Archi Value of W Type o ff'. D Phone#: 954 - 782 -8930 Qualifier Name: Richard Clarke Phone #: 954- 782 -8930 State Certification or Registration 3 3,3004033 Certificate of Competency #: 444 ,. y Contact Phone#: 954 - � ` , �! Email Address: bart.simon@towerguest.com Phone#: 2500.00 Square/Linear Footage of Work: OAlteration `` ONe DRepair/Replace Cke .Q G.7. wtrL ODemolition Submittal Fee $ Permit Fee $ '•r 7 ® CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $1 0 Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N/A 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 CONDTTIONERS, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the.gbsef of such posted notice, the inspection wil`,' i tj, e roved and a reinspection fee will be charged. Signature wner or Agent The fore ;oin - instrument was ackwledg before me this I day of�, 20 to__, by (' »- iLt k?,.r"-Cr who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commiss ,.- tlo:a Public - State of Florida o;- Commission # DD 817556 ' Bonded Through National Notary Assn. ** * *** * * **0**w **** *w *w APPROVED BY ** ewe ****** ***+s+a**** * **** +**********a *** * *+> **** **** ** * *** *******+> * * ** Structural Review (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) Fe Plans Examiner Contractor The foregoing instrument was acknowledged before me this day of f p ., 7-' , 201.0 , by Richard Clarke who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: — M OzIN Sign: ? tary r Olio - Stata of Florida Comm. Expires May 31, 2013 Print: 0 " '� (.brnmibbiun # D0 870148 My Co i nis§lotrixpu$wided Through National Notary Assn, Zoning Clerk • •••• • 3 • • ••••W ••• • • ••• • •••••• • OOOOO • • • OOOOO SUBJECT TO 0361POWIEN WantAitair RA STATE AND COUNTY RULES AND > JLATI a Column yf F >aTTled� } rswDma� -" NF O71 Ct MIAMI SHORES PRES. CHURCH FL61 6-SW6 144 MODIFICATION TO EXISTING UNMANNED WIRELESS TELECOMMUNICATION SITE A -1 COMPOUND PLAN AND CABINET ELEVATION A -2 EQUIPMENT LAYOUT 0 1 LOCATION SKETCH SITE DIRECTIONS APPLICABLE BUILDING CODES AND STANDARDS • FLORIDA BUILDING CODE 2007 W/ 2009 REVISIONS • ASCE 7 -05 (146 MPH BASIC WIND SPEED) ANSI /EIA/TIA -222 -G 4. FLORIDA FIRE PREVENTION CODE- 2007 5. NATIONAL ELECTRICAL CODE (NFPA 70 -2008) . CITY AND /OR COUNTY ORDINANCES 3 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT CONDMONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: FROM METROPCS OFFICE: TAKE 1 -595 (PORT EVERGLADES EXPY) EAST. AT EXIT 8A, MERGE ONTO FLORIDA'S TURNPIKE. MERGE ONTO 1 -95. AT EXIST 8A, TURN RIGHT (WEST) ONTO NW 95TH ST. TURN LEFT TO STAY ON NW 95TH ST. TURN LEFT (NORTH) ONTO N. MIAMI AVE, THEN IMMEDIATELY TURN RIGHT (EAST) ONTO NE 96TH ST. ARRIVE AT SITE SITE INFORMATION 1. LATITUDE (GPS): 2. LONGITUDE (GPS): 3. TYPE OF STRUCTURE: 4. GROUND ELEVATION: (AM.S.L IN FLU) 1. ZONING CLASSIFICATION: CF 2. JURISDICTION: 3. PARCEL if: METROPCS CONTACT: SITE ACQUISITION: PROPERTY OWNER:. CONSULTANT REPRESENTATIVE: PROFESSIONAL OF RECORD: 25' 51' 48.8 N -80' 11' 5.4° W EXISTING STEEPLE N/A ZONING DATA MIAMI SHORES VILLAGE 11- 3206 -014 -1410 CONTACT INFORMATION MIKE JULIAN (561) 255 -4955 METROPCS PAUL RAJKUMAR (954) 514 -6331 NORTHEAST PRESBYTERIAN CHURCH 602 NE 96TH ST MIAMI, FL 33138 -2742 CESAR FERMIN, PROJECT MANAGER MORRISON HERSHFIELD CORPORATION (954) 577 -4655 ROBERT JERRY LARA REGISTERED ARCHITECT FL UC. # 92824 MORRISON HERSHFIELD CORPORATION (954) 577 -4655 YAN WANG PROFESSIONAL ENGINEER FL UC. # 62209 MORRISON HERSHFIELD CORPORATION (954) 577 -4655 4 5 0 1 • • • • A No. DONOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL OSENRIONSAND AOVISECONSULTAN SOPANT ERRORS OR OMISSIONS. NO VARIATIONS OR MODIRCATIONB TO WORK SHOWN SHALL BE OS'LPM+MTEO WRHOUT PRIOR WHITTER APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWI Ni ARE SUPERSEDED BY THE IATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL SE PROVOS& IRON REVIEN OF THIS PROJECT. Client: Dote ROBERT' J REGISTERED ARCFOTECT STATE OF FLORIDA AR92824 ROSSUED KIR PERMIT ISSUED FOR PElNt1T CD CLIENT REVIEW Action rr MORRISON HERSHFIELD Two South University Drive, Suite 245, Plantation, FL 33324 Tel: 954.577.4855 Fax 954.577.4050 State of Florida CO@ 00008508 www.monisonhershteld.com metroPCS 1000 SAY/GRASS CORPORATE PKWY B SUITE 400 FT. LAUD ERDA FL 33323 • Project: • • • IOILP I SHOR PRES. CF OAC • FL6t &N6 144. • • 602•NE 98TH ST .. . • I MI SHORES. FL 33138 • • "bjatg Trtle:• + • • ••••• ••••• • • 00000 •••• • ••• ••••• • • 0000 00000 • • •• • •• • • AS Shown •• Ossiven L8, RL Orson BY AN PIA Review CF Issas No 1 6 Project No. Datx 02/22/10 Checked Dy: Rt. ea slistO r ■Wass • I 1 D • / . � . � ,i. ., 2 SOUD BOND CABINETS %2 ' AWG EXISTI EQUIP TO EXISTING . COPPE� ROOM _ . ) . •.. , : GROUND BAR EX ISTING #4 CU. GROUND OD NOT SCALE DRA G&CONTRACTOR MUST VERIFY ALL ONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS TO WRITTEN APPROVAL ALL PREVIOUS ISSUES OP TES DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OP MORRISON HERSHFIEI.D CORPORATION. NETHER MORRISON HERSHFIE.D NOR THE ARCHMECT WILL SE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REFER TO ARCHITECTURAL SITE PLAN FOR EXACT LOCATION OF ALL EQUIPMENT SHOWN EXISTIN G SERVICE UTILITY EXISTING METER EXISTING HALO a f: ���+ NOTE: PIGTAIL ALL GROUNDING FOR FUTURE EQUIPMENT AS REQUIRED. EXISTING 200A NEMA ENCLOSED tt♦ �� ELEC. CONDUCTOR IN 3/4° COND- VERIFY AND TEST - r . ? t l t� 4� t •- C � R J URA R E9 is TEREDARCwrEDr T E OF FLORIDA A �'� i EXISTING CABINET EXISTING CABINET ��'' RO' •"»1 CABINET / / 3R FUSED DISCONNECT REPLACE IF REQUIRED GROUNOWG NOTE °y00A ° EXISTING 200A 2P UTIUTY CIRC. i 0 i I NOTE: CABINET GROUNDING SHOWN IS SCHEMATIC IN NATURE. REFER TO DRAWING ( FOR T EXACT SITE ORIENTATION OF CABINETS /SLAB. IN ADDITION TO POWER SERVICE GROUNDING AS — SHALL BE RESPONSIBLE TO COORDD AND INSTALL ALL SURGE AND UGHTNG PROTECTION GROUNDING AS REQUIRED AND SPECIFIED BY METROPCS OUTLINE OF EXISTING POWER CABINET - BREAKER 1 - 1 Q 1 1 1 j EXISTING (2) 5/8 X 100 C? E. DRIVEN GROUND 6' ELECTRODES -0 APART BRANCH CIRC. LOAD CENTER INSIDE POWER CABINET ( PANEL PP -1 ) W/12 W 12 POSITIONS. REFER TO PANEL SCHEDULE THIS NEW (3) 20A-1P CIR BREAKERS \ TYPICAL CABINET GROUNDING PLAN NEW EQUIPMENT CABINET ��EXISTING - � ® NOT TO SCALE #2 AWG GRN 2 HOLE LUG 1/4 -20 HEX BOLT 1/4° FLAT WASHER 6 EXISTING FPL FIBER CABINET OPTIONAL- NEW FIBER LINE. COORDINATE WITH FPL WHERE APPLICABLE L- SHEET EXISTING TELCO UTIUTY 5 . 4 . 3 . . TELCO BOARD q =III I•I 2 . �_ EXISTING TELCO BOARD INSIDE POWER CABINET GROUND TELCO LE AND 11E IN GROUND LEAD D TO TELCO BACK -BOARD / / / / / / / / / / / / / /// 3/4 DIA. W /PULLSTRING FOR RBS. SEAL END OF CONDUIT FROM WATER PENETRATION COORD. WIRE SIZE AND COND. SIZE W/ EQUIPMENT MANUF. PROVIDE MIN. (3) 3/4 RMC EACH WITH (2) #12 AWG THHN CU AND (1) #12 GROUND NEW 3/4 RNC W/ PULL STRING - COORDINATE SIZE ROUTE WITH METROPCS CM ONE LINE DIAGRAM 1 �o /�s /io aa� FOR PERMIT �� 1/4 EXT. TOOTH LOCKWASHER PRIMARY GROUND BAR/ 1/4 -20 HEX NUT METAL ENCLOSURE NSTALLATION NOTES 1. SELECT BOLT LENGTH TO PROVIDE A MINIMUM OF TWO EXPOSED THREADS. 2. BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF LUG CONTACT. 3. APPLY ANTI-OXIDANT COMPOUND TO MATING SURFACE OF LUG AND WIPE CLEAN EXCESS COMPOUND. 4. USE SOUD COPPER WIRE AND MECHANICAL 2 -HOLE LUG FOR ALL EXTERIOR GROUNDING. GROUNDING CONNECTION DETAIL 0 os/2s /to scum roil PERror A os /os /io co cu REVS, REVS, No. Dote Action 1 P"): MORRISON HERSHFIELD t Two South Unlversity Drive, suite 245, Plantation, FL 33324 Tel: 954.577.4955 Fax 954.577.4959 State of Florida COO 05008508 vnw.morrtaonhershtield.mm ® NOT TO SCALE 1 MAIN BREAKER 200A -2P,10 PANEL PP -1- INSIDE CABINET PANEL RATING: 120/240V, 60 HZ 10, 200A "POWER" . I • • • • •• • Client: g 1000 SAY/GRASS CORPORATE PKWY SUITE 400 FT. LAUDERDALE. FL 3.3323 4511) NOT TO SCALE POS. SERVING BREAKER WIRE SIZE & TYPE (VA) POS. SERVING BREAKER WIRE SIZE & TYPE LOAD (VA) HEAT SHRINK ALL OUTSIDE LUG CONNECTIONS A B A B . F.Y 1NG JUMPER TO NEW COAXIAL GROUND KITS W/ LONG BARREL COMPRESSION • • GROUND BAR LUGS ( DOUBLE LUGS ) TO BE INSTALLED BY ANTENNA •••• CONTRACTOR WITH HEAT SHRINK • EXISTING JUMRIR . ••••••••••••••• PORT • EXISTING COPPER GROUND BAR. 1 EXISTING RBS #1 100A -2P EXISTING 7000 A/C COND. UNIT 50A -2P EXISTING Project: • . , MIF1VII SHORES (iiiismei`I • • F j, -jW6 14� 6p$ EE SEM."ST•••••• • :MIAMI SHOR€S, FL 33138 •• • • - 2 7000 CO 4800 NEW RBS /2 20A -1P 2 -/12 THHN +/12 GRD 1920 9 A/C AHU UNIT 15A -2P EXISTING • • TO GROU�ID.KIT • •••••• • • • • I �` NEW RBS �2 20A -1P 2 -I12 THHN +112 GRD 1920 10 (1440) NEW RBS /2 20A -1P 2 -#12 THHN +112 GRD 1920 ) 11 SURGE ARRESTOR 30A -2P EXISTING 0 • • • •.... a ••••• • • •• •• •••• 1 • • ••. 0 0 � 0 0 0 0 0 0 00 0 000 0o 0 • o Moo " o o • 0 0 0 0 0 0 0 0 0 .. 00. 00 000000000 0 °L°°° 0 00 0 0 0 00 0 000'0 ` / o . m in Tilly • • • - - • g •• •••• • • ••••• • :��• E LEEi�FR�CAL:....: • • PLAN • • • • • • • • • • • • • • • • CO CFI RECEPT. G 20A-1P EXISTING 180 12 0 TOTAL VA TO AMPS PER PHASE SCHEDULE TOTAL AMPS 15640 13900 • • • • • • • • PANEL • • • • • • •• • • • • • • • • • • • • • • • • • • • • T YPE HS CADWELD 130 116 EXISTING #2 SOLID TINNED CU LEAD TO EXTERIOR LOOP 24" 1 23 N OT TO SCALE •• • • groVa • • AS Mlb.e • • • P[.leet No. •••• • f • VERIFY IN FIELD NOEL HARDWARE 8 -88 STAINLESS STEEL INCLUDING BELLVILLES COAT MATING SURFACES WITH KOPR- SHEILD BEFORE ATTACHMENT. LEGEND Ousts= • 0 2 / 0 SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION Dram Bp AN Checked X19 MIA • 2. FOR GROUND BOND TO STEEL ONLY:INSERT.A TOOTH WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH KOPR- SHIELD. 3. ALL HOLES ARE COUNTERSUNK 1/16 ° . 4. ALL LUGS ARE DOUBLE HOLED 5. HEAT SHRINK ALL OUTSIDE LUG CONNECTIONS NOTE: CONTRACTOR TO USE KOPR- SHEILD, PENETROX TYPE ° E ° AT THESE CONNECTIONS thitiNne NON- FUSIBLE DISCONNECT SWITCH FUSIBLE DISCONNECT SWITCH TRANSFORMER HOUR METER JUNCTION BOX PB PULL BOX TO NEC/TELCO STANDARDS ABOVE GROUND SERVICES UNDER GROUND SERVICES EXOTHERMIC WELD CONNECTION MECHANICAL CONNECTION (eg LUG, C -TAP) .- r11 a p3 GROUND ROD GROUND BAR PIN AND SLEEVE RECEPTACLE GROUND ROD WITH INSPECTION SLEEVE TOWER EXIT GROUND BAR PM Review: CF meant APPro.m Issue N., 1 OtOmilog No. E — 1 GROUND BAR DETAIL ---- • • ® KILOWATT NOT TO SCALE • • • 1 • ••••. • • • • • Y • • ••• ••••; • • I •• ••Al • ••••• • tol • Q S 5 3 i 1 3 s Rat IS ME • 22" SCT•&R kn Miami Shores Village BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Electrical cc�� Owner's Name (Fee Simple Titleholder) NE Presbyterian Church us Phone # b��. t ( C d Owner's Address 602 NE 96th Street City Miami Shores State Florida Zi 33138 Tenant/LesseeName Met PCS Phone# 954- 444 -2822 E -MAIL: bsimon@wireacq.com Job Address (where the work is being done) 602 NE 96th Street City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # 11- 3206 -014 -1410 Is Building Historically Designated YES NO Contractor's Company Name Tower Communication Services Contractor's Address 3391 NE 6th Terrace City Pompano Beach State FL Zip 33064 Qualifier Name Richard Clarke Phone # State Certificate or Registration No. EC13004033 E -MAIL: Value of Work For this Permit $ $2,500.00 Type of Work: Addition ❑Alteration Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Architect/Engineer's Name (if applicable) Morrison Hershfield ❑New Permit No.a(,._► ( — ( :cz ) Master Permit No. Phone # Certificate of Competency No. Phone # 954 - 577 -4655 Square / Linear Footage Of Work: 9 sq ft ❑ Repair/Replace ❑ Demolition Describe Work: Install additional electronic radio cabinet within existing steeple tower. *** * *, *** * * * * * ** * ** * * * ** * * * * ** * * * *,r * *** F ees * ** *, ****** ** *, * ** * ** *** * * * * * * * ** * ** * * * * ** r ,,,„.. Submittal Fee $SOCQ V- Permit Fee $ /J ', 9v 2 //-5/? CCF $ •t 0/ C Notary $ Training/Education Fee $ Co) Technology Fee $ R- ` - �J Scanning $ .C CO Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 1 UJ See Reverse side - L 110 0 r t7f , 1r ,) $Y: Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N/A 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 a y ence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or A _' ent The foregoing instrument was acknowledged before me this \C> day of )4� , 20tO , by p\ (W , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Com * * * * * * * * =* * ** APPLICATION APPROVED BY: (Revised 02/08/06) * * Contractor �o, The foregoing instrument was acknowledged before me this 1 day of , 20 !A , by R •S rj 9‘4k who is personally known to me or who has produced as identification and who did take an oath. . Ex'ires Se • 10 201 s . ► Commission # DD 817556 sfot?- �� Through National Notary Assn. + �,.... /Jl * s en 10, 20', mission # D;; + 755E Bonded ,hrour'' Nal a 1 c ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning STATE OF FLORIDA 1 HEREBY CE original copy COUNTY OF MIAMI - DADE original ' is office on mil, of ! - - WITNESS m h nd and OMciai S 1. A.D. 20 THE UNDERSIGNED hereby gives notice that improvements will be mader 'rt . C -•` K, c ` Cr i•. I: an. County Courts property, and in accordance with Chapter 713, Ftorida Siadubes, the following D.C. Is provided n this Notice of - 1. Legal description of property and stieet/address: 602 NE 96 ST: MIAMI SHORES SEC 2 PB 10 LOTS 1 TO 10 INC BLK 61 LOT SIZE IRREGULAR 2. Description of Improvement install. new radio Cabinet (FL616) 123.01-52 PO4E3 11■47 I3 ri ,;S NEM CFNt 2010R02923-513 NOTICE OF COMMENCEMENT OR B1: 27269 Ps 3085; (1s) A IIECORB® COPY MOST BE POSTED WIDE JOB Sf E I T S TJME IF ET N HA R V EDED V I N, CL CLERY, OF OF C C tIR{fEY RUIN OURT MIAMI-DADE COUNTY! FLORIDA PERMIT NO. TAX FOLIO No 11-3206-014-1410 LAST PAGE STATE OIFF.ORIDA,COURT'OFLAD2 ' that this e � , «, , re e Space above reserved for use of recording office 3. owner(e) name and address: Metro PCS, 1000 Sawgrass Corp Pkwy, Suite 400, Ft. Lauderdale, Florida 33323 Interest in property: Leasehold Name and address of fee simple titleholder. NORTHEAST PRESBYTERIAN CHURCH U S 602 NE 96 ST MIAMI FL 33138 4. Contractor's name, address and phone number: Tower Communication Services, Inc: 3391 NE 6th Terrace, Pompano Beach, FL 33064 954 782 - 8930 5. Surety: (Payment bond squired by owner from contractor, *any) Name, address and phone number: N/A Amount of bond $ 6. Lender's name and address: N/A 7.. Persons villain the. State of Florida designated by Owner upon whom notices or other dOcurnEsts step/ be selYedeSProvided . by Section 713.13(1Ra)7., Florida Statutes, Name, address and phone number. 8. In. addition to himself,. Ownum dam. the following person(s) to rare a crgty of the LFenu'a Notice as proWded in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement (the expiration date Is 1 year frcmlitre date of reoord'ng unless a dwetent date is specified) WARNING_ TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMBIT ARE CONS IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY B F RE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENt Signature(s) of r(s) Owner(s)' Authorized Officer/Director/Partner/Manager By 4.7 Ai By Prepared by Steve Morin Print Name Paul Ra r Print Name 11471 W. Sample Road. Suite 29 Title/Office Site Acquisition Manager TRW/Office . Oral Springs, FL 33085 STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing Instrument was acknowledged before me this , 28 day of Apra . 2010 - By Pau1 o Individually, or IR as Site Acauisiithri Mpnaoer for Metro PCS a Personally known, or L`] produced the following type of Identification: Signature of Notary Public: _ %' a 11 ► �i l� Print Name: y rrt k �� ;39 (SEAL) - � a� Commission # DD 870148 RIFlCATION PURSUANT Ta % ' � Bonded Through . }/E sECTt�a� 9,, PLQRIf7A STAT[ 09 National Notary Assn. Under penalties of perjtuy, I declare that 1 bane read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owners a )'s Authorized Ol er/Director/ Partner /Manager who signed above: BY 04/06/2010 11:03 FAX 3057589597 MSPC AO, 1, l e 1,0. metri; March 1. 2010 NoiihE st Presbyterian Church 602 NE 96 Street Miami Shores, FL 33138 RE: MetroPCS Lease Agreement - Request for consent to perform modifications Site #: FL616 To Whom it Mat Concern: The purpose of this letter is to request your consent, as required under Parch 1 of the Communications Site Lease Agreement by and between MetroPCS Florida LLC ("Metro") and NorthEast Presbyterian Church, for modifications to Metro's equipment located on your property at 602 NE 96 Street, Miami Shores, Florida.. Metro would like to revise its equipment by installing an additional radio cabinet within Metro's existing lease area. Please acknowledge your consent to these modifications by signing below and returning a copy to me either via email or by fax. My fax number is 561860 -9396. Thank you for your attention to this matter_ Sincerely, Bart Simon Contractor for Metro PCS 954. 444 -2822 .xa ej& 1000 Sawgrass Corporate Parkway Suite 400 Fort Lauderdale, Florida 33323 Tel.: 954.83 9.26100 Fax: 954.838.7104 I ac ledge an sent the modification referenced above to be made by MetroPCS. Name: Print Name: 1 I>. 1C4 N fru1..�` ` �N Tide: Oet4..cmith4S i'rV63 6 Date: ° t k,'C1 Cc: MetroPCS file 001 S'4i1- °Sara- *3`h+ THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIRE EBT, 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_ AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. OMR L - ADD' i; sr. ., Lg I; - «.i POUCYNUMBER POLHCYEFFECTIVE __ r i__; ..i.:■ u i POLICTIDIPIRATI NI ■: i 1,'„,". P; .iu LETS A mmmo American Guaranty &Liab Ins C GENERAL LIABILITY COMMERCIAL GENERAL UABILITY 6605621N458 5/29/2009 5/29/2010 EACHOCCURRENCE $1,000,000 $100,000 X DAMAGE TO Ream mumimmmioaccummm CLAIMS MADE ill OCCUR $$ED ea' (Anne +) $ 5, 00 0 PERSONAL &ADVIN.NfRY $1, 000, 000 GENERaL AGGREGATE $2,000,000 GENt AGGREGATE LENT APPLIES PER PO n n LOC PRODUCTS- cOMPf0PAGO $ 2,000,000 171 AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS COMBINED SINGLE L6i8T (Ea) BODILY INJURY (Par person) GODLY INJURY (Per ) PROPBTIYDAMAGE (Per accident) $ GARAGELIABIUTY ANY AUTO AUTOONLY- EAACCIDENT $ OTHER THAN EA ACC $ AUFOONLY: AGG $ B EXCESS/UMBRELLA LIABILITY AUC5327459 -05 5/29/2009 5/29/2010 EACHOCCURRENCE $5,000,000 X OCCUR I I CLAMS ANTE $5,000,000 DEDUCTIBLE RETENTION $ $ $ $ WORKERS COMPENSATION AND EMPLOYERS LIABILITY ANY PROPRIETOR/PARTNER/EXECUTNE OFFICER/MEIABEREXCLUDED? O describe under SPECIAL PROVISIONS below 1 LIMITS I I I E.LEACHAC ENT $ EL DISEASE -EA EMPLOYEE $ E.L DISEASE- POLICY LIMIT $ OTHER LLATION FLOATER I!4S11980 -0 12/18/2009 12/18/2010 OCC CE 100,000 of the policy_ Proof of Insurance DESCRIPTIONOPOPERATIONS/LOGATIONS/VBECLESIEXCUISIONSADENSHWENBORSEHENT/SPECIALPROVISIONS Communication Equipment Installation - Subject to the terms, conditions, E. exclusions Only. License #CGC1509188, #EC13004033 ' ACORD CERTIFICATE OF LIABILITY INSURANCE DATE` DEUM1' 3 /12/22 010 PRODUCER Phone: 954- 979 -5855 Fax: 954- 979 -6788 PJK Insurance, Inc. 2500 No tha er ine 2500 North Powerl Road THIS CERTIACATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDISL TIS H CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Tower Communication Services, 3391 NE 6th Terrace Pompano Beach FL 33064 mmomRwThe Travelers Indemnity Co. mmmo American Guaranty &Liab Ins C 26247 a RERCESSex Insurance Co miny INSURERD_ INSURER E Miami Shores Village 4 10050 NE 2nd Ave Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED THEREOF, THE ISSUING INSURER BEFORE THE EXPIRATION DATE WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE ENSURER, ITS AGENTS OR REPRESENTATIVES. A1PTHORIZ EDR)3 1TATNE ,Sae COVERAGES ACORD 25 (2001/08) CANCELLATION 0 ACORD • 'eat 11.9 kt" ,-• • . --- • 1 a 1.•,' .1 • -•••: A-1 COMPOUND PLAN AND CABINET ELEVATION A-2 EQUIPMENT LAYOUT fbTic4a City _ 1 OVERVIEW MAP 2 metroPCS PROJECT NAME: METRO PCS SITE ID: PROJECT TYPE: PROJECT LOCATION: LOCATION SKETCH SITE DIRECTIONS FROM METROPCS OFFICE: TAKE 1-595 (PORT EVERGLADES EXPY) EAST. AT EXIT BA, MERGE ONTO FLORIDA'S TURNPIKE. MERGE ONTO 1-95. AT EXIST 8A, TURN RIGHT (WEST) ONTO NW 95TH ST. TURN LEFT TO STAY ON NW 95TH ST. TURN LEFT (NORTH) ONTO N. MIAMI AVE, THEN IMMEDIATELY TURN RIGHT (EAST) ONTO NE 96TH ST. ARRIVE AT SITE. APPLICABLE BUILDING CODES AND STANDARDS ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT CONDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORMES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: FLORIDA BUILDING CODE 2007 W/ 2009 REVISIONS 2. ASCE 7-05 (146 MPH BASIC WIND SPEED) 3. ANSI/EIA/TIA-222-G 4. FLORIDA FIRE PREVENTION CODE- 2007 5. NATIONAL ELECTRICAL CODE (NFPA 70-2008) 6. CITY AND/OR COUNTY ORDINANCES 3 MIAMI SHORES PRES. CHURCH FL616-SW6 1 44 3n1' Shores Vii1E-e MODIFICATION TO EXISTING UNMANNED WIRELES BY TELECOMMUNICATION SITE 602 NE 96TH ST MIAMI SHORES, FL 33138 SITE INFORMATION CONTACT METROPCS CONTACT: SITE ACQUISMON: PROPERTY OWNER: CONSULTANT REPRESENTATIVE: PROFESSIONAL OF RECORD: INFORMATION MIKE JULIAN (561) 255-4955 METROPCS PAUL RAJKUMAR (954) 514-6331 NORTHEAST PRESBYTERIAN CHURCH 602 NE 96TH ST MIAMI, FL 33138-2742 CESAR FERMIN, PROJECT MANAGER MORRISON HERSHFIELD CORPORATION (954) 577-4655 ROBERT JERRY LARA REGISTERED ARCHITECT FL UC. # 92824 MORRISON HERSHFIELD CORPORATION (954) 577-4655 YAN WANG PROFESSIONAL ENGINEER FL UC. # 62209 MORRISON HERSHFIELD CORPORATION (954) 577-4655 4 E-1 ELECTRICAL PLAN 1PR f7 V1( BY: ...... 4 0...fp..., ELCO DA O GC IFIJANCE WITH ALL FEDERAL , L ( UN 1 RI ES AND REGULATIONS LIST OF DRAWINGS • • • • • • • •• • • • • ...... 1 • • .. ... • .. •• °° • eS • • ,4 1. * • • • ISSUE 0 0 ISSUE 0 • • • • • • • • • • • • • • • • 5 3 2 SCA* As Siam 0 LB. R1. D rown Elel • AN • • PM Reviler: • • °° cr • • • Issue No. DO NOT SCAtE DRAWINGS. CONTRACTOR NUST VERIFY ALL OINENDONS NORM= CONSULTANTS OF NW ERROR8 OR OMISSION& NO VARIATIONS OR MODIFICATIONS 'MINORS SHOWN SHALL BE IMPLEMENIEDWRHOUT PRIOR WRITTS4 APPROVAL. ALL PREVIOUS ISSUES OF THE DRAWING ARE SUPERSEDED WIRE IATEST REVIS1001 ALL DRAVANS8 AND SPECIFICATIONS REMNN THE PROPERTY OP NORMAN HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL RE PROVIDING CONSTRUOMN REVIEW OP THIS PROJECT. 17v "r• ROBERT JERRY LARA REGIbititeUARCIHRECT STATE OF FLORIDA AR92624 MORRISON HERSHFIELD Two South University Drive, Suite 245, Plantation, FL 33324 Tel: 954.577.4855 Fax 954.577.4858 State of Florida COP 00008508 www.morrisonhershfiekLoom Client: metroPCS 1000 SAWGRASS CORPORATE PKWY SUITE 400 FT. LAUDERDALE. FL 33323 Project: MIAMI SHORES PRES. CHURCH FL61 6-SW6 144 602 NE 96TIC ST MIAMI SHORES, FL 33135 Drawing TiUe: 6 COVER SHEET 0 Project No. 7100004 Dote 02/22/10 Checked Br Meru 41pproval Ostedeg tect. G-1 SEE 5 ase zr 3.-tr an D 2 ARCHITECTURAL GENERAL NOTES 1. WORK SHALL COMPLY WITH ALL APPUCABLE CODES, ORDINANCES, AND REGULATIONS. ALL NECESSARY UCENSES, CERTIFICATES, ETC., REQUIRED BY AUTHORITY HAVING JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. 2. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS AND CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE WORK UNDER THIS CONTRACT. ALL MANUFACTURERS RECOMMENDED SPECIFICATIONS, EXCEPT THOSE SPECIFICATIONS HEREIN, WHERE MOST STRINGENT SHALL BE COMPLIED WITH. 3. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF ANY AND ALL MECHANICAL, ELECTRICAL, PLUMBING, OR STRUCTURAL ELEMENTS, AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE MET. NOTIFY THE CONSULTANT OF ANY CONFLICTS. THE CONSULTANT HAS THE RIGHT TO MAKE MINOR MODIFICATIONS IN THE DESIGN OF THE CONTRACT WITHOUT THE CONTRACTOR GETTING ADDITIONAL COMPENSATION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING, SITE, AND ANY OTHER SURROUNDING AREAS TO A BLIILN THAN NEW CONDITION. 5. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPUCABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 6. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LAKE OR SIMILAR CONDITIONS, EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECIFICATIONS, UNLESS NOTED OTHERWISE. 7. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 8. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED DATE OF COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY. 9. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY OWNER'S REQUIRED DATE, THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY GENERATOR UNTIL THE POWER COMPANY CONNECTION IS COMPLETED. COSTS ASSOCIATED WITH THE TEMPORARY GENERATOR TO BE APPROVED BY THE OWNER. 10. PLANS PART OF THIS SET ARE COMPLEMENTARY. INFORMATION IS NOT LIMITED TO ONE PLAN. DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED BY THE OWNER ON OTHER PROJECTS OR EXTENSION TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO MORRISON HERSHFIELD. THESE PLANS WERE PREPARED TO BE SUBMITTED TO GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPLIANCE WITH APPLICABLE CODES AND IT IS THE SOLE RESPONSIBILITY OF THE OWNER AND /OR CONTRACTOR TO BUILD ACCORDING TO APPLICABLE BUILDING CODES. 11. IF CONTRACTOR OR SUB - CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUB - CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE CONTRACTOR AND SUB - CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUB - CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. 12. IN EVERY EVENT, THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED TO BE A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION BUT THIS SHALL NOT RELIEVE THE CONTRACTOR, SUB - CONTRACTOR, AND /OR SUPPLIER /MANUFACTURER FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED TO THE MINIMUM SPECIFICATION. IF ANY ITEMS NEED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE A COMPLETE, ADEQUATE AND SAFE WORKING CONDITION, THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE DRAWINGS. FOR EXAMPLE, IF AN ITEM AND /OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE (LE. ELECTRICAL WIRE), STRONGER OR LARGER PIPING, INCREASED QUANTITY (LE. STRUCTURAL ELEMENTS), REDUCED SPACING, AND /OR INCREASED LENGTH (I.E. BOLT LENGTHS, BAR LENGTHS) THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE BID /PROPOSAL THESE DOCUMENTS ARE MEANT AS A GUIDE AND ALL ITEMS REASONABLY INFERRED SHALL BE DEEMED TO BE INCLUDED. 13. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE CONTRACTOR. IMPORTANT NOTICE THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND INFORMATION PROVIDED BY OTHERS. MORRISON HERSHFIELD CORPORATION CANNOT GUARANTEE THE CORRECTNESS NOR COMPLETENESS OF THE EXISTING CONDITIONS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF. CONTRACTOR AND HIS SUB - CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDI11ONS AS REQUIRED FOR PROPER EXECUTION OF PROJECT. REPORT ANY CONFLICTS OR DISCREPANCIES TO THE CONSULTANT PRIOR TO CONSTRUCTION. ELECTRICAL GENERAL NOTES COMPOUND NOTES A GENERAL 1. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER WITH THE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS FOR WORK SUCH AS EQUIPMENT AND WIRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS SHOWN AND SYSTEMS OF OTHER TRADES. 2. OBTAIN ALL PERMITS, PAY ASSOCIATED FEES AND SCHEDULE INSPECTION. 3. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, INSURANCE, AND SERVICES TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE SATISFACTION OF METRO -PCS & LAND/TOWER OWNER 4. PRIOR TO BEGINNING WORK COORDINATE ALL POWER AND TELCO WORK WITH THE LOCAL UTILITY COMPANY AS IT MAY APPLY TO THIS SITE. ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THE UTILITIES INVOLVED GENERAL CONTRACTOR IS RESPONSIBLE FOR VED. REQUESTING CONNECTION OF COMMERCIAL POWER FROM THE POWER COMPANY. ELECTRICAL CONTRACTOR SHALL COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR. 5. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS WORKMANSHIP PER NECA STANDARD 1 -2000 BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH WORK AND SHALL SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE PROGRESS OF THE PROJECT. B. BASIC MATERIALS AND METHODS 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL JURISDICTION AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS. 2. ARRANGE CONDUIT, WIRING, EQUIPMENT, AND OTHER WORK GENERALLY AS SHOWN, PROVIDING PROPER CLEARANCES AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACH LOCATION WITHOUT SUBSTANTIAL ALTERATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD CONDITIONS OR OTHER CAUSES, PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE. 3. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS, BENDS, FITTINGS AND ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK TO THE CONDITIONS. 4. SEAL AROUND CONDUITS AND AROUND CONDUCTORS WITHIN CONDUITS ENTERING THE MODULAR CABINETS WHERE PENETRATION OCCURS WITH A SILICONE SEALANT TO PREVENT MOISTURE PENETRATION INTO BUILDING. C. CONDUCTORS AND CONNECTORS UNLESS NOTED OTHERWISE, ALL CONDUCTORS SHALL BE COPPER, MINIMUM SIZE #12 AWG, WITH THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS -LINKED POLYETHYLENE INSULATION CONFORMING TO NEMA WC7. (TYPES THHN). INSULATION SHAD_ BE RATED FOR 90 DEG. CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC. 2. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPUCES. SPLICES ARE NOT ACCEPTABLE. IF SPUCES ARE UNAVOIDABLE PRIOR APPROVAL FROM THE ENGINEER MUST BE OBTAINED. D. GROUNDING 1. ALL SAFETY GROUNDING OF THE ELECTRICAL EQUIPMENT SHALL BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT EDITION OF NEC. 2. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI- OXIDANT AGENT, SUCH AS NO -OX, NOALOX, PENETROX OR KOPRSHIELD. 3. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING SHALL BE #2 AWG SCUD BARE TINNED COPPER. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN B° AND THE ANGLE OF ANY BEND SHALL NOT EXCEED 90'. GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING. 4. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMO- WELDING WITH ERICO T -319 GALVANIZING BAR. 5. ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL EXOTHERMIC WELDS TO EXTERIOR GROUND RING SHAD. BE THE PARALLEL TYPE, EXCEPT FOR THE GROUND RODS WHICH ARE TEE EXOTHERMIC WELDS. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING. USE SPRAY GALVANIZER SUCH AS HOLUB LECTROSOL #15 -501. PROJECT INFORMATION 1. THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBUC CELLULAR SERVICE. 2. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY AND IS EXEMPT FROM THE FLORIDA ENERGY REVIEW CODE. 3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. 4. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. 5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. 6. METROP S MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER VISIT. 1. THE MINIMUM LOWEST FIRST FLOOR ELEVATION SHALL NOT BE LESS THAN 4" ABOVE CROWN OF ROAD OR THE FEDERAL AND /OR COUNTY FLOOD CRITERIA ELEVATION, WHICHEVER IS HIGHER. CONTRACTOR SHALL SUBMIT AN ELEVATION CERTIFICATE (IF REQUIRE BY THE JURISDICTION) UPON COMPLETION OF PROJECT. 2. 3. 4. WORK OUTSIDE OF THE PROPERTY UNE INCLUDED IN THIS SET OF DRAWINGS SHALL BE, BUT NOT UMITED TO, DRIVEWAYS, SODDING TO ASPHALT UNE AND UTILITY CONNECTIONS. EXISTING TREES WITHIN CONSTRUCTION FOOTPRINT SHALL BE REMOVED AND PROPERLY DISPOSED OF. CONTRACTOR SHALL PROCURE PERMIT PRIOR TO REMOVAL CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY ALL UTILITY SERVICE CONNECTION LOCATIONS PRIOR TO SUBMITTING BID AND PROCEEDING WITH WORK. IT IS RECOMMENDED THAT THE CONTRACTOR VISIT THE SITE AND VERIFY ALL DIMENSIONS AND NOTES BEFORE SUBMITTING BID AND PROCEEDING WITH WORK. 5. SOIL AT THIS SITE IS UNDISTURBED ROCK AND SAND ADEQUATE OF SUPPORTING THE DESIGN LOAD OF 2000 P.S.F. IF OTHER CONDITIONS ARE ENCOUNTERED, NOTIFY MIRRISON HERSHFIELD BEFORE PROCEEDING WITH WORK. THIS VALUE IS CONSIDERED SAFE WITH RESPECT TO ACTUAL FAILURE OF THE SUPPORTING GROUND, BUT DOES NOT NECESSARILY ENSURE THE PREVENTION OF EXCESSIVE FOUNDATION MOVEMENTS. 6. BURY PHONE, AND ELECTRIC SERVICE NO LESS THAN 24 BELOW FINISH GRADE WITH 1' -0" RADIUS SAND BACKF1LL AROUND PIPES. COORDINATE W/ ELECTRICAL DRAWINGS. 7. IN ORDER TO AVOID ANY CONFLICTS, CONTRACTOR SHALL COORDINATE ALL HIS PRACTICAL TRADES. .. • • .... • • .• • ;•• .•• • • • •• • .:.:.. • • ••• ••• • • • • •• • • ••• •• • • • • • • • • • i• • • • • ••• • • • • •• ••• • • • • • • • • • • • • • DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY Au D0BffiWAB AND ACME CONSULTANTS OP ANY ERRS OR OMISSIONS. ND VARIATIONS OR MO,AFlOATIONBTO WOW( SHOWN SHALL BE ISPLEW IBIED WITHOUT PRIOR WRITTEN APPROVAL. ALL PROADUS MOTES OFTIUS DRAWNE ARE SUPERSEDED BY THE LATEST REVISION. All DRAWINGS AND SPECIFICATIONS REMAIN THE WY OF NORRISON HERSHFIELD CORPORATION. NEITHER MORRISON /ER8/6D3D NOR THE ARCHITECT WILL BE PROVIDING cal TThSOON REVIEW OF THIS PST. ROBERT JERRY LARA REGISTERED AR.CHf rECT STATE OF FLORIDA AR82S24 5 4 3 2 1 0 A No. 03/24/10 03/04/10 Dote Seale: As Steno LB, RL Drawn Br AN w Review: OF Issue No 0 6SUE0 FOR PERIN c0 cuENr REVIEW Action MORRISON HERSHFIELD Two South University Drive, Suite 245, Plantation, FL 33324 Tel: 954.577.4855 Fax: 954.577.4855 State of Florida COS 00008808 Wm .moniaonhersh5eld.com Client: m metroPCSK 1000 SAWGRASS CORPORATE PKWY SUITE 400 FT. LAUDERDALE. FL 33323 Project: MIAMI SHORES PRES. CHURCH FL616 -SW6 144 602 NE 96TFT ST MIAMI SHORES, FL 33138 Droving Title: GENERAL NOTES Peeled No. 7100004 Dote 02/22/10 maw es R6. Chad Approve: Droning N•. G -2 1 2 3 4 • • ••• • ••• • • • • • • . • . ••• • • •••. • • •• • •• •• • • 6 SON B SR OI a', elf VS D C B A EXISTING SANCTUARY BUILDING COMPOUND PLAN SCALE: 1 16" =1' -0" (BASED ON 22X34 PAPER SIZE SCALE: 1/32 " =1' -0" (BASED ON 11X17 PAPER SIZE EXISTING CONCRETE WALKWAY / / TRUE NORTH 4. 11D f GRASS AREA EXISTING DECORATIVE POOL EXSTNG METROPCS ELECTRICAL EQUIPMENT IN EQUIPMENT ROOM ON 4TH FLOOR OF EXISTING STEEPLE. EXISTING STEEPLE METROPCS EQUIPMENT CABINETS IN EQUIPMENT ROOM ON 4TH FLOOR OF POSTING STEEPLE SEE DETAILS A&B /A -2 NOTE: NO ANTENNA WORK TO BE DONE AT THIS SITE f EXISTING BREEZEWAY /1/ EXISTING 2 -STORY BUILDING NOTES: 1: CONTRACTOR IS RESPONSIBLE FOR PLANNING & INSTALLATION COMPLIANCE WITH ALL FEDERAL, STATE & LOCAL CODES, RESPONSIBLE FOR PUWNG ALL REQUIRED PERMITS, ARRANGING FOR ALL INSPECTIONS AND OBTAINING ALL APPROVALS 2: COMMUNICATION AND COORDINATION WITH METROPCS CM IS VITAL TO COMPLETION OF THIS PROJECT. CONTRACTOR SHALL INFORM MH OF ANY DEVIATIONS TO THIS PROJECT. PROPOSED METROPCS 4G EQUIPMENT CABINET IN EXISTING EQUIPMENT ROOM. SEE SHEET A -2 "Y EL 4O' -O" A.G.L TOP OF SLAB AT EQ. ROOM LEVEL tO 3' -O° 51/2° EXISTING METROPCS RADIO CABINET TO REMAIN CABINET ELEVATION SCALE: 1/2" =1' -0" BASED ON 22X34 PAPER SIZE) SCALE: 1/4"= 1 -0" (BASED ON 11X17 PAPO, • EXISTING METROPCS BATTERY CABINET TO REMAIN ••• • • • • • •• • • • • • • • •• S - - • • • ••• •• • • • SLAB OF • • E( CIE • - ROOM •• • • • • • • • • . • • • • • • • • • • • • • • OD NOT BANE DRAWINGS. CONTRACTOR NWT VERIFY ALL DNERSIONS ANC ADVISE CONSULTA TS OP ANY MORS OR MORONS. NO VARIATIONS ORM PtATWNBTOWORN SHOWN SHALL BE S,Plne TEO WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OP THIS DRAWING ARE SUPERSEDED EYRIE LATEST REVISION. ALL DRAWINGS MO SPECIFICATIONS REMAIN THE PROPERTY OP NTORRISON HERSHPBLD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OP T}SS PROJECT. ROBERT JERRY LARII REGIS ItI<tD ARCHITECT STATE OF FLORIDA ARi2ffi4 6 5 4 3 2 0 A N o. 03/24/10 o3/o4 /to Dote ISSUED FOR PEWIT CD CLIENT REVIEW Action MORRISON HERSHFIELD TWo South University Drive, Suite 245, Plantation, FL 33324 Tel: 954.577.4855 Fax: 954.577.4858 State of Florida COP 00008508 W WW.monisonhershf eld.com Client: meiroPCSg 1000 SAWGRASS CORPORATE PKWY SUITE 400 FT. LAUDERDALE. FL 33323 Project: MIAMI SHORES PRES. CHURCH FL616-SW6 144 602 NE 96TIT ST MIAMI SHORES, FL 33138 Drawing Title: COMPOUND PLAN AND CABINET ELEVATION Scdc M Shone L B. RL O wen By: AN PM Rodeo: CF Issue No. 0 Padget No. 7100004 Dotty 02/22/10 Checked By: Rt. Client Aopeureof DmetBg No A -1 1 2 3 4 • • • ••• • • • • • • • • • •• •• • • 5 • • • ••O • 01 •• ••• •SS 6 aer BBH•a'■JfV5171 D C B A EQUIPMENT LOST LEGEND O RADIO CABINET OB RADIO CABINET W/ BRAMS © RADIO CABINET W/ BRAMS BI ANK ® BATTERY CABINET O FUEL CELL CABINET OF FUEL CELL STORAGE CABINET © EZBFO BAIItHY CABINET pH 46 CABINET Ol 4G CABINET W/ BRAMS MANIC B -UNE B -24 GALV. UNISTRUT B -LINE B 450 U- WASHER 1/4 CONC LAG BOLTS (TAPCONS OR EQUAL) 2" EMBED. EXISTING CONCRETE PAD (1) 2" DIA. CONDUITS FOR TELCO SERVICE & (1) 1 -1/4" DIA. FOR ELECTRIC SERVICE ROUTING SECURED TO CHANNEL WITH B -UNE 2000 SERIES PIPE CLAMPS. CONDUIT ATTACHMENT DETAIL SCALE: NOT TO SCALE EXISTING METROPCS FIBERNET CABINET ON WALL TO REMAIN EXISTING EQUIP. LAYOUT SCALE: 1/2"=1' -0" BASED ON 22X34 PAPER SIZE SCALE: 1/4 " =1' -0° (BASED ON 11X17 PAPER SIZE EXISTING ACCESS LADDER (TYP. OF 2) EX4STNC METROPCS EQUIPMENT i /— ROOM ON 4TH FLOOR OF STEEPLE TRUE NORTH EXISTING METROPCS BATTERY CABINET TO REMAIN EXISTING A/C UNIT EXISTING METROPCS RADIO CABINET TO REMAIN EXISTING METROPCS PPC CABINET INOHORING NOTE: WHENI A BRAMS LS INSTALLED AS A MINIMUM, PROVIDE (4) 1/2' STAINLESS BOLTS BETWEEN, 46 CARNET AND BRAMS BASE FRAME. PROVIDE (4) 3/4 "e HILTI HAS ANCHORS W/ HIT HYI5O MAX EPDXY AND MIN 3 3/8" EMBEDMENT BETWEEN BRAMS BASE OR CABINET AND CONCRETE FLOOR Co N EXISTING METROPCS FIBERNET CABINET ON WALL TO REMAIN 1/2 IL Lk- -- A EL 40' -0' AG.L TOP OF SLAB 2' -5 1)K PROPOSED METROPCS 4G EQUIPMENT CABINET IN EXISTING EQUIPMENT ROOM AO DOWN UP EXISTING ACCESS LADDER (TYP. OF 2) PROPOSED EQUIP. LAYOUT SCALE: 1/2"=1'-0" (BASED ON 22X34 PAPER SIZE SCALE: 1/4 " = 1' -0" (BAS ON 11X17 PAPER SIZE EXISTING METROPCS RADIO CABINET TO REMAIN EXISTING METROPCS PPC CABINET EXISTING METROPCS BATTERY CABINET TO REMAIN • •• ••• • • • • . e• • • • • • • • • • • • • • • • • • • • • 44 ••• • EXISTING METROPCS EQUIPMENT ROOM ON 4TH FLOOR OF STEEPLE EXISTING A/C UNIT • • • ••• • • • • • TRUE NORTH • • • • • • • • • •• • i • ••• • • • • • ••• • • 4 4 • O NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DUNIISENSANO AMISS CONSULTANTS OF ANY ERRORS OR OHMS/DNS NO VARIATIONS OR MOoIFNAT'oNSTO WORK SHOWN SHALL SE OPLEIU =NTEO WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OFTWS DRAWING ARE SUPERSEDED SYTIE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MaRRHSON HERSHFaxD CORPORATION. NEITHER MORRISON HERSHPElD NOR THE ARCHITECT SE PHWmNO CONSIRUCHQN RHO. OP THIS PROJECT ROBERT JERRY LARA REGISTERED ARCHITECT STATE OF FLORIDA AR82824 6 5 4 2 1 0 A N o. 03/24/10 03/04/10 Dote Salo As Shun l.B. RL DU7•n AN PSI Review CF Issue No. 0 ISSUED POR PERIiT CD CUENT RENEW Action MORRISON HERSHFIELD Two South University Drive, Suite 245, Plantation, FL 33324 Tel: 954.577.4855 Fax: 954.577.4555 State of Florida COD 00008508 www.mordsonhershfield.com Client: meiroPCSg 1000 SAY/GRASS CORPORATE PKWY SUITE 400 FT. LAUDERDALE. FL 3.3323 Project MIAMI SHORES PRES. CHURCH FL616-SW6 144 602 NE 96T1-T ST MIAMI SHORES. FL 33138 Drawing TiUe: EQUIPMENT LAYOUT Pr•Iect No. 7100004 Dote: 02/22/10 Checked ey: RL caw A Oro+tro A -2 1 2 3 4 • •••• e I•• 6 SSE S SS• ET X 'r C B A ... _ _. BOND CABINETS (2) /2 AWG BUD EXISTING EQUIP. TO EXISTING T ROOM GROUND BAR EXISTING 4 CU. GROUND CO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL n s NMNAME CONSULT/UM O ANT ERR OR APPROVAL SHOWN SHALL VARIATIONS TIONSO DWmwrPWORLYm WORK SUPERSEDED �B MS DRAWING ARE AND TCONS REMAIN THE PROPERTY OF MORRISON I CORPORATION. NQRI R MORRISON HERSH ED NOR TIB ARCHITECT' WILL BEPRDVIONGCONSTR CONSTRUCTION MOFTICP CT. ! REFER TO ARCHITECTURAL SITE PLAN FOR EXACT LOCATION OF ALL EQUIPMENT SHOWN EXISTING SERVICE UTILITY EXISTING METER EXISTING HALO _ � „ NOTE: PIGTAIL AL GROUNDING FOR FUTURE EQUIPMENT AS REQUIRED. E LEC. CONDUCTOR IN 3/4 COND- VERIFY AND TEST- IF REQUIRED ROBERT BERRY URA RE ARCHCT OF FloRIDA a4 r. � 1 l �� EXISTING CABINET 1MIr � . EXISTING CABINET 'mss'+ r° r r 7 1i. CABINET ENCLOSED EXISTING 200A NEMA 3R ENCLOSE FUSED DISCONNECT T REPLACE I 1 GROUNDING NOTE: EXISTING 200A 2P UTILITY CIRC. NOTE: CABINET GROUNDING SHOWN IS SCHEMATIC IN NATURE. REFER TO ARCHITECTURAL SITE PLAN DRAWING FOR EXACT ORIENTA11ON OF CABINETS /SLAB. REQUIRED BY NEC. CONTRACTOR SHLL RESPONSIBLE TO COORD AND INSTALL ALL SU AND LIGG PROTECTION ND SPECIFIED BY MElROPCS. OUTLINE OF EXISTING POWER CABINET I l i L / BRXER EXISTING (2) 5/8 X 10 -0 D. DRIVEN GROUND ELECTRODES 6' -0 APART BRANCH CIRC. LOAD CENTER INSIDE POWER CABINET (PANEL PP -1) W /12 POSITIONS. REFER TO PANEL SCHEDULE THIS ____J NEW 60A -2P CIR BREAKER I er Annowill TYPICAL CABINET GROUNDING PLAN NEW EQUIPMENT CABINET T ...... ),..—EXISTING 410 NOT TO SCALE #2 AWG GRN 2 HOLE LUG 1/4 -20 HEX BOLT 1/4 FLAT WASHER 6 • • EXISTING FPL FIBER CABINET OPTIONAL- NEW FIBER LINE. COORDINATE WITH FPL L SHEET EXISTING TELCO U11UTY 5 4 3 • • TELCO BOARD m 2 AIM A imil EXISTING TELCO BOARD INSIDE f R CABINET s GROUND TELCO CABINET AND TIE IN GROUND LEAD TO TELCO BACK -BOARD ..• r. WHERE APPLICABLE 2° DIA. W /PULLSTRING FOR RBS. SEAL END OF CONDUIT FROM WATER PENETRATION COORD. WIRE SIZE AND COND. SIZE W/ EQUIPMENT MANUF. MIN. (2) #4 AWG THHN CU AND (1) #6 IN 1 -1/4 RMC. NEW 2° RNC W/ PULL STRING - COORDINATE SIZE ROUTE WITH METROPCS CM ONE LINE DIAGRAM 1 • i! 1/4° Da. TOOTH LOCKWASHER PRIMARY GROUND BAR/ 1/4 -20 HEX NUT METAL ENCLOSURE INSTALLATION NOTES: 1. SELECT BOLT LENGTH TO PROVIDE A MINIMUM OF TWO EXPOSED THREADS. 2. BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF LUG CONTACT. 3. APPLY ANTI - OXIDANT COMPOUND TO MATING SURFACE OF LUG AND WIPE CLEAN EXCESS COMPOUND, 4. USE SOUD COPPER WIRE AND MECHANICAL 2 -HOLE LUG FOR ALL EXTERIOR GROUNDING. GROUNDING CONNECTION DETAIL 0 os/24po BTSOED FoR PER19T A /a /�o co cum REVIEW Dote Action MORRISON Two South University Plantation, Tel: 954.577.4855 State of Florida www.monisonhershflald.eom ■ HERSHFIELD Drive, Suite 245, FL 33324 Fax 954.577.4858 COO 00008508 • NOT TO SCALE MAIN BREAKER 200A -2P,10 " PANEL RATING: 120/240V, 60 HZ 10, 2 o NEL PP-1 — INSIDE "POWER" CABINET crept: 1000 SAWGRASS CORPORATE SUITE FT LAUDERDALE. cc PKWY 400 FL 33323 0 NOT TO SCALE POS. SERVING BREAKER WIRE SIZE & LOAD (VA) POS. SERVING BREAKER WIRE SIZE & TYPE LOAD (VA) HEAT SHRINK ALL OUTSIDE LUG CONNECTIONS EXISTING JUMPER TO GROUND BAR EXISTING JUMPER TO WAVEGUI PORT TO GROUND KR NEW COAXIAL GROUND KITS W/ LONG BARREL COMPRESSION LUGS ( DOUBLE LUGS ) TO BE INSTALLED BY ANTENNA CONTRACTOR WITH HEAT SHRINK EXISTING COPPER GROUND BAR. o A B A B 1 EXISTING RBS g1 100A -2P EXISTING 7000 A/C COND. UNIT 50A -2P EXISTING 4800 Project: MIAMI SHORES PRES. CHURCH FL616 - SW6 144 602 NE 96THT ST MIAMI SHORES, FL 33138 2 7000 CO 4800 NEW RBS 12 60A_2P 2-14 THHN +16 GRD 5000 9 A/C AHU UNIT 15A -2P EXISTING 1440 5000 10 1440 SPACE - - - 11 SURGE ARRESTOR 30A -2P EXISTING 0 Drawing Title: ELECTRICAL PLAN a 0 0 • o o. o: o o: o 0 0 0 0 0 0 0 0 0 0 0 o o. 0 0 0 0 0 (30(:),...,0 0 0 00 0 000 00000 o o f o GFI RECEPT. 20A-1P EXISTING 180 12 0 TOTAL VA TOTAL AMPS PER PHASE PANEL SCHEDULE TOTAL AMPS 18240 18420 152 154 TYPE HS II NJ CADWELD EXISTING #2 SOUD TINNED CU LEAD TO EXTERIOR LOOP 153 NoT TO SCALE • • : • • • • • • • • • : • • • • • • • • • • Soo* b Strom Propel No. 7100004 Ma 02/22/10 VERIFY IN FIELD NOTES: 1. ALL HARDWARE 8-88 STAINLESS STEEL INCLUDING BELLVILLES COAT MATING SURFACES WITH KOPR-SHEILD BEFORE ATTA . • • • •• LEGEND ••• ••• ••• • • • SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION Orono Br AN Bl NH 2. FOR GROUND BOND TO STEEL ONLY: INSERT A TOOTH WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH KOPR- SHIELD. 3. ALL HOLES ARE COUNTERSUNK 1/16 4. ALL LUGS ARE DOUBLE HOLED 5. HEAT SHRINK ALL OUTSIDE LUG CONNECTIONS NOTE: CONTR KOPR - SHEILD TYPE ° E ° AT THESE NON- FUSIBLE DISCONNECT SWITCH FUSIBLE DISCONNECT SWITCH TRANSFORMER KILOWATT HOUR METER JUNCTION BOX PB - - -- • • PULL BOX TO NEC /TEL ABOVE GROUND SERVICES UNDER GROUND SERVICES EXOTHERMIC WELD CONNECTION MECHANICAL CONNECTION (eg LUG, C -TAP) � r (13 • • • 6 f�DU10Q� OD • •• • i • • • • • • • • • . • • : GIVUNI= BAR• * * * * • • • • • • • •PrIQ AN: RECEPTABLE GROUND ROD WITH INSPECTION SLEEVE TOWER EXIT GROUND • • • • • to ••• • • • • • • • A Pu I Ceant A 0 Crowing No. E- 1 GROUND BAR DETAIL NOT TO SCALE • a Ir B 1 1 2 3 4 5 • : • • w.; � • • • • . • • • •• • •• • •• •• • • ••• • • 6