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1701 Lowe Ave (4)
RECEIVED 1 QTY OF SANFORD PERMIT APPLICATION Application # : .7_bq__!> JUL 1 2 2007 . Submittal Date: r', ' a, -o 7 Job Address: 1-70( LpWt✓ AVS S(J� 2-772- Value of Work: $ -15 Cb- 00 Parcel 1D: Zoning: Historic District: Description of Work: StnlQ t 'n - o� �� � Square Footage: 2 X 3 cel � .................................................................GZr.,,�,,, Permit Type: Building Electrical 13Mechanical E3Plumbing ❑ Fire Sprinkler/Alarm E3Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration E3Change of Service E3Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Plumbing Repair- Residential ❑ Commercial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) ...... ................................................................................................................... Property Owner: n+y p SnCt-tn � � D4 1 [e� Contractor: eo:.tr'o-n TeIeCom -b Address: 3O� ^r+V__) ('C' 61 Address•3601NeS+ tr'C,eCe S1- Phone: E-mail: Phone: bl _7"tate License Number:CQG(�(o I �ic15 Bonding Company: Mortgage Lender: Address: Architect/Engineer: Address: Address: Phone: // 11 Fag: Plan Review Contact Person LbK iS Phone: GRALA316% yag. 06302-8'77o E-mail: �_.' [CiV1d�1LS'1 C \':aVUZ'\+e �CCDrI.t 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 G vl issuance of a permit and that all work will be performed to meet 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 of 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. 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 BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of peaty �thu�ir�emcnfts of Lien Law, FS 713. cy �-i �tr31 J. 12• f7-7 Signature of gent Date Signature of contractor/Agent Date 0 . '%u_v ("Vvi Q L) F,� er/Agent's Signature of No = DEBRA C. SIMMONS Notary Public, State of Florida r,^ -IT .ovgi�ac Irhq} 9n/�r� Owner/Agent is ✓Personally Known to Me or Produced ID APPROVALS: ZON 7 1Z O, UT1L: FD: Special Conditions: Rev 07.07 Signature Agent's Name Nelaty p0blic 'State of Flwda n �i�p�br �r 6tr'Rf 25, 2008 NO, DD i�0621 6 QM r 4I18Vh�DA,"4:4, ttrc; (980)451-4854 Contractor/Agent is _ Personally Known to Me or — t/Pr d ced ID. q L` i I ENG: BLDG: J q CITY OF SANFORD PERMIT APPLICATION Application #: Q -1- �-J ` 3 Submittal Date: 7i /Z,C�7 Job Address: ( -70 ( L 7W(f_1 A 1l'e 7:1 L Value of Work: $ -7C5 yU, C XD Parcel ID: Zoning: Historic District: Description of Work: GyVQ(?�e i cT, Ca.r4e_r`I ,C,,S QLA- Qto� Square Footage: 2 x� Con( yz%: k ...................................V................................. ................................. Permit Type: Building ❑ Electrical X Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines. Plumbing/New Residential: # of Water Closets Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Construction Type: # of Stories: # of Dwelling Units: # of Gas Lines Plumbing Repair -Residential ❑ Commercial ❑ Occupancy Use Group(s): Flood Zone: (FEMA form required) ........................................_................................................................................ Property Owner: C -+�/ 07 p Gacr-ff\d6i (e.) Contractor: �rCLf1 7eICCOM r Address: Son �!9✓'�Y1 Pou'r, � �_-- Aee_ Address: SG©q q vCLCe- :� GOPr-� - PL- 31-:77Z-177'9'i� TQ -FL 33Go-7 Phone: E-mail: Phone4614845ll�tate License Number: QC -O% I CiCtS Bonding Company: Mortgage Lender: Address: Address: Architect/Engineer: Phone: 1 Address: Fax: Plan Review Contact Person: Phone: Fax: E-mail: 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 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 of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constriction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: hi addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of th=Signature r ' ements of F n a Lien Law, FS 713. C� . �Z C 7 - (2-- 07 Signature of Own A t Date ntractor/Agent Date Agent's Name Owner/Agent is Produced ID DEBRA C. SIMMONS �Serp P'J1;< ate Of fiarida *Sy Ctfvnll e: tes JWY 25, 2008 S %, t;lr nu ftdwl . leo. DD 348621 ., G.... _ (800)451-4834 Personally Known to Me or APPROVALS: ZON UTIL: eo/ - , Special Conditions: Rev 07.07 FD: FD: Agent' Signature of Notary -'tate otxFa DEBRN&S UY MMM expires A fy 2 20 8 i 4854 Contractor/Agent is Personally Known to Me or 14roduced ID �-G.cY4GDs¢- -,-h / 4 - ENG: BLDG NOTICE OF COMMENCEMENT Permit No. 0 1 - 26 CI 3 Parcel ID: 3'2... t -,5& r 0066 , 66-YA . 70 5 -2 State of Florida County of Seminole The undersigned hereby gives notice that improvement 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. Description of property: (legal de cription of the pro�Perty and street address if available) �'1 C: 1 tb'we ve.-j ve J p� 3L3 7 2 - General General description of improvement:q t�� Owner Information ej�-, !; i, a. Name and address: cu� b. Interest in property: c. Name and address of fee simple titleholder (if other than owner) Contractor a. Name and address: b. Phone Number: l Surety a. Name and address: b. Amount of bond $_ c. Phone Number: 6. Lender VV I loll 11111111 oil 1111111111111111111111111111111111111111111 loll MARYANNE MOR 31! CLERK OV CIRCUIT COURT SkMINOLE COUNTY ICK 05767 Pq 04121 Q pq ) CLERK'S # 2007107199 RECORDED 07/24/2007 10:55:30 AM RECORDIN8 FEES 10.00 RECOROkl) BY L Mi-:Kinley CERTIFIED COPY q�(ARYANNh ►viv SE _.,.t e1Rr.111T COURT a. Name and address: CL R b. Phone Number: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided byn 'p Section 713.13(1)(a)7., Florida Statutes: JUL 2 4 Lo0U, a. Name and address: b. Phone Number: 8. In addition to himself or herself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes: a. Name and address: b. Phone Number: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTINCE OF COMMENCEMENT ARE CONSIDERED 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 R INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOU NDEILN ATTO Y BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF CO C ENT. Signature of Owner or Owner's Authorized Officer/Director/Partner/Manager Signatory's Title/OfficeGt --- -) V— The foregoing instrument was acknowledged before me this day of 20 01 by lT erPrSA C { Ncl-ie Ab (name of person) as (t e of authority ...e.g. officer, trustee, attorney in fact) for 'F t 3\i�\\ of party on behalf of whom instrument was executed). " 6' �; THIS INSTRUMENT PREPARED BY; Signature of Notary Public, State of Florida Commission Expires:— G -- z `� t _ N AME o i —oz� V\j ADDR. N < Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 LOCATION MAP ager Welaka, Cress r t i Beach Chleflan Bron, ;r, City 1,241 N , 301 j Frurtville6, i- Ormond -by -the -Sea Iliston Sevilla ` Suwevnee� -� Anthony Ormond Beach Sound 121i It9) � � 79�Felovvship �: •'�SiF31u Pierson Leon Daytona Beach Cedar Ke :SFraws I7 " Y° "at' Ocala 2710 Shores Aeo 'aS4�rkt9m,. Atlantic bunnellon n Inglis � q Be Lend ------yTROUT LAKE (VS) `' 9e8eview g y A2E0005A cean s Umatilla Gran a Ca see Hernando, L Y Lelf'ea ° DeBary, � Kona }nvernassa (a Nri) Eustis Mosquito Homosasse!!"�i' Lake Penasoffkee Yalahat Lake Mar °Sanford Lagcon G u i f o f Springs d `'I , Cess �Ther oo Mer Sprin Bushne f o /} �5a8.N Webster, {< w 7 Oviedo AAi ;1R a x f C o Brook ills .� I 'ne s- r 5 -Park _^�50 itusvilla 7 r-'T'15'�60", roveland Christmas Spring Hdl,'M, Jf .Ridge Manor X27,$ �UrN s 8or:ana P,rver L ,,�� 41) Tspgelo Pa ` t Gape Canaveral Hudson AM Dade CRY F L 0 '' t"'.a17 (5'20 Imerritt 1, Roekle ° Bayonet Point, fershd5' 98 ee St. Cloud Island �• - Indian Harbour Tarpon SPrnlgsgT 54�- '1 1'i o11 CEyo ,: Davenport Y` Beach Palm Harhor, Tg p ;}{athkenAlfred t,{ �191,i June Par Indialantic o T ra e° Lake p 570 r Maven \ A� °Melbourne Palm Bay ClearwaterC 0fderr y Malabar Leke random '?6 „Micco Pinellas Park° } fIartow Ba'6son Park Sebastian St. P 48f I urg t ((yy Fellsmere Madera Beach Fort Meade' 7 Frostproof 80� Gulfport I I ov g Gifford Ruskin Sun CRY Center reen Avon Park Vero Memph nton Wauchula t ��ood I! <o Beach `o Sebring Ca yrl ,t+b 26"COFt-c ft Car a�d.`r-Ai�su "ie5s 411- tits7f'eservt - - 1Uasimmce "qg: F e PROJECT INFORMATION SITE NAME: TROUT LAKE (VS) SITE ADDRESS: 1701 LOWE AVE SANFORD, FL 32772 JURISDICTION: SEMINOLE COUNTY LATITUDE: 28.794710 LONGITUDE: ZONING CLASSIFICATION: OCCUPANCY: -61.32674' PROJECT DIRECTORY PROPERTY OWNER: CITY OF SANFORD, FLORIDA 300 NORTH PARK AVE SANFORD, FL 32772-1788 CONTACT: APPLICANT: POWER: UNMANNED TELECOMMUNICATIONS FACILITY TELEPHONE: AREA OF CONSTRUCTION: 4 SO. FT. SITE TYPE: MONOPOLE TOWER SITE RAD CENTER (n: 164' AGL Z Mobile• CONSTRUCTION DRAWINGS MONOPOLE UMTS OVERLAY TROUT LAKE (\./S) SITE#: A2 0005A 1701 LOWE AVE SANFORD, FL 32772 Nokia Siemens Networks ����NI 1040 CROWN POINT PKWY SUITE 900 ATLANTA, GA 30338 (770)829-3000 SCOPE OF WORK INSTALLATION OF NEW UNMANNED T -MOBILE TELECOMMUNICATIONS EQUIPMENT WITHIN EXISTING INSTALLATION WITH NEW AND REPLACEMENT ANTENNAS ON EXISTING TOWER FACILITY. CONNECTIONS TO POWER AND TELCO SUPPLY. S2. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN E 'WRITING OF ANY DISCREPANCIES BEFORE ��'�jPROCEEDING WITH THE WORK OR BE R'RESPONSIBLE FOR SAME. 9. CONTRACTOR SHALL NOTIFY OWNER FOR Fr10- TO SITE. oSAN 1R%CIV PIAVA S -1 CALL BEFORE YOU DIG" CALL 811 SUNSHINE STATE ONE CALL OF FLORIDA DRAWING INDEX T -MOBILE CONSTRUCTION NOTES T -MOBILE COMMUNICATIONS LANDLORD 3407 W DR MARTIN LUTHER KING 1. ALL NEW BUILDINGS AND STRUCTURES JR BLVD HAVE BEEN DESIGNED IN ACCORDANCE TAMPA, FL 33607 WITH THE 2004 EDITION OF THE FLORIDA (813)348-5200 BUILDING CODE, WITH 2006 TAMPA, FL 33607 AMENDMENTS, FOR DESIGN PRESSURES C7 GENERATED BY NOMINAL DESIGN E1 3 -SECOND GUST WIND VELOCITY OF 140 _-_-_ MPH. SEE STRUCTURAL DESIGN AND E3 ANALYSIS (BY OTHERS) FOR ADDITIONAL VERIZON INFORMATION. (888)559-8162 LAKE (VS) I_—A2EDOSAlJpsalW'ornallI� S2. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN E 'WRITING OF ANY DISCREPANCIES BEFORE ��'�jPROCEEDING WITH THE WORK OR BE R'RESPONSIBLE FOR SAME. 9. CONTRACTOR SHALL NOTIFY OWNER FOR Fr10- TO SITE. oSAN 1R%CIV PIAVA S -1 CALL BEFORE YOU DIG" CALL 811 SUNSHINE STATE ONE CALL OF FLORIDA DRAWING INDEX T -MOBILE TITLE SHEET 0 PREPARED FOR: LANDLORD C2 ' ° - -Mobile-CONSTRUCTION C3 EQUIPMENT ELEVATION 0 C4 3407 W DR MARTIN LUTI IE.R KING JR BLVD MANAGER RF CONFIG. & PLUMBING SCHEMATIC 0 TAMPA, FL 33607 PLUMBING DIAGRAM 0 C7 813-348-5200 OFFICE REV # TI TITLE SHEET 0 C1 GENERAL NOTES 0 C2 SITE PLAN 0 C3 EQUIPMENT ELEVATION 0 C4 BUILDING ELEVATION 0 C5 RF CONFIG. & PLUMBING SCHEMATIC 0 CIS PLUMBING DIAGRAM 0 C7 CABINET CUT SHEETS 0 E1 ELECTRICAL & GROUNDING NOTES 0 E2 ELECTRICAL SITE PLAN 0 E3 ONE -LINE DIAGRAM 0 E4 CABINET MOUNT & GROUNDING DETAILS 0 VICINITY MAP _ i417 4EfTRCUT LAKE (VS) I_—A2EDOSAlJpsalW'ornallI� sri hts reserved. PERMIT#DATE: 7 1 46 409%0 PM/cM:Nokia Siemens NNetw �voill"I'o - �I11..1\01040 CROWN POINT PKWY,SUITE 900 ATLANTA, GA 30338 770-829-3000A/E:30 MANSELL CT, SUITE 103 ROSWELL,GA 30076 678-280-2325 SITE NUMBER: A2E0005A SITE NAME: TROUT LAKE (VS) SITE ADDRESS: 1701 LOWE AVE SANFORD, FL32772 ENGINEER SEAL '4AT`Rl`CK W. MARSH/.LL, PE PEGISTERED ENGINEER STATE OF FLORIDA x•053573 P MARSHALL & ASSOCIATES CA# 27595 IT IS A VIOLATION GF LAW FOR ANY PERSON TO ALTER THIS DOCUMENT UNLESS AS DIRECTED BY A LICENSED PROFESSIONAL ENGINEER DESIGN: 5DM DRAWN: SDM CHECKED: F"M PM&A PROJECT M: BT0136 REVISION REV DATE DESCRIPTION A 06/22/OT 15F.NED FOR REVIEW O 06/26/Ol 155WO FOR GONSUMTION SHEET TITLE: TITLE SHEET & PROJECT INFORMATION SHEET N:T-1 GENERAL NOTES: 2. 3. 4. 5. 6 THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND PLAN DIMENSIONS, AND SHALL IMMEDIATELY NOTIFY CONSTRUCTION MANAGER AND ENGINEER OF ANY DISCREPANCIES. A 20 -FOOT HORIZONTAL CLEARANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECE55ARY FOR AND INCIDENTAL TO COMPLETION OF ALL WORK AS INDICATED ON THE DRAWING5 AND/OR AS SPECIFIED HEREIN. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS SHALL BE GOVERNED BY ACTUAL FIELD CONDITIONS AND/OR IN5TRUGTION5 OF THE ENGINEER AND/OR OWNERS REPRESENTATIVE. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AS REQUIRED FOR COMPLETE SYSTEMS, INCLUDING ALL PARTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, MEIHER SPECIFICALLY INDICATED OR NOT. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED, AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNER5 ACCEPTANCE. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. DELIVER CERTIFICATES TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK. 1. THE CONTRACTORS OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND/OR RESTORATION OF ANY DAMAGE TO THE EXISTING ACCESS ROADWAY AND ANY ADJACENT 517E AS A RESULT OF HIS USE DURING CONSTRUCTION. ALL 015TURBED AND DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK. q. THE CONTRACTOR SHALL REMOVE ALL WA5TE, DEBRIS AND TRASH FROM SITE AND DISPOSE OF IN A LEGAL MANNER ON A DAILY BASIS. 10. PRIOR TO THE SUBMISSION OF HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING THAT ALL DIMENSIONS ARE AS SHOVPI AND THAT THE WORK MAY BE ACZOMPL15HED AS SHOWN, PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER. 11. FOR ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOT START WORK ON SUCH ITEMS WITHOUT HAVING RECEIVED WRITTEN AUTHORIZATION TO PROCEED. 12. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS UNLE55 SPECIFICALLY INDICATED OTHERN15E IN THE CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 13. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES TO COMPLY WITH ALL LAH5, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 5PECIFIGATION5 A5 YELL AS LOCAL AND STATE CODES, ORDINANCES AND APPLICABLE REGULATIONS. 14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE NORK, U51% THE BEST SKILLS AND INTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND THE OVAIER5 REPRESENTATIVE. 15, THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT OCCURRED DURING GON5TRUGTION TO THE SATISFACTION OF THE PROJECT MANAGER. 16. THE CONTRACTOR SHALL KEEP THE GENERAL AREA GLEAN AND HAZARD FREE, D15P05E OF ALL DIRT, DEBRIS, AND RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN GLEAN CONDITION AND FREE FROM ANY PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. PREPARED FOR: STRUCTURAL GENERAL NOTES: ® ° ° -Mobile. Il. THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF A5 -BUILT DRAWINGS, 1. GE561* 3407 W DR MARTIN LUTHER KING JR BLVD SWEEP TEST, CYLINDER TEST, LIEN TESTS, LIEN RELEASES, AND OTHER 2004 FLGRIDA EULDIN9 COLE WTH 2OO6 ANBNDMB IT5 TAMPA, FL 33607 CLOSEOUT DOCUMENTATION AS REQUIRED BY T -MOBILE WITHIN TEN 813-348-5200 WORKING DAYS AFTER PROJECT COMPLETION. 2 STRtT R& STEEL MA.TERAL PM/CM: Nokia Siemens 18 AREA SHALL 13E GTARRD NTH USE OF LL NTH __ TORPE IN ADVANCE OFTION THE OWNER WETHE CONSTRUCTION SATE. A6 5 PIPE S-OLL EE SC}$l.LE 40U•LE 6OTHEFHSE NOTED Networks Iq. SHALL BE TELON ELECTRICAL SERVIION CE AICD Ca6TR�TIGN STALL COTFGFd•'I TO MSS, M, V,WL GF STEEL ICOMPLETE NDICATED THE DRAWING COORDINATED W S ���F RCATIG THE OWNER AND AUTHORITIES HAVING JURISDICTION. THE VfLpwn .AR 1040 CROWN POINT PKWY, SUITE 900 aloALL EE MsE BY AN A,6 CERTIFIED VELMR AW IN GCHFUAWE WTH AV�6 012 ALL ATLANTA, GA 3o33s 20. THE CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL EXISTING UTILITIES k -,RD 51ZF5 50LL BE TI -E M4MMF1 AUjO/43? BY TH M4TEIaAL EBW-, VV3J=ED WTH E 770-829-3000 AND COORDINATE INSTALLATION OF NEN UTILITIES WITH LOCAL -IOC gK�T AUTHORITIES. 5OLT5 A/E: A3Z -X WTH 146a -ER, SIZE A6 SCNN GN GRAPSIM6 10P_ 21. THE CONTRACTOR SHALL PROVIDE STAND-OFF SUPPORTS AND JUMPERS AWO-IOR EICTS "_6 AS REQUIRED. SHAU- CGT,F-OI-I TO A15TM A307, LNLE56 N9T87 OTFEfI Iffi 22. SEE DRAWINGS EI, E2, E3, E4, E5, AND E6 FOR ELECTRICAL AND 3. HOF UP Aho 64WANZE ALL. 504r -TURA- STEEL TaX:H LP ALL FIELD PIELM AN7 AVERAGED AREAS 3o MANSELL CT, SUITE 103 GROUNDING DETAILS. W TH TV0 C04T5 CF GALVANIZED PAINT. FLAIR CF AER [;EP CR LFY,04TED AI EA6 SHALL CGNFCRM ROSWELL, GA 30076 TO A6TM A180 678-280-2325 23. BUILDING OWNER AND BUILDING MANAGER SHALL BE NOTIFIED OF THE START OF CONSTRUCTION BY THE CONTRACTOR WELL IN ADVANCE OF THE 4. IN THE STRX TLRAL 1`-3 TO VERIFY I1 -14T THEFT= NULL NOT EE C0V31CT WTH THE F;!EIW0R:E BVF SITE NUMBER: CONSTRUCTION START DATE (THE BUILDING WILL 13E CE OCUPIED DURING W$V Ih6TAJJW5 AhC,FGR:i THE ANGFGRS SHALL S MoTALI ED PER THE MANFAGIL� P1 INETRY-T1O CONSTRUCTION). A2E0005A 24. USE OF THE SERVICE ELEVATOR SHALL BE COORDINATED WITH THE BUILDING 5 CGNTRAGTCR/57EEL FAERJCAXR S H< _ CCIFCRM TO THE MNMFI ECXE DISTANSE REGUf;a V IN MANAGER WELL IN ADVANCE OF TIMES NEEDED. ACCESS TO CONSTRUCTION ACCCRDAhCE TO THE AISC h1ML1AL CF STEEL CO.60d,GTTCN SITE NAME: AREAS SHALL BE ONLY AS DESIGNATED BY THE OHNER AND BUILDING MANAGER. 6, ALL STRIXTLRAL STEEL SHALL BE FAEfdCATED TO AT AT BOLTED CGN�T10.6 WTHN 1/16 IhGH �+ LAKE TROUT LAKE (VS) T0.13?fV l,E STF3,GTURAL STEEL SVALL NOT EE R1*NE GUT LWER ANY CIF;k' TAWE VM -Off AR -F -F V/AL 25. EXISTING FACILITIES SHALL BE PROTECTED AT ALL TIMES. THE CONTRACTOR CF THE EWANIESL SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY SITE ADDRESS: CONSTRUCTION OPERATIONS. 1. CGTVTRAGTCR5TEE . FAERCATCR SHALL CAP SBAI- ALL RFE5 A6 REGURED TO FFeA34T RAIW ATER INTRi1CN 1701 LOWE AVE 26. E PERFORMED IN SUCH A MANNER THE CON5TRTION OF THE ROOF WILL 13E UC D, FL 32772 SANFORD, F THAT EXISTING MANUFACTURER'S WARRANTIES, IF ANY, ARE NOT VOIDED. ANY 8. CGNTIRACTCP4STEEL FAEICATCR 5-iALL S EMT Si:P CRAWN;_6 FCR F EMEW PRIOR TO ANY STEEL DAMAGE TO THE ROOF WILL BE REPORTED TO THE BUILDING OWNER, AND FABaCA-ICV AT THE GGNTRAGTCR'r CP ICN FIELD 59JCE5 MAY EE UEEV FGR ERbr_TTGN FLfRF05125 IF IMMEDIATE REPAIRS SHALL BE MADE PER MANUFACTURERS FIELD EPLICS Pfd= LFfD 91!�P GRANW-6 SHALL S UEV FGR TFE R IWUEE5 CF FIELD S JCE5 ENGINEER SEAL: RECOMMENDATIONS. THE CONTRACTOR SHALL UTILIZE A ROOFING COMPANY THAT OBLIGATES FOR THE WARRANTY ON THE ROOF, IF ANY, FOR ALL q. AT THE CGNTRAGTGFZ5 CPfICTy Sire VViDS MAY EE USED INSTEAD CF FIELD YaM NECE55ARY ROOFING REPAIRS. 10. af"T CRIONAL 9 -CP Ca2ANW--Et IN'J-l"W7 COIR-ETE TLTAILE yJ-ECI.LE5 CF FAEaCATIGN AND 21. BUILDING SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL OF ABY, Pry i AID C1AC�Phm IW"CE DETAILS CF CLRSI CCITFZTIGI- cA HOLE, Aiv THE OWNER AND/OR BUILDING MANAGER. F Efznma4T DATA INDICATE PE -05 ERY STAINID66 7 A21 At V A24 SYM3GL; AID 5.04 SIZE LEW-5V7 1H, A TYFIE CF VELD FROACE SMN5 GRA NI THIFtATErza AID CIRE0105 FCR IWA-LAG CF A ,0iOZ 28. INTEGRITY OF ALL EXISTING FIRE RATED WALLS SHALL BE MAINTAINED. ALL BGLT5 AlV On -ER AN'JHr� TO BE I1S6TA-LED A6 MIRK CF OTI43;6' ^ FIREWALL PENETRATIONS SHALL BE FIRE5TOPPED WITH A LABORATORY `-TIS APPROVED FIRESTOPPING SYSTEM FOR THE ASSEMBLY THAT WA5 PENETRATED. II. ALL C.CkCRETE SHALL HAVE A MNMkl CA VE 5TREW5TH CF 3= F51 AT 28 DAY5: 2q. EQUIPMENT LOCATIONS SHOM SHALL NOT BE CHANGED WITHOUT REVIEW AND 12 RBIFCF;UW55TE8- ASTM A615,60 K5 YIELD GRf CEFCRIED E1LLET BAIL UV IQ0 TED FINS{ TRICK ERW. D ENGINE PE REGISTERED ENGINEER APPROVAL OF THE NEW LOCATION BY THE CONSTRUCTION MANAGER AND STATE OF FLORIDA #053573 ENGINEER. CONCENTRATED LOADS SHALL NOT BE APPLIED TO THE P MARSHALL & ASSOCIATES C[,# 27595 ROOF DURING CONSTRUCTION. 13. PFROACE 3/4" CHA CN ALL E>Tlg-Ei) EXE5 CF C6W_$; TE IT IS A VIOIATiON.. OF TAW FCR ANY PERSON TO 30. THE EXISTING BUILDING STRUCTURE SHALL NOT BE MODIFIED OR ATTACHED TO 14. MNMJM CCIYRETE FOR SIAL L EE 7 LNC NOTED OTFETINS` CGT<,I;�ETE C 66T ALTER THIS DOCUMENT UNLESFt AS DIRECTED BY A LICENSED PROFESSIONAL ENGINEER WITHOUT THE APPROVAL OF THE CON5TRUCTION MANAGER AND ENGINEER. AdAN5T AND Fffa Y E VTLY EX77..ED TO EARTH SHALL HAVE A HN!" COW -FETE COAR CF 6'. DESIGN: SDM 31. ALL EXTERIOR ROOF AND WALL PENETRATIONS SHALL BE WATERTIGHT AND IS C IN TIRACTCR 9iALL CGOa2NATE ALL F IRE RATICIE3 CCNCUIT, CHAhFER5 AND BEE= ITEhb PRICK DRAWN: 5DM ALL INTERIOR PENETRATIONS SHALL BE VERMIN PROOF. TO GGTCRc TE PLACE1,59 ANYCR STEEL BECTIGN. CCWRAGTCR STALL VERIFY ALL SIZES AID CHECKED: PY'P4 Ani LCC 32. THE CONTRACTOR SHALL PAINT EXPOSED ANTENNAS, ANTENNA MOUNTS, COAX, PM&A PROJECT /: BTOI-F7 JUMPERS, AND JUMPER SUPPORTS KITH NON-METALLIC PAINT TO 16. co NOT IM10EE 9,WAGE LOAD Q.e. RLGR GEAR AID LIVE LOACE1 5A0q9LL, ETC) LxnL TI -E REVISION MATCH BUILDING PAINT. CCI YFETE H06 FI=ACFED ITS 5-MARED MNMFI CAVE STT0<5TH REV DATE DESCRIPTION 33. HOLES FOR ANCHORAGES AND CORE HOLES THROUGH SLABS SHALL BE Il. C1.AE£i 5' BACKFILL SHALL- EE CLEAN SOW ALL AFFIROV® BY THE EN54NEER NO LWFF OVED A 06/22/01 I555MD FOR REVIEW LOCATED BY L15E OF A RADAR/5LEEVE LOCATOR SCANNER TO AVOID HITTING M4TERIAL NULL EE ALLO^V CL5 W SAID RLL EfikL EE FTE CF ALL Ri BG1AZEI;r:4 CR CHR 0 06/26/01 155UED FOR CON5TRUGTION EMBEDDED REBAR TENDONS WREN DRILLING AND CORING. GHFTERICU5 M6,TERIAL 18. SOL SHAH S CGNPAGTED TO ge%CF THE VMFIED PRO -' R, MNGMFI CRY DEh61TY' TO A MNMFI OF 2 FEET EFLOV THE BORTGM CF THE FOOT NG_rl AID SNAIL GBTAIN A 15CO P3= MNMJM SARIN' CAPACITY. Ig. AL1. SIL5 WTHN THE 52AR-EW PAD LIMTS SHALL EE TFEATED FGR TERMITE FR IOTECTTCTI TRIA7KW SHALL FRECEGE C00;!ETE Pa R BY NO VD;E THAN -T2 HaFrA 20 CGNTRAGTGR SHALL RE5TCRE ALL P5TLF;4_'W AREA TO EGLOL TO CR EETTER C0,1DITIGN THAN CRIGINAL GRAPHIG SGALES 5 O 5 SCALE: I" = 5-0" EXISTING T -MOBILE GONGRETE PAD — Fou BT5-3 5T5-2 BTS -I PURGELL 0 — PROPOSED T -MOBILE MINI PURCELL WITH FLEX] -BTS PROP05ED 2'x 3' CONCRETE PAD EXISTING MONOPOLE EXISTING T -MOBILE ICE BRIDGE EXISTING LPG TANK ::) x x z x x 51 TE PLAN SCALE: I" = 5' EXISTING GATE EXISTING EQUIPMENT z x x x� EXISTING FENCE fr. f I. ' t- PREPARED FOR: ® ® ®Mobile 3407 W DR MARTIN LUTHER KING JR BLVD TAMPA, FL 33607 813-348-5200 PM/cM: Nokia Siemens Networks ` 40\1 .,%��\\\`\\Illluu...lq���`\ 1040 CROWN POINT PKWY, SUITE 900 ATLANTA, GA 30338 770-829-3000 A/E: PV6A,0 30 MANSELL CT, SUITE 103 ROSWELL'GA 30076 678-280-2325 SITE NUMBER: A2E0005A SITE NAME: TROUT LAKE (VS) SITE ADDRESS: 1701 LOWEAVE SANFORD, FL 32772 ENGINEER SEAL: PATRICK W. MARSHALL, PE REGISTERED ENGINEER STATE. OF FLORIDA #053`-:73 P MARSHA! -L ac ASSOCIATES CAO 27595 IT IS A VIOLATION OF LAT ;OR ANY PERSON TO ALTER THIS DOCUMENT UNLESS AS DIRECTED BY A LICENSED PROFESSIONAL ENGINEER DESIGN: 50M DRAWN: 50M CHECKED: PW PM&A PROJECT #: 13TO136 REVISION EEV DATE I DESCRIPTION A I 06/22/07 I ISSUED FOR REVIEW O 06/26/07 1 ISSUED FOR C.ONSTRIX T10N SHEET TITLE: 9 Bach SITE PLAN QD9% SHEET /: I. ATTACH 2AWGEM TINNED 50LID COPPER LEADS VIA CADWELDED CONNECTION TO BARE METAL OF CELL FRAME A PLINTH AND CONNECT TO EXISTING MASTER GROUND BAR. ABOVE GRADE CABLE SHALL RUN THROUGH NON-METALLIC FLEXIBLE SHEATHING. EXISTING BT5 CABINET PROPOSED Y x 2' .LIMPER ICE BRIDGE MOUNTED TO EXISTING CABINET PROPOSED 3' x 2' PROP05ED 2' WIDE .LIMPER ICE BRIDGE UNI5TRUT (TYP) ATTACHED TO �-------------- EXISTING CABINET EXISTING TOWER �,--====_=______ PROP05ED EXISTING FLEX]-BT5 ICE BRIDGE -------- ----- UTILIZE ZIP TIES TO ATTACH 1/2' SUPER FLEX FEEDERS t FEEDRES/CONDUITS TO 3/4' POWER AND TELCO PROPOSED ICE BRIDGE EXISTING EXISTING FLEX CONDUITS TO BE BT5-1 PURCELL ROUTED THROUGH TOP OF (BACK) (BACK) EXISTING CABINETS EXI5TIN6 POU JUMPER IGE BRIDGE (PLAN VIEW) NT5 PROP05ED MINI PURCELL PROP05ED 2' X 3' CONCRETE PAD EXPANSION SITE ELEVATION NTS EXI5TIN6 BT5 CABINET 0 EXISTING GABLE ENTRY PORT (TYP) 1/2' SUPER FLEX FEEDERS d 3/4' POWER AND TELCO FLEX CONDUITS TO BE ROUTED THROUGH TOP OF EXI5TIN67 CABINETS PROPOSED Y x 2' JUMPER ICE BRIDGE MOUNTED TO EXISTING CABINET JUMPER IGE BRIDGE (PROFILE VIEW) NT5 PREPARED FOR: • • ® • Mobile® 3407 W DR MARTIN LUTHER KING JR BLVD TAMPA, FL 33607 813-348-5200 PM/cM: Nokia Siemens Networks `,��, 1040 CROWN POINT PKWY, SUITE 900 ATLANTA, GA 30338 770-829-3000 A/E: • 30 MANSELL CT, SUITE 103 ROSWELL, GA 30,076 678-280-2325 SITE NUMBER: A2E0005A SITE NAME: TROUT LAKE (VS) SITE ADDRESS: 1701 LOWE AVE SANFORD, FL32772 ENGINEER SEAL: WITRl.11 J. M HCILL, PE REGISTERED ENGINEER STATE OF FLORIDA #.053573 P MARSHALL & ASSOCIATES CA# 27595 - IT IS A VIDLATION OF LAWf. FO t ANY PERSON TO ALTER THIS DGC'JNFNI" UNLESS AS DIRECTED BY A LICENSED PROFESSIONAL EIIGiNEER DESIGN: SOM DRAWN: SOM CHECKED: PWM PM&A PROJECT II': BT0136 REVISION 2EV DATE I DESCRIPTION A I 06/22/01 I i%wD FOR REVIEW O06/26/01 19AI ED FOR CONSTRUCTION PLAN5 EQUIPMENT - W, O^R ANF* E ° �r s EXI5TIN6 BT5 CABINET 0 EXISTING GABLE ENTRY PORT (TYP) 1/2' SUPER FLEX FEEDERS d 3/4' POWER AND TELCO FLEX CONDUITS TO BE ROUTED THROUGH TOP OF EXI5TIN67 CABINETS PROPOSED Y x 2' JUMPER ICE BRIDGE MOUNTED TO EXISTING CABINET JUMPER IGE BRIDGE (PROFILE VIEW) NT5 PREPARED FOR: • • ® • Mobile® 3407 W DR MARTIN LUTHER KING JR BLVD TAMPA, FL 33607 813-348-5200 PM/cM: Nokia Siemens Networks `,��, 1040 CROWN POINT PKWY, SUITE 900 ATLANTA, GA 30338 770-829-3000 A/E: • 30 MANSELL CT, SUITE 103 ROSWELL, GA 30,076 678-280-2325 SITE NUMBER: A2E0005A SITE NAME: TROUT LAKE (VS) SITE ADDRESS: 1701 LOWE AVE SANFORD, FL32772 ENGINEER SEAL: WITRl.11 J. M HCILL, PE REGISTERED ENGINEER STATE OF FLORIDA #.053573 P MARSHALL & ASSOCIATES CA# 27595 - IT IS A VIDLATION OF LAWf. FO t ANY PERSON TO ALTER THIS DGC'JNFNI" UNLESS AS DIRECTED BY A LICENSED PROFESSIONAL EIIGiNEER DESIGN: SOM DRAWN: SOM CHECKED: PWM PM&A PROJECT II': BT0136 REVISION 2EV DATE I DESCRIPTION A I 06/22/01 I i%wD FOR REVIEW O06/26/01 19AI ED FOR CONSTRUCTION PLAN5 EQUIPMENT - W, O^R ANF* E ° �r Lu X: Lu z_ Lu Lu z V Z Q I f TOWER ELEVATION NT5 AND PROP05ED PANEL ANTENNAS i CARRIER �5 MONOPOLE TOWER EXISTING T -MOBILE GSM ANTENNA (3 PER SECTOR) 11 0 f 00 Ki_ I NG R EXISTING ANTENNA MOUNT DETAIL NT5 EXISTING T -MOBILE GSM ANTENNA (2 PER 5ECTOR) i O REPLACE EXISTING ANTENNA WITH PROP05ED T -MOBILE UMTS ANTENNA (I PER SECTOR) - EXISTING TOWER \or� PREPARED FOR: T m © Mobile - 3407 W DR MARTIN LUTHER KING JR BLVD TAMPA, FL 33607 813-348-5200 Pm/cm: Nokia Siemens ��` Networks `��#' \\\\\111111uI..,I�liltf� 1040 CROWN POINT PKWY, SUITE 900 ATLANTA, GA 30338 770-829-3000 A/E: PM60A 30 MANSELL CT, SUITE 103 ROSWELL, GA 30076 678-280-2325 SITE NUMBER: A2E0005A SITE NAME: TROUT LAKE (VS) SITE ADDRESS: 1701 LOWE AVE SANFORD, FL32772 ENGINEER SEAL: TRICK W. MARSHALL, PE REGISTERED ENGINEER STATE OF FLORIDA #053573 P MARSHALL & ASSOCIATES CA# 27,595 IT IS A VIOLATION::.OF LAW FOR ANY PERSON TO ALTER THIS DOCUMENT UN`USS AS DIRECTED BY A LICENSED PROFESSIONAL ENGINEER DESIGN: 50M DRAWN: 5DM CHECKED: PWM PM&A PROJECT #: BT0136 REVISION REV DATE I DESCRIPTION A 1 ON22/0l 1 156AIED FOR REVIEW O 06/26/01 1 ISSUED FOR C0N5TRUGTI0N IA T -Mobile RF Configuration Data Sheet UMTS Phase: I Site ID A2E0005A _._ Date: I Site Type IMONOPOLE Address: 1701 OWE AVENUE, SANFORD, FLORIDA 32772 Longitude -81.32674 Latitude 28,79471 lExisting Equipment AI ha Beta Gamma Existing Antenna Type N/A N/A N/A Number of existing Antennas 3 3 3 Existing Antenna Center line (ft.) 164 164 164 Existing Antenna Azimuth ( true) 0 120 240 Existing Mechanical Tilt (1900) N/A N/A N/A Existing Electrical Tilt (1900) N/A N/A N/A Existing Number of Feeders attached to ani 6 6 6 Existing Feeder Diameter 1 5/8" 1 5/8" 1 5/8" Existing Feeder Length (ft.) 178 178 178 Radio forecast for Dec 2007 NA NA NA Current Radio Count from Survey 6 4 5 Number of existing TMA (GSM) 2 2 2 Changes to Current Antenna to accommodate UMTS Replacement Antenna Type Andrew TMBX6517-R2M Dual 1.8 Andrew TMBX-6517-R2M Dual 1.8 . Andrew TMBX6517-R2M Dual 1.8 Replacement;"AntennaDlmenslons (LAW Dj; 72 X 6.6 X 3.5 72 X 6.6 X 3.5 72 X 6.6 X 3.5 New Antenna Vendor Andrews Andrews Andrews Number of;A6tennas)to7be replaced, w 1 1 1 ,BepfacemenuAntennaMechantcal Tilt 2 2 2 Replacement Antenna Electrical Tilt 17/21 TBD TBD TBD Rep44ementAntennaElectncallTilt.1900 w'I N/A N/A N/A Additional UMTS Antenna New Antenna Type INA NA NA NewAntenna Drmensgnst(Inches);(LW;;D} 0 0 0 New Antenna Vendor Andrews Andrews Andrews Number of New Antennas 0 0 0 New Mechanical Tit 2 2 2 New Electrical Tit 17/21 TBD TBD TBD NewrElectncalTTiIt1900 ;. N/A N/A N/A NewAntenrtaCenterltne (ft) .W 164 164 164 NewAzimuth _, p', 0 120 240 New Antenna Hardware Configuration for GSM & UMTS ota um era ° ee_ ers # Spare Feeders to be used for UMTS 2 2 2 Number of new Feeders 0 0 0 New Feeder Diameter NA NA NA NewsFeederLength(it):,. & . NA NA NA Jumper Vendor/Type TBD TBD TBD Number of new Jumpers Top (antenna) 4 4 4 Number of new Jumpe`s,Bottom(BS,) 2 2 2 TMA Vendor/Type Style 1 TMA Style 1 TMA Style 1 TMA Number of New TMA 1 1 1 1 New Diplexer Vendor/Type NA NA NA Number of New Diplexer NA NA NA Total Number.„�of RETS � ; ., 1 1 1 Combiner/Splitter Vendor NA NA NA Combiner/Splitter Type NA NA NA Comments: PREPARED FOR: ® o -Mobile- 3407 W DR MARTIN LUTHER KING JR BLVD TAMPA, FL 33607 813-348-5200 PM/CM: Nokia Siemens Networks �OF . \\�\\\\`III 1040 CROWN POINT PKWY, SUITE 900 ATLANTA, GA 30338 770-829-3000 A/E: Mk 5EG.3 5EG.2 5EG.1 p1r:]% DUAL BAND X-POL OR XX-POL ANTENNA 30 MANSELL CT, SUITE 103 ROSWELL, GA 30076 tErl,U," CTUATOR 678-280-2325 SITE NUMBER: JUMPER GABLE, SUPER A2E0005A FLEX 1/2" SITE NAME: GABLE A55EMBLY ATGB-1301-XXX TROUT LAKE (VS) AL TMA SITE ADDRESS: W200VAI2UB) 1701 LOWE AVE JUMPER GABLE, SUPER SANFORD, FL32772 FLEX 1/2" LIGHTNING PROTECTION UNIT ATLP200-001 ENGINEER SEAL: OUNDING KIT5 (TYP) DG -POWER .UNCTION BOX BBU 5Y5TEM ATJB200-AOI-004 GABLE A55EMBLY AT( B-1301 GROUNDING 55TJ30TTOM UNIT GATSe ATBT-5OTTOM-24V ATG200 NIU 3xTl S/ t ANTENNA PATRICK W. MAr'.SHALL, PE CONTROL REGISTERED ENGINEER UNIT ETHERNET STATE OF FLORIDA #053573 P MARSHALL. & ASSOCIATFS-CAN 27595 RF -MODULE IT IS A VIOLATION GF LAW FOR ANY PON TO FRIA 5URGE . ALTER THIS DOCUMENT UNLESS AS DIRECTED BY PROTECTOR A LICENSED PROFESSIONAL ENGINEER 5Y5TEM-MODULE DESIGN: SDM F5MB DRAWN: SDht CHECKED: PWM ANTENNA FEEDER5 RF -MODULE FRIA AXXIU5 800 PM&A PROJECT N: BT0136 1/8", 1-5/8" OR 2-I/4" GATS REVISION FMFA 2xTl REV DATE DESCRIPTION 2xTl A 06/22/01 1551,1151) FOR REVIEW O 06/26/01 155UE0 FOR (4t15TRI10T10N JUMPER GABLE, SUPER FLEX 1/2", FLEA HA5 ANGLE 1/16" MALE CONNECTOR Proposed Reconfiguration ALPHA (RED) GSM UMTS GSM 1 3 5 6 4 2 1 2 3 4 5 6 SITE A2E0005A BETA (YELLYELLOW) GSM UMTS GSM T w • w 1 2. 1 2 1 2 T T M TMA 1 M A A SPARE SPAR E LINE LINE 1 3 5 6 4 2 1 2 3 4 5 6 1 2 3 4 5 6 GAMMA (BLUE) GSM UMTS GSM 1 3 5 6 4 2 PREPARED FOR: ® • ® ®Mobile 3407 W DR MARTIN LUTHER KING JR BLVD TAMPA, FL 33607 813-348-5200 PM/GM: Nokia Siemens Networks 1040 CROWN POINT PKWY, SUITE 900 ATLANTA, GA 30338 770-829-3000 A/E: s 30 MANSELL CT, SUITE 103 ROSWELL, GA 30076 678-280-2325 SITE NUMBER: A2E0005A SITE NAME: TROUT LAKE (VS) SITE ADDRESS: 1701 LOWE AVE SANFORD, FL32772 ENGINEER SEAL �� (vim(\��` RATR!CK W. MARSHALL, PE REGISTERED .ENGINEER STATE OF FLORIDA #053573 P MARSHALL & ASSOCIATES CA# 27595 IT IS A VIOLATION OF LAW FOR AW PERSON TO ALTER THIS DOCUMENT UNLESS AS-DIRE'CTEU BY A LICENSED PROFESSIONAC,EIIGINEER DESIGN: SDM DRAWN: $DM CHECKED: PW PM&A PROJECT #: BT0136 REVISION tEV DATE DESCRIPTION A I 06/22/07 I 156UED FOR REVIEW O 06/26/0'1 1 ISR ED FOR LONSTRULTION r. I NOTES: OPTIONAL CONFIGURATION L 2 REAR 2.00 FRONT PAD LAYOUT VIEW _22.4- 77-1 C- 2.4nC-7 20.0 o iia O O - : i O O 0 39.0 O u u • 0i1 • c 1 23.6 _ - - ^ 2.6 LEFT VIEW FRONT VIEW 7 s a z AC Lf -7 1 TOP VIEW LOCKABLE REAR 00 WITH AIR INTAKE SHR DOORS OPEN RESISTS WIND DRIVE FILTERED FORCED AIR INDUCTION COOLING RIGHT VIEW 22.0 DOOR OPENING CABLE MANAGEMENT COMPARTNIENT 4" DIA. CABLE PORTS LLOWS UP TO X 0.5" DIA. CABLES) DC POWER PLANT -48V 150A XIBLE MOUNTING TALL, A -FRAME) LOCKABLE FRONT DOOR WITH AIR EXHAUST SHROUD (RESISTS WIND DRIVEN RAIN) AGAINST VANDALISM �J7 s PLINTH BATTERY COMPARTMENT PROPRIETARY INFORMATION WIDTH REAR VIEW ti E:Fh jP.s u ff r,;?'W a' } �SYSNTEMS DOORS REMOVED A `USTDWGFLEXINOKIA"UMTS HftC A>tGLE fH lE t, +~ Atl Yer rr00 D 10008831 1601 4 � � 1:8 1 SHEET I OF 1 i 3 2 PREPARED FOR: T ® -Mobile- 3407 W DR MARTIN LUTHER KING JR BLVD TAMPA, FL 33607 813-348-5200 PM/cM: Nokia Siemens Networks vo 1040 CROWN POINT PKWY, SUITE 900 ATLANTA, GA 30338 770-829-3000 A/E: plr&fA 30 MANSELL CT, SUITE 103 ROSWELL, GA 30076 678-280-2325 SITE NUMBER: A2E0005A SITE NAME: TROUT LAKE (VS) SITE ADDRESS: 1701 LOWE AVE SANFORD, FL32772 ENGINEER SEAL: Ilk PATRICK W. MARSHALL,,PF. - REGISTERED ENGINEER STATE OF FLORIDA #053573 P MARSHAU. & ASSOCIATES CA# 27595 IT IS A VIOLATION OF LAN FOR ANY PERSON TO ALTER THIS DOCUMENT UNLESS AS DIRECTED BY A LICENSED PROFESSIONAL ENGINEER DESIGN: 50M DRAWN: som CHECKED: PHM PM&A PROJECT #: BT0136 REVISION IEV I DATE I DESCRIPTION A I 06/22/07 I ISSUED FOR REVIEW O 06/26/0-1 1 ISSUED FOR 60115TRIXTION SHEET TITLE: so% I. I ELECTRICAL NOTES: A - GENERAL AI. ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (EDITION ADOPTED BY LOCAL JURISDICTION) AND APPLICABLE LOCAL CODES. A2. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. A3. ALL ELECTRICAL EQUIPMENT AND ACCESSORIES SHALL BE U.L. APPROVED OR LISTED. A4. ALL POWER WIRING SHALL BE STRANDED COPPER, TYPE THHN/THHW AND 90 DEGREES G RATED. A5. ALL POWER WIRING SHALL BE IN GALVANIZED RIGID STEEL CONDUIT, PVG, OR FLEXIBLE LIQUID TIGHT CONDUIT, AS INDICATED. Ab. CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY PERMIT FEES, AND SCHEDULE INSPECTIONS. Al. CONTRACTOR SHALL APPLY FOR ELECTRICAL SERVICE AS SOON AS P055113LE AND COORDINATE REQUIREMENTS, SERVICE, ROUTING, AND METER SOCKET TYPE WITH LOCAL POWER COMPANY. A8. CONTRACTOR SHALL APPLY FOR TELEPHONE SERVICE AS SOON AS P055113LE AND COORDINATE REQUIREMENTS AND SERVICE ROUTING WITH TELEPHONE COMPANY. A9. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL DESCRIBED ON THIS DRAWING, AND ALL ITEMS INCIDENTAL TO COMPLETING AND REPRESENTING THI5 PROJECT AS FULLY OPERATIONAL. AIO. WHERE LONG POWER GABLE RUNS PREVAIL, CONTRACTOR SHALL CALCULATE THE VOLTAGE DROP AND 51ZE WIRES AND CONDUIT ACCORDINGLY. All. WHERE TRANSFORMER 15 REQUIRED FOR ELECTRICAL SERVICE , TRANSFORMER SECONDARY SHALL BE GROUNDED PER N.E.G., ARTICLE 250-26 AI2. ALL ELECTRICAL DEVICES EXPOSED TO WEATHER SHALL BE OF RAINPROOF CONSTRUCTION AND SHALL UTILIZE WATER TIGHT CONDUIT HUBS. GROUNDING NOTES: A GENERAL Al. INSTALLATION OF GROUNDING ELECTRODE SYSTEM SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE AND WITH ALL BUILDING CODES OF AUTHORITIES HAVING JURI50ICTION. A2. GROUNDING CONDUCTORS SHALL BE 2AW6 TINNED SOLID BARE COPPER BELOW AND ABOVE GRADE, UNLE55 OTHERWISE NOTED AND SHALL BE ROUTED IN A DOWNWARD PATH TOWARD GROUND BARS. A3. GROUNDING CONDUCTORS SHALL BE KEPT AS SHORT AND DIRECT A5 P0551BLE WITH MINIMUM BEND RADIUS OF TWELVE INCHES. A4. ALL.BELOW GRADE CONNECTIONS SHALL BE CADWELD TYPE CONNECTIONS AND ALL CONNECTIONS TO EQUIPMENT AND GROUND BARS SHALL BE 2 -HOLE TINNED COPPER COMPRESSION CONNECTORS UNLESS OTHERWISE NOTED. A5. GROUNDED CONDUCTORS SHALL BE BONDED TO GABLE SUPPORTS, ANTENNA FRAMES, AND ANY SUPPORT FRAMES OR RACKS U51% EXOTHERMIC WELDS OF MECHANICAL CONNECTIONS. Ab. CONTRACTOR SHALL PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. STAINLESS STEEL HARDWARE SHALL BE USED THROUGHOUT. Al. GROUNDING GONDUGTOR5 EMBEDDED IN CONCRETE OR PENETRATING WALLS AND FLOORS SHALL BE ENCASED IN PVC CONDUIT. NO METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS LINLE55 REQUIRED BY LOCAL CODES OR OTHERWI5E INDICATED ON DRAWI1465. CONTRACTOR SHALL SEAL AROUND ALL CONDUIT PENETRATIONS TO PREVENT MOISTURE PENETRATION AND VERMIN INFESTATION. A8. BONDING OF GROUNDED CONDUCTOR (NEUTRAL) AND GROUNDING GONDUGTOR SHALL ONLY BE AT THE SERVICE DISCONNECT. THE BONDING JUMPER SHALL BE INSTALLED PER N.E.G. ARTICLE 250-28. A9. CONTRACTOR SHALL VERIFY EXACT CONDUIT ROUTING FOR GROUNDING CONDUCTORS WHERE APPLICABLE. AIO. DOUBLING OR STACKING OF ANY GROUNDING CONNECTION 15 NOT ACCEPTABLE. All. ALL GROUND BARS SHALL BE INSTALLED WITH STAND OFF INSULATORS. B POWER GABLE AND SERVICE BI. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRING TO BTS AND VERIFY EXACT CONDUIT ROUTING. RACEWAY SYSTEM MATERIALS AND DEVICES FURNISHED SHALL BE IN ACCORDANCE WITH APPLICABLE STANDARDS OF ANSI, NEMA, AND UL. RACEWAY SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE N.E.G. 52. CONTRACTOR SHALL SEAL AROUND ALL CONDUIT PENETRATIONS THROUGH WALLS, FLOORS AND ROOFS TO PREVENT MOISTURE PENETRATION OR VERMIN INFESTATION. B3. CONDUCTORS RUNNING ALONG HORIZONTAL SURFACES (ROOF TOP OR 5LA6) SHALL BE INSTALLED IN RIGID CONDUIT SUPPORTED ON SLEEPERS. B4.ALL VERTICAL RUNS OF POWER CABLE' EXCEEDING 80 FEET IN LENGTH SHALL BE SUPPORTED PER N.E.G. ARTICLE 300 USING KELLEM5 GRIPS OR ACCEPTABLE EQUAL GABLE SUPPORT SYSTEM. 85. WHERE A SEPARATE ELECTRICAL SERVICE DROP 15 ADDED, CONTRACTOR SHALL INSTALL A PERMANENT SERVICE DISCONNECT OR GROUPING THEREOF, DENOTING ALL OTHER SERVICE ENTRANCES, THE LOCATION OF EACH AND THE AREA5 SERVED BY EACH. 136, WHERE ELECTRICAL POWER 15 TO BE 50 -FED FROM AN EXISTING 015TRI13UTION SYSTEM, THE FOLLOWING SHALL APPLY: A) CONTRACTOR SHALL PERFORM LOAD TESTING TO DETERMINE MAXIMUM FEEDER DEMAND PER N.E.G. ARTICLE 220-81. B) CONTRACTOR SHALL VERIFY WHETHER EXISTING FEEDER CAPACITY EXCEEDS VALUE CALCULATED PER N.E.G. ARTICLE 220-81 G) EACH BRANCH CIRCUIT PROTECTIVE DEVICE SHALL HAVE THE SAME INTERRUPTING RATING AS THE EQUIPMENT SUPPLYING IT. D) THE PREFERRED MEANS OF SUPPLY SHALL BE A BRANCH CIRCUIT WITH A PROTECTIVE DEVICE LOCATED IN AN EXISTING PANEL. E) IF A BRANCH CIRCUIT PROTECTIVE DEVICE CANNOT BE OBTAINED OR SPACE 15 NOT AVAILABLE, A BRANCH CIRCUIT MAY BE TAPPED FROM EXISTING FEEDER CONDUCTORS U51146 AN INSTALLED 2 -POLE FUSED DISCONNECT AND METER BASE PER N.E.G. ARTICLE 240-21 WITH TEN FOOT (10) MAXIMUM TAP CONDUCTORS. FL15ED DISCONNECT SHALL BE L15TED SAME OR BETTER INTERRUPTING RATING AS EXISTING SOURCE OF SUPPLY. G IDENTIFICATION ,Cl.. LOCATE NAMEPLATE, MARKING, OR OTHER IDENTIFICATION MEANS ON OUTSIDE EQUIPMENT OR BOX FRONT COVERS. G2. PROVIDE NAMEPLATE ENGRAVED WITH EQUIPMENT DESIGNATION FOR EACH SAFETY 5WITGH 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. B PREPARATION BI. SURFACES: ALL CONNECTIONS SHALL BE MADE TO BARE METAL. ALL PAINTED SURFACES SHALL BE FIELD INSPECTED TO EN5URE 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 ATSM A180 U51% 'ZING RIGH' COATING AS MANUFACTURED BY ZRG CHEMICAL PRODUGT5 COMPANY (LOCATED QUINCY, MASSACHUSETTS), OR ACCEPTABLE EQUAL. NO WASHERS ARE ALLOWED BETWEEN ITEMS BEING GROUNDED. ALL CONNECTIONS ARE TO HAVE NON -OXIDIZING AGENT ('COPPER SHIELD') APPLIED PRIOR TO INSTALLATION. 52. GROUND BAR: ALL COPPER GROUND BARS SHALL BE GLEANED, POLISHED AND A NON -OXIDIZING AGENT ('COPPER SHIELD-) APPLIED. NO FINGER PRINTS OR 015COLORED COPPER SHALL BE PERMITTED. G LAND BUILDS AND GO -LOCATES Cl. WAVEGUIDE BRIDGE SHALL BE BONDED TO GROUND RINGS OR INTERCONNECTING CONDUCTORS WITH GROUNDING CONDUCTORS BONDED TO A DIAGONALLY OPP05ED SUPPORT POST. G2. GROUND BARS SHALL BE BONDED TO THE GROUND RING WITH SINGLE GROUNDING CONDUCTOR WITH 2AWG TINNED SOLID COPPER. C3. BONDS TO ANTENNA MA5T5, FENCE POSTS, WAVEGUIDE BRIDGE, TOWER STEEL (UNLE55 PROHIBITED BY TOWER MANUFACTURER) AND TH05E BELOW GRADE SHALL BE EXOTHERMIC TYPE (GADWELD). ALL OTHER BONDS SHALL BE TINNED COPPER 2 -HOLE COMPRESSION FITTINGS UNLE55 OTHERWISE NOTED. T -MOBILE GROUNDING REQUIREMENTS TI. COAX GABLE OUTER GONDUGTORS(SHIEL05) SHALL BE GROUNDED U51146 COAX GROUNDING KITS AT A MINIMUM OF TWO POINTS, INCLUDING AT ANTENNA AND AT ARRESTOR GROUND BAR. THE COAXIAL GABLE SHALL NOT EXCEED 100 FEET BETWEEN GROUNDING KITS. _ T2. COAX GABLE ENTERING A BUILDING SHALL BE GROUNDED WITH COAX GROUNDING KITS TO AN INSULATED COAXMGO SHALL BE INSTALLED ON THE OUTSIDE FACE OF THE BUILDING, BELON THE GABLE ENTRY PORTS. 4b T3. WHEN COAX GABLES ENTER A BUILDING FROM A TOWER, THE COAX GROUND BAR AT THE BUILDING SHALL BE GOE W. EXTERNAL GROUND RING U51146 2AW 7 BARE TINNED SOLID COPPER 150LATED IN PVC, CONDUIT. ff PREPARED FOR: ® o o - Mobile -3407 W DR MARTIN LUTHER KING JR BLVD TAMPA, FL 33607 813-348-5200 P11/cm: Nokia Siemens Networks 1040 CROWN POINT PKWY, SUITE 900 ATLANTA, GA 30338 770-829-3000 A/E: PM*AIO 30 MANSELL CT, SUITE 103 ROSWELL, GA 30076 678-280-2325 SITE NUMBER: A2E0005A SITE NAME: TROUT LAKE (VS) SITE ADDRESS: 1701 LOWE AVE SANFORD, FL 32772 ENGINEER SEAL: _A - v1 ATRICK W. IAARSH\ALL, PE REGISTERED ENSINEE.R STATE OF FLORIDA, 1053573 P MARSHALL & ASSOCIATE. f;A# 27595 IT IS A VIOLA5ICN, OF LAW FOR AN! PERSON TO ALTER THIS DOCUMENT' UNLESS AS DIRECTED BY A LICENSED PROFESSIONAL ENGINEER DESIGN: 50M DRAWN: 5DM CHECKED: PWM PM&A PROJECT 1: BT0136 REVISION REV DATE DESCRIPTION A 06/22/0-1 1 ISSIXD FOR REVIEW O 06/26/0-1 1 155WO FOR CON5TFWTI0N SHEET TITLI su - RICAL so —GROUNDING SHEET ': MEN -1 ■� I GRAPHIC,5GALE5 5 O 5 SCALE: I" = 5-0" EXISTING GATE % X EXISTING T -MOBILE GONCRETE PAD PDU i x BT5-3 BTS -2 BT5-1 PURGELL �........ - ___ — __________ .-.._. ! ; ........ 1 ___.)) -- ------- --- MONOPOLE (((EXI5TIN6 EXI5TIN6 T -MOBILE PROP05ED T -MOBILE MINI x ICE BRIDGE PURCELL WITH FLEXI-BT5 PROP05ED GONDUITS AND .UMPER5 TO BE ROUTED THROUGH EXISTING CABINET5. FIELD COORDINATE DETAILS. PROP05ED 2'x 3' CONCRETE PAD c: EXISTiN6 LP6 TANK x— ELEGTRIGAL 51TE PLAN 5GALE: I" = 5' EXISTING EQUIPMENT x - z x EXISTING FENCE x� PREPARED FOR: a >o © ®Mobile 3407 W DR MARTIN LUTHER KING JR BLVD TAMPA, FL 33607 813-348-5200 PM/cM: Nokia Siemens Networks 1040 CROWN POINT PKWY, SUITE 900 ATLANTA, GA 30338 770-829-3000 A/E: PM6A,0 30 MANSELL CT, SUITE 103 ROSWELL'GA 30076 678-280-2325 SITE NUMBER: A2E0005A SITE NAME: TROUT LAKE (VS) SITE ADDRESS: 1701 LOWE AVE SANFORD, FL 32772 ENGINEER SEAL: ATRICK W. MARSHALL,'PE REGISTERED ENGINEER STATE OF FLORIDA x;053573 P MARSHALL & ASSOCIATES CA# 27595 IT IS A VIOLAT.IQN OF 'LAW FOR ANY PERSON TO ALTER THIS DOCUMENT, UNLESS' AS DIRECTED BY A LICENSED PROFESSIONAL ENGINEER DESIGN: 50M DRAWN: 5DM CHECKED: PHM PM&A PROJECT /: BT0136 REVISION REV DATE I DESCRIPTION A 06/22b1 19%ED FOR REVIEW O 06/26/07 15%CD FOR CONSTIRXTION SHEET /: DC POWER FEED FOR PREPARED FOR: FLEXI-BT5 AND RET ® ® . ®Mobile 6 AWG 3407 W DR MARTIN LUTHER KING JR BLVD r-------- ---A � I BLUE I W I BLACK I I 50A I ♦ � � — —BLUE --�--r- -BLACK I 5A I I �— I (A) I I I I OR BUS) (-45\/ BU5) I 12 AWG L— — — — — — — — — — — — — J SIZE 4AW6 THHN STRANDED COPPER GREEN INSULATED GROUND TO EXISTING M65 50A FEED FOR MINI-PURGELL APPLICATION OR 3 RF MODULE STACK l 50A OPTIONAL FEED FOR MINI-PURCELL APPLICATION 15A FEED FOR RET Jr CONTROLLER EXISTING FLEA BT5 OR MINI PURCELL NOTE: RET 5A FEED, I CONDUCTOR PER POLARITY, RUN CONDUCTORS TO RET PANEL EITHER IN MINI PURCELL OR TALL PURCELL (SITE SPECIFIC) ONE LINE DIAGRAM ■a PM/cM: Nokia Siemens Networks 01, \ 1 1040 CROWN POINT PKWY, SUITE 900 ATLANTA, GA 30338 770-829-3000 A/E: • • 30 MANSELL CT, SUITE 103 ROSWELL, GA 30076 678-280-2325 SITE NUMBER: A2 E0005A SITE NAME: TROUT LAKE (VS) SITE ADDRESS: 1701 LOWE AVE SANFORD, FL32772 ENGINEER SEAL: 1 PATRICK W. MARSHALL, -E REGISTERED ENGINEER STATE OF, FLORIDA (1053573 P MARSHALL it P:SSOCIATES 6A#'27595 IT IS A VIOLATION OF USN! FOR ANY PERSON TO ALTER THIS DOCUMENT UNLESSAS DIRECTED BY A LICENSED PROFESSIONAL ENGINEER DESIGN: 50M DRAWN: 5DM CHECKED: PWM PM&A PROJECT If: BT0136 REVISION EV DATE DESCRIPTION A� 06/22/07 1 15MD FOR REVIEW 0 106/26/0-11 15&XD FOR GONSTRIXTION SHEET ,: PREPARED FOR: ® ® . ®Mobile 3407 W DR MARTIN LUTHER KING JR BLVD TAMPA, FL 33607 813-348-5200 PM/cM: Nokia Siemens Networks 01, \ 1 1040 CROWN POINT PKWY, SUITE 900 ATLANTA, GA 30338 770-829-3000 A/E: • • 30 MANSELL CT, SUITE 103 ROSWELL, GA 30076 678-280-2325 SITE NUMBER: A2 E0005A SITE NAME: TROUT LAKE (VS) SITE ADDRESS: 1701 LOWE AVE SANFORD, FL32772 ENGINEER SEAL: 1 PATRICK W. MARSHALL, -E REGISTERED ENGINEER STATE OF, FLORIDA (1053573 P MARSHALL it P:SSOCIATES 6A#'27595 IT IS A VIOLATION OF USN! FOR ANY PERSON TO ALTER THIS DOCUMENT UNLESSAS DIRECTED BY A LICENSED PROFESSIONAL ENGINEER DESIGN: 50M DRAWN: 5DM CHECKED: PWM PM&A PROJECT If: BT0136 REVISION EV DATE DESCRIPTION A� 06/22/07 1 15MD FOR REVIEW 0 106/26/0-11 15&XD FOR GONSTRIXTION SHEET ,: TOP OF STEEL (7RATII 5TAINLE55 STEEL BOLT PROVIDED BY CABINET MANF. OUTLINE OF PLINTH BY CABINET MANF. 1/2' DIA. J-13OLT OR USE STANDARD BOLT W13'x3'xl/4' PLATE WASHER (2 TYP), (REFER TO BOLTING PATTERN BY CABINET MANF) PLINTH ATTACHMENT DETAIL - PLATFORM PROPOSED UMT5 ANTENNA (TYP. OF 3) (2) COAXIAL GABLES PER ANTENNA COAX GROUNDING KIT (TYP) ANTENNA MOUNTING MAST (TYP. OF EACH ANTENNA AS REQUIRED) ANTENNA MANUFACTURES BRACKET (1) DUAL TMA PER ANTENNA 1/ 2" DIA JUMPER GABLE 3' MAX (TYP. AS REQUIRED) HEATHER PROOFING KIT (TYP. AS REQUIRED) 2AWG STRANDED COPPER INSULATED GROUND WIRE TO SECTOR GROUNDING BAR (TYP. AT EACH MAST) GAD WELD rl I � - I / � I I I SECTOR GROUNDING BAR (G(5B) 5TAINLE55 STEEL BOLT PROVIDED BY CABINET MANF. PLINTH BY NF. JP OF GONG. 5LA8 5TAINLE55 5TL. THREADED FH HILTI HVA ADHESIVE, 3" MIN, FENT INTO GONG. SLAB W/ LOCK . (REFER TO BOLTING PATTERN INET MANFJ PLINTH ATTACHMENT DETAIL CONCRETE PAD GABLE NOTES: I. ALL COAX GABLE SHALL BE INSTALLED WITH A DRIP LOOP WHEN TURNING FROM VERTICAL TO HORIZONTAL. JUMPER LENGTH SHALL NOT EXCEED 6ON EACH SIDE OF FEEDER. 2. ALL GABLE SHALL BE ANDREWS LDF OR RF5 CABLEWAVE SERIES. ALL CONNECTORS TO BE 1/16" DIN FEMALE CAPTIVATED. ALL JUMPERS SHALL BE LDF SERIES (NO 5UPERFLEX) -1/16" MALE DIN TO 1/16" MALE DIN AND SHALL BE V LONG MAX (UNLESS IMPOSSIBLE). ALL EXTERIOR CONNECTIONS SHALL BE WATERPROOF TAPED. 3. ALL ANTENNA MOUNTS MUST BE GROUNDED. ALL COAX FEEDER GABLE MUST BE GROUNDED WITHIN 10' MAX (PREFERRED WITH 2'-0") OF CONNECTOR. PROVIDE GROUND BAR AT EACH SEGTOR. GRIP5TRUT SHALL BE GROUNDED AT EQUIPMENT END AND ANTENNA END TO GROUND BARS. 6RIP5TRUT SHALL BE JUMPED BETWEEN SECTIONS. PROVIDE GROUND KIT AT CABINET. 4. FOR MONOPOLES -ALL CABLING SHALL RUN ON IN51DE OF MONOPOLE, GABLE LADDER OR STANDOFFS. PROVIDE GABLE SUPPORTS EVERY 4' FOR 1-5/8" GABLE; EVERY 4' FOR l/8" GABLE 6ROUNDIN6 AS FOLLOWS: • KIT a TOP PRIOR TO TURNDOWN • KIT 0 BOTTOM BEFORE HORIZONTAL TURN " KIT a EQUIPMENT 5. ALL CABINET S ASSOCIATED EQUIPMENT SHALL BE GROUNDED BY EQUIPMENT MANUFACTURER REPRESENTATIVE. ANTENNA GROUNDING DETAIL FEEDER TO JUMPER CONNECTION JUMPER TO EQUIPMENT CABINETS EX15TING GROUNDING RING OI UMTS CABINET OPURCELL CABINET O3 TOWER TOP GROUNDING BL65 BAR O4 TOWER BOTTOM GROUNDING BU BAR O5 SURGE ARRESTOR GROUNDING BU55 BAR O6 MASTER 6ROUNDIN6 BU55 BAR Ol ANTENNA (TYP) O8 ANTENNA MOUNTING PIPE (TYP) 2AWG BARE, TINNED COPPER, SOLID, (TO E6W OCONNECTED IN51DE PUGELL W/ NO-HOLE,GADMIUM PLATED, COPPER COMPRESSION LUG. 10 ..LIMPER GABLE (TYP) II COAX GABLE (TYP) 12 COAX 6ROUNDINGING STRAP (TYPJ 13 SURGE ARRESTOR 4A 46 STRANDED, 6RN W/TWO-HOLE, CADMIUM 14 PLATED, COPPER COMPRESSION LUGS a EACH END O O I SYSTEM MODULE RF MODULE F6 PURCELL RF MODULE F6 GROUNDING RISER DIAGRAM PM/CM: Nokia Siemens Networks 1 �� IlllUu.., 1040 CROWN POINT PKWY, SUITE 900 ATLANTA, GA 30338 770-829-3000 A/E: pW41A01 30 MANSELL CT, SUITE 103 ROSWELL, GA 30076 678-280-2325 SITE NUMBER: A2E0005A SITE NAME: TROUT LAKE (VS) SITE ADDRESS: 1701 LOWE AVE SANFORD, FL32772 ENGINEER SEAL 4�61 `(PATRICK W. MARSHALL, PE REGISTERED ENGINEER STATE OF FLORIDA. 005.3573 P -MARSHALL .k ASSOCIATES CA# 27595 IT IS A 'VIOLATION OF LAW FC� ANY PERSON TO ALTER THIS DOCUMENT UNLESS AS DIRECTED BY A LICENSED PROFE: SIONAL ENGINEER DESIGN: 50M DRAWN: SDM CHECKED: PWM PM&A PROJECT 1: 13TO136 REVISION REV DATE I DESCRIPTION A 06/22/Ol I'f.�UED FOR REVIEW O 06/26/OT I IsfmD FOR OJN5TI;LcnoN GROUNDING DETAILS SHEET ,: PREPARED FOR: ® ® ® -Mobile e 3407 W DR MARTIN LUTHER KING JR BLVD TAMPA, FL 33607 813-348-5200 OI UMTS CABINET OPURCELL CABINET O3 TOWER TOP GROUNDING BL65 BAR O4 TOWER BOTTOM GROUNDING BU BAR O5 SURGE ARRESTOR GROUNDING BU55 BAR O6 MASTER 6ROUNDIN6 BU55 BAR Ol ANTENNA (TYP) O8 ANTENNA MOUNTING PIPE (TYP) 2AWG BARE, TINNED COPPER, SOLID, (TO E6W OCONNECTED IN51DE PUGELL W/ NO-HOLE,GADMIUM PLATED, COPPER COMPRESSION LUG. 10 ..LIMPER GABLE (TYP) II COAX GABLE (TYP) 12 COAX 6ROUNDINGING STRAP (TYPJ 13 SURGE ARRESTOR 4A 46 STRANDED, 6RN W/TWO-HOLE, CADMIUM 14 PLATED, COPPER COMPRESSION LUGS a EACH END O O I SYSTEM MODULE RF MODULE F6 PURCELL RF MODULE F6 GROUNDING RISER DIAGRAM PM/CM: Nokia Siemens Networks 1 �� IlllUu.., 1040 CROWN POINT PKWY, SUITE 900 ATLANTA, GA 30338 770-829-3000 A/E: pW41A01 30 MANSELL CT, SUITE 103 ROSWELL, GA 30076 678-280-2325 SITE NUMBER: A2E0005A SITE NAME: TROUT LAKE (VS) SITE ADDRESS: 1701 LOWE AVE SANFORD, FL32772 ENGINEER SEAL 4�61 `(PATRICK W. MARSHALL, PE REGISTERED ENGINEER STATE OF FLORIDA. 005.3573 P -MARSHALL .k ASSOCIATES CA# 27595 IT IS A 'VIOLATION OF LAW FC� ANY PERSON TO ALTER THIS DOCUMENT UNLESS AS DIRECTED BY A LICENSED PROFE: SIONAL ENGINEER DESIGN: 50M DRAWN: SDM CHECKED: PWM PM&A PROJECT 1: 13TO136 REVISION REV DATE I DESCRIPTION A 06/22/Ol I'f.�UED FOR REVIEW O 06/26/OT I IsfmD FOR OJN5TI;LcnoN GROUNDING DETAILS SHEET ,: