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Home My WebLink About1201 Albright Rd (6)CITY OF SANFORD PERMIT APPLICATION Permit # : Date: REGEI /ED Job Address: 1�10�"GL �L 32-771 Description of Work: ""!IQ S hey {$r fo j. � EP _ 7 X005 Historic District: ivy Zoning: /111--k Value of Work: $ 'Z0,000 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool 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 # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial / Industrial Total Square Footage: Construction Type: # of Stories: I # of Dwelling Units: _el) Flood Zone: X_ (FEMA form required for other than X) Parcel #: �D - Iq -fit', - So15-6-k- �OgO(-f -�e� (Attach Proof of Ownership & Legal Description) Owners Name & Address: SA A- Ive- .1 h -1 ✓e es 1 `187 Phone: Contractor Name & Address: Cc, 4- 70 e"Cy, WF - 9F/t' I -10i M q%t 5--C46'( A*Y; S Olet 6t-100 FL 1-2W ti hn ��Sta--te License Number: CVC -5-7-7(.2 Phone & Fax: ql%? g.Z'� F� tff)—W -W M Contact Person: Q� '• !�-- Phone: S i3 - S, k1 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: /0(.5-c Phone: 1�(3 -Ceg3 - IGaS Faxl13 -91�-gz3y 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 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: 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 pennits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirem ori Lien w, FS 713. Signature of Owner/Agent Date'Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date ame EXPIRES: November 12, 2006 3onI sd Thi -i Sud -t Owner/Agent is _ Personally Known to Me or Contractor/Agent is P-rsonally Known Me or Produced 1D Produced ID - �s3��{ o APPLICATION APPROVED BY: Bldg: J V ' \ E Zo / tilities: FD: (Initial & Date) nitial & Date) (Initial & Date) (Initial & Date) Special Conditions: tb >> SV7 This Instrument Prepared By 4?to ss '�iwQ0 QUIi�. SPA t Permit No. Parcel No. 27-19-30-503-OB04-000 Nextel Site # FL1020B Sanford NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF SEMINOLE . —, ,. ,,. n "1 n Val n all at us Ia 12111125 11 158 Ig In of fill I till MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY j 13K 05996 PG 0794 CLERK'S # 2005197798 RECORDED 11/15/2005 11:03:07 AM RECORDING FEES 10.60 RECORDED BY D Thomas THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Descriptiono f property: (legal description of property, and street address if available) 1201 Albright Road Sanford FL 32771 A portion of a parcel of land lying in Section 27, Townshipl7S, Range30 E, as recorded in OR Book 3577, Page 509 of the Public Records of Seminole County, FL 2. General description o f improvement: Install electrical equipment building 3. Owner information a. Name and address: Nextel Communications Telephone: 813-806-4000 4710 Eisenhower Blvd. Suite D-1 Tampa, FL 33634 Fax: 813-806-4170 b. Interest in property :Leasehold I c. Name and address of fee simple titleholder (if other than owner): SBA Towers Inc. 5900 Broken Sound Pkwy NW, Boca Raton FL 33487 i 4. 'Contractor: (name and ad dress) Westower Communications, Inc. Telephone: 407-852-1755 ✓+ 9961 Sidney Hayes Rd. Orlando, FL 32751 UEIt(1�Ik pnnRs� Na k"NE UIl C013Rj 5. Surety Cl`.R plE NTY. F1.OR�DPi a. Name and address: N/A $ 1,�N b. Amount of bond $ N/A _-RK 6. � 6y oEPun 6. L ender: (name and address) fUN 5 005 N/A i 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7, Florida Statutes: (name and address) N/A 1 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Leinor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (name and address) N/A 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) N/A. �- Greg Griffin — Construction Manager - Modifications (Signature of Owner) (Print Owner's Name) Sworn to and subscribed before me this day of October, 2005 by Greg Griffin who is personally known to me OR produced as identification. Pamela J $faits �,n n ssion DD084548 Notary's Name: ?d y, -`td J. (Signature of tary Public) a Expires November 18, 2005 Notary's Commission Expires: JH ? -Qs wES COMMON/CAT/ONS Limited Power of Attorney To Whom It May Concern: Please be advised that I, James Richard Gardiner, hereby authorize Charlie Gall, Operations Director, and /or James Green Operations Manager, and/or Chris Weaver, Operations Assistant, and/or Mike Garrison, Project Manager, and/or Mathew Young, Project Manager, and/or Bryan Besade Project Manager, and/or Kris Vanderpool, Project Coordinator, employees of Westower Communications, Inc. to sign for all necessary permits and permit'applications, Concerning the FL1025 Sanford Site for Nextel Communications. Thank you for your assistance in this matter. James Richard Gardiner CG -C 057362 Witness:C—�� ' n Ja C. Green James Richard Gardiner Witness: -zi—� Weaver ACKNOWLEDGED o�C/K6L Sworn to and subscribed before me this N day of X ?--K— A.D., 2005. Notary Public, State of 4D#e t HiQ C- (Signature) My commission Expires: i� / d Westower Communications, Inc., 9961 Sidney Hayes Rd. Orlando, FI. 32824 phone: (407) 852-1755 fax (407) 852-1996 jW Notary Public State of Florida Katherine C Johnson My Conunission OD395M i+0, w Ex}mes 0211312 ENGINFFR ,. KCI TECHNOLOGIES, INC. 10150 HIGHLAND MANOR DRIVE SUITE 120 TAMPA, FLORIDA 33610 CIVIL ENGINEER: DARRYL J. KROEZE, P.E. FL. LICENSE NO. 53092 ELECTRICAL ENGINEER: LUIS G. VARGAS JR. FL. LICENSE NO. 52139 m 0 PROJECT TEAM KCI PROJECT MANAGER: MARK BURNS 813-740-2300 SITE ACQUISITION CONSULTANT: CELYNDA REDGRAVE 813-917-3817 NEXTEL CONSTRUCTION MANAGER HAROLD HAYCOOK 407-838 5084 KCI JOB # 10054065R `] CONSULTANT TEAM NEXTEL SITE NAME SANFORD NEXTEL SITE NUMBER FL -1020-D SITE ADDRESS 1201 ALBRIGHT ROAD SANFORD, FLORIDA 32771 (SEMINOLE COUNTY) TOWER OWNER SBA NETWORK SERVICES 5900 BROKEN SOUND PARKWAY NW BOCA RATON,FL 33487 SITE CONTACT STEPHEN HUSS (678)978-1923 FL1224 APPLICANT i11 A,D,A, COMPLIANCE FACUTY K {NYMIEO AND NOT FOR HWMI HAWATDIL `I PROJECT SUMMARY I SITE NAME: SANFORD 1201 ALBRIGHT ROAD SANFORD, FLORIDA 32771 (SEMINOLE COUNTY) PROPOSED NEXTEL SHELTER ADDITION FL -1020-D DIRECTIONS TO SITE FROM 1-75 GO TO 1-4 (EXIT #261) AND GO EAST. FOLLOW 1-4 EAST OF ORLANDO TO SANFORD. GET OFF AT (EXIT #51) SR 46. GO EAST ON SR 46 TO ALBRIGHT ROAD, SITE WILL BE AT THE END. ALBRIGHT TURNS INTO A DIRT ROAD AT THE END lmrjr�s NEXTEL CORPORATION 4710 EISENHOWER BLVD. BLDG. D-1 TAMPA, FLORIDA 33634 (813) 806-4000 SANFORD SITE No. FL1020-D DATE: JULY 5, 2005 1 ISSUED FOR CONSTRUCTION 2 3 4 5 6 m== 0 IN 1 '10*1 ICI TECHNOIA(;IE3 FLORIDA LICENSE NO.: EB0004898 KCI TECHNOLOGIES, INC. 10150 HIGHLAND MANOR DRIVE SUITE 120 TAMPA, FLORIDA 33610 (813) 740-2300 DARRYL J. KROEZE, P.E. LICENSE NO. 83092 THIS DRAWING IS COPYRIGHTED AND IS THE PROPERTY OF NEXTEL SOUTH CORPORATION, IT IS PRODUCED SOLELY FOR USE BY NEXTEL AND ITS AFFILIATES, REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORM- ATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERM15510N OF NEXTEL SOUTH CORPORATION - SITE NAME , 7771 SANFORD SITE NUMBER : 7771 FL -1020-D SITE ADDRESS : 1201 ALBRIGHT ROAD SANFORD, FLORIDA 32771 (SEMINOLE COUNTY) EXISTING — VACANT RACK EXISTING — CABINET ON PREFAB PAD 14. D' 13.0' 33.0' 0 0 Q 11.50' E3 ACCESS G�O TING 13 ACCESS GATE TO BE RELOCATED EXISTING AS SHOWN TELCO BOX X PROPOSED EXISTING ELECTRICAL UTILITY RACK RACKS AND METERS ITYP.I EXISTING METERS AND TELCO BOX \ SWITCH TRANFER NEXTEL SHELTER 11.5' X 20.0' EXISTING A/C PROPOSED NEXTEL WAVEGUIDE BRIDGE TO CONNECT TO EXISTING NEXTEL WAVEGUIDE BRDGE EXISTING T -MOBILE EQUIPMENT PAD W/CABINETS EXISTING— GUY TOWER EXISTING VERIZON EQUIPMENT PAD W/CABINETS EXISTING SPRINT - EQUIPMENT PAD W/CABINETS EXISTING NEXTEL EOUIPMENT SHELTER L1 EXISTING A/C EXISTING WAVEGUIDE BRIDGE (TYP OF 4) EXISTING GRAVEL THROUGHOUT COMPOUND COMPOUND DETAIL NOT TO SCALE w' EXISTING FPL UTILITY POLE #44074607906 IPOWER AND TELCO SOURCE) EXISTING 6' CHAIN LINK FENCE W/ 3 STRANDS OF BARBED WIRE EXISTING NEXTEL GENERATOR PAD TOP OF TOWER & (6) EXISTING VERIZON ANTENNAS & PROPOSED WAVEGUIDE BRIDGE TO ATTACH TO EXISTING NEXTEL WAVEGUIDE BRIDGE INSTALL DRIP LOOP ON CABLE PROPOSED NEXTEL EQUIPMENT SHELTER EXISTING CHAIN r, r, LINK FENCE TOWER ELEVATION NOT TO SCALE NOTES: 1• ELEVATION SHOWN FOR REFERENCE ONLY. DO NOT USE FOR DIMENSIONING. is rjg NEXTEL CORPORATION 4710 EISENHOWER BLVD. BLDG. D-1 TAMPA, FLORIDA 33634 (813) 806-4000 SANFORD SITE No. FU -1020-D GATE: JULY 5 2005 1 ISSUED FOR CONSTRUCTION 2 3 4 5 6 KyCl TECHNOLwus FLORIDA LICENSE NO.: EB0004898 KCI TECHNOLOGIES, INC. 10150 HIGHLAND MANOR DRIVE SUITE 120 TAMPA, FLORIDA 33610 (813)746-2300 DARRYL J. KROEZE, P.E. LICENSE NO.53092 THIS DRAWING IS COPYRIGHTED AND IS THE PROPERTY OF NEXTEL SOUTH CORPORATION, IT IS PRODUCED SOLELY FOR USE BY NEXTEL AND ITS AFFILIATES, REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORM- ATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF NEXTEL SOUTH CORPORATION. SITE NAME , SANFORD SITE NUMBER 1 771 FL -1020-D SITE ADDRESS 1201 ALBRIGHT ROAD SANFORD, FLORIDA 32771 (SEMINOLE COUNTY) -ET TITLE SITE DATA COMPOUND D AIL 1.ZONING: MI -2 TOWER ELEV TION FDL IO NUMBER: 27-19-30-503-0804-0000 :ET NUMBER TOWER COMPOUND AREA. 3661.1 SF (±) PROPOSED IMPERVIOUS AREA: 246 SF (±) r. C-1 A LATTITUDE: 28'47'57" NAD 83 (AS PROVIDED) LONGITUDE: 81.18'01" NAD 83 (AS PROVIDED) (4)1 5/8" COAXIAL CABLES FLOOD ZONE: X TO BE RELOCATED OR OWNER: SBA NETWORK SERVICES REPLACED AS REOURED 5900 BROKEN SOUND PARKWAY NW COORDINATE W/ NEXTEL BOCA RATON. FL 33487 CONSTRUCTION MANAGER JURISDICTION: SEMINOLE COUNTY 7464 RIDGE ROAD SEMINOLE. FLORIDA 32771 2.VEHICULAR USE: EXISTING GUYED TOWER APPROXIMATE ONE TO THREE S]TE VISITS PER MONTH. 3.WATER AND SEWER. COMMUNICATION FACILITY SHALL NOT BE SERVICED BY WATER OR SEWER. 4.USE: UNMANNED TELECOMMUNICATIONS RELAY EQUIPMENT. 5.STORM WATER MANAGEMENT: SITE SHALL COMPLY WITH ALL STATE AND COUNTY STORM WATER REGULATIONS. 6.SITE DATA COMPILED FROM SITE WALK DATED 06/03/2005 PROPOSED WAVEGUIDE BRIDGE TO ATTACH TO EXISTING NEXTEL WAVEGUIDE BRIDGE INSTALL DRIP LOOP ON CABLE PROPOSED NEXTEL EQUIPMENT SHELTER EXISTING CHAIN r, r, LINK FENCE TOWER ELEVATION NOT TO SCALE NOTES: 1• ELEVATION SHOWN FOR REFERENCE ONLY. DO NOT USE FOR DIMENSIONING. is rjg NEXTEL CORPORATION 4710 EISENHOWER BLVD. BLDG. D-1 TAMPA, FLORIDA 33634 (813) 806-4000 SANFORD SITE No. FU -1020-D GATE: JULY 5 2005 1 ISSUED FOR CONSTRUCTION 2 3 4 5 6 KyCl TECHNOLwus FLORIDA LICENSE NO.: EB0004898 KCI TECHNOLOGIES, INC. 10150 HIGHLAND MANOR DRIVE SUITE 120 TAMPA, FLORIDA 33610 (813)746-2300 DARRYL J. KROEZE, P.E. LICENSE NO.53092 THIS DRAWING IS COPYRIGHTED AND IS THE PROPERTY OF NEXTEL SOUTH CORPORATION, IT IS PRODUCED SOLELY FOR USE BY NEXTEL AND ITS AFFILIATES, REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORM- ATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF NEXTEL SOUTH CORPORATION. SITE NAME , SANFORD SITE NUMBER 1 771 FL -1020-D SITE ADDRESS 1201 ALBRIGHT ROAD SANFORD, FLORIDA 32771 (SEMINOLE COUNTY) -ET TITLE COMPOUND D AIL TOWER ELEV TION :ET NUMBER r. C-1 A I JOH- # : VJ054065R �V4VUuy PROVIDE FREE 4' MAX, (TYP.) DRAINING GRANULAR BACKFILL UNDER SLAB. ATTAIN UNIFORM BEARING m m---m--------o-----m ----e --— EQUIPMENT Ir ---------------------------- II SMELTER (6)-#4 REBAR LONGITUDINALLY II m I I I l m 6x6-W1.4xWIA I I II II HOLD DOWNS 6 CONIC. ANCHORS TO BE DESIGNED 6 6.6-W1.4.w1,4 II II SUPPLED BY NODULAR BUILDING Ig I I BUILDINBG 11'-6" X 20' I m II II II MANUFACTURERS (MIN.4 PER STRUCT) II II II m I I BEARING PAD LOCATIONS I I IL— — — — — — — — — — — — — — — — — — — — — — — —— --II GRAOVIDE NULARF BE UNDERSLAB. m m m m 19 m (CLEAN FILL TO BE USED) II III I~ x4' DOOR MIN, CONCRETE STOOP N AROUND REBAR 04 STIRRUPS a 18" 4" EQUIPMENT SHELTER FOUNDATION PLAN NOT TO SCALE FOUNDATION NOTES 1. FOUNDATION DESIGN BASED ON 2500 PSF SOIL BEARING CAPACITY BASED ON REPORT CREATED BY SCOTT SIMS 6 ASSOCIATES, INC IN SSA PROJECT 51-98-3554 ON JUNE 24,1998. IF OTHER CONDITIONS EXIST, FOUNDATION SHALL BE REDESIGNED. CONTRACTOR SHALL HAVE SOIL BEARING CAPACITY VERIFIED BY A LICENSED PROFESSIONAL GEOTECHNICAL ENGINEER PRIOR TO 2. CONCRETE SHALL BE 3000 PSI. 3, REBAR FY - 60,000 PSI 4. ALL BACKFILL SHALL BE THOROUGHLY COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. PREFORMED EXPANSION - JONT MATERIAL 44 0 12" EA WAY 4" THICK SLAB 4'x4' - AT DOOR LOCATION (TOP OF SLAB ELEVATION - SHELTER FFE) /," PER FOOT \ BUILD UP AREA UNDER STOOP WITH GRAVEL STOOP DETAIL NOT TO SCALE 3" X 3" XII/,' NEOPRENE - RUBBER PAD. (60 OUROMETER) LOCATE AT 4'-0" O.0 SHIM DOOR TER FLOOR WITH PLASTIC SHIMS TO PREFAB ATTAIN UNIFORM BEARING EQUIPMENT SMELTER (6)-#4 REBAR LONGITUDINALLY HOLD DOWNS 6 CONIC. ANCHORS TO BE DESIGNED 6 6.6-W1.4.w1,4 SUPPLED BY NODULAR BUILDING MANUFACTURERS (MIN.4 PER STRUCT) FINSFED GRADE 12 MIL. POLY - OLY PIX2ANIACKFILL GRAOVIDE NULARF BE UNDERSLAB. (CLEAN FILL TO BE USED) II III MIN, CONCRETE N AROUND REBAR 04 STIRRUPS a 18" FOUNDATION SECTION NOT TO SCALE CHANNEL 24" WIDE is s rjr ss NEXTEL CORPORATION 4710 EISENHOWER BLVD, BLDG. D-1 TAMPA, FLORIDA 33634 '0000 (813) 806-4000 20000 OOOO SANFORD -'0000 OOOO SITE No. FL -1020-D GPS-( ,.- ......,..; .-.x,...,: ...:.na.. ..,.,.,:.. 4 O O O GPS_ ANTENNA RED BLUE GREEN BROWN DATE: JULY 5, 2005 VI CABLE ENTRY PORT FROM RESIONSN0. DATE INSIDE THE SHELTER NOT TO SCALE 1 ISSUED FOR CONSTRUCTION 2 3 4 5 6 KCI TBCHt 00[8$ FLORIDA LICENSE NO.: EB00048.98 KCI TECHNOLOGIES, INC. 10150 HIGHLAND MANOR DRIVE SUITE 120 TAMPA, FLORIDA 33610 1813) 740-2300 DARRYL J. SRORM, P.E. LICENSE NO. 63092 THIS DRAWING IS COPYRIGHTED AND IS THE PROPERTY OF NEXTEL SOUTH CORPORATION, IT IS PRODUCED SOLELY FOR USE BY NEXTEL AND ITS AFFILIATES, REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORM- ATION CONTAINED N IT IS FORBIDDEN WITHOUT SUPPORT PPE - 2" THE WRITTEN PERMISSION OF NEXTEL SCH. 40 x 13'-0' LG SOUTH CORPORATION. SUPPORT ANGLE 3 x5xY-0"LG SITE NAME I /:" DIA. U -BOLT SANFORD al/' LG GALV QQ;II x 5%2LG GALV SITE NUMBER FL -1020-D SITE ADDRESS : 1201 ALBRIGHT O WAVEGUIDE SUPPORT ] I SANFORD, FLORIDA 32771 CHANNEL - 24" LG ",I (SEMINOLE COUNTY) WAVEGUIDE BRIDGE DETAIL NOT TO SCALE SHEET TITLE 1 , I - n^ t GENERAL NOTES: 1. ALL REFERENCES TO OWNER HEREIN SHALL BE CONSTRUED TO MEAN NEXTEL SOUTH CORPORATION OR IT'S DESIGNATED REPRESENTATIVE. 2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST HAVE CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE STATE AND/OR COUNTY IN WHICH IT IS TO BE PERFORMED, 3, UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE SPECIFICATIONS, THE FOLLOWING NOTES SHALL APPLY TO THE MATERIALS LISTED HEREIN, AND TO THE PROCEDURES TO BE USED ON THIS PROJECT. 4. ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED EXACTLY AND SHALL SUPERCEDE ANY CONFLICTING NOTES ENCLOSED HEREIN, 5. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION AND/OR FIELD MODIFICATIONS, THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. 6, ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE TESTING AGENCY PRIOR TO BEGINNING ANY MATERIALS ORDERING, FABRICATION OR CONSTRUCTION WORK ON THIS PROJECT. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND THE OWNER'S ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS TO PROCEED WITH THE WORK. THE CONTRACT DOCUMENTS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE OWNER AND/OR THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. 7. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT BEING SUBSTITUTED, 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WORK. 9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL BUILDING CODE. 10. ALL PROPOSED CELLULAR EQUIPMENT AND FIXTURES SHALL BE FURNISHED BY OWNER FOR INSTALLATION BY THE CONTRACTOR, UNLESS SPECIFICALLY NOTED OTHERWISE HEREIN. 11. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIALS ACCESS, WITH THE RESIDENT LEASING AGENT FOR APPROVAL. 12. PREFABRICATED BUILDING INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. UTILITIES CONTRACTOR SHALL CONTACT A SUBSURFACE UTILITY LOCATOR FOR LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. LOCATION OF EXISTING SEWER, WATER LINES, GAS LINES, CONDUITS OR OTHER STRUCTURES ACROSS, UNDERNEATH, OR OTHERWISE ALONG THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND IF SHOWN ARE ONLY APPROXIMATELY CORRECT. CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR VERIFYING LOCATON AND ELEVATION OF ALL UNDERGROUND UTILITIES (INCLUDING TEST PITS BY HAND IF NECESSARY) IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK, CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, OR IF THERE APPEARS TO BE A CONFLICT. FOR ASSISTANCE IN LOCATING EXISTING UTILITIES CALL "NO CUTS", 1-800-432-4770. CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS WITH APPROPRIATE UTILITY OWNERS AND CONSTRUCTION MANAGER. DAMAGE BY THE CONTRACTOR TO UTILITIES OR PROPERTY OF OTHERS, INCLUDING EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE REPAIRED TO PRECONSTRUCTION CONDITIONS BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CLIENT. FOR GRASSED AREAS SEED AND MULCH SHALL BE ACCEPTABLE. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER. THE REQUIREMENTS FOR AND LIMITS OF OVERHEAD AND/OR UNDERGROUND ELECTRICAL SERVICE. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF NEW UNDERGROUND TELEPHONE SERVICE WITH THE TELEPHONE UTILITY AND THE OWNER'S REQUIREMENTS, ALL UNDERGROUND UTILITIES SHALL BE INSTALLED AND TESTED SATISFACTORY PRIOR TO COMMENCING ANY PAVING OPERATIONS WHERE SUCH UTILITIES ARE WITHIN THE LIMITS OF PAVEMENT. STRUCTURAL STEEL NOTES: 1. DESIGN REQUIREMENTS PER FLORIDA BUILDING CODE AND THE EIAITIA-222-F STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. BASIC WIND SPEED: 120 MPH (3 SEC. GUST). 2. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE A.I.S.C. SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE A.I.S.C. CODE OF STANDARD PRACTICE. 3. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A26. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 4. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) 0.1.1-96. STRUCTURAL WELDING CODE -STEEL WELD ELECTRODES SHALL BE E70XX. 5. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE STAINLESS STEEL. 6. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY NORTH AND INFORM OWNER OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. 7, ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318 AND ACI 301, AND SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI(U.O.N.). CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL UNLESS OTHERWISE NOTED. MINIMUM CONCRETE COVER SHALL BE 3 INCHES UNLESS OTHERWISE NOTED. S. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 60, DEFORMED BILLET STEEL BARS. WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A185. 9. THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE LATEST A.I.S.C, SPECIFICATIONS. 10. ALL CONNECTIONS NOT FULLY DETAILED ON THESE PLANS SHALL BE DETAILED BY THE STEEL FABRICATOR IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS. 11. HOT -DIP GALVANIZE ITEMS SPECIFIED TO BE ZINC -COATED, AFTER FABRICATION WHERE PRACTICAL. GALVANIZING: ASTM A 123, ASTM, A 153/A 153M OR ASTM A 653/A 653M, G90, AS APPLICABLE. 12. REPAIR DAMAGED SURFACES WITH GALVANIZING REPAIR METHOD AND PAINT CONFORMING TO ASTM A 780 OR BY APPLICATION OF STICK OR THICK PASTE MATERIAL SPECIFICALLY DESIGNED FOR REPAIR OF GALVANIZING. CLEAN AREAS TO BE REPAIRED, AND REMOVE SLAG FROM WELDS, HEAT SURFACES TO WHICH STICK OR PASTE MATERIAL IS APPLIED WITH A TORCH TO A TEMPERATURE SUFFICIENT TO MELT THE METALLICS. IN STICK OR PASTE, SPREAD MOLTEN MATERIAL UNIFORMLY OVER SURFACES TO BE COATED AND WIPE OFF EXCESS MATERIAL. 13. CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S INSTRUCTIONS/SPECIFICATIONS IF NO INFORMATION IS CONTAINED IN THESE PLANS OR IF THE MANUFACTURER'S SPECIFICATIONS ARE STRICTER. PAINTING: 1. CONTRACTOR TO COORDINATE PAINTING REQUIREMENTS WITH OWNER. 2. PAINT COLORS SHALL BE SELECTED TO MATCH EXISTING COLORS AND TEXTURES. 3. PROVIDE THE BEST QUALITY GRADE OF COATINGS AS REGULARLY MANUFACTURED BY APPROVED PANT MATERIAL MANUFACTURERS. MATERIALS NOT DISPLAYING THE MANUFACTURER'S IDENTIFICATION AS A STANDARD. BEST -GRADE PRODUCT WILL NOT BE ACCEPTABLE. 4. PROVIDE UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER AS THE FINISH COATS. USE ONLY THINNERS APPROVED BY THE PAINT MANUFACTURER AND USE ONLY WITHIN RECOMMENDED LIMITS. 5. COMPLETELY COVER TO PROVIDE AN OPAQUE, SMOOTH SURFACE OF UNIFORM FINISH, COLOR, APPEARANCE AND COVERAGE. CLOUDINESS. SPOTTINGS. HOLIDAYS, LAPS, BRUSHMARKS, RUNS, SACS. ROPINESS, OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. 6. FERROUS METALS SHOP PRIMED: 1.TOUCH-UP COAT -. RED OXIDE METAL PRIMER 2. FINISH COATS - SEMI -GLOSS -ALKYD ENAMEL PERMITS CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM ALL APPLICABLE GOVERNMENTAL AGENCIES. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE_CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND THE AC1318-95, "BUILDING REQUIREMENTS FOR STRUCTURAL CONCRETE". THE CONTRACTOR SHALL NOTIFY THE APPLICABLE JURISDICTIONAL (STATE, COUNTY OR CITY) ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. THE CONTRACTOR SHALL REWORK (DRY, SCARIFY, ETC.) ALL MATERIAL NOT SUITABLE FOR SUBGRADE IN ITS PRESENT STATE. IF THE MATERIAL, AFTER REWORKING, REMAINS UNSUITABLE THEN THE CONTRACTOR SHALL UNDERCUT THIS MATERIAL AND REPLACE WITH APPROVED MATERIAL AT HIS EXPENSE, ALL SUBGRADES SHALL BE PROOFROLLED WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK PRIOR TO PAVING, ANY SOFT MATERIAL SHALL BE REWORKED OR REPLACED. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PIPES, AND OTHER DRAINAGE STRUCTURES FREE FROM OBSTRUCTION UNTIL WORK IS ACCEPTED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN DRAINAGE STRUCTURES IN OPERABLE CONDITION. ALL MATERIALS AND WORKMANSHIP SHALL BE WARRANTED FOR ONE (1)YEAR FROM DATE OF ACCEPTANCE. ALL DIMENSIONS SHALL BE VERIFIED WITH THE PLANS (LATEST REVISION) PRIOR TO COMMENCING CONSTRUCTION. NOTIFY THE OWNER IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED. THE CONTRACTOR SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY GOVERNING AGENCY INSPECTORS, MISCELLANEOUS 1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL CONFORM TO ASTM A307 OR ASTM 36. ALL STRUCTURAL FASTNERS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE %j MIN. DIA, BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FROM THE PLANE, ALL EXPOSED FASTENERS, NUTS, AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL. 2. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE STAINLESS STEEL. 3. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. 4. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. 5. THOROUGHLY REMOVE ALL PANT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS, 6. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS TO BE A MIN, OF 8" RADIUS. 7. FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS, USE A TWO -BOLT HOLE NEPA DRILLED CONNECTOR SUCH AS T&B 32007 OR APPROVED EQUAL. 8. FOR ALL EXTERNAL GROUND CONNECTIONS, CLAMPS AND CADWELDS, APPLY A LIBERAL PROTECTIVE COATING OR AN ANTI -OXIDE COMPOUND SUCH AS 'NO -OXIDE A' BY DEARBORN CHEMICAL COMPANY. 9. REPAIR ALL METAL SURFACES THAT HAVE BEEN CUT OR DAMAGED BY REMOVING ANY EXISTING RUST AND APPLYING COLD GALVANIZATION. 10. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR THE CABLE MANUFACTURERS SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 11. THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING THREE (3) TYPE -WRITTEN SWEEP TESTS (ANTENNA RETURN LOSS TEST). THIS TEST. SHALL BE PERFORMED TO THE SPECIFICATIONS AND PARAMETERS OUTLINED BY THE NEXTEL RADIO FREQUENCY ENGINEER. THIS TEST SHALL BE PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE SITE. 12. THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING NEXTEL WITH THREE (3) TYPE -WRITTEN TIME DOMAN REFLECTOMETER TESTS TO VERIFY CABLE LENGTH AND TO CHECK FOR WATER DAMAGE. 13. VAPOR WRAP WILL BE USED TO SEAL ALL CONNECTIONS. 14. ALL JUMPERS TO THE ANTENNAS FROM THE MAN TRANSMISSION LINE WILL BE %2" DIA. AND SHALL NOT EXCEED 6'-0". 15. ALL MAIN TRANSMISSION CABLES WILL BE TERMINATED AT A NEXTEL POLYPHASER PROTECTOR LOCATED WITHIN V-0" OF THE EQUIPMENT SHELTER/ENCLOSURE. 16. ANTENNA CABLE LENGTHS HAVE BEEN DETERMINED BASED ON THESE PLANS. CABLE LENGTHS LISTED ARE APPROXIMATED AND ARE NOT INTENDED TO BE USED FOR FABRICATION. DUE TO FIELD CONDITIONS, ACTUAL CABLE LENGTHS VARY. CONTRACTOR MUST FIELD VERIFY ANTENNA CABLE LENGTHS PRIOR TO ORDER. 17. ALL MAIN CABLES WILL BE COLOR CODED AT FOUR LOCATIONS: N AT ANTENNA PRIOR TO JUMPER, B) AT THE BOTTOM OF THE TOWER, C) EXTERIOR PART OF THE WAVEGUIDE ENTRY PORT (AT THE SHELTER/CABINET WALL), D) INTERIOR OF THE SHELTER/CABINET. 18. ALL MAN CABLES WILL BE GROUNDED AT: A) AT THE ANTENNA MOUNTING PIPE, B) MIDDLE OF THE CABLE RUN IF OVER 200', C) AT THE BOTTOM OF THE TOWER, D) PRIOR TO ENTERING EQUIPMENT SHELTER/CABINET (WITHIN 1' OF ENTRY). 19. PROVIDE AT LEAST 6" SLACK IN THE MAIN COAXIAL CABLES AT THE TOWER TOP TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. 20, PROVIDE A CABLE DRIP LOOP AT THE BOTTOM OF THE TOWER BELOW THE TOWER BOTTOM GROUND CONNECTIONS AND AS THE CABLE TRANSITIONS TO THE SHELTER/CABINET. 21. CABLE SUPPORT RODS INSIDE SHELTER SHALL BE CUT 2" BELOW LOWER SUPPORT PLATE AND SHALL BE COVERED WITH A RUBBER CAP, 22. NEXTEL METER AND DISCONNECT SHALL BE LABELED WITH AN ENGRAVED PLATE WITH NEXTELS SITE 10 NUMBER, SITE NAME, NEXTEL (OWNER) AND ADDRESS. 23. ALL UNISTRUT CUTS AND ANY METAL ENDS WITH RAW EDGES SHALL BE COLD GALVANIZED AND COVERED WITH A PLASTIC/RUBBER CAP. 24, TRAPEZE RODS WILL BE CUT 4 INCHES FROM THE BOTTOM OF THE BUSS AND CAPPED WITH RUBBER CAPS. 25. ANY METALO.E. FENCE POSTS) WILL BE GROUNDED WITHIN 6 FEET OF ANY NEXTEL EQUIPMENT. 26. TOWER GROUND TO BE NOT MORE THAN 2 OR 3 FEET FROM TRANSITION (BEND). 27. THE SEAM BETWEEN THE SHELTER AND THE CONCRETE PAD WILL BE GROUTED WITH APPROVED COMPOUND, INCLUDING ANY GAP BETWEEN PAD AND STOOP, i NEXTEL CORPORATION 4710 EISENHOWER BLVD. BLDG. D-1 TAMPA, FLORIDA 33634 (813) 806-4000 SANFORD SITE No. FL -1020-D DATE: JULY 5, 2005 1 ISSUED FOR CONSTRUCTION 2 3 4 5 6 ===4:=KCl TECHNOLAOIES FLORIDA LICENSE NO.: EB0004898 KCI TECHNOLOGIES, INC. 10150 HIGHLAND MANOR DRIVE SUITE 120 TAMPA, FLORIDA 33610 (813) 740-2300 DARRYL J. EROEZE, P.E. LICENSE NO. 63092 THIS DRAWING IS COPYRIGHTED AND IS THE PROPERTY OF NEXTEL SOUTH CORPORATION, IT IS PRODUCED SOLELY FOR USE BY NEXTEL AND ITS AFFILIATES, REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORM- ATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF NEXTEL SOUTH CORPORATION, SITE NAME : SANFORD SITE NUMBER FL -1020-D SITE ADDRESS 1201 ALBRIGHT ROAD SANFORD, FLORIDA 32771 (SEMINOLE COUNTY) ELECTRICAL SPECIFICATIONS GENERAL A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR AND INCIDENTAL TO THE COMPLETE INSTALLATION AND OPERATION OF ALL ELECTRICAL WORK. ALL WORK SHALL BE DONE BY QUALIFIED PERSONNEL. B. CONFORM TO THE NATIONAL ELECTRICAL CODE (1996 EDITION), AND THE NATIONAL ELECTRICAL SAFETY CODE 1996 EDITIONS. THE INSTALLATION SHALL COMPLY WITH ALL APPLICABLE RULES & REGULATIONS OF LOCAL AND STATE AUTHORITIES HAVING JURISDICTION, C. COORDINATE THE WORK OF ALL TRADES. D. 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. THE RIGHT IS RESERVED TO MAKE REASONABLE CHANGES IN LOCATION OF EQUIPMENT, CONDUIT, AND WIRING UP TO THE TIME OF ROUGH -IN OR FABRICATION. E. 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 F. THERE SHALL BE NO INTERRUPTION OF POWER TO EXISTING ELECTRICAL SYSTEMS WITHOUT PRIOR CONSENT OF THE BUILDING OWNER. SUCH INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL BE SCHEDULED WITH THE OWNER AT LEAST THREE BUSINESS DAYS IN ADVANCE OF THE OUTAGE, ANY COST FOR WORK THAT MUST BE DONE ON AN OVERTIME BASIS SHALL BE INCLUDED IN THE BID. G. VISIT THE SITE AND INSPECT THE EXISTING CONDITIONS BEFORE BID IN ORDER TO ENSURE PROPER EVALUATION OF WORKING CONDITIONS AND LOCATION OF EXISTING CONDITIONS. H. WHERE OUTLETS ARE REMOVED OR CIRCUITS INTERRUPTED OR BROKEN, PROVIDE THE REQUIRED RELOCATION, RECONNECTION OR REARRANGEMENT TO RESTORE SERVICE TO ALL ITEMS, OUTLETS, ETC. NOT MADE OBSOLETE BY THIS WORK. I. MOUNTING AND SUPPORTING OF ALL EQUIPMENT PROVIDED UNDER THIS SECTION SHALL BE COORDINATED WITH THE CONSTRUCTION MANAGER IN THE FIELD. PERMITS AND FEES A OBTAIN, PAY FOR, AND DELIVER ALL PERMITS, CERTIFICATES OF INSPECTION, ETC., REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. DELIVER CERTIFICATES TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK. MATERIAL AND EQUIPMENT A. INSTALLATION SHQALLMENT BE NEW UNLESS OTHERWISE ILED AS A PART NDICATED OR SPECIFIED, AND SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LAB, FOR INSTALLATION IN EACH PARTICULAR CASE, WHERE STANDARDS HAVE BEEN ESTABLISHED. CUTTING AND PATCHING A. PROVIDE ALL CUTTING AND PATCHING NECESSARY FOR THE INSTALLATION OF THE ELECTRICAL WORK. ANY DAMAGE DONE TO THE WORK ALREADY IN PLACE BY REASON OF THIS WORK SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE BY A QUALIFIED MECHANIC EXPERIENCED IN SUCH WORK. PATCHING SHALL BE UNIFORM IN APPEARANCE AND SHALL MATCH THE SURROUNDING SURFACE, DO NOT CUT STRUCTURAL MEMBERS WITHOUT APPROVAL BY THE CONSTRUCTION MANAGER. WHERE PENETRATIONS ARE NECESSARY THROUGH THE ROOF, PROVIDE ALL NECESSARY CURBS, SLEEVES, SHIELDS, FLASHING, FITTINGS, AND CAULKING TO MAKE THE PENETRATIONS ABSOLUTELY WATERTIGHT. ELECTRICAL WORK UNDER OTHER DIVISIONS A. IN GENERAL ,POWER WIRING FOR SYSTEMS ARE INCLUDED UNDER THIS SPECIFICATION. CAREFULLY REVIEW THE CONTRACT DOCUMENTS AND COORDINATE THE ELECTRICAL WORK TO BE PERFORMED UNDER THE OTHER DIVISIONS. GUARANTEE A, GUARANTEE THE ELECTRICAL SYSTEM INSTALLED BY THE CONTRACTOR FREE FROM ALL MECHANICAL AND ELECTRICAL DEFECTS FOR THE PERIOD OF ONE YEAR BEGINNING FROM THE DAY OF FINAL ACCEPTANCE OF THE WORK OR BENEFICIAL OCCUPANCY BY THE OWNER, WHICHEVER OCCURS FIRST. B. UPON RECEIPT OF NOTICE FROM THE OWNER OF FAILURE OF ANY PART OF THE ELECTRICAL .INSTALLATION DURING THE GUARANTEE PERIOD, NEW REPLACEMENT PARTS SHALL BE FURNISHED AND INSTALLED PROMPTLY AT NO COST TO THE OWNER CONDUIT AND FITTINGS A. MINIMUM CONDUIT SIZE SHALL BE 7'4". (UNLESS OTHERWISE INDICATED) B. SUPPORT ALL CONDUIT NOT EMBEDDED IN CONCRETE OR MASONRY SO THAT STRAIN IS NOT TRANSMITTED TO OUTLET BOXES AND PULL BOXES, ETC. SUPPORTS TO BE SUFFICIENTLY RIGID TO PREVENT DISTORTION OF CONDUITS DURING WIRE PULLING. C. ALUMINUM CONDUIT IS PROHIBITED. D. ALL CONDUITS SHALL BE ELECTRICAL METALLIC TUBING (EMT), PVC, OR RIGID GALVANIZED STEEL (EXTERIOR EXPOSED) E. EMT CONDUIT FITTINGS SHALL BE FERROUS COMPRESSION TYPE. F. IN DAMP OR WET LOCATIONS USE FLEXIBLE, LIQUID -TIGHT METAL CONDUIT WITH APPROVED FITTINGS. COORDINATION A. COORDINATE THE WORK OF POWER, GROUNDING AND TELCO AT EQUIPMENT WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN. FINAL TERMINATIONS TO BE AT THE DIRECTION OF THE EQUIPMENT SUPPLIER. B. PRIOR TO BEGINNING WORK CONTRACTOR SHALL COORDINATE ALL POWER & TELCO 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. WIRES AND CABLES (600 VOLTS) A. BUILDING WIRE, UNLESS OTHERWISE INDICATED SHALL BE 600 VOLTS, TYPE THWN INSULATION, CONDUCTORS SHALL BE SIZED AND RUN AS INDICATED CONDUCTORS SHALL BE SOFT DRAWN COPPER OF NOT LESS THAN 98X CONDUCTIVITY. CONDUCTOR INSULATION A. ALL CONDUCTORS SHALL BE COLOR CODED AS REQUIRED BY NEC AND FURTHER IDENTIFIED AND CODED AS SPECIFIED HEREINAFTER. COLOR CODING SHALL BE BY MEANS OF COLORED INSULATING MATERIAL, COLORED BRAID OR JACKET OVER THE INSULATION OR BY MEANS OF SUITABLE COLORED, PERMANENT, NON -AGING, INSULATING TAPE APPLIED TO CONDUCTORS AT EACH CABINET OR JUNCTION POINT. THE COLOR CODING SHALL BE ACCOMPLISHED AS THE CONDUCTORS ARE INSTALLED. THE FOLLOWING SYSTEMS OF COLOR CODING SHALL BE STRICTLY ADHERED T0: A) GROUND LEADS: GREEN B) GROUNDED NEUTRAL LEADS: WHITE C) 120/208 VOLT (120/240 VOLT) UNGROUNDED PHASE WIRES; BLACK, RED, BLUE THE COLOR CODE ASSIGNED TO EACH PHASE WIRE SHALL BE CONSISTENTLY FOLLOWED THROUGHOUT. CONDUIT SUPPORTS A. SUPPORT SURFACE RUNS OF CONDUIT USING ONE OR TWO HOLE PIPE STRAPS. STRAP SPACING 6 FOOT ON CENTERS, MAXIMUM, UNLESS NOTED OTHERWISE. B. FASTEN STRAPS TO CONCRETE USING INSERTS OR EXPANSION BOLTS AND TO HOLLOW MASONRY USING TOGGLE BOLTS. WOODEN PLUGS ARE UNACCEPTABLE. OUTLET,JUNCTION AND PULL BOXES A. ALL BOXES, WHETHER OUTLET, JUNCTION, PULL, OR EQUIPMENT SHALL BE FURNISHED WITH APPROPRIATE COVERS. B. NO SECTIONALIZED BOXES SHALL BE USED, C. OUTLET, JUNCTION AND PULL BOXES SHALL BE SHEET STEEL. WHERE REQUIRED TO FACILITATE PULLING OF WIRES OR CABLES, SUCH BOXES SHALL BE RIGIDLY MOUNTED AND INSTALLED IN ACCESSIBLE LOCATIONS. IDENTIFICATION OF EQUIPMENT A MARK AND PERMANENTLY IDENTIFY ALL ELECTRICAL EQUIPMENT. IDENTIFICATION SHALL BE LAMINATED PLASTIC PLATES, BLACK WITH WHITE ENGRAVED LETTERS. USE /d" HIGH LETTERING. ATTACH PLATES WITH CHROME PLATED OR 316 STAINLESS STEEL SCREWS TO THE DEVICE. USE NOMENCLATURE ON DRAWINGS. B. ALL EQUIPMENT SHALL BE MARKED WITH WARNING LABELS AND SIGNAGE AS REQUIRED BY THE NATIONAL ELECTRIC CODE AND OTHER APPLICABLE STANDARDS. SAFETY DISCONNECT SWITCH A. PROVIDE SAFETY DISCONNECT SWITCHES AS SHOWN ON THE DRAWINGS AND WHERE REQUIRED BY THE NATIONAL ELECTRICAL CODE. SWITCHES SHALL BE HORSEPOWER -RATED WHERE APPLICABLE, AND SHALL BE THE SIZES REQUIRED. SERVICE ENTRANCE SWITCH SHALL BE SO RATED. B. SWITCHES SHALL BE HEAVY DUTY TYPE FUSED OR UNFUSED, AS INDICATED: SIDE HANDLE OPERATED, NEMA 1 FOR GENERAL INTERIOR WORK AND NEMA 3R STEEL FOR EXTERIOR, DAMP, OR WET LOCATIONS. SWITCHES SHALL BE EQUIPPED WITH A COVER INTERLOCK TO PREVENT OPERATION WITH COVER OPEN. C. SWITCHES SHALL BE VISIBLE BLADE, EXTERNALLY OPERATED, WITH ALL CURRENT CARRYING PARTS SILVER OR TIN-PLATED. ALL SWITCHES SHALL HAVE PROVISIONS FOR NOT LESS THAN THAN TWO EXTERNAL PADLOCK. GROUNDING A. PROVIDE GROUND FOR ALL RACEWAYS, DEVICES AND UTILIZATION EQUIPMENT PERMANENTLY AND EFFECTIVELY IN ACCORDAN6E WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND AS HEREINAFTER SPECIFIED. ALL GROUNDED NEUTRAL CONDUCTORS SHALL BE CONTINUOUSLY IDENTIFIED. ALL GROUNDING AND BONDING CONNECTIONS SHALL BE SOLDERLESS. B. PROVIDE INSULATED GROUNDING CONDUCTORS FOR FEEDER AND BRANCH CIRCUIT WIRING AS CALLED FOR ON THE PLANS. PROVIDE GROUNDING BLOCKS, TERMINALS, ETC., FOR CONNECTION OF GROUND WIRE IN ALL DISTRIBUTION EQUIPMENT, OUTLETS, JUNCTION BOXES, AND UTILIZATION EQUIPMENT. TERMINATE WITH LUGS OR COMPRESSION TERMINALS. CONDUCTORS LOOPED UNDER BOLTS OR SCREWS WILL NOT BE ACCEPTABLE. C. GROUND RODS WHEN NEEDED SHALL BE STEEL, COPPER CLAD %" DIAMETER BY TEN FEET LONG. GROUND ROD SHIELDS TO BE PROVIDED FOR DRIVING RODS. D. PRIOR TO INSTALLATION OF THE GROUNDING SYSTEM, THE EARTH RESISTIVITY SHALL BE MEASURED USING WENNER FOUR TERMINAL METHOD. REPORTS OF THE MEASURED RESISTIVITY MUST BE SUBMITTED TO THE CONSTRUCTION MANAGER. E. THE MAXIMUM RESISTANCE OF THE COMPLETED GROUNDING SYSTEM SHALL NOT EXCEED 5 OHMS ON ANY PART OF THE SYSTEM. IF DUE TO SOIL CONDITIONS OR OTHER PARAMETERS THIS MAXIMUM VALUE IS EXCEEDED, CONTACT THE ENGINEER FOR ADDITIONAL INSTRUCTIONS. F. GROUND BAR PLATES ARE TO BE MANUFACTURED EXACTLY AS DETAILED AND DIMENSIONED. DIMENSIONS TO BE ACCURATE TO V2". G. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL H. ALL BARE COPPER SURFACES SHALL BE COATED PRIOR TO LUGGING. JOINT COMPOUND SHALL BE KOPR-SHIELD BY THOMAS & BETTS. I. CONNECTION OF CONDUCTORS BELOW GRADE TO GROUND RODS, GROUND RINGS, GROUND WELL, ETC., SHALL BE EXOTHERMIC TYPE WELDING CONNECTIONS "CADWELD". J. CONNECTION OF CONDUCTORS ABOVE GRADE TO METALLIC OBJECTS OR IN HANDHOLES SHALL BE WITH PRESSURE TYPE CRIMP CONNECTORS, BOLTED CLAMPS, OR SPLIT BOLT CONNECTIONS WITH SOLID BRONZE HARDWARE. CADMIUM PLATED STEEL HARDWARE IS NOT ACCEPTABLE. CONNECTIONS TO INTERIOR HALO GROUND RING SHALL BE WITH 'C' CLAMPS. SOLID TO SOLID AND STRANDED CONDUCTORS REQUIRES TWO (2) CLAMPS. ALL 'C' CLAMPS REQUIRE INSTALLATION WITH THE CORRECT HYDRAULIC CLAMP TOOL. SUPPORTS, HANGERS AND FOUNDATIONS A. PROVIDE ALL SUPPORTS, HANGERS, BRACES, ATTACHMENTS, AND FOUNDATIONS REQUIRED FOR THE WORK. SUPPORT AND SET THE WORK IN A THOROUGHLY SUBSTANTIAL AND WORKMANLIKE MANNER WITHOUT PLACING STRAINS ON THE MATERIALS, EQUIPMENT, OR THE BUILDING STRUCTURE. B. SUPPORTS, HANGERS, BRACES AND ATTACHMENTS SHALL BE STANDARD MANUFACTURED ITEMS OR FABRICATED STRUCTURAL STEEL SHAPES. AS -BUILT DATA A. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE CONSTRUCTION MANAGER "AS -BUILT" DRAWINGS FOR CHANGES OR DEVIATIONS FROM CONTRACT DRAWINGS TO THE FOLLOWING: 1. SOURCE, ORIGIN, AND/OR ROUTING OF MAIN FEEDERS 2. LOCATION OF MAJOR PIECES OF DISTRIBUTION EQUIPMENT SUCH AS KILOWATTHOUR METER AND MAIN FEEDER OVERCURRENT DEVICES. ELECTRICAL LOAD ELECTRICAL LEGEND 1 SEE DRAWING NOTE OF SAME NUMBER C5 M KILOWATTHOUR METER / 6 CONDUIT OR CABLE -UP, DOWN 1.0 KVA #2 AWG BARE, SOLID,TINNED COPPER CONDUCTOR - UNDERGROUND �-� #2 AWG BARE, SOLID, TINNED COPPER CONDUCTOR ROUTING AS SHOWN ON DWG'S —j CONDUIT TERMINATED OR TRANSITION AS INDICATED IN PLAN COMMUNICATION EQUIPMENT STANDARD GROUND ROD -%"x10'-0" - —E — — UNDERGROUND CONDUIT, POWER --T-- UNDERGROUND CONDUIT, TELCO MJ [3J FUSED SERVICE DISCONNECT SWITCH, NON-FUSED •]EXOTHERMIC WELD OR MECHANICAL GROUND BOND - INSPECTION SLEEVE " GROUND ROD EXOTHERMICALLY WELDED TO BURIED GROUND RING ELECTRICAL LOAD SUMMARY - NEXTEL 120/24OV-SINGLE PHASE -3W 200 AMPERE SERVICE 22,000 AIC* AFG LOAD DESCRIPTION KYA LIGHTING 1.0 KVA RECEPTACLES 1.6 KVA AIR CONDITIONING 12.0 KVA COMMUNICATION EQUIPMENT 25.0 KVA FANS 0.37 KVA TOTAL CONNECTED LOAD 39.97 KVA * VERIFY AIC - OBTAIN AVAILABLE FAULT CURRENT (AFC) FOR ELECTRIC UTILITY. AIC MUST EXCEED AFC 0 POINT OF SERVICE. ABBREVIATIONS & A AMPERE AFF - ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFR - ABOVE FINISHED ROOF AGB - ANTENNA GROUND BAR AHU - AIR HANDLING UNIT AIC - AMPERES INTERRUPTING CURRENT AWG - AMERICAN WIRE GAUGE BKR, CB - CIRCUIT BREAKER CAT - CATALOG C, COND. - CONDUIT CKT - CIRCUIT DWG - DRAWING EMT - ELECTRICAL METALLIC TUBING FSS - FUSED SAFETY SWITCH CFI - GROUND FAULT INTERRUPTING GRD GROUND KVA KILOVOLT -AMPERES MCB - MAIN CIRCUIT BREAKER MGB - MAIN GROUND BAR M.H. - MOUNTING HEIGHT M.L.O. - MAIN LUG ONLY NEC NATIONAL ELECTRICAL CODE NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NETA - NATIONAL ELECTRICAL TESTING ASSOCIATION NFSS - NON-FUSED SAFETY SWITCH NIC - NOT IN CONTRACT N0, NUMBER OCP - OVER CURRENT PROTECTION P. POLE PVC - POLYVINYL CHLORIDE RCS - RIGID GALVANIZED STEEL SPST - SINGLE POLE, SINGLE THROW TYP. - TYPICAL V VOLTS WP - WEATHERPROOF 0 PHASE im Mir NEXTEL CORPORATION 4710 EISENHOWER BLVD. BLDG. D-1 TAMPA, FLORIDA 33634 (813) 806-4000 SANFORD SITE No. FLr1020-D DATE: JULY 5, 2005 1 ISSUED FOR CONSTRUCTION 2 3 4 5 6 ==KCI TWHNOLAOI63 FLORIDA LICENSE NO.: EB00048M KCI TECHNOLOGIES, INC. 10150 HIGHLAND MANOR DRIVE SUITE 120 TAMPA, FLORIDA 33610 (613)740-2300 LUIS G. VARGAS JR., P.E. LICENSE NO. 52139 THIS DRAWING IS COPYRIGHTED AND IS THE PROPERTY OF NEXTEL SOUTH CORPORATION, IT IS PRODUCED SOLELY FOR USE BY NEXTEL AND ITS AFFILIATES, REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORM- ATION CONTAINED N IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF NEXTEL SOUTH CORPORATION, SITE NAME SANFORD SITE NUMBER FL -1020-D SITE ADDRESS 1201 ALBRIGHT ROAD SANFORD, FLORIDA 32771 (SEMINOLE COUNTY) SHEET TITLE ELECTRICAL SPECIFICATIONS 0J E-1 NEXTEL SHELTER 11.5' X 20.0' PROPOSED NEXTEL WAVEGUIDE BRIDGE TO CONNECT TO EXISTING NEXTEL WAVEGUIDE BRIDGE EXISTING VACANT RACK EXISTING CABINET ON PREFAB PAD EXISTING T -MOBILE EOUIPMENT PAD W/CABINETS EXISTING VER IZON EOUIPMENT PAD W/CABINETS EXIS' . ' ' cur TOWER TO POWER SOURCE Q EX IST]NG FPL UTILITY POLE #44074607906 -E-E-----E-- (POWER AND TELCO r SOURCE) PROPOSED LOCATION I OF EXISTING 13' Imo/ ACCESS GATE W I I - T -� - - T - - TO TELCO SOURCE EXISTING EXISTING ELECTRICAL LOCATED Oj TELLO BOX X RTYPS)AND METERS _ n I 16 12 8 4 0 B 16 FOR 24'x36" DRAWINGS GRAPHIC SCALE: 1/6' - 1'-0' FOR 11'x17' DRAWINGS GRAPHIC SCALEt 1/16' • "..0' I . ' . .I 1� fEGU 1 DE EXISTING GRAVEL - THROUGHOUT COMPOUND EXISTING 6' CHAIN LINK FENCE W13 STRANDS OF BARBED WIRE EXISTING SPRINT EQUIPMENT PAD W/CABINETS EXISTING NEXTEL GENERATOR PAD POWER AND TELCO PLAN SCALE:AS NOTED N GENERAL NOTES: 1. APPLY FOR UTILITY SERVICE (TELEPHONE AND ELECTRIC) NO LATER THAN THE NEXT BUSINESS DAY FOLLOWING AWARD OF CONTRACT. COORDINATE WITH ELECTRIC UTILITY COMPANY FOR EXACT TRANSFORMER OR POLE LOCATION, METERING REQUIREMENTS, AND SERVICE ROUTING. COORDINATE WITH TELEPHONE UTILITY COMPANY FOR EXACT TELEPHONE REQUIREMENTS AND ROUTING OF SERVICE. 2. PRIOR TO SITE EXCAVATION, VERIFY LOCATION OF ALL BURIED UTILITIES. • 3. SEAL ALL CONDUIT PENETRATIONS INTO BUILDING (DOWNLEADS, POWER CONDUITS, TELEPHONE CONDUIT INSIDE AND OUTSIDE OF BUILDING, 4. CONTRACTOR SHALL COORDINATE TRENCHING ACTIVITIES WITH EXISTING UNDERGROUND SYSTEMS. ALL NEW UNDERGROUND SHALL BE BURIED TO A MINIMUM OF 30" BFG. COMPOUND DETAIL NOTES Q PROVIDE2 PULL LINES SECURELY FASTENED AT EACH END OF THE TELCO & POWER CONDUIT. PULL LINE TO BE 200 LB TEST POLYPROPYLENE LINE. PULL LINE TO BE INSTALLED AFTER USING A BRUSH MANDRIL IN CONDUIT. CAP CONDUITS UNTIL READY TO TERMINATE. Q UTILITY COMPANY METER MOUNTED ON H -FRAME UTILITY RACK. COORDINATE MOUNTING AND HEIGHT WITH THE UTILITY COMPANY. Q CONDUITS THROUGH THE SHELTER ARE TO BE SEALED AT BOTH SIDES TO PREVENT INCURSION OF WATER OR PESTS. USE APPROPRIATE MASTIC MATERIAL FOR THE CONSTRUCTION. CLEAN ALL SURFACES OF EXCESS MATERIAL. SLEEVE THROUGH CABINET FOR UTILITIES. SLEEVE SIZE SHALL BE NO MORE THAN 1" DIAMETER LARGER THAN CONDUIT OR CABLE. © SHELTERS ARE PRE -WIRED AND COME COMPLETE WITH PANEL, SURGE ARRESTOR, LIGHTING, RECEPTACLE, HVAC AND GROUNDING. ALSO INCLUDED ARE ALL ALARMS AND ASSOCIATED EQUIPMENT. Q COORDINATE INCOMING SERVICE WITH BACKBOARD LOCATION. T x12"x4" PVC JUNCTION ( CFC) NEMA 4 RATED TED, MOUNTED RECEPTACLE TO WALL. SLEEVE CONDUIT THRU 120V./20A. TO TELCO BACKBOARD APPROX 18" AFG. • GRADE 2" PVC TELCO CONDUIT. CONDUIT •,1 I 30" MINIMUM I I 30" MINIMUM TO EXTEND TO EXISTINGNEXTEL I_ I I SHELTER COORDINATE EXTENSION / _ 1 112 AC BARE, TINNED, WITH LOCAL UTILITIES 7L SOLIDWCOPPER CONDUCTOR, EXTERIOR GROUND RING ELECTRIC SERVICE IN 2" SCH. 40 NORTH WALL ELEVATION UTILITY SERVICE DETAIL RPVC ACK CONDUITN TOE EEx E SI TO yU�ITILIITY NOT TO SCALE LOCAL UTILITY COMPANY PROPOSED SERVICE RACK POWER CO. METER PROVIDED AND INSTALLED BY POWER CO. UTILITY APPROVED BACKBOX PROVIDED AND INSTALLED BY THE SUB -CONTRACTOR. COORDINATE REQUIREMENTS WITH THE UTILITY Fma COMPANY. 2" RGS WITH 3-#3/0 AWG THWN SURGE SUPPRESSOR,BY SUB -CONTRACTOR. SIZE PER EQUIP. SUPPLIERS RECOMMENDATIONS 2" PVC CONDUIT TO UTILITY POLE 3#3/0 IN 2" NIPPLE SERVICE GROUNE #4 AWG 3#3/0 & 1#6 GRD IN 2" PVC TO SHELTER METER BOND & DISCONNECT BOND. #2 AWG BARE, TINNED, SOLID COPPER. SERVICE ENTRANCE FUSED DISCONNECT 2P, 200 AMPS IN A NEMA 3R ENCLOSURE. 1" PVC GRADE EXPOSED CONDUIT; RCS EXISTING SERVICE AT UTILITY POLE — ELECTRIC METER FURNISHED BY UTILITY COMPANY AND INSTALLED UNDER THIS CONTRACT _1 ON SHELTER WALL 11'_#2 BOND TO EXTERIOR GROUND RING \ `BUILDING DISCONNECT MOUNTED ON SHELTER WALL 2P,200 AMP,FUSED AT 200 AMPS BOND CONDUCTOR #2 AWC SOLID BARE TINNED COPPER RATOR RECEPTACLE FURNISHED SHELTER AND INSTALLED UNDER CONTRACT ~3#3/0 & 1#6 GRD IN 2" CONDUIT MANUAL TRANSFER SWITCH PANELBOARD I EQUIPMENT LOCATED WITHIN DASHED LINES L — — L' IS NOT IN THIS CONTRACT AND IS SHOWN FOR INFORMATION ONLY ONE LINE DIAGRAM NOT TO SCALE /a Ilia I� Nis N>� �6 NEXTEL CORPORATION 4710 EISENHOWER BLVD. BLDG. D-1 TAMPA, FLORIDA 33634 (813) 806-4000 SANFORD SITE No. FU1020-D DATE: JULY 5, 2005 1 ISSUED FOR CONSTRUCTION 2 3 4 5 6 KC1 TBCHNOLAOIB$ FLORIDA LICENSE NO.: EB00048M KCI TECHNOLOGIES, INC. 10150 HIGHLAND MANOR DRIVE SUITE 120 TAMPA, FLORIDA 33610 (613) 740-2300 LUIS G. VARGAS JR, P.E. LICENSE NO. 52139 THIS DRAWING IS COPYRIGHTED MID 6 THE PROPERTY OF NEXTEL SOUTH CORPORATION, IT IS PRODUCED SOLELY FOR USE BY NEXTEL AND ITS AFFILIATES, REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORM- ATION CONTAINED W IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF NEXTEL SOUTH CORPORATION. SITE NAME SANFORD SITE NUMBER : FL -1020-D SITE ADDRESS : 7771 1201 ALBRIGHT ROAD SANFORD, FLORIDA 32771 (SEMINOLE COUNTY) SHEET TITLE : POWER AND TELCO PLAN E-2 r#4 AWG SERVICE GRD IN 1" PVC. #2 AWG BARE, TINNED, SOLID COPPER METER I AND SWITCH BOND `III 3-u3/0 AWG THWN & X111 n� 1-1/C #6 AWG GRND IN 2" PVC TO SHELTER SERVICE ENTRANCE GROUND ROD, 5/8" x 10' COPPER 1-2" PVC TO GROUND ROD UTILITY SOURCE SERVICE RACK RISER DIAGRAM NOT TO SCALE EXISTING SERVICE AT UTILITY POLE — ELECTRIC METER FURNISHED BY UTILITY COMPANY AND INSTALLED UNDER THIS CONTRACT _1 ON SHELTER WALL 11'_#2 BOND TO EXTERIOR GROUND RING \ `BUILDING DISCONNECT MOUNTED ON SHELTER WALL 2P,200 AMP,FUSED AT 200 AMPS BOND CONDUCTOR #2 AWC SOLID BARE TINNED COPPER RATOR RECEPTACLE FURNISHED SHELTER AND INSTALLED UNDER CONTRACT ~3#3/0 & 1#6 GRD IN 2" CONDUIT MANUAL TRANSFER SWITCH PANELBOARD I EQUIPMENT LOCATED WITHIN DASHED LINES L — — L' IS NOT IN THIS CONTRACT AND IS SHOWN FOR INFORMATION ONLY ONE LINE DIAGRAM NOT TO SCALE /a Ilia I� Nis N>� �6 NEXTEL CORPORATION 4710 EISENHOWER BLVD. BLDG. D-1 TAMPA, FLORIDA 33634 (813) 806-4000 SANFORD SITE No. FU1020-D DATE: JULY 5, 2005 1 ISSUED FOR CONSTRUCTION 2 3 4 5 6 KC1 TBCHNOLAOIB$ FLORIDA LICENSE NO.: EB00048M KCI TECHNOLOGIES, INC. 10150 HIGHLAND MANOR DRIVE SUITE 120 TAMPA, FLORIDA 33610 (613) 740-2300 LUIS G. VARGAS JR, P.E. LICENSE NO. 52139 THIS DRAWING IS COPYRIGHTED MID 6 THE PROPERTY OF NEXTEL SOUTH CORPORATION, IT IS PRODUCED SOLELY FOR USE BY NEXTEL AND ITS AFFILIATES, REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORM- ATION CONTAINED W IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF NEXTEL SOUTH CORPORATION. SITE NAME SANFORD SITE NUMBER : FL -1020-D SITE ADDRESS : 7771 1201 ALBRIGHT ROAD SANFORD, FLORIDA 32771 (SEMINOLE COUNTY) SHEET TITLE : POWER AND TELCO PLAN E-2 FENCE BOND CONDUCTOR 02 AWG BARE. TINNED, SOLID COPPER gg CONDUCTOR (TYP) b� EXISTING GRAVEL THROUGHOUT COMPOUND ® TYP, OF 4 NEXTEL SHELTER 11.5 X 20.0' FENCE BOND CONDUCTOR FENCE BOND (TYP.OF 3) SEE DETAIL THIS SHEET EXISTING — VACANT RACK EXISTING - CABINET ON PREFAB PAD EXISTING VEI EQUIPMENT F W/CABINETS EXISTING 6' CHAIN LINK F W/ 3 STRAN BARBED WIRE PROPOSED LOCATION OF EXISTING 13' ACCESS GATE _v: N2 AWG BARE, TINNED, SOLID COPPER L-- — — — — — — — — — — —- I I I M2 AWG BARE, TINNED, SOLD COPPER I PROPOSED I I UTILITY RACK I PROPOSED SPECTER GROUND1 I RNGI u2 AWG BARE TINNED. SOLD COPPER CONDUCTOR EXI I I TR SW NEXTEL SOHELTERSED I I 2 WAV�EGUIDE I MO(9dTE0 / 4 I MGe 14 I I I \ L EXISTING I I I A/C 1 HVAC BOND \ (TYP. OF 2) \ PROPOSED NEXTEL wAvEG(IDE BRIDGE 11 I\ EXISTING T -MOBILE EQUIPMENT PAD w/CABINETS EXISTING TOWER - GROUND RING O I I 1 / I I 1 CABLE TO CABLE CONNECTION O EXISTING TELCO BOX EXISTING ELECTRICAL RACKS AND METERS (TYP.) v. U` EXISTING WAVEGUIDE BRIDGE MOO TO TOWER GROUND R94G. (TYP OF 4) (K2 AWG BARE, TINNED, SOLID COPPER (TYP. 2) GROUNDING PLAN SCALE: AS NOTED (i� EXISTING SPRINT EQUIPMENT PAD W/CABNETS A/C 8 6 4 2 0 4 8 FOR 24'x36' DRAVING5 t, GRAPHIC SCALE: 174' • T'-0' FOR 11'x1T' DRAVINGS far � GRAPHIC SCALES 1/8' • 1'-0' NEXTEL CORPORATION GENERAL GROUNDING NOTES 4710 EISENHOWER BLVD. 1. INSTALL GROUND RING 2 FEET OUTSIDE OF BUILDING FOUNDATION AND 30 INCHES BLDG, D_1 BELOW GRADE (COORDINATE WITH CONSTRUCTION MANAGER), GROUND RID CONSISTS OF 412 AWG SOLID BARE TINNED COPPER. TAMPA, FLORIDA 33634 2. INSTALL GROUND RING BEFORE THE BUILDING IS SET. MAINTAIN CONNECTIONS TO (813) 806-4000 THE BUILDING AND TOWER AT ALL TIMES. 3. VERIFY EXISTING FENCE BOND TO THE EXISTING TOWER ECR. PROVIDE FENCE BONDING UCTOR, EXOTHERMICALLY EXISTS. E WELDEDTO UNDERGROU*2 AWG ND RINCTINNED COPPER CONDUCTOR, SANFORD 4. EXOTHERMIC WELD ALL CONNECTIONS TO BURIED GROUND RING WITH TEE WELDS. USE SHORT RODS WHERE STANDARD GROUND RODS ARE NOT USED. SITE No. FU1020-D SEE CABLE TO CABLE DETAIL. 5. COORDINATE WITH OWNER AND NEXTEL ANY BONDING TO EXISTING EXTERNAL GROUND RING (EGR), FENCE, OR OTHER OWNER STRUCTURES OR EQUIPMENT. ��_-•-.- ---'-•�• ^_•--•N--°�--� 6 MAKE A L GROUNDING CONNECTIONS AS SHORT AS POSSIBLE. MINIMUM BENDING DATE JULY 5, 2005 7. CLEAN ALL SURFACES AND BRUSH WITH BRONZE BRUSH PRIOR TO MAIMING GROUND CONNECTIONS, PAINT ALL EXOTHERMIC WELDS TO GALVANIZED OBJECTS WITH REVISIONS GALVANIZE PAINT. USE NO -OX COMPOUND WITH METAL TO METAL CONNECTIONS. NO. DATE 8. PROVIDE A 412 AWC SOLID TINNED COPPER CONDUCTOR FROM THE SECTOR BUSS BARS TO TOWER GROUND RING (NOT SHOWN). EXOTHERMICALLY WELD AT EACH 1 ISSUED FOR CONSTRUCTION END.GROUNO LEADS TO FOLLOW COAXIAL CABLE DOWN TOWER 9. TOOTOWER GROUND ORIING? FROM SHELINNED PTER (GROUND MINIMUM RNGBFG) BONDING CONNECTION 2 10. INSTALL 5/8 " x 10' COPPER CLAD GROUND RODS IN LOCATIONS SHOWN. DISTANCE 3 10'-0" MINIMUM TO 15'-0" MAXIMUM BETWEEN RODS. 11. BOND ALL WAVE GUIDE POSTS TO RESPECTIVE GROUND RING (TOWER/SHELTER) USE 4 02 AWC BARE, TINNED COPPER. USE EXOTHERMIC WELD FOR CONNECTIONS TO POSTS. 12. BOND EXTERNAL HALO DROPS TO GROUND RODS USING EXOTHERMIC WELD. 5 (ONE AT EACH CORNER)IF NEEDED. CONTRACTOR TO VERIFY. 13. BOND ALL FENCE POSTS WITHIN W OF EQUIPMENT CABINETS TO GROUND RING. 6 14. ALL ND RING SECTIONS SHALL D BONDED. �KCI 15. GROUND RING MUST BE INSPECTED BY CONSTRUCTION MANAGER PRIOR TO BACKFILL. PROVIDE24 HOURS NOTICE. 16. BOND AC UNITS, GPS ANTENNAS, DOOR FRAMES, METAL STAIR, HANDRAIL, MISCELLANEOUS METALLIC EQUIPMENT AND MISCELLANEOUS LIFTING HOOKS TO GROUND RING. EXOTHERMICALLY WELD CONNECTION TO GROUND RING. CONNECTION TO LIFTING HOOK(S) SHALL BE MADE AT THE TWHNOI.O(iI63 AXLE BAR WITH AN APPROVED GROUNDING CLAMP. FLORIDA LICENSE NO.: EB0004898 KCI TECHNOLOGIES, INC. 10150 HIGHLAND MANOR DRIVE GROUNDING PLAN NOTES: SUITE 120 O1 TOWER GROUND RING AND SHELTER EXTERIOR GROUND RING. CONTRACTOR TAMPA, FLORIDA 33610 SHALL CAREFULLY EXCAVATE FOR INSTALLATION TO AVOID EXISTING UNDERGROUND (813) 740-2300 SYSTEMS WHICH MAY BE PRESENT. COORDINATE ALL UNDERGROUND INSTALLATION. VERIFY SIZE, LDCATION AND DEPTH OF EXISTING TOWER RING. LUIS G. VARGAS JR., P.E. LICENSE NO.52139 O rig AWG BARE, SOLID, TINNED COPPER CONDUCTOR FROM THE MAIN GROUND BAR THIS DRAWING 1S COPYRIGHTED AND IS THE (MGB) TO THE EXTERIOR GROUND RING. CONNECTION WITH EXOTHERMIC WELD. PROPERTY OF NEXTEL SOUTH CORPORATION, O MOB MOUNTED TO WAVE GUIDE DIRECTLY OPPOSITE MICROFLECT PORT. IT IS PRODUCED SOLELY FOR USE BY q O PROVIDE GROUND KIT CONNECTION TO OUTER CONDUCTOR OF COAXIAL CABLE PRIOR OR US AND ITS AFFILIATES, REPRODUCTION TO ENTRANCE TO EQUIPMENT SHELTER. TYPICAL OF ALL CABLES. OR VSE OF THIS DRAWING AND/OR THE INFORM - TO CONTAINED IN IT IS FORBIDDEN WITHOUT O BELOW GRADE CABLE TO CABLE GROUND CONNECTION. SEE DETAIL ON SHEET E4. THE WRITTEN PERMISSION OF NEXTEL ©BOND MISCELLANEOUS METAL TO GROUND RING F CLOSER THAN 6'-0" TO RING. CONFIRM SOUTH CORPORATION. WITH NEXTEL CONSTRUCTION MANAGER PRIOR TO CONNECTING. O TEST/INSPECTION PIT. SEE DETAL ON DRAWING E4. ® 02 AWG BARE, TINNED, SOLID COPPER TO SHELTER CORNERS (TYPICAL 4 PLACES) SITE NAME OALL EQUIPMENT WITHIN THE SHELTER SHALL BE BONDED BY THE MANUFACTURER TO THE INTERIOR HALO (I.E. LIGHTS, UNSTRUT, ETC.) 10 PROVIDE ENT ANCAWG BSWIT H END METER GROUNDED ON PROPOSED H -FRAME RACK. SANFORD 11 G. WAVEGUIDE POST BONDING. 412 BARE, TINNED, SOLID COPPER (TYPICAL ALL POSTS). Q GROUND KIT CONNECTION TO COAXIAL CABLE. GROUND TO WAVEGUIDE MOUNTED GROUND BAR. 13 SITE NUMBER GROUND GPS MOUNTS TO GROUND RING. I iq INTERIOR MAIN GROUND BAR, EXTEND 412 BARE, TINNED, SOLID COPPER CONDUCTOR TO SINGLE f� POINT ON GROUND RING. FL -1020-D FENCE POS I SITE ADDRESS EXOTHERMIC WELD COLD GALVANIZE AFTER COOLING. FINISHED GRADE 1201 ALBRIGHT ROAD SANFORD, FLORIDA 32771 (SEMINOLE COUNTY) MAXIMUM SHEET TITLE GROUNDING PLAN FFNf`F ROwnIN[: \\ I / I CONCRETE FOOTING rnNnllr TnR SHEET NUMBER 'I I E-3 FENCE BONDING DETAIL NOT To SCALE Ill CI JOB # 10054065R WAVE ( A WAVE GUIDE POST ES FOR %" R BOLTS. ALL RE TO BE GROUND BAR V (TYPICAL) SS STEEL. A 4„� O O O O O O 0 O O O O O O O O O O J- 24” )v1e ��11OUNTING HOLES FOR j�j DIAMETER BOL ELEVATION E• a• SECTION DETAIL C WAVE GUIDE & MAIN GROUND BAR DRILL WAVE GUIDE GRATING IF REQUIRED NOTES NOT TO SCALE TO ALLOW INSTALLATION OF STAINLESS CONTRACTOR SHALL FIELD DRILL HOLES AS REQUIRED TO MATCH LUG DIMENSIONS STEEL THREADED ROD. AND NUMBER OF CONNECTIONS. FIELD COORDINATE WITH CONSTRUCTION WAVE GUIDE GRATING FENDER WASHER COORDINATOR. (TYPICAL) 1/4" STAINLESS STEEL THREADED ROD (TYPICAL EACH END OF GROUND BAR PLATE)TOWARD EQUIPMENT LENGTH AS ANTENNA CABLE REQUIRED ANDREW GROUNDING CABLE WAVE GUIDE MOUNTED COPPER GROUND BAR PLATE NUT AND LOCK WASHER COMBINATION (TYPICAL) SECTION 'A -A' TWO HOLE COPPER TERMINAL GROUNDING CABLE GROUND BAR PLATE (MCB, ADB) DETAIL A A WAVE GUIDE MOUNTED GROUND BAR PLATE INSTALLATIONNUI IU ZILALL e 0 STAINLESS STEEL HARDWARE 0 0 A ELEVATION GROUNDING CABLE V (TYPICAL) GROUND BPR TWO HOLE COPPER TERMINAL (SHOWN A AS BACK TO BACK HEX BOLT CONNECTION) II 118 -BSS) GROUND BAR PLATE 2" O O 0 .0 O O NUT (TYPICAL) 0 O O O FLAT WASHER (TYPICAL) BELLE ALWASHER (TYPICAL)) ASHER FOR Seo NTING HOLESDIAMETER BOLTS A (TYPICALL) 12'• SECTION 'A -W T "HOLES FOR NOTES ' DIAMETER BOLTS -'DOUBLING UP'OR 'STACKING'OF CONNECTIONS IS NOT PERMITTED. ALL HARDWARE TO BE OXIDE - INHIBITING JOINT COMPOUND TO BE USED ON ALL CONNECTIONS. ELEVATION STAINLESS STEEL BACK TO BACK CONNECTIONS SHALL BE USED ONLY WHEN NUMBER OF CONNECTIONS TO FRONT OF BAR EXCEEDS NUMBER OF AVAILABLE SPACES. -FOR LUG TO STEEL - INSERT LOCK WASHER BETWEEN LUG 6 STEEL. Hj NOTE CONTRACTOR SHALL FIELD DRILL HOLES 2" AS REQUIRED TO MATCH LUG DIMENSIONS AND NUMBER OF CONNECTIONS. FIELD COORDINATE WITH CONSTRUCTION MANAGER SFr -TION 'A -A' DETAIL B ANTENNA GROUND BAR NOT TO SCALE DETAIL D TYPICAL GROUND BAR PLATE CONNECTIONS NOT TO SCALE 6" DIAMETER SCHEDULE 40 PVC WITH 6" CLEANOUT S� PLUG AND CLEANOUT ADAPTOR FITTING. COAT PLUG THREADS WITH 1mr ANTI -SEIZE LUBRICANT 6 DIAMETER NEXTEL CORPORATION PRIOR TO INSTALLATION 16" #2 AWG PIGTAIL 4710 EISENHOWER BLVD. FINISHED GRADE BLDG. D-1 6.. - - TAMPA, FLORIDA 33634 EXOTHERMIC WELD (813) 806-4000 CONNECTION z SANFORD ID n SITE No. FL -1020-D 10'-0" GROUND ROD `fiZ•xl•-O" AT CABLE TO DATE( JULY 5, 2005 CABLE CONNECTION FOUNDATION GROUND RING J" M DETAIL E INSPECTION /TEST PIT DETAIL NOT TO SCALE EXOTHERMIC WELD CONNECTION (TYP) SHELTER PPD OR TOWER GROUND RING PARALLEL EXOTHERMIC WELD NOT TO SCALE (IF GROUND ROD NOT USED) FINISHED GRADE 24" (MINIMUM) 30" (MAXIMUM) �— BELOW GRADE CABLE TO CABLE CONNECTION (PARALLEL EXOTHERMIC WELD) x 10'-0" GROUND ROD DETAIL F BELOW GRADE CABLE TO CABLE CONNECTION NOT TO SCALE 1 ISSUED FOR CONSTRUCTION 2 3 4 5 6 KCl TECHNOIAOIBS FLORIDA LICENSE NO.: E80004898 KCI TECHNOLOGIES, INC. 10150 HIGHLAND MANOR DRIVE SUITE 120 TAMPA, FLORIDA 33610 (813)740-2300 LUIS G. VARGAS JR., P.E. LICENSE NO. 52139 THIS DRAWING IS COPYRIGHTED AND IS THE PROPERTY OF NEXTEL SOUTH CORPORATION, IT IS PRODUCED SOLELY FOR USE BY NEXTEL AND ITS AFFILIATES, REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORM- ATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF NEXTEL MIN' SOUTH CORPORATION. MAX. SITE NAME SANFORD SITE NUMBER : FL -1020-D SITE ADDRESS 1201 ALBRIGHT ROAD SANFORD, FLORIDA 32771 (SEMINOLE COUNTY) SHEET TITLE : ELECTRICAL DETAILS SHILLI NUMBtR : I R E-4 ''/2' STAINLESS STEEL THREADED ROD ANDREW GROUNDING CABLE CABLE (TYPICAL EACH ANTENNA VUMBER CABLE) RED)---�t WAVE GUIDE MOUNTED GROUND BAR PLATE. SUSPEND BELOW LOWEST ROW OF ANTENNA CABLES. LOCATE WITHIN 2'-0" OF CLOSEST POST AT END A *2 AWG BARE TINNED SOLID COPPER PIGTAIL ROUTE PIGTAIL SUCH AS TO AVOID 90' BENDS BETWEEN GROUND BAR PLATE AND WAVE GUIDE POST. EXOTHERMIC WELD FINISHED GRADE WAVE GUIDE POST BONDING CONDUCTOR TO EQUIPMENT PAD GROUND RING BOND BOTH SIDES OF DOUBLE POST WAVEGUIDE � ELEVATION ES FOR %" R BOLTS. ALL RE TO BE GROUND BAR V (TYPICAL) SS STEEL. A 4„� O O O O O O 0 O O O O O O O O O O J- 24” )v1e ��11OUNTING HOLES FOR j�j DIAMETER BOL ELEVATION E• a• SECTION DETAIL C WAVE GUIDE & MAIN GROUND BAR DRILL WAVE GUIDE GRATING IF REQUIRED NOTES NOT TO SCALE TO ALLOW INSTALLATION OF STAINLESS CONTRACTOR SHALL FIELD DRILL HOLES AS REQUIRED TO MATCH LUG DIMENSIONS STEEL THREADED ROD. AND NUMBER OF CONNECTIONS. FIELD COORDINATE WITH CONSTRUCTION WAVE GUIDE GRATING FENDER WASHER COORDINATOR. (TYPICAL) 1/4" STAINLESS STEEL THREADED ROD (TYPICAL EACH END OF GROUND BAR PLATE)TOWARD EQUIPMENT LENGTH AS ANTENNA CABLE REQUIRED ANDREW GROUNDING CABLE WAVE GUIDE MOUNTED COPPER GROUND BAR PLATE NUT AND LOCK WASHER COMBINATION (TYPICAL) SECTION 'A -A' TWO HOLE COPPER TERMINAL GROUNDING CABLE GROUND BAR PLATE (MCB, ADB) DETAIL A A WAVE GUIDE MOUNTED GROUND BAR PLATE INSTALLATIONNUI IU ZILALL e 0 STAINLESS STEEL HARDWARE 0 0 A ELEVATION GROUNDING CABLE V (TYPICAL) GROUND BPR TWO HOLE COPPER TERMINAL (SHOWN A AS BACK TO BACK HEX BOLT CONNECTION) II 118 -BSS) GROUND BAR PLATE 2" O O 0 .0 O O NUT (TYPICAL) 0 O O O FLAT WASHER (TYPICAL) BELLE ALWASHER (TYPICAL)) ASHER FOR Seo NTING HOLESDIAMETER BOLTS A (TYPICALL) 12'• SECTION 'A -W T "HOLES FOR NOTES ' DIAMETER BOLTS -'DOUBLING UP'OR 'STACKING'OF CONNECTIONS IS NOT PERMITTED. ALL HARDWARE TO BE OXIDE - INHIBITING JOINT COMPOUND TO BE USED ON ALL CONNECTIONS. ELEVATION STAINLESS STEEL BACK TO BACK CONNECTIONS SHALL BE USED ONLY WHEN NUMBER OF CONNECTIONS TO FRONT OF BAR EXCEEDS NUMBER OF AVAILABLE SPACES. -FOR LUG TO STEEL - INSERT LOCK WASHER BETWEEN LUG 6 STEEL. Hj NOTE CONTRACTOR SHALL FIELD DRILL HOLES 2" AS REQUIRED TO MATCH LUG DIMENSIONS AND NUMBER OF CONNECTIONS. FIELD COORDINATE WITH CONSTRUCTION MANAGER SFr -TION 'A -A' DETAIL B ANTENNA GROUND BAR NOT TO SCALE DETAIL D TYPICAL GROUND BAR PLATE CONNECTIONS NOT TO SCALE 6" DIAMETER SCHEDULE 40 PVC WITH 6" CLEANOUT S� PLUG AND CLEANOUT ADAPTOR FITTING. COAT PLUG THREADS WITH 1mr ANTI -SEIZE LUBRICANT 6 DIAMETER NEXTEL CORPORATION PRIOR TO INSTALLATION 16" #2 AWG PIGTAIL 4710 EISENHOWER BLVD. FINISHED GRADE BLDG. D-1 6.. - - TAMPA, FLORIDA 33634 EXOTHERMIC WELD (813) 806-4000 CONNECTION z SANFORD ID n SITE No. FL -1020-D 10'-0" GROUND ROD `fiZ•xl•-O" AT CABLE TO DATE( JULY 5, 2005 CABLE CONNECTION FOUNDATION GROUND RING J" M DETAIL E INSPECTION /TEST PIT DETAIL NOT TO SCALE EXOTHERMIC WELD CONNECTION (TYP) SHELTER PPD OR TOWER GROUND RING PARALLEL EXOTHERMIC WELD NOT TO SCALE (IF GROUND ROD NOT USED) FINISHED GRADE 24" (MINIMUM) 30" (MAXIMUM) �— BELOW GRADE CABLE TO CABLE CONNECTION (PARALLEL EXOTHERMIC WELD) x 10'-0" GROUND ROD DETAIL F BELOW GRADE CABLE TO CABLE CONNECTION NOT TO SCALE 1 ISSUED FOR CONSTRUCTION 2 3 4 5 6 KCl TECHNOIAOIBS FLORIDA LICENSE NO.: E80004898 KCI TECHNOLOGIES, INC. 10150 HIGHLAND MANOR DRIVE SUITE 120 TAMPA, FLORIDA 33610 (813)740-2300 LUIS G. VARGAS JR., P.E. LICENSE NO. 52139 THIS DRAWING IS COPYRIGHTED AND IS THE PROPERTY OF NEXTEL SOUTH CORPORATION, IT IS PRODUCED SOLELY FOR USE BY NEXTEL AND ITS AFFILIATES, REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORM- ATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF NEXTEL MIN' SOUTH CORPORATION. MAX. SITE NAME SANFORD SITE NUMBER : FL -1020-D SITE ADDRESS 1201 ALBRIGHT ROAD SANFORD, FLORIDA 32771 (SEMINOLE COUNTY) SHEET TITLE : ELECTRICAL DETAILS SHILLI NUMBtR : I R E-4 STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS "Dedicated to making Florida a better place to call home" )EB BUSH Governor January 27, 2003 James B. Schack, President Oldcastle Precast Communication 27 Amberjack Blvd. Newnan, GA 30265 RE: Manufacturer Certification: Oldcastle Precast Communication To manufacture: Tele Communication Buildings Manufacturer I. D. Number: OPG400 - This approval expires: January 26, 2006 Dear Mr. Schack: COLLEEN CASTILLE Secretary I am pleased to inform you that the Department Of Community Affairs has granted OldcastIe Precast Communication approval to manufacture tele communication buildings for installation in Florida. This approval is granted pursuant to your submittal which was found by your inspection/plans review agency to be in compliance with the Manufactured Buildings Act and the Department found the application to be complete. Design and fabrication of tele communication buildings must be approved for compliance with the Florida Building Code by your third party inspection/ plans review agency before manufacturing them. Tele communication buildings must be inspected by your third party agency during the manufacturing process for code compliance. On site installation requirements are specifically and entirely reserved to local authorities. These requirements must be reasonable and uniformly applied as conventional construction. A copy of this letter must lie attached to the approved plans when making application for local building permits. MM: akd cc: Ray Helmer, TRA Sincerely, Mo Madani Planning Manager, C.B.O. Codes and Standards Office 2555 SHUMARD OAK BOULEVARD • TALLAHASSEE, FLORIDA 32399-2100 Phone: 850.488.8466/Suncom 278.8466 FAX: 850.921.0781/Suncom 291.0781 Internet address: hitu://www.dca.state.fl.us CRITICAL STATE CONCERN FIELD OFFICE COMMUNITY PLANNING EMERGENCY MANAGEMENT HOUSING & COMMUNITY DEVELOPMENT 2796 Overseas Highway, suite 212 2553 Shumard Oak Boulevard 2555 Shwnard Oak Boulevard 2555 Shumard Oak Boulevard Marathon, FL 33050-2227 Tallahassee, FL 32399-2100 Tallahassee, FL 32399-2100 Tallahassee, FL 32399-2100 r I 7 SCOPE OF SYSTEM DESIGN` THIS SHELTER SYSTEM PACKAGE IS INTEDED TO SERVE AS A "MASTER PLAN" TO DEFINE ACCEPTABLE STRUCTURAL AND ARCHITECTURAL ' CONSTRUCTION OF ANDREW CORPORATION "RCS" TYPE EQUIPMENT L. SHELTERS. EACH DESIGN MODEL SHALL INCLUDE SPECIFIC PROJECT DRAWINGS WHICH WILL DETAIL FLOOR PLAN LAYOUT, FACTORY INSTALLED EQUIPMENT, AND ELECTRICAL SYSTEM DESIGN. IN ADDITION, SPECIFIC PROJECT DRAWINGS SHALL LIST DESIGN OPTIONS APPLICABLE TO THE SHELTER MODEL STRUCTURAL AND ARCHITECTURAL CONSTRUCTION OF "RCS" TYPE SHELTERS SHALL CONFORM TO THE DESIGN, DETAILS, AND UMITA71ONS OF THIS SYSTEM PACKAGE, UNLESS SUPPLEMENTAL DRAWINGS, CALCULATIONS, AND/OR SPECIFICATIONS ARE SUBMITTED TO THE APPROPRIATE AGENCY FOR DESIGN REVIEW AND APPROVAL MODEL NUMBER DESIGNATION RCS WW(W) LL(L) — DD — H(H) REINFORCED CONCRETE SHELTER SYSTEM 1.1 5 3 DATE /Z (/ 3 PLAN/DESIG. &5(0&3. 9s / APPROVED BY T. P. HJGF,R CER]. # 009 T. B. ARNO!!ID B/d ale A{tir OLDCASTLE PRECAST COMVUNICATIOVS SHELTER MODEL RCS11520-38*-95 A WIDTH: 6'-0" - 14'-6" BUSINESS UNIT HEADQUARTERS EXAMPLE: 11'-6' - 115 AND MANUFACTURING FACILITY EXAMPLE 10'-0" = 10 C LENGTH: 8' — 40' OLDCASTLE — NEWNAN DETAIL NUMBER 27 Am10jock Blvd. DIFFERENTIATES SHELTERS OF THE Newnan, GA., U.S.A. 30265 SAME SIZE WITH DIFFERENT LAYOUTS Telephone: (770) 251-8777 NOMINAL WALL PANEL HEIGHT: 8' - 9'-6' FAX: (770) 304-4640 01 m EXTERIOR FINISH ROOF EXTERIOR SURFACE ■ FBR BROOM FINISH ❑ FTR HARD TROWEL FINISH CODE DATA DESIGN OPTIONS LEEWARD SPECIFIC PROJECT DRAWINGS SHALL SPECIFY WHICH OPTIONS APPLY TO A PARTICULAR SHELTER MODEL ALL UNITS OF A PARTICULAR MODEL NUMBER SHALL BE CONSTRUCTED WITH THE SAME DESIGN OPTIONS. STRUCTURAL EXTERIOR INTERIOR FINISHES INSULATION ROOF THICKNESS 3" THICK CEILING ROOF OVERHANG DESIGN LIVE LOAD PANELLING R2W NOMINAL R2 WALLS ❑ OHOR NO OVERHANG ■ PSF60R 60 PSF ❑ NP 1/2" PLYWOOD & NU -POLY ❑ R2R NOMINAL R2 ROOF ■ OH3R 3" OVERHANG ❑ PSF10OR 100 PSF ■ FRP50C 1/2" PLYWOOD &_FRP ■ R11R NOMINAL R11 ROOF ❑ PSF150R 150 PSF ❑ FRP75C 3/4" PLYWOOD & FRP ❑ R22R NOMINAL R22 ROOF ❑ PSF20OR 200 PSF ❑ CFOC OTHER ❑ ❑ PSF225R 225 PSF 3 HOUR FIRE RATING ❑ ❑ PSF250R 250 PSF ❑ R22W NOMINAL R22 WALLS EXTERIOR FINISH ROOF EXTERIOR SURFACE ■ FBR BROOM FINISH ❑ FTR HARD TROWEL FINISH 8 1 7 SEISMIC OPTION ❑ IBC SEISMIC SS > 50%g IBC 2000 AND ASCE7-98 S = 300%C (MAX) HORIZONTAL SEISMIC COEFFICIENT 0.60 (SEE SHEET 27-40) ■ SEISMIC ZONE IV SS � 507"g "Z"="Ao"=0.40 (SEE SHEET 1 - 26 UBC, HORIZONTAL SEISMIC COEFFICIENT 0.37 ISEE SHEET 1 BOCA, HORIZONTAL SEISMIC COEFFICIENT 0.22 SEE SHEET 1 —1,6 SBCCI, HORIZONTAL SEISMIC COEFFICIENT 0.22 SEE SHEET 1 - 26 OBBC, HORIZONTAL SEISMIC COEFFICIENT 0.22 SEE SHEET 1 - 26 6 1 5 MANUFACTURING FACILITY OLDCASTLE — BURLINGTON 1290 Southwest 10th Road Burlington, KS., U.S.A. 66839 Telephone: (316) 364-5200 FAX: (316) 364-8490 BUILDING CODE DATA NALLS LEEWARD ROOF OCCUPANCY/ WALLS 150 WALLS USE GROUP EXTERIOR WAI SURFACE ❑ WALL PANEL 3W THICKNESS 3" THICK FIRE RATING 1 HOUR FIRE RATING ❑ PANELLING NP 1/2" PLYWOOD & NU -POLY ❑ R2W NOMINAL R2 WALLS ■ FAW EXPOSED AGGREGATE ■ 4W 4" THICK 2 HOUR FIRE RATING ■' FRP50W 1/2" PLYWOOD & FRP ■ R11W NOMINAL R11 WALLS ❑ FSW SMOOTH (FLOAT) ❑ 4.6W 4 3/4" THICK 3 HOUR FIRE RATING ❑ FRP75W 3/4" PLYWOOD & FRP ❑ R22W NOMINAL R22 WALLS ❑ FFLW FORMLINER ❑ 5.5W 5 1/2" THICK- 4 HOUR FIRE RATING ❑ WFOW OTHER 2001 V -UNPROTECTED ❑ FOW OTHER V -B S2 FLOOR r 5B S2 FLOOR 2001 FLOOR S2 NEW YORK FLOOR 2B SLAB THICKNESS TEXAS DESIGN LIVE LOAD V -UNPROTECTED SUBFLOOR WISCONSIN N/A TELECOM. EQUIPMENT SHELTER WASHINGTON INTERIOR SURFACE ■ 2F 2" THICK ❑ 100 PSF R SFOF NO SUBFLOOR ❑ R4F NOMINAL R4 FLOOR ❑ FFF FLOAT FINISH ❑ 3F 3" THICK ❑ 200 PSF ❑ SFWF PLYWOOD, —THICK ■ FTF HARD TROWEL FINISH ❑ 6F 6" THICK ■ 250 PSF ❑ SFCF CEMENT BOARD,—THICK ■ R13F NOMINAL R13 WITH SUBFLOOR EQUIPMENT LOAD ❑ RDF OTHER CI400 PSF F1 OOR FINISH ❑ 500 PSF ■ FFTF VINYL COMPOSITION TILE FLOOR RAIL ❑ 700 PSF :3FFOF OTHER ■ FRF FLOOR RAIL O NFRF NO FLOOR RAIL 8 1 7 SEISMIC OPTION ❑ IBC SEISMIC SS > 50%g IBC 2000 AND ASCE7-98 S = 300%C (MAX) HORIZONTAL SEISMIC COEFFICIENT 0.60 (SEE SHEET 27-40) ■ SEISMIC ZONE IV SS � 507"g "Z"="Ao"=0.40 (SEE SHEET 1 - 26 UBC, HORIZONTAL SEISMIC COEFFICIENT 0.37 ISEE SHEET 1 BOCA, HORIZONTAL SEISMIC COEFFICIENT 0.22 SEE SHEET 1 —1,6 SBCCI, HORIZONTAL SEISMIC COEFFICIENT 0.22 SEE SHEET 1 - 26 OBBC, HORIZONTAL SEISMIC COEFFICIENT 0.22 SEE SHEET 1 - 26 6 1 5 MANUFACTURING FACILITY OLDCASTLE — BURLINGTON 1290 Southwest 10th Road Burlington, KS., U.S.A. 66839 Telephone: (316) 364-5200 FAX: (316) 364-8490 BUILDING CODE DATA WINDWARD LEEWARD ROOF OCCUPANCY/ WIND LOAD. MPH (3 SECOND GUST) 150 TYPE USE GROUP UBC UBC, PSF 48.8 -30.5 -42.7 s` BOCA, PSF 60.2 -42.0 -54.1 1999 SBCCI, PSF 54.5 N/A -63.6 V -UNPROTECTED OBBC, PSF 50.2 -42.0 -54.1 S2 ASCE7-98 & IBC 2000 44.5 -31.3 -40.1/-60.5 8 1 7 SEISMIC OPTION ❑ IBC SEISMIC SS > 50%g IBC 2000 AND ASCE7-98 S = 300%C (MAX) HORIZONTAL SEISMIC COEFFICIENT 0.60 (SEE SHEET 27-40) ■ SEISMIC ZONE IV SS � 507"g "Z"="Ao"=0.40 (SEE SHEET 1 - 26 UBC, HORIZONTAL SEISMIC COEFFICIENT 0.37 ISEE SHEET 1 BOCA, HORIZONTAL SEISMIC COEFFICIENT 0.22 SEE SHEET 1 —1,6 SBCCI, HORIZONTAL SEISMIC COEFFICIENT 0.22 SEE SHEET 1 - 26 OBBC, HORIZONTAL SEISMIC COEFFICIENT 0.22 SEE SHEET 1 - 26 6 1 5 MANUFACTURING FACILITY OLDCASTLE — BURLINGTON 1290 Southwest 10th Road Burlington, KS., U.S.A. 66839 Telephone: (316) 364-5200 FAX: (316) 364-8490 BUILDING CODE DATA MODEL EDITION CONSTRUCTION OCCUPANCY/ CODE ELEVATIONS TYPE USE GROUP UBC 1997 V -N S2 BOCA 1995 5B S2 7 OF 11 1999 5B S2 SBCCI 1994 V -UNPROTECTED S2 9 OF 11 1997 V -UNPROTECTED S2 OBC 2002 V -B S2 NEC 1996 - - 1999 - - 2002 - - IMC 2000 V=8 S2 IBC 2000 V -B S2 FL BLDG CODE 2001 V -UNPROTECTED S2 KSBC 2002 V -B S2 MASSACHUSETTS r 5B S2 MI ST BLDG CODE 2001 V -B S2 NEW YORK N/A 2B CA TEXAS N/A V -UNPROTECTED B WISCONSIN N/A TELECOM. EQUIPMENT SHELTER WASHINGTON N/A V -N B 2 REVISIONS DESCRIPTION RELEASE FOR APPROVAL UPDATED COVER FOR IBC 2000 UPDATED BUILDING CODE DATA I 1 I DATE APPROVED ' 28 01 21/01 '21 02 '27 /0 i. 1?o dg,®c �tcs, gnc. 4�0' r 4CF�f T!ic5� C!EiutiS I; yr:; Iden CCVIr fre] IOP I, C1 to s cc�n'rePl;nanCe } 1879 y?; :y'` o ��c7TiLi 1C': }CEA E::.jz C m , c aN and I'i1C- IG'Ii.owjng Criteria Construction Type ©TEcTI� Occupancy 'IuSsifl^mien — AllowahieFlo. of Floors I m.p,h. %find Velocity fr> QZT n hI hr. Fire ,«.i:.g (��. 1;�!!s) p.s.f. Floor Lead So Rate of Review 5 Bsil, engineering. 3500 Parkway Lane Tel: 770:446.3334 Suite 500 Fax: 770.248.0090 Norcross, Ga 30092 www.dsi-engineering.com DRAWING INDEX SHEET DESCRIP11ON 1 OF 11 SYSTEM DESIGN DATA 2 OF 11 ELEVATIONS 3 OF 11 BILL OF MATERIAL 3A OF 11 OPTIONS 4 OF 11 CEILING LAYOUT PLAN 5 OF 11 FRONT WALL LAYOUT 6 OF 11 BACK WALL LAYOUT 7 OF 11 END WALL LAYOUT 7A OF 11 CONNECTOR DATA 8 OF 11 ELECTRICAL SCHEMATIC 8A OF 11 ALARM SCHEMATIC 9 OF 11 CABLE LADDER LAYOUT,DETAILS & GROUNDING 10 OF 11 EQUIPMENT GROUNDING 11 OF 11 SHIPPING/SET-UP INSTRUC11ONS Bsil, engineering. 3500 Parkway Lane Tel: 770:446.3334 Suite 500 Fax: 770.248.0090 Norcross, Ga 30092 www.dsi-engineering.com RETURN ONREQUEST BY THIS COMPANY. THE INFORMATION SHOWN IS CONFIDENT& AND THE RECIPIENT AGREES NOT TO USE IN ANY MANNER WHICH WILL BE DETRIMENTAL TO OLDCASTLE PRECAST, INC.CDPYRKHT C 2D02 OLDCASTLE PRECAST, INC. S. LANKFORD s/20/o1 SHELTER DESIGN DATA sem. CLARK 3/0s/o1 NEXTEL COMMUNICATIONS UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES (MI 2 ��41Z 1 D 0 ®Idcastle 27 AmlaJxk 9 .d PRECAST COMMUNICATIONS I � 1290 soun,I 10th R.TN�h� (�) 25 s!M � ((%0 aa:- W FAxj (770) 304-4810 1 820) 384-15M . RETURN ONREQUEST BY THIS COMPANY. THE INFORMATION SHOWN IS CONFIDENT& AND THE RECIPIENT AGREES NOT TO USE IN ANY MANNER WHICH WILL BE DETRIMENTAL TO OLDCASTLE PRECAST, INC.CDPYRKHT C 2D02 OLDCASTLE PRECAST, INC. S. LANKFORD s/20/o1 SHELTER DESIGN DATA sem. CLARK 3/0s/o1 NEXTEL COMMUNICATIONS UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES (MI 2 ��41Z 1 D 0 26 1/2" (TYP) 0 EXPOSED AGGREGATE SAND TEXTURE FINISH ELEVATION "E" 69' GND C ) TEXTURE FINISH DOOR LOCATION EXPOSED AGGREGATE Il Q 4' TELCO ENTRY TELCO GNO EXIT SAND TEXTURE FINISH 68' 17" OPTIONAL EXT. LIGHT -7 I I 1 L.J i+ OPTIONAL I I•3070 STEEL II j DOOR II LOCATION II II II II II II II I� I I I I I II 1 II 1 II II II II II II I � II li' II ELEVATION "F" 2' ENTRY ELBOW 52 j EXPOSED AGGREGATE I I I EN ACF T. it. rnold &-- ASSE)Clates, Tnc. 1/111, y I 57 i r. These etails have been reviewed for I I = wF conlormance W;"i'. t1he Flor;da �c 1° Manufactured Building Act of 1479 \\`c, l��N _M ONS Q and the following criteria Construction Type V U 6I Occupancy Classification 5.2 Allowable No. of Floors Wind !Velocity 75 © M.p.h. Fire Rating (Ext hr. Floor Load r?So UNIVERSAL Urr1iINIGf. Date of Review s TIE -DOWN PLATE TYP . 8 PLACES) FIELD WORK) j ELEVATION "H" ELEVATION "G" NOTE: PAINT ALL SAND TEXTURE AND SMOOTH SURFACES COCOA. REVISIONS DESCRPMON RELEASE FOR APPROVAL UPDATE TO MATCH FIBREBOND DATED 01/30/01 DELETED OPTIONAL HVAC REF ) TEXTURE FINISH DATE APPROVED EXTERIOR WALL ® ' F 3070 STEEL U SAND TEXTURE D® WAVEGUID DOOR NUMBER CALL OUTS ON THIS DRAWING. HVACOPTION 2. UNLESS OTHERWISE NOTED, PENETRATION TOLERANCE IS t1 y ; G F•'4 3. UNLESS OTHERWISE NOTED, ANGULAR PENETRATION TOLERANCE WAVEGUIDE - EXPOSED OPTION engineering. 8 GENERATOR AGGREGATE Suite 500 Fax: 770.248.0090 A FLOOR PLAN c - Norcross, Ga 30092 wwwAsi engmeering.com RECEPTACLE SCALE: 3/87=1'-0' "7 WAVEGUIDE DOOR LOCATION-,,,,, DECAL FOUNDATION 04- BY OTHERS) OPTION FIELD WORK QC ALTERNATE 27 Amlajack Blvd. 1290 Southwest 10th Road OR LOCATION INTERIOR WALL 4 0 GENERATOR --- v,,^. . _✓_.- Fax: (770) 304-4640 Fax: (620) 364-1501 DRAM! BY DAIE n,,,E ® I RECEPTACLE 42 N BY DAM s CLARK 03/08/01 NEXTEL COMMUNICATIONS ^ 1 Il v MMECT MDR DAZE u^ f / _ 6/03 n 11 1/2" FL PE #53467 �meW- M`• MD 6 SUB= "B RCS11520—*— • TE " slow ON Mum W°` DT6 �'° 38 95 6 CONF OOMk Alp THE RMPOU =ZM Nor M USE M IM WNNER OHCN MILL BE DElM LORAL lD OUD1SILE SDILE PUTT SCALE SHEET OF FWewsr, MGWPrMaNr . soot OLDCASU PRM -67. "`• 1/4- =1--0" _25=12 ' DOOR LOCATION EXPOSED AGGREGATE Il Q 4' TELCO ENTRY TELCO GNO EXIT SAND TEXTURE FINISH 68' 17" OPTIONAL EXT. LIGHT -7 I I 1 L.J i+ OPTIONAL I I•3070 STEEL II j DOOR II LOCATION II II II II II II II I� I I I I I II 1 II 1 II II II II II II I � II li' II ELEVATION "F" 2' ENTRY ELBOW 52 j EXPOSED AGGREGATE I I I EN ACF T. it. rnold &-- ASSE)Clates, Tnc. 1/111, y I 57 i r. These etails have been reviewed for I I = wF conlormance W;"i'. t1he Flor;da �c 1° Manufactured Building Act of 1479 \\`c, l��N _M ONS Q and the following criteria Construction Type V U 6I Occupancy Classification 5.2 Allowable No. of Floors Wind !Velocity 75 © M.p.h. Fire Rating (Ext hr. Floor Load r?So UNIVERSAL Urr1iINIGf. Date of Review s TIE -DOWN PLATE TYP . 8 PLACES) FIELD WORK) j ELEVATION "H" ELEVATION "G" NOTE: PAINT ALL SAND TEXTURE AND SMOOTH SURFACES COCOA. REVISIONS DESCRPMON RELEASE FOR APPROVAL UPDATE TO MATCH FIBREBOND DATED 01/30/01 DELETED OPTIONAL HVAC REF ) TEXTURE FINISH DATE APPROVED EXTERIOR WALL ® ' F r FINISH �A. t •�,: _ _ .t: moi. _ - - �y _ - .-1•' SAND TEXTURE D® WAVEGUID TO BILL OF MATERIAL ITEMS WHICH COORESPOND TO ITEM NUMBER CALL OUTS ON THIS DRAWING. HVACOPTION 2. UNLESS OTHERWISE NOTED, PENETRATION TOLERANCE IS t1 y ; IN ANY DIRECTION. F•'4 3. UNLESS OTHERWISE NOTED, ANGULAR PENETRATION TOLERANCE WAVEGUIDE �e • OPTION engineering. EQUIPMENT ROOM Suite 500 Fax: 770.248.0090 A FLOOR PLAN c - Norcross, Ga 30092 wwwAsi engmeering.com SCALE: 3/87=1'-0' "7 WAVEGUIDE DOOR LOCATION-,,,,, � � Communications FOUNDATION 04- BY OTHERS) OPTION FIELD WORK QC ALTERNATE 27 Amlajack Blvd. 1290 Southwest 10th Road OR LOCATION INTERIOR WALL Phone: (770) 251-8777 Phone: (620) 364.1500 v,,^. . _✓_.- Fax: (770) 304-4640 Fax: (620) 364-1501 DRAM! BY DAIE n,,,E EXTERIOR WALL ® ' F r FINISH NOTES: 1 . FOR IDENTIFICATION /DESCRIPTION OF DOOR (HARDWARE, SIZE, SAND TEXTURE ETC.), AIR CONDITIONING UNITS, AND OTHER EQUIPMENT, REFER TO BILL OF MATERIAL ITEMS WHICH COORESPOND TO ITEM NUMBER CALL OUTS ON THIS DRAWING. 2. UNLESS OTHERWISE NOTED, PENETRATION TOLERANCE IS t1 y ; IN ANY DIRECTION. F•'4 3. UNLESS OTHERWISE NOTED, ANGULAR PENETRATION TOLERANCE IS -20'+0 (25' TO 45'). �e • engineering. 3500 Parkway Lane Tel 770.446.3334 Suite 500 Fax: 770.248.0090 - Norcross, Ga 30092 wwwAsi engmeering.com oldcastle Precast � � Communications FOUNDATION 04- BY OTHERS) f.. FIELD WORK :. 27 Amlajack Blvd. 1290 Southwest 10th Road Newnan, GA. 30265 Burlington, KS. 66839 Phone: (770) 251-8777 Phone: (620) 364.1500 v,,^. . _✓_.- Fax: (770) 304-4640 Fax: (620) 364-1501 DRAM! BY DAIE n,,,E S. LANKFORD 01/28/01 EXTERIOR ELEVATIONS BY DAM s CLARK 03/08/01 NEXTEL COMMUNICATIONS ^ 1 Il v MMECT MDR DAZE u^ f / _ 6/03 FL COA 26029 T6 DWOM Rio IRr PMR TF�F 6 TE rRorEmr FL PE #53467 �meW- M`• MD 6 SUB= "B RCS11520—*— • TE " slow ON Mum W°` DT6 �'° 38 95 6 CONF OOMk Alp THE RMPOU =ZM Nor M USE M IM WNNER OHCN MILL BE DElM LORAL lD OUD1SILE SDILE PUTT SCALE SHEET OF FWewsr, MGWPrMaNr . soot OLDCASU PRM -67. "`• 1/4- =1--0" _25=12 ' l DOOR LOCATION OTY. U/M ✓ ITEM QTY. U/M DESCRIPTION OPTION f8 OPTION #1 1 LONG WALL EA OPTION #2 SHORT WALL 1 EA HVAC LOCATION EA ✓ ITEM QTY. U/M I DESCRIPTION INSTALL HVAC DISCONNECTS OPTION 43 ISAME SHORT WALL EA OPTION #4 1 IOPPOSiTE SHORT WALLS OPTION f9 1 MARVAIR OPTIONS ✓ ITEM QTY. U/M DESCRIPTION OPTION 15 2 EA TWO 3 TON UNITS WITHOUT ECONOMIZER OPTION f6 2 EA TWO 5 TON UNITS WITHOUT ECONOMIZER BARD OPTIONS ✓ ITEM OTY. U/M DESCRIPTION OPTION f8 1 EA ONE 3 TON UNIT WITH ECONOMIZER 1 EA 1 EA ONE 5 TON UNIT WITH ECONOMIZER INSTALL HVAC DISCONNECTS 1 EA BREAKER, 40A/240V OPTION f9 1 EA ONE 3 TON UNIT WITHOUT ECONOMIZER OPTION #13 1 1 EA ONE 5 TON UNIT WITHOUT ECONOMIZER PER HOUR 1 EA ONE 5 TON UNIT WITHOUT ECONOMIZER OPTION f1O 2 EA TWO5 TON UNIT WITHOUT ECONOMIZER SUPPLY & INSTALL HYDROGEN GAS DETECTOR 01/27/01 OPTIONS 04 CO OPTION f11 2 EA TWO 5 TON UNIT WITH ECONOMIZER SUPPLY & INSTALL HYDROGEN GAS VENT FAN W M 2 EA BREAKER, 40A 240V DATE OPTION 121 1 EA OPTION g15 2 EA ITWO 5 TON UNIT WITHOUT ECONOMIZER `�.J " 2 EA BREAKER, 40A/240V SUPPLY A DOOR THAT COMPLIES WITH UL752 LEVEL 4 N AMY YHNETt B}R71 BR1 E RTtaYFMTAL TO NDCASiIE MM0167, N"aPrm°" o WM OUXM71 PREW. Nc OPTION #23 1 EA SUN OPTIONS ✓ ITEM QTY. U/M DESCRIPTION OPTION #12 1 EA ONE 3 TON UNIT WITH ECONOMIZER 1 EA 1 EA ONE 5 TON UNIT. WITH ECONOMIZER INSTALL HVAC DISCONNECTS 1 EA BREAKER, 40A/240V OPTION #36 1 EA ONE 3 TON UNIT WITHOUT ECONOMIZER OPTION #13 1 1 EA ONE 3 TON UNIT WITHOUT ECONOMIZER PER HOUR 1 EA ONE 5 TON UNIT WITHOUT ECONOMIZER OPTION J37 1 EA BREAKER, 40A/240V SUPPLY & INSTALL HYDROGEN GAS DETECTOR 01/27/01 OPTIONS 04 CO OPTION #14 2 EA TWO 5 TON UNIT WITH ECONOMIZER SUPPLY & INSTALL HYDROGEN GAS VENT FAN W M 2 EA BREAKER, 40A 240V DATE OPTION 121 1 EA OPTION g15 2 EA ITWO 5 TON UNIT WITHOUT ECONOMIZER `�.J " 2 EA BREAKER, 40A/240V SUPPLY A DOOR THAT COMPLIES WITH UL752 LEVEL 4 N AMY YHNETt B}R71 BR1 E RTtaYFMTAL TO NDCASiIE MM0167, N"aPrm°" o WM OUXM71 PREW. Nc OPTION #23 1 EA SUPPLY & INSTALL A FIRST AID KIT OPTION f24 1 EA SUPPLY & INSTALL A PLASTIC DOCUMENT POUCH OPTION f25 1 EA ISUPPLY & INSTALL A FOLD DOWN WRITING TABLE W OCK BEIGE 27'x18' OPTION #16 1 EA ONE 3 TON & OPTION 2 EA TWO SUN FREECOOL HEAT EXCHANGERS 2 EA BREAKER, 20A 240V 2 EA HVAC INSTALLATION KIT (HEAT EXCHANGERS) DANTHERM OPTIONS ✓ ITEM QTY. U/M DESCRIPTION OPTION J35 1 EA ONE 3 TON UNIT WITH ECONOMIZER 1 EA 1 EA ONE 5 TON UNIT WITH ECONOMIZER INSTALL HVAC DISCONNECTS 27 Amlajack Blvd. 1290 Southwest 10th Road OPTION #36 1 EA ONE 3 TON UNIT WITHOUT ECONOMIZER UPGRADE SUSTAINED -WIND CAPABILITY TO 140 MILES 1 EA ONE 5 TON UNIT WITHOUT ECONOMIZER PER HOUR ✓✓11 "/�/ /� !'tet MAW BY OPTION J37 2 EA TWO 5 TON UNIT WITHOUT ECONOMIZER SUPPLY & INSTALL HYDROGEN GAS DETECTOR 01/27/01 OPTIONS 04 CO OPTION #38 2 EA TWO 5 TON UNIT WITH ECONOMIZER SUPPLY & INSTALL HYDROGEN GAS VENT FAN W M ` .;/,�-.E PROA= MW DATE OPTION 121 1 EA SUPPLY & INSTALL A BATTERY SAFETY KIT 16 7DR.ND AND AMY PR W TM EMF 5 TME PROPERM'' OF aDo�mc PRfrws�. Nc wo a siau.7 TD RETVIN 6 � , U_ `�.J " OPTION f22 1 EA SUPPLY A DOOR THAT COMPLIES WITH UL752 LEVEL 4 N AMY YHNETt B}R71 BR1 E RTtaYFMTAL TO NDCASiIE MM0167, N"aPrm°" o WM OUXM71 PREW. Nc OPTION #23 1 EA OPTIONS (continued) ✓ ITEM QTY. U/M QTY. U/M DESCRIPTION ..4 ✓7IMILM Communications OPTION #33 1 EA OPTION f17 2 EA INSTALL HVAC DISCONNECTS 27 Amlajack Blvd. 1290 Southwest 10th Road OPTION f18 UPGRADE SUSTAINED -WIND CAPABILITY TO 140 MILES Phone: (770) 251-8777 Phone: (620)3641500 �I / PER HOUR ✓✓11 "/�/ /� !'tet MAW BY IMIC OPTION f19 1 EA SUPPLY & INSTALL HYDROGEN GAS DETECTOR 01/27/01 OPTIONS 04 CO OPTION #20 1 EA SUPPLY & INSTALL HYDROGEN GAS VENT FAN W M ` .;/,�-.E PROA= MW DATE OPTION 121 1 EA SUPPLY & INSTALL A BATTERY SAFETY KIT 16 7DR.ND AND AMY PR W TM EMF 5 TME PROPERM'' OF aDo�mc PRfrws�. Nc wo a siau.7 TD RETVIN 6 � , U_ `�.J " OPTION f22 1 EA SUPPLY A DOOR THAT COMPLIES WITH UL752 LEVEL 4 N AMY YHNETt B}R71 BR1 E RTtaYFMTAL TO NDCASiIE MM0167, N"aPrm°" o WM OUXM71 PREW. Nc OPTION #23 1 EA SUPPLY & INSTALL A FIRST AID KIT OPTION f24 1 EA SUPPLY & INSTALL A PLASTIC DOCUMENT POUCH OPTION f25 1 EA ISUPPLY & INSTALL A FOLD DOWN WRITING TABLE W OCK BEIGE 27'x18' OPTION f26 1 EA REPLACE SEPARATE LOAD CENTER/TRANSFER SWITCH W NTEGRATED LOAD CENTER/TRANSFER SWITCH ELECTRIC EQUIPMENT & ENGINEERING CO. OPTION #27 1 EA REPLACE THE TRANSTECTOR APEX CP120SMT W ACDATA B -SERIES 2SXA SURGE SUPPRESSION OPTION 12B 1 EA REPLACE TRANSTECTOR APEX CP120SMT W1 rRANSTECTOR CP2365 OPTION #29 LDCKSET OPTION 1 EA DEAD LATCH LOCK 2 EA DOOR PULL HANDLE OP71ON #30 1 EA EYEWASH KIT, 1 32 OZ. BOTTLE OPTION 1311 1 1 EA APPLETON GENERATOR RECEPTACLE SEE SHT 7A' OPTION 2 1 EA JAPPLETON GENERATOR RECEPTACLE SEE SHT 7A TIE DOWN KIT OPTIONS ✓ ITEM QTY. U/M DESCRIPTION ..4 ✓7IMILM Communications OPTION #33 1 EA CONCRETE TIE DOWN KIT (4 FLAT P TES) OP11ON #34 1 EA CONCRETE TIE DOWN KIT (4 ANG PLATES) REVISIONS DESCRIPTION DATE APPROVED DP A ADDED OPTION 27 AND PNs FOR OPTION 26, INCREASED QTY OF OPTIONS 27 & 28 ( WAS 1) 02/23/01 CW B REVISED ENURE OPTION PAGE aho im 1. OPTIONS MUST BE SPECIFIED BY MARKING THE APPROPRIATE OPTION NUMBER ON THIS SHEET (WITH A CHECK IN THE PROPER BOX) AND ANY LOCATION PREFERENCES (AS REQUIRED) ON APPROPRIATE WALL LAYOUT DETAIL SHEETS IN THIS PACKAGE. 2. MARVAIR IS THE PRIMARY SUPPLIER FOR NEXTEL NATIONAL �pEyT ASF T. M Xrnold & Associates, Tnc. �°EH1 4cF v� y I _ These cIctails have been reviewed for w. Pi1r�..,• �, CGnfOi,^trci'CC \'�i ^ ..ie I loricla \q 4 r. �C, Manufactured Builrciing Act of 1979 riG,�, h50'•�� Ok har'4; and the following criteria Construction Type V gm Occupancy Classification � of Allowable No. of Floors � �+ 0 Wind Velocity I So m.p.h. �a7 Fire Rating(Ext. Walisj hr. engineering. Floor Load _ 0 p.S.f. 3500 Parkway Lane Tel: 770446.3334 Date of Review 2 Suite 500 Fax 770248.0090 Norcross, Ga 30092 www.dsi-engineering.com _-I �-- oldcastle Precast ..4 ✓7IMILM Communications � r J 27 Amlajack Blvd. 1290 Southwest 10th Road -- Newnan, GA. 30265 Burlington, K -S. 66839 l 3 - Phone: (770) 251-8777 Phone: (620)3641500 �I / Fax: (770) 304.4640 Fax: (620) 364-1501 ✓✓11 "/�/ /� !'tet MAW BY IMIC Tru p , ._ "'vrr'- S. LANKFORD 01/27/01 OPTIONS 04 CO NEXTEL COMMUNICATIONS aaaaD er S. CLARK DATE 03/08/01 ` .;/,�-.E PROA= MW DATE ° a % 1 J / � 16 7DR.ND AND AMY PR W TM EMF 5 TME PROPERM'' OF aDo�mc PRfrws�. Nc wo a siau.7 TD RETVIN 6 � , U_ `�.J " s g g auwic wMax RCS11520-38*-95 SCiM.E PIDt cur 91F2T K N.T.S. S.T.F. A ' N AMY YHNETt B}R71 BR1 E RTtaYFMTAL TO NDCASiIE MM0167, N"aPrm°" o WM OUXM71 PREW. Nc _-I GENERAL NOTES ` .e - r .-�• - - ..a,.. - r,�. - CONDUIT TO BE EMT OR RIGID UNLESS NOTED. MINIMUM SIZE OF CONDUIT (240") AND FITTINGS IS 1/2- OR AS NOTED. UPSIZING IS PERMITTED. LAYOUT 11'-6" ')CATIONS ARE FOR REFERENCE ONLY AND MAY VARY UNLESS NOTED I FHERWISE. (123") 2. ALL BOXES, LIGHT FIXTURES AND ELECTRICAL EQUIPMENT TO BE + / — 1/2" DIMENSIONS UNLESS OTHERWISE NOTED. BOXES OR RECEPTACLES 6" x6" OR SMALLER 19'-0" SHALL NOT BE INSTALLED ON PANELING TRIM. p 3. FOR RECTIFIER DROPS (STARTING ON THE LEFT AND PROCEEDING (126") TO THE RIGHT: I I I I I I DROP #1 — COIL 8 FT OF 1-1/2" SEAL—TIGHT FLEX. RUN RECTIFIER #1, #2, #3 & #4 THROUGH DROP #1. 15 19 LABEL EACH DROP AS TO IT PROPER CIRUCIT & TY—RAP END. FOR RECTIFIER #1 (CKT #1 & #3): W 20A 125V SINGLE RECEPT. INA 4"x4" BOX PULL 2 #10 CONDUCTING WIRES 5 FT PAST END OF FLEX. I I 5'-0" X 6'-0" i PULL 1 #10 GROUNDING WIRE 5 FT PAST END OF FLEX. 31 FOR RECTIFIER #2 (CKT #2 & #4): PULL 2 #10 CONDUCTING WIRES 5 FT PAST END OF FLEX.f PULL 1 #10 GROUNDING WIRE 5 FT PAST END OF FLEX. +II FOR RECTIFIER #3 (CKT #,5 & #7): HVAC #1 400 1 PULL 2 #10 CONDUCTING WIRES 5 FT PAST END OF FLEX. 3/4" PULL 1 #10 GROUNDING WIRE 5 FT PAST END OF FLEX. 27 Amlajack Blvd. 1290 Southwest Toth Road Newnan, GA -30265 Burlington, KS. 66839 FOR RECTIFIER #4 -(CKT #6 & #8): PULL 2 #10 CONDUCTING WIRES 5 FT PAST END OF FLEX. PULL 1 #10 GROUNDING WIRE 5 FT PAST END OF FLEX. TILE HALL BE DROP #2 — COIL 8 FT OF 1-1/2" SEAL—T1GHT FLEX. OPTIONAL WAVEGUIDE 112 113 RUN RECTIFIER #5, #6, #7 & #8 THROUGH DROP #2. LOCATION ® 20A 125V DOUBLE DUPLEX LABEL EACH DROP AS TO IT PROPER CIRUCIT & TY -RAP END. 2-15A 120V LIGHT SWITCHES FOR RECTIFIER 15 (CKT #9 & #11): PULL 2 #10 CONDUCTING WIRES 5 FT PAST END OF FLEX. DIFFERENT COLOR 1 PULL 1 #10 GROUNDING WIRE 5 FT PAST END OF FLEX. RECEPT. IN A 4"x4" BOX FOR RECTIFIER #6 (CKT #10 & 112): IN A 4"x4" BOX PULL 2 #10 CONDUCTING WIRES 5 FT PAST END OF FLEX. HVAC PULL 1 #10 GROUNDING WIRE 5 FT PAST END OF FLEX. FOR RECTIFIER #7 (CKT #13 & 15): PULL 2 #10 CONDUCTING WIRES 5 FT PAST END OF FLEX. DATE PULL 1 #10 GROUNDING WIRE 5 FT PAST END OF FLEX. ® 20A 250V SINGLE RECEPT. FOR RECTIFIER #8(CKT #14 & #16): 15A 120V LIGHT SWITCH PULL 2 #10 CONDUCTING WIRES 5 FT PAST END OF FLEX. Fax: 770:248.0090 dsi-engineering.com PULL 1 #10 GROUNDING WIRE 5 FT; PAST END OF FLEX. 4. SEE SYS -RCS, SHEET 10 FOR INTERIOR FINISHING DETAILS. S. LANKFORD 5. A DIFFERENT COLOR FLOOR TILE SHALL BE INSTALLED TO DENOTE THE AREA REFLECTED CEILING OF INCREASED LOAD. — - REVISIONS INIT. I REV - DESCRIPTION F DATE I APPROVED SL I A REVISED RECTIFIER NOTES, CEILING DROPS & ADDED NOTE f5. 12/5/00 DPI B I REVISED TO MATCH FIBREBOND DRAWINGS 12/27/00 SL I D I REVISED LIGHTING IN CEILING PER NEXTEL 01/27/01 KSI E IR ED TO MATCH nBREBOND DWGS DATED 01/30/01 02/28/01 SC I F' I DELETED OPTIONAL HVAC REF 02/04/02 (2 PLACES) 31 .(SEE NOTE #3) Y 101 102 108 �I I OPTIONAL WAVEGUIDE LOCATION 54" 86" i iy OPTIONAL DOOR LOCATION EXTERIOR DIMENSIONS .e - r .-�• - - ..a,.. - r,�. - 20'-0" (240") 3/4" I 11'-6" (2) 1" EM I 10'-3" (123") INTERIOR DIMENSIONS 3/4" 19'-0" (228") p 10'-6" (126") HEIGHT: I I I I I I (110") 15 19 w Communications W 20A 125V SINGLE RECEPT. INA 4"x4" BOX I I 5'-0" X 6'-0" i 31 20A 125V DUPLEX RECEPT. `- 120V LIGHT SWITCH 400 1 3/4" 27 Amlajack Blvd. 1290 Southwest Toth Road Newnan, GA -30265 Burlington, KS. 66839 IN A 4"X4" BOX IN A 4"X4" BOX TILE HALL BE - 112 113 Phone: (770) 251-8777 Phone: (620) 3641500 ® 20A 125V DOUBLE DUPLEX II 2-15A 120V LIGHT SWITCHES g 9~ DIFFERENT COLOR 1 Fax: (770) 3044640 Fax: (620) 3641501 RECEPT. IN A 4"x4" BOX IN A 4"x4" BOX 3500 Parkway Lane Tel: 770.446.3334 SEE NOTE #5 DATE mu ® 20A 250V SINGLE RECEPT. Q 15A 120V LIGHT SWITCH Suite -500 Norcross, Ga 30092 Fax: 770:248.0090 dsi-engineering.com I S. LANKFORD 110 111 REFLECTED CEILING INA 4"x4" Box INA 2"x4" Box . t y C,,�� BYS. _______ __ i (MOUNTED ON HINGE COVER BOX C CLARK 03/08/01 4x4 BOX) IN A 2"x4" BOX (HINGE TO LEFT IS SHOWN) to a PR0.EC VCR 3/4" 1 1 i i 1 � � I I I 4 / 1 6 I� � 3 4" 3/4" r 1 FL PE#53467 TM AND ANY PWT rOMF 6 ,1,E ram O<°°'""°6�"'°��" 011 RE9lESt Br T16 COIIPIVli. TME Irlraawna+ s+oYn Iqf ro vsE � B �,.Y� Yuma *- RCS11520-38 95 r_67t OPTIONAL WAVEGUIDE LOCATION 54" 86" i iy OPTIONAL DOOR LOCATION EXTERIOR DIMENSIONS LENGTH: 20'-0" (240") WIDTH: 11'-6" (138") HEIGHT: 10'-3" (123") INTERIOR DIMENSIONS LENGTH: 19'-0" (228") WIDTH: 10'-6" (126") HEIGHT: 9'-2" (110") OPTIONAL �— WAVEGUIDE LOCATION 2" CONDUIT R'. -Arnold &z Wssocl res, Inc. ti These �IeFalk have been revieNved for 414 �`� !'f conformance wid'i }!Te i Io_;da hhanufac,uredl Bu,:1 jinC Act of 1979 QF and the fellewing criteria Construction Type I/ "- / Occupancy Classification - $' Allowable No. of Floors l WindUelocity /S'O m.p.h. Fire Rating (Ext. Walls) hr. Floor Load _ p.s.f. Date of Review o CEILING; FLOOR olcastle Precast SYMBOL LEGEND ❑4"x4" JUNCTION BOX ® 20A 125V DUPLEX RECEPT. IN A 2"x4" BOX } Communications W 20A 125V SINGLE RECEPT. INA 4"x4" BOX 2'x4" JUNCTION BOX 20A 125V DUPLEX RECEPT. [1115A 120V LIGHT SWITCH -�� 27 Amlajack Blvd. 1290 Southwest Toth Road Newnan, GA -30265 Burlington, KS. 66839 IN A 4"X4" BOX IN A 4"X4" BOX - Phone: (770) 251-8777 Phone: (620) 3641500 ® 20A 125V DOUBLE DUPLEX II 2-15A 120V LIGHT SWITCHES g 9~ Fax: (770) 3044640 Fax: (620) 3641501 RECEPT. IN A 4"x4" BOX IN A 4"x4" BOX 3500 Parkway Lane Tel: 770.446.3334 DRAW B' DATE mu ® 20A 250V SINGLE RECEPT. Q 15A 120V LIGHT SWITCH Suite -500 Norcross, Ga 30092 Fax: 770:248.0090 dsi-engineering.com S. LANKFORD 1/30/01 REFLECTED CEILING INA 4"x4" Box INA 2"x4" Box . t y C,,�� BYS. yah ® 20A 125V SINGLE RECEPT. HINGE COVER BOX CLARK 03/08/01 NEXTEL COMMUNICATIONS IN A 2"x4" BOX (HINGE TO LEFT IS SHOWN) to PR0.EC VCR DATE FL COA 260 9 4 / 1 6 I� � FL PE#53467 TM AND ANY PWT rOMF 6 ,1,E ram O<°°'""°6�"'°��" 011 RE9lESt Br T16 COIIPIVli. TME Irlraawna+ s+oYn Iqf ro vsE � B �,.Y� Yuma *- RCS11520-38 95 6 corFrteYtw AYc TIE PF1'JPIExr AciEES IN Aw YM/!Qi 11HI6t 1111.L � OEOSENLIL m OIDCASnF PICT, cco? w"r ° alncwsn E r erisT, nc xxt Rar scuF s>n:E'r of 3 /8"=1 "—D" 375=12 4 GENERAL NOTES ' 1. CONDUIT TO BE EMT OR RIGID UNLESS NOTED. MINIMUM SIZE OF CONDUIT AND FITTINGS IS 1/2" OR AS NOTED. UPSIZING IS PERMITTED. LAYOUT IOCATIONS ARE FOR REFERENCE ONLY AND MAY VARY UNLESS NOTED TH ER WISE. 2. ALL BOXES, LIGHT FIXTURES AND ELECTRICAL EQUIPMENT TO BE + / — 1/2" UNLESS OTHERWISE NOTED. BOXES OR RECEPTACLES 6" x6" OR SMALLER SHALL NOT BE INSTALLED ON PANELING TRIM. 3. SEE SYS—RCS, SHEET 10 FOR INTERIOR FINISHING DETAILS. 4. INSERT ROMEX CONNECTOR IN KNOCKOUT IN 6X6 BOX TO ALARM BLOCKS. IDENTIFY THE SHELTER ALARMS & PIGTAIL 2' OF ALARM WIRE IN 6" X 6" BOX FOR FUTURE TERMINATION BY OTHERS. IN 51 52 1 51 W7 1 _L3 (2) 1" EMT CHANGES TO THIS SHEET. IF ANY OF THE OPTIONS BELOW ARE CHOSEN: OPTION #17 INSTALL HYDROGEN GAS DETECTOR OPTON #18 INSTALL BATTERY SAFETY KIT OPTION #20 INSTALL FIRST AID KIT OPTION #21 INSTALL PLASTIC DOCUMENT POUCH OPT10N #22 INSTALL A FOLD DOWN TABLE OPTION #23 REPLACE THE SEPARATE DIST. PANEL & TRANSFER SWITCH WITH ONE SINGLE LOAD CENTER OPTION #24 REPLACE THE TRANSTECTOR W/AC DATA SURGE SUPPRESSION OPTION #25 REPLACE TRANTECTOR CP120SMT W/TRANSTECTOR CP2365 557 WAVEGUIDE COVER PLATE () 16 PORT — 4" CONFIG. SEE N ,{ 10 }-----IEXI JI 31 GY 0'V�N LEGEND I--- ` 0 ❑ 4"x4" JUNCTION BOX ® 20A 125V DUPLEX RECEPT. HEIGHT: 10'-3" (123") IN A 2"x4" BOX ® 20A 125V SINGLE RECEPT. IN A 4"x4" BOX f 2"x4" JUNCTION BOX 02 20A 125V DUPLEX RECEPT. ❑i 15A 120V LIGHT SWITCH (�), N A 4"x4" BOX II II 7277 47 IN A 4"x4" BOX ® 20A 125V DOUBLE DUPLEX II 2-15A 120V LIGHT SWITCHES RECEPT. IN A 4"x4" BOX I; I it IN A 4"x4" BOX ® 20A 250V SINGLE RECEPT. OVER PENETRATION �Q IN A 4"x4" BOX II II iI l IN A 2"x4" BOX ® 20A 125V SINGLE RECEPT. HINGE COVER BOX -a.to0, IN A 2"x4" BOX (HINGE TO LEFT IS SHOWN) E Q N o ord o N = o 0 0' N h _ U r 20C cu u c ro -D ° u' U I.i 04 O O IN 51 52 1 51 W7 1 _L3 (2) 1" EMT CHANGES TO THIS SHEET. IF ANY OF THE OPTIONS BELOW ARE CHOSEN: OPTION #17 INSTALL HYDROGEN GAS DETECTOR OPTON #18 INSTALL BATTERY SAFETY KIT OPTION #20 INSTALL FIRST AID KIT OPTION #21 INSTALL PLASTIC DOCUMENT POUCH OPT10N #22 INSTALL A FOLD DOWN TABLE OPTION #23 REPLACE THE SEPARATE DIST. PANEL & TRANSFER SWITCH WITH ONE SINGLE LOAD CENTER OPTION #24 REPLACE THE TRANSTECTOR W/AC DATA SURGE SUPPRESSION OPTION #25 REPLACE TRANTECTOR CP120SMT W/TRANSTECTOR CP2365 557 WAVEGUIDE COVER PLATE () 16 PORT — 4" CONFIG. SEE N ,{ 10 }-----IEXI JI 31 SYMBOL LEGEND I--- ` 0 ❑ 4"x4" JUNCTION BOX ® 20A 125V DUPLEX RECEPT. HEIGHT: 10'-3" (123") IN A 2"x4" BOX ® 20A 125V SINGLE RECEPT. IN A 4"x4" BOX 0 2"x4" JUNCTION BOX 02 20A 125V DUPLEX RECEPT. ❑i 15A 120V LIGHT SWITCH (�), N A 4"x4" BOX II II 7277 47 IN A 4"x4" BOX ® 20A 125V DOUBLE DUPLEX II 2-15A 120V LIGHT SWITCHES RECEPT. IN A 4"x4" BOX I; I it IN A 4"x4" BOX ® 20A 250V SINGLE RECEPT. OVER PENETRATION 15A 120V LIGHT SWITCH IN A 4"x4" BOX II II iI l IN A 2"x4" BOX ® 20A 125V SINGLE RECEPT. HINGE COVER BOX IN A 2"x4" BOX (HINGE TO LEFT IS SHOWN) IN 51 52 1 51 W7 1 _L3 (2) 1" EMT CHANGES TO THIS SHEET. IF ANY OF THE OPTIONS BELOW ARE CHOSEN: OPTION #17 INSTALL HYDROGEN GAS DETECTOR OPTON #18 INSTALL BATTERY SAFETY KIT OPTION #20 INSTALL FIRST AID KIT OPTION #21 INSTALL PLASTIC DOCUMENT POUCH OPT10N #22 INSTALL A FOLD DOWN TABLE OPTION #23 REPLACE THE SEPARATE DIST. PANEL & TRANSFER SWITCH WITH ONE SINGLE LOAD CENTER OPTION #24 REPLACE THE TRANSTECTOR W/AC DATA SURGE SUPPRESSION OPTION #25 REPLACE TRANTECTOR CP120SMT W/TRANSTECTOR CP2365 557 WAVEGUIDE COVER PLATE () 16 PORT — 4" CONFIG. SEE N ,{ 10 }-----IEXI JI 31 CKT. 138 CKT. x¢33 25 I F Imll t 35 i� ii ti 1 7 1 30" I 34" I 45" 62 1/2" 84" 91w" � CKT. X40 4" TELCO ENTRANCE TELCO - GROUND EXIT D ROELEVATION REVISIONS DESCRIPTION DATE RELEASE FOR APPROVAL 11/14 ADDED FIRE EXTINGUISHER, REVISED WAVEGUIDE NOTE, AND ADDED OPTIONS 12/5/0 UPDATES MADE TO MATCH FIBREBOND 12/27/ UPDATES MADE TO MATCH FISREBOND RECD 01/16/01 01/17/ REVISED TO MATCH FIBREBOND DWGS DATED 01/30/01 1 119/7F/ FOR HVAC 30" IF KNOWN INSTALL WAVEGUIDE AND INT. & EXT. GROUND BARS AT CUSTOMER SPECIFIED LOCATION. (DURING RADIO INTERGRATION OR r------� _ BY OTHERS ON SITE.) c° PRE DRILL ALL GROUND BAR LOCATIONS. I I I I TELCO BOAR 4' x 4' ----- 50 49 o X � o ll• ®s . ,, engineering 3500 Parkway Lane Tel 770 446.3334 Suite 500 Fax: 770.248.0090 Norcross, Ga 30092 Asi-engineering.- - 1 FL COA #26029 FL PE #53467 I 30" 55" 59" 62 co N APPROVED 00 D DO D1 D1 1 EXTERIOR DIMENSIONS LENGTH: 20'-0" (240") .WIDTH: 11'-6" `Irj, HEIGHT: 10'-3" (123") INTERIOR I Atn LENGTH: 19'-0" (228") WIDTH: 10'-6" (126") sc2 (�), (110") II II 7277 47 SC1S 24 II II LI M, 0 6% GROUND BAR I; I it I TO BE CENTERED I II OP jI II OVER PENETRATION 24 OP II II iI l CKT. 138 CKT. x¢33 25 I F Imll t 35 i� ii ti 1 7 1 30" I 34" I 45" 62 1/2" 84" 91w" � CKT. X40 4" TELCO ENTRANCE TELCO - GROUND EXIT D ROELEVATION REVISIONS DESCRIPTION DATE RELEASE FOR APPROVAL 11/14 ADDED FIRE EXTINGUISHER, REVISED WAVEGUIDE NOTE, AND ADDED OPTIONS 12/5/0 UPDATES MADE TO MATCH FIBREBOND 12/27/ UPDATES MADE TO MATCH FISREBOND RECD 01/16/01 01/17/ REVISED TO MATCH FIBREBOND DWGS DATED 01/30/01 1 119/7F/ FOR HVAC 30" IF KNOWN INSTALL WAVEGUIDE AND INT. & EXT. GROUND BARS AT CUSTOMER SPECIFIED LOCATION. (DURING RADIO INTERGRATION OR r------� _ BY OTHERS ON SITE.) c° PRE DRILL ALL GROUND BAR LOCATIONS. I I I I TELCO BOAR 4' x 4' ----- 50 49 o X � o ll• ®s . ,, engineering 3500 Parkway Lane Tel 770 446.3334 Suite 500 Fax: 770.248.0090 Norcross, Ga 30092 Asi-engineering.- - 1 FL COA #26029 FL PE #53467 I 30" 55" 59" 62 co N APPROVED 00 D DO D1 D1 1 EXTERIOR DIMENSIONS LENGTH: 20'-0" (240") .WIDTH: 11'-6" (138") HEIGHT: 10'-3" (123") INTERIOR DIMENSIONS LENGTH: 19'-0" (228") WIDTH: 10'-6" (126") HEIGHT: 9'-2" (110") Oldcastle Precast v� Communications , , " ';' 27 Amlajack Blvd. 1290 Southwest 10th Road -� Newnan, GA- 30265 Burlington, K5. 66839 _ Phone: (770) 251-8777 Phone: (620) 364-1500 ' Fax: (770)304-640 Fax: (620) 364-1501 1^ pRA1RN BY DATE T� LS. LANKFORD 11/14/00 REFLECTED CEILING Or ', `" CHECKED FY DATE S. CLARK 03/06/01 NEXTEL COMMUNICATIONS PROIECT MM DATE 4/ 6/0 � TM MINNNG AND NN NRR TNEFtMF 6 THE MOPE!" qg DRAwNC NUYBER OF °�` "TMC"` "° E � '° �" B RCS11520-38 95 aN OUXXSr ar TNS C01FANf. THE *r'o1UCT M RETU *— S WNFEeM NE) TRE FMX"1(T AMUMS NOT TO USE N ANY WNFR ARl1 RL BE DEIN IMM TO O.DC49U SCALE PLOT SGV.E 91FET 6 PF=RST, EIO.CWrwaR 0 2= MDZKn E PFEVAW. M 3 8"=1 "-0" .375=12 5 I 0 4c T. R. Wrnold Wssocf tes, Tnc- Q��oE�1 1cFy These de'ails have been re . iewed for z �Iy Coni , —r.Ce wi:h the Florida Manufactured 'Building Ad of 19777 /p N Boa, rnoN i the L � and following criteria Construction Type Occupancy Classification Allowable No. of Floors f Wind Velocity o m.p.h. Fire Rating (Ext. V'Valls) hr. Floor Load � 15 p•s.f. Date of Review J // z/0 3 I I iD I I I _I 0 0 0 0 E@ I 57 I I WAVEGUIDE COVER PLATE L ------J 5% 16 PORT — 4" CONFIG. --' - SEE NOTE 4 I 1" PVC SCH 40,—"-� PENETRATION @ 45' TYP. 5 PLACES _ g 2 (Ty?) CKT. #371 F APPROVED EXTERIOR DIMENSIONS LENGTH: REVISIONS (240") WIDTH: INIT. REV DESCRIPTION DATE L SL — RELEASE FOR APPROVAL 11/14/00 (228") SL A REVISED WAVEGUIDE NOTE 12/5/00 9'-2" DP B REVISED TO MATCH FIBREBOND DRAWINGS 12/27/00 GENERAL NOTES DP C REVISED TO MATCH FIBREBOND DRAWINGS RECD 01/16/01 01 /17/01 DP D REVISED TO MATCH FIBREBOND DWGS DATED 01/30/Dl 03/01/01 1. CONDUIT TO BE EMT OR RIGID UNLESS NOTED. MINIMUM SIZE OF CONDUIT C' E MOVED WAVEGUIDE DOWN 3.5' 4/-19/01 AND FITTINGS IS 1/2" OR AS NOTED. UPSIZING IS PERMITTED. LAYOUT LOCATIONS ARE FOR REFERENCE ONLY AND MAY VARY UNLESS NOTED IN A 4"x4" BOX 20A 1254 DOUBLE DUPLEX RECEPT. IN A 4"x4" BOX I IN A 4"x4" BOX 2-15A 1204 LIGHT SWITCHES IN A 4"x4" BOX OTHERWISE. 27 Amlajack Blvd. 1290 Southwest 10th Road Newnan, GA. 30265 Burlington, KS. 66839 Phone: (770) 251-BTTT Phone: (620) 3641500 2. ALL BOXES, LIGHT FIXTURES AND ELECTRICAL EQUIPMENT TO BE + / — 1/2 - /2"UNLESS 60/79//J�?e/%�9 UNLESS OTHERWISE NOTED. BOXES OR RECEPTACLES 6" x6" OR SMALLER Fax: (770) 304.4640 Fax: (620) 364-1501 ® 20A 2504 SINGLE RECEPT. SHALL NOT BE INSTALLED ON PANELING TRIM. 15A 120V LIGHT SWITCH 3. SEE SYS—RCS, SHEET 10 FOR INTERIOR FINISHING DETAILS. INA 4"x4" BOX 4. IF KNOWN, INSTALL WAVEGUIDE 3500 Parkway Lane & INT. & EXT. GROUND BARS DATE i LE AT CUSTOMER SPECIFIED LOCATION. 228" Sulre5oo Tel_ 770.446.3334i'`' 0 r (DURING RADIO INTERGRATION OR $. LA 11/14/00 BACK LONG WALL LAYOUT BY OTHERS ON SITE.) 30" (HINGE TO LEFT IS SHOWN) dsl-engineering.comBY PRE DRILL ALL GROUND BAR LOCATIONS. s CLARK OATE 03/08/01 NEXTEL COMMUNICATIONS 0 4c T. R. Wrnold Wssocf tes, Tnc- Q��oE�1 1cFy These de'ails have been re . iewed for z �Iy Coni , —r.Ce wi:h the Florida Manufactured 'Building Ad of 19777 /p N Boa, rnoN i the L � and following criteria Construction Type Occupancy Classification Allowable No. of Floors f Wind Velocity o m.p.h. Fire Rating (Ext. V'Valls) hr. Floor Load � 15 p•s.f. Date of Review J // z/0 3 I I iD I I I _I 0 0 0 0 E@ I 57 I I WAVEGUIDE COVER PLATE L ------J 5% 16 PORT — 4" CONFIG. --' - SEE NOTE 4 I 1" PVC SCH 40,—"-� PENETRATION @ 45' TYP. 5 PLACES _ g 2 (Ty?) CKT. #371 F APPROVED EXTERIOR DIMENSIONS LENGTH: 20'-0" (240") WIDTH: 11'-6" (138") HEIGHT: 10'-3" (123") INTERIOR DIMENSIONS LENGTH: 19'-0" (228") WIDTH: 10'-6" (126") HEIGHT: 9'-2" (110") SYMBOL LEGEND ® DUPLEX RECEPT. D BACK WALL ELEVATION ®ldcastle Precast ❑ 4"x4" JUNCTION BOX 20A 125V IN A 2"x4" BOX ® A 1254SINGLE RECEPT. INA 4x4"BOX IN � 2"x4" JUNCTION BOX `- ' Communications -=' ® 20A 125V DUPLEX RECEPT. 15A 120V LIGHT SWITCH ® IN A 4"x4" BOX 20A 1254 DOUBLE DUPLEX RECEPT. IN A 4"x4" BOX I IN A 4"x4" BOX 2-15A 1204 LIGHT SWITCHES IN A 4"x4" BOX r "-_ 27 Amlajack Blvd. 1290 Southwest 10th Road Newnan, GA. 30265 Burlington, KS. 66839 Phone: (770) 251-BTTT Phone: (620) 3641500 60/79//J�?e/%�9 �` Fax: (770) 304.4640 Fax: (620) 364-1501 ® 20A 2504 SINGLE RECEPT. 15A 120V LIGHT SWITCH INA 4"x4" BOX INA 2"x4" BOX 3500 Parkway Lane °R" "� DATE i LE Sulre5oo Tel_ 770.446.3334i'`' 0 r $. LA 11/14/00 BACK LONG WALL LAYOUT IN A 2"x4" BOX (HINGE TO LEFT IS SHOWN) dsl-engineering.comBY s CLARK OATE 03/08/01 NEXTEL COMMUNICATIONS PROXCr 16M DATE b FL COA #2 029 4 l % j 'M DWIRM Mo W PWT rO=F 6 TmT PROPErnr OF D`n`� PRl "` "ID I5 �,o �""" sff FL PE #53467 ON I-- er TX6 c—Aw. TWE P ~Tm s'°"" B *— RCS11520-38 95 S CONFlDENIWI MID 7W III!*" IGI✓fE5 Iqr 7U lbE M MY YWIER eHEM WU M DETMIADM M OLDC16 U SOLE PLOT SGLE 91EFf OF PRM*7 W-00Pna@Q o 2= OLDGSTLE PIRMAST IVC. 3/8'=1--0- 375=12 6 I GENERAL NOTES 1. CONDUIT TO BE EMT OR RIGID UNLESS NOTED. MINIMUM SIZE OF CONDUIT AND FITTINGS IS 1/2" OR AS NOTED. UPSIZING IS PERMITTED. LAYOUT LOCATIONS ARE FOR REFERENCE ONLY AND MAY VARY UNLESS NOTED OTHERWISE. 2. ALL BOXES, LIGHT FIXTURES AND ELECTRICAL EQUIPMENT TO BE + / - 1/2 - UNLESS /2"UNLESS OTHERWISE NOTED. BOXES OR RECEPTACLES 6" x6" OR SMALLER SHALL NOT BE INSTALLED ON PANELING TRIM. 3. SEE SYS -RCS, SHEET 10 FOR INTERIOR FINISHING DETAILS. 4. IF KNOWN, INSTALL WAVEGUIDE AND INT & EXT GROUND _BARS AT CUSTOMER SPECIFIED LOCATION. (DURING RADIO INTERGRATION OR BY OTHERS ON SITE) PRE DRILL ALL GROUND BAR LOCATONS. 63"(Typ) MID) 36 40 (TrP) - -----------I r---'---� r -------- . f I I I I I I cD I I I I I I I 3/4" I I i t L ------J to I I --- i--------'-�I --fir- If -1 I �` IL -J I I I I I I i I o I I I 3/4' I i I I I I I I L -------------J I eI I ' 45 L------ -----J CKT. 139 46 EXTERNAL ACCESS TO DISCONNECT CIRCUIT BREAKER ON EXTERIOR OF AIR CONDITIONER CABINET (TYP. BOTH) Q0 63" _ T.R. L22Q1d & WssQCiales, 11iC. Nay"1 �cF r fi These dc', -ails have Leen revid-wed for conformance h tl e Florida �� vu +1 ' LEFT END WALL - ��roN MON. iv�taTltzfactur cI`L,I�ingActof,G79 and the foNov:ing criteria Construction Type u A/ Occupancy Ciassific2,tion 3 Allowable No. of Floors Wind Velocity JSo m.p.h. Fire Rating (Ext. Walls) hr. Floor Load ,�? 5 o P.s.f. Date of Review 1512 C 3 3/4 2" I I I I 57 SEE NOTE 4 I I 52 —filo) 82 CKT. #35 C I 6 1/2" i 46" 51" 62 3/4" 74" 38 1 /2" 3/4'. IEXITI --- - 11 10 -374r A 5 43 84 _ 8 6 0 ' 3 I 400 _ 109 1 CKT. #40 78 79 80 (EXT. GFl) :' 110 7 117 9 28 1/2" ! I 22 96 i (t RIGHT END WA CHANGES TO THIS SHEET IF ANY OF THE OPTIONS BEDI'"ARE CHOS : OPTION #1—#4 PRIMARY HVAC SUPPLIER — MARVAIR OPTION #5—#8 OPTIONAL HVAC SUPPLIER — BARD OPTION #9—#13 OPTIONAL HVAC SUPPLIER — SUN OPTION #14 INSTALL HVAC DISCONNECTS OPTION #30 APPLETON GENERATOR RECEPTACLE CONFIGURA/N2 OPTION #31 APPLETON GENERATOR RECEPTACLE CONFIGURA EXTERIOR DIMENSIONS LENGTH: REVISIONS (240) INIT. REV DESCRIPTION DATE APPROVED SL - RELEASE FOR APPROVAL 11/14/00 J. WARD SL A ADDED FIRE EXT. W/DOOR OPTION do ADDED OPTION NOTE WIDTH:- 10'-6" (126) REMOVED LEADER ON CONDUIT NOTE, MOVED WAVEGUIDE 12/04/00 DP B REVISED TO MATCH FIBREBOND DRAWINGS 12/27/00 DP 11 C REVISED TO MATCH FIBREBOND DRAWINGS RECD 01/16/01 01/17/01 DP D DELETED ITEMS 88 & 95 02/15/01 KS I E REVISED CONDUIT RUNS 02/26/01 CW I f MOVED WAVEGUIDE DOWN 3.5" 4/19/01 SC I G I DELETED OPTIONAL HVAC REF 2/4/02 38 1 /2" 3/4'. IEXITI --- - 11 10 -374r A 5 43 84 _ 8 6 0 ' 3 I 400 _ 109 1 CKT. #40 78 79 80 (EXT. GFl) :' 110 7 117 9 28 1/2" ! I 22 96 i (t RIGHT END WA CHANGES TO THIS SHEET IF ANY OF THE OPTIONS BEDI'"ARE CHOS : OPTION #1—#4 PRIMARY HVAC SUPPLIER — MARVAIR OPTION #5—#8 OPTIONAL HVAC SUPPLIER — BARD OPTION #9—#13 OPTIONAL HVAC SUPPLIER — SUN OPTION #14 INSTALL HVAC DISCONNECTS OPTION #30 APPLETON GENERATOR RECEPTACLE CONFIGURA/N2 OPTION #31 APPLETON GENERATOR RECEPTACLE CONFIGURA EXTERIOR DIMENSIONS LENGTH: 20'-0" (240) WIDTH: 11'-6" (138) HEIGHT: 10'-3" (123) INTERIOR DIMENSIONS LENGTH: 19'-0" (228) WIDTH:- 10'-6" (126) HEIGHT: 9'-2" (110) engineering. 3500 Parkway Lane Tel 770.44.6.3334 Suite 500 Fax: 770.248.0090 Norcross, Ga 30092 wwwAsi-engineering corn Oldcastle Precast r=, Communications ' 27 Amiajack Blvd. 1290 Southwest 10th Road Newnan; GA- 30265 Burlington, KS. 66839 - Phone: (770)251.87TT Phone: (620) 364-1500 , -- Fax: (770) 30411640 Fax: (620) 364-1501 C1% ,� ,</ •:.- DRANIN er DATE rnE C14 cro S. LANKFORD 11/14/00 REFLECTED CEILING (O "Ito1EC= BY DATE C14 co :M LOA S. CLARK PRO.ECT MGR 03/08/01 END WALL LAYOUTS Q a U -7 / 6`/ 3 DATE J LL LL T16 DRAMNG AMD AMY PATI TNOQDF 5 1 E PROPfR17 OF ouxyREXnTIF �, "` No 5 siOM ro oM BY TMS C4 THE IMDMMT qg B DRAwNG Numam *- RCS11-520-38 95 0 LEE ORMN REW KD Nor TO LEE 5 CCf AND TME PEBE MAWMI. DEr N ANY NAlIEIt •IR1i Al � DOLDDRS DV. TO pD. CALE 91EFr OF SCALE PWT '.375=1 W– PfECAST, rlccoPrrsrt 0 zoat olnrwsTlE PNLSf. "a 3 8"=1 "-0" .375=12 7 (PART NUMBER FOR COMPLETE ASSEMBLY—INCLUDES AJA—SERIES BOX AND ANGLE ADAPTOR) i APPLETON CONNECTOR WIRING CONFIGURATION 1 APPLETON AJA20034—RS STYLE 2 c3cD a y TO GENERATOR RECEPTACLE, VIEWED FROM OUTSIDE OF SHELTER (LOOKING INTO SLEEVE CONTACTS THAT CORD SET WILL MATE WITH). CABLES EXIT FROM REAR AND CONNECT TO TRANSFER SWITCH. APPLETON AP20034E—RS STYLE 2 IeT�r E) O' PLUG ASSEMBLY FROM GENERATOR CORD SET, PINS FACING OUT OF PAGE. NOTES: 1. 'RS' SUFFIX SPECIFIES 'REVERSE SERVICE'. THIS MUST BE SPECIFIED FOR BOTH BOX RECEPTACLE AND MATING PLUG FOR GENERATOR CORD SET. 2_ IF THE APPROPRIATE MOUNTING BOX AND ANGLE ADAPTER ARE ALREADY INSTALLED. THE BOX RECEPTACLE MAY BE ORDERED SEPARATELY AND INSTALLED IN THE FIELD. BOX RECEPTACLE PART NUMBER: APPLETON ADR20034—RS STYLE 2. 3. WIRING FOR SINGLE—PHASE 120/240 VOLT SERVICE IS AS FOLLOWS: PIN G — GROUND PIN (TOP OF CONNECTOR. NEAR INDEX PIN) — GREEN CONDUCTOR PIN 1 — RED CONDUCTOR, HOT LEG PIN 2 — BLACK CONDUCTOR, HOT LEG PIN 3 — WHITE CONDUCTOR, NEUTRAL 4- PORTABLE CORDAGE FOR MATING PLUG: GENERAL CABLE SUPER VU—TRON TYPE—W ROUND, 2000 VOLT PORTABLE POWER CABLE, GENERAL CABLE CATALOG NUMBER 81384, FOUR CONDUCTOR 1/0 AWG. 5. CELL SITE RECEPTACLE MOUNTING BOX AND ANGLE ADAPTOR IS INTERCHANGEABLE WITH CROUSE—HINDS PARTS LISTED APPLETON: CROUSE—HINDS AJA520 AJ58 AJA620 AJ68 AJA720 AJ78 (PART NUMBER FOR COMPLETE ASSEMBLY -INCLUDES AJA-SERIES BOX AND ANGLE ADAPTOR) REVISIONS 111417. 1 REV I DESCRIPTION I DATE I APPRovm I APPLETON CONNECTOR WIRING CONFIGURATION 2 APPLETON AJA20034-RS STYLE 2 GENERATOR RECEPTACLE, VIEWED FROM OUTSIDE OF SHELTER (LOOKING INTO SLEEVE CONTACTS THAT CORD SET WILL MATE WITH). CABLES EXIT FROM REAR AND CONNECT TO TRANSFER SWITCH. ADDED THIS SHEET APPLETON AP20034E—RS STYLE 2 PLUG ASSEMBLY FROM GENERATOR CORD SET, PINS FACING OUT OF PAGE. NOTES- 1. OTES1. 'RS' SUFFIX SPECIFIES 'REVERSE SERVICE'. THIS MUST BE SPECIFIED FOR BOTH BOX RECEPTACLE AND MATING PLUG FOR GENERATOR CORD SET. 2. IF THE APPROPRIATE MOUNTING BOX AND ANGLE ADAPTER ARE ALREADY INSTALLED. THE BOX RECEPTACLE MAY BE ORDERED SEPARATELY AND INSTALLED IN THE FIELD. BOX RECEPTACLE PART NUMBER: APPLETON ADR20034—RS STYLE 2. 3. WIRING FOR SINGLE—PHASE 120/240 VOLT SERVICE IS AS FOLLOWS: PIN G — GROUND PIN (TOP OF CONNECTOR. NEAR INDEX PIN) — GREEN CONDUCTOR PIN 1 — RED CONDUCTOR, HOT LEG PIN 2 — WHITE CONDUCTOR, NEUTRAL PIN 3 — BLACK CONDUCTOR, HOT LEG 4. PORTABLE CORDAGE FOR MATING PLUG: GENERAL CABLE SUPER VU—TRON TYPE—W ROUND, 2000 VOLT PORTABLE POWER CABLE, GENERAL CABLE CATALOG NUMBER 81384, FOUR CONDUCTOR 1/0 AWG. 5. CELL SITE RECEPTACLE MOUNTING BOX AND ANGLE ADAPTOR IS INTERCHANGEABLE WITH CROUSE—HINDS PARTS LISTED APPLETON: CROUSE—HINDS AJA520 AJ58 AJA620 AJ68 AJA720 AJ78 HT 4,- T. R. Arnold, & Nssocxaie$, Tnc apENT ,C E7, I hes-s: cietai15 6` e beo—i reviev,l for C0 1fcrl'i'�i C ?�it? Fl^CICIr: 'ty i fTy,a r QFr ��J 1°e �bA amu; c C; L� C.:1. , B' ;! I S i Q A ct C f 19_ % r�OAi "M1AO� o �I()^, iMDH� c"3r1".,' the follow'In1e crkeria Construction Type V ON - OccuPancy Classification 5 A1Eatwable P--.1, o. of Fiocrs Vv'il;d Velocity 1, rn.u.h. Fire Rail g (F`1. INailsI hr. Flc.-- r I ,} d a P.M. Date Of Reviav $' 2 i D engineering. 3500 Parkway Lane Tel: 770.446.3334 Suite 500 Fax: 770.248.0090 Norcross, Ga 30092 www:dsi-engineering.com Oldcastle Precast r lllllmb� now Communications 27 Amlajack Blvd. 1290 Southwest 10th Road 'A Newnan, GA. 30265 Burlington, KS. 66839 Phone:770 251-8777 Phone:(770) Phone: (620) 364-1500 Fax: (770) 304-4640 , Fax: (620) 364-1501 f r D -M BT DATE TT7LE C)IZT S. LANKFORD 12/06/00 GENERATOR POWER CHECK® Br DATE tLIDr�tiy ; S. CLARK 12/08/00 CONNECTOR DATA Q y PROJECT MOR DATE w 00— NEXTEL COMMUNICATIONS I U— 4/ 6 /"3 ON B RCS1 520 -38* -95 6 CORFM09K ND TIE ROMMEW IGFM Nor TO USE W AMY VAINER WHEN DILL BE DErtdkVgT& TO oIDG�SM1.E SCA'i Pear SCAF 41FFT of PRECAST, R'eCOPYNG r D = DUSASTTP PROMAST. M 1/4 -=l -_O- 25=17 7 A TRANSFER SWITCH PIGTAIL Y CONNECTION BY OTHERS i , L1 TO INCOMING POWER. 1-3/0 66 21 25 Is 23 S I G 200A N #2 E-- - ' 1#10 30A 1 2 30A RECT #1 I 1 I. #10 (TYP) I V30A 0iIIIIIIA 30IIIIII � A 5 6 I�D° - � RECT # T7 8 30A 9 10 II I I I 11 12 I I I 30A 13 14 30A I I RECT #7 15 16 I OPTIONAL RECT #9 SPARE #22 36 TO ALARM PANEL { AC r#fi TO PIN #4 ON RELAY TO PIN #1 ON RELAY 9. CONDUIT FILL TO BE PER CHAPTER 9( 1999 NEC) FROM AC #2 . I HEAT: 65F R 10. LUG TEMP RATING TO BE 75 C. L_� 75f___ L2 I SEE NOTE #11 CHECK FOR ZERO VOLTAGE BETWEENTERMINALSD PROVIDED BY OTHERS IN ACCORDANCE WITH APPLICABLE CODES RRO VOLTSBETWEEN AND STANDARDS. IF SUPPLY CONDUCTORS ARE NOT FROM TERMINALS WITH A\C UNITS NEUT I PLEASE CONTACT ANDREW ENGINEERING. ---- GRD ----- -I- - - DISCONNECT THAT PROVIDES OVERCURRENT PROTECTION, PLEASE L1 I L2 35 36 SEE S NOTE #12 I I I 42 GRD EXTERIOR OF SHELTER — — — GEN, REC. — — — L_J — J INTERIOR OF SHELTER POWER FAIL 34 — — — TO 3 2 PANEL 1 I �T 7 aA CONTACTS SHOWN W/ COIL ENERGIZED SYMBOL LEGEND (NORMAL CONDITION) 0 4"x4" ,UNCTION BOX II' 20A 125V DUPLEX RECEPT. IN A 2'x4' BOX 12 20A 125V SINGLE RECEPT. IN A 4'x4' BOX 0 2"x4' JUNC71ON BOX ® 20A 125V DUPLEX RECEPT. O 15A 120V LIGHT SWITCH IN A 4'x4' BOX IN A 4'x4' BOX EX O IM 20A 125V DOUBLE DUPL2-15A 12DV LIGHT SWITCHES RECEPT. IN A 4'x4' BOX IN A 4'x4' BOX IE 20A 250V SINGLE RECEPT. © 15A 120V LIGHT SWITCH SEE RECTIFIER IN A 4'x4' BOX IN A 2'x4" BOX NOTE ® A 2254 ST RECEPT. Q (INGE COVER BOX SHEET '4 NO OX HINGE TO LEFT 5 SHOWN) NOTES: 1. ALL WIRE COLORS FOR #6 AND LARGER SHALL BE MARKED AT 40* INTERVALS MAX. 2. GROUNDING BUSHINGS MUST USE THE SAME SIZE OR LARGER GROUND HARE AS ON SERVICE ENTRANCE, OR LARGEST SIZE ACCEPTED BY BUSHING. 3. ALL WIRE (UNLESS NOTED OTHERWISE) IS TO BE • #12 AWG. STRANDED. THHN ONLY SOLID, FOR THERMOSTAT (18 GA MIN.). SOLID, FOR ALARM (22 GA MIN.). 4. CONDUIT TO BE EMT OR RIGID' UNLESS NOTED. MINIMUM SIZE OF CONDUIT AND FITTINGS IS 1/2" OR AS NOTED. UPSIZING IS PERMITTED. LAYOUT LOCATIONS ARE FOR REFERENCE ONLY AND MAY VARY UNLESS NOTED OTHERWISE 5. ALL BOXES, LIGHT FIXTURES AND ELECTRICAL EQUIPMENT TO BE +/- 1/2' UNLESS OTHERWISE NOTED. BOXES OR RECEPTACLES 6"x6" DR SMALLER SHALL NOT BE INSTALLED ON PANELLING TRIM. 41 - -- 7 DAY TIMER 6. ALL ALARM WIRING INSTALLED BY ANDREW IS ASSUMED TO BE_-------- - CLASS I WIRING PER 1999 NEC 725 UNLESS OTHERWISE i "Y" SPECIFIED BY THE CUSTOMER AND NOTED ON THESE DRAWINGS. i w 7. WIRE COLORS ARE AS FOLLOWS: I R ' ALL PHASE "A' WIRES ARE TO BE BLACK. I C • ALL PHASE "B" WIRES ARE TO BE RED. ' ALL PHASE "C" WIRES ARE TO BE BLUE. (IF APPLICABLE) i = ALL GROUND WIRES ARE TO BE GREEN. W1 ' ALL NEUTRAL WIRES ARE TO BE WHITE. 16 ' ALL SWITCHED WIRES ARE TO BE YELLOW. n n ' ALL TRAVELER WIRE ARE TO BE ORANGE AND/OR BROWN. I R Aa 8. AMPACITY RA71NG TO BE PER TABLE 310-16 (1999 NEC). I Y w TRANSFER SWITCH PIGTAIL Y CONNECTION BY OTHERS i , L1 TO INCOMING POWER. 1-3/0 66 21 25 Is 23 S I G 200A N #2 E-- - ' 1#10 30A 1 2 30A RECT #1 I 1 I. #10 (TYP) I V30A 0iIIIIIIA 30IIIIII � A 5 6 I�D° - � RECT # T7 8 30A 9 10 II I I I 11 12 I I I 30A 13 14 30A I I RECT #7 15 16 I OPTIONAL RECT #9 SPARE #22 36 TO ALARM PANEL { AC r#fi TO PIN #4 ON RELAY TO PIN #1 ON RELAY 9. CONDUIT FILL TO BE PER CHAPTER 9( 1999 NEC) FROM AC #2 . I HEAT: 65F R 10. LUG TEMP RATING TO BE 75 C. L_� 75f___ C 11. POWER SUPPLY CONDUCTORS FROM OUTSIDE SERVICE DISCONNECTS CHECK FOR ZERO VOLTAGE BETWEENTERMINALSD PROVIDED BY OTHERS IN ACCORDANCE WITH APPLICABLE CODES RRO VOLTSBETWEEN AND STANDARDS. IF SUPPLY CONDUCTORS ARE NOT FROM TERMINALS WITH A\C UNITS A SERVICE DISCONNECT THAT PROVIDES OVERCURRENT PROTECTION, 2j BEFORE CONNECTING PLEASE CONTACT ANDREW ENGINEERING. TO THESE TERMINAL. 12. IF GENERATOR SUPPLY CONDUCTORS ARE NOT FROM A SERVICE DISCONNECT THAT PROVIDES OVERCURRENT PROTECTION, PLEASE CONTACT ANDREW ENGINEERING. RECP #2I 20A #1 I T 17 18 T I I OPTIONAL RSPAREO 19 20 T 21 22 A I I I I I 23 24 r I `#10 I I It 25 26 ST ° I I I I I I SPARE I I I I 27 28 I REVISIONS INIT. REV I DESCRIPTION DATE APPROVED SL - I RELEASE FOR APPROVAL 01/28/01 KS A REVISED GFI TO SHOW 2 EACH 03/05/01 SC B DELETED OPTIONAL HVAC REF 02/04/02 V I EMERGENCY LIGHT 20A I °I I I 29 30 I I 31 32 82 RECP #11 20A 60A 0 .. 33 34 (TYP) I ° SPARE RECT S/N I #2 I RECP #2I 20A 35 36 .. 1 RECP #31 20A I37 38I 20A I RECP #5 RECT #4 I I �1^ RECP #4I 20A 39 40 20A 27 I I gp . (TTP) I I GR RECP SEE RECTIFIER RECT^'#6 NOTE SHEET f#34- — - — -- 22 o�NT T. R. Arnold & Associates, Inc?o 6• B I ALARM � OK .,, E These clete ils have been reviewed for r conformance t '1h ike Florida 11. T r 1°V ��danGicc'oLrr:i BLliIalin( �Aic' o )9779 and the fvI°€wing cri;'eria To #10 A/C #1 Construction Type Vy.4/ TO #8 A/C #2 Occupancy Classification � a TO #10 A/C #2 Allowable leo. of Floors j ro #B A/C #1 Wind Velocity L-2-0 M.p.h. Fire Rating (Ext. Walls) c? hr. EXTERIOR LIGHTS S/N S2 S/N 38 43 — — — — ——BLI( r W —r-----ORG�� SMOKE r —WHT Wr DETECTOR I I I � `\��--��.� 111 S/N� --------- S/N Im T� i I- NOTE — — — — — —I AUX. 1 1. SMOKE DETECTOR TO L — — — — RELAY BE MOUNTED ON A Z I I 44 BOX TO MAKE S/N 1 1 TYP)-------- —•' ROOM FOR RELAY. 2. FACTORY WIRES SHOWN AS DASHED LINES 5 2 S/N 0 GA. 1 O OO O m #22 Floor Load a'—� p.s.f. FL COA #26029 To ALARM®ate of Review � y2 D .. L PE #53467 PANEL N engineering.. ane Tel: 770,446.3334 Fax: 770.248.0090 - Ga 30092 w .dsi-engtneenng.com Oldd/dstle Precast Communications 27 Amlajaek Blvd. 1290 Southwest 10th Road Newnan, GA. 30265 Burlington, KS. 66839 Phone: (770) 251-8777 Phone: (620) 364-1500 Fax: (770) 304-4640 Fax: (620) 364-1501 AMI BY DATE nTU: S. LANKFORD 01/28/02 ELECTRICAL SCHEMATIC ECKM BY DATE S. CLARK 03/08/02 NEXTEL COMMUNICATIONS PFWr THUEDF 5 1KMMPU" 5= ORAMVG MJYBER ^MD F � M � B RCS11520-38*-95 - IEL-M ACFEES WT TO Vg 161 BE DLTFACK AL TD OLDGSRE SCALE PIDT 5711E 91EE ° 2Dm o1D ASU PRMkSf, W- 1 4"=1 "-0" .25=12 POWER FAIL HVAC 5 I COMPRESSOR FAIL #1 7 HVAC 5 COMPRESSOR FAIL #2 7 N/C DOOR ALARM c N/O R HIGH TEMP. g Y R LO TEMP.9yj N/C SMOKE DETECTOR N/O SURGE ARRESTOR L Z 2 �— 3 Z 4 Z 6 — 7 —e - -9 — — 10 — 12 — — 13 — Z 14 — 15 — Z 16 — Z 17 — Z is — 1 19 — Z 20 �— 21 1 22- 23 2-23 — 24- 25- 25 4-25-25 — — n - -m— 29 — 30 — 31 32 — 33 — 34- 35- 36 4-35-36 — 37, — 38 — 39 — — 40- - 41 — 42 - -43- -44 — - 45 - 46 — 47- - 7-- 4a — 49 - -50- — s1 - - s2 — — 53— 54 — 55 — 55 — 57 — se - - sa — a0 - - at - 62 - 63 - 64- as 4—a667_ 66 — 69 - - 70— 71 72- 73 2-73 - - 74- - 75- - 5-- 75- - 77 — — 78 - - 79— 91 63 - - 84- 85 — W — 87 — 4- 85— W— a7— as — —9— 90 91 — 92— 93 — — 94— 95 — 96 — 97 — ALARM SCHEMATIC "SC1" 1 51 — 2 52 — — 3 53 — 4 54 — 5 — So — 6 56 — — 7 57 - -a —56— — 9 59 — 10 a0 — 12 62 — 13 es- -14— — 64— — 15 — — 65 — 15 — —66- - 17 87 — 16 ea— 70 — 21 71 —z2— —7z— 73- -24— —74- -25— — 75— —26— —75- - 27— — 77- - 25— — 76— — 29— — 79 — 31 a1 32 — 82 — — 33— 83- - 34— — 54 — 35— — 85 —36— es— — 37 — 57 — 38— aa — 39 — e9 — 40 — 90 — 41 91 — 42 — — 92 — 43— — 93 - - 44— 94- -45- -95- 47— 97 — 48— 98 - -49— 99— — 50 — 100— ALARM SCHEMATIC "SC2" — 1 _ _ — 51 — --2 52- -- 3 53 - - 4 54 - -5 55- -_ —, 57- -6 —56— — 9 59 — — 10 a0— —_ 12 52- 13 2-13 63 — — 14 — —.4- 15 — 4-15— —65— — 16 — 56 — —17 —67— —16 56- -19 59— 20— — 70— 21 — 71 22 — 72- 23 2-23— 73— N — 74- 25- 4-25— —75— 26— — 76— 27— — 77- 25 — — 78 — — 29 — 79- - 30— Do- 31 o - 31 — 61 — — 32— — a2— —33— —83- -34— —�- -35— —a5— —>e— as— — 37— 1n- - 3a Be — —39— —a9- - 40— — 90- -- 41 — — 91 -- -_ 42 — — 92 — — 43— — 93- 44-- 3-44-- 94— -45- -95- -48- -%- 47 — — 97 — — 46— DS— 49 — 99 — 50 — — 100— ALARM SCHEMATIC "SCY REVISIONS I INIT. I REV I DESCRIPTION I DATE I APPROVED I I DP I A (UPDATE TO MATCH FlBREBOND DWGS DATED 01/30/01 103/02/01 1 SC I B IDELETED OPTIONAL HVAC REF 2/4/n7 ALARM NOTES 1. ALL ALARM WIRE TO BE 22GA SOLID. 2. ALARMS WILL OPEN IN ALARM CONDITION (UNLESS OTHERWISE NOTED).NORMALLY CLOSED 3. LABEL INDIVIDUAL ALARMS AS LISTED. 4. PIGTAIL ALARM WIRES OUT OF THE 6X6 BOXES, CONNECTION BY OTHERS. f €e,.rel for o f i 1 C C Tn " R" Ida ; `r !ta-,1';Li'` 1T�:.�ts, 'i g�'+P4 Cif 1M h �y o ,�. cr�ou S;,ae��i I crcl a ,W foIiowin, criieria Construction Type V UN Occapalncy Glassilirati0n S — Allovv-ahle No. 0f doors wired velocity 1, 0_� m p h Fire Ratin (Ezt. Vual!s) �? hr. Floor Load a� o P s.f. Date of Review _ z�._.... Aus • �.I .engineering.. FL COA #26029- 3500 ParkwayLane Tel 770.446:3334 FL �' #53467 Suite 500 Fax: 770:248.0090 Norcross, Ga 30092 www:dsi-engineering;com 10 Oidcastle Precast Communications 27 Amlajack Blvd. - 1290 Southwest 10th Road Newnan, GA. 30265 Burlington, KS. 66839 Phone: (770) 251-8777 Phone: (620) 364-1500 Fax: (770) 304.4640 Fax: (620) 364-1501 S. LANKFORD 101/28/02 ALARM SCHEMATIC Mm BY DATE S. CLARK 03/05/02 1 NEXTEL COMMUNICATIONS 5 VWW C NO AM' MW 11E=F IS 1NE PRORNM1 A'�`rro I6DUEST 9r TN6 C1711PNfl. 11E 1iFCfY4TW 9OIM "�"" 5� B ORAIMMC 1JlIYlElt — *_ RCS1152038 95 wrF10AWR NO TIE ACItiES ro SCALE PIDT SC4fE DIFF TOAST nn' wet ff OETRDENDt ro TIE EE DEr AST. Eoasr, n�wPnaart a zac anrAmE P9FLl5T, rte , W -C n0 1 /4`=1 `-0` .25=12 SYMBOL LEGEND ❑ 4"x4" JUNCTION BOX ® 20AA tZ 5V4 DUPLEX RECEPT. Newnan, GA. 30265 Burlington, KS. 66839 ® O 125V�RECEPT NA 4'x4 BOX D 2"x4" JUNCTION BOX ® 20A 125V DUPLEX RECEPT. ❑i 15A 120V LIGHT SWITCH IN A 4"x4" BOX IN A 4"x4" BOX ® 20A 125V DOUBLE DUPLEX 2-15A 120V LIGHT SWITCHES RECEPT. IN A 4"x4" BOX IN A 4"x4" BOX IF 20A 250V SINGLE RECEPT. 0 15A 120V LIGHT SWITCH IN A 4"x4" BOX IN A 2"x4" BOX ® 20A 125V SINGLE RECEPT. HINGE COVER BOX IN A 2"x4" BOX CJ (HINGE TO LEFT IS SHOWN) HALO (TYP) 9 T. R. Arnolcl & Wssoc ates, Tnc. Y � These details have been reviewed for conformance with the Florida - E7 Manufactured Building 7ct ofTi979 i and the following criteria Construction Type V u A Occupancy Classification S 'd Allowable No. of Floors If Wind Velocity i50 M.P.h. Fire Rating (Ext. Walls) hr. Floor Load P.s.f. 02 Date of Review 48" (REF) 57' (REQ 54" (REF) 39" 11 139" 1. (--- �36" 1 1 I I I I I I (REF) ;7i - O;. l ; I, 11 RE SPLICE DETAIL 0 ll � hlI © l$ I CABLE LADDER ® CABLE LADDER SPLICEE0 OLD 0 I■ II;� l� .ate LIx31 I I Q BOND ONE SIDE ONLY W/ SHORTEST FEASIBLE RUN LUG, CRIMP, 2 HOLE 60 CABLE LADDER BONDING AT SPLICES N.T.S. eco V/. 05 AWG STRANDED TO CABLE RACK NOTES 1. CABLE LADDER TO BE MOUNTED 91 1/2" A.F.F (TO BOTTOM) FL COA #26029 FL PE #53467 5/8" TH LO 5/8" THREADEC LOCK WA! CEILING SUPPORT BRACKET CEILING SUPPORT DETAIL N.T.S. DS' engineering. 3500 Parkway Lane Tel: 770.446.3334 Suite 500 Fax: 770.248.0090 Norcross, Ga 30092 www.dsi-engineering:com mdft- Oldcastle Precast Rm P Communications 27 Amlajack Blvd. REVISIONS Newnan, GA. 30265 Burlington, KS. 66839 INIT. REV DESCRIPTION DATE APPROVED SL — RELEASE FOR APPROVAL 11/14/00 J. WARD SL A REVISED AS GENERIC PACKAGE, REVISED LENGTH—CABLE TRAY DME IS DrdWM AID ANY Mff TEIEDF IS TE PRWMN 7 TO TE �^ = cTcnonPL Aro TIE RQ7PE//r rams R07 m VSE Um B DRAW MAMIt RCS11520-38*-95 AND MOVED WAVEGVIOE 12/5/DD J. WARD DP B REVISED TO MATCH FIBREBOND DRAVANGS 12/27/00 J. WARD DP C REVISED TO MATCH FIBREBOND DRAWNGS RECD 01/16/01 01/17/01 J. WARD SL D REVISED CEILING VIEW D1/27/01 KS E REVISED CEILING VIEW 02/26/01 SC F DELETED OPTIONAL HVAC REF 2/4/02 V/. 05 AWG STRANDED TO CABLE RACK NOTES 1. CABLE LADDER TO BE MOUNTED 91 1/2" A.F.F (TO BOTTOM) FL COA #26029 FL PE #53467 5/8" TH LO 5/8" THREADEC LOCK WA! CEILING SUPPORT BRACKET CEILING SUPPORT DETAIL N.T.S. DS' engineering. 3500 Parkway Lane Tel: 770.446.3334 Suite 500 Fax: 770.248.0090 Norcross, Ga 30092 www.dsi-engineering:com mdft- Oldcastle Precast Rm P Communications 27 Amlajack Blvd. 1290 Southwest 10th Road Newnan, GA. 30265 Burlington, KS. 66839 Phone: (770) 251-8777 Phone: (620) 364-1500 Fax: (770) 304-4640 Fax: (620) 364-1501 �m By S. LANKFORD DATE 11/14/00 WILE CABLE LADDER LAYOUT, DETAILS BY DATE S CLARK 03/08/01 & GROUNDING NEXTEL COMMUNICATIONS iQECT rae DME IS DrdWM AID ANY Mff TEIEDF IS TE PRWMN 7 TO TE �^ = cTcnonPL Aro TIE RQ7PE//r rams R07 m VSE Um B DRAW MAMIt RCS11520-38*-95 IAT sxE s"`E' or s 1".25=12 ' a"=�'-D" .25=� 2 9 1 Axl m4pa Ino1 vu eE DEm@Dq AI m olnrwslLE E0167. xKLnPlwaa c m@ DLDGSRE �I. Mc C NOTES: 1. ALL BOXES 6X6 OR LARGER do ANY METALLIC SURFACE ARE TO BE GROUNDED W/ #6 GREEN DROPS. 2 HALO GROUND WIRE TO BE #2 GREEN 3. HALO GROUND WIRE TO BE MOUNTED 6" FROM CEILING. 4. RUN 12 GREEN WIRE FROM TELCO GROUND BAR TO HALO RING USE 2 HOLE CRIMP LUG TO CONEC71ON OF #2 GREEN STRANDED WIRE TO HALO. SOLID TINNED #2 WIRE, 20' LONG SHALL BE CALDWELDED TO TELCO GROUND BAR AND MOUNTED CENTER OVER THE PENETRATION. 24' 'j53 I Amp) TO HALO —GROW BARS TO BE CENTDO OVER ON it SOLID (TMNED¶ Z M 30' Cgl.(rul IN PaacuP) /—SEE NOTE 14 INSTALL GROUND DROP SO THAT IT IS CENTERED OVER GROUND PENETRATION 0 n Oil I■ O s� BAR 0 I TD BE CENTERED ;l OVER PENETRATION I II 55 I �� II Ij 0D I L. REVISONS DESCRIPTION 55 57 RELEASE FOR APPROVAL © © © TYP)© f7 I I ( I MOVED GROUND STRAP ON DOOR, ADDED GROUNDING NOTE Phone: (620) 3641500 AND MOVED WAVEGUIDE 57 WAVEGUIDE COVER PLATE REVISED TO MATCH FIBERSOND DRAWINGS 16 PORT — 4' CONFIG. REVISED TO MATCH FiBERBOND DRAWINGS RECD 01/16/01 T REVISED COLING VIEW 01/27/01 TO HALO —GROW BARS TO BE CENTDO OVER ON it SOLID (TMNED¶ Z M 30' Cgl.(rul IN PaacuP) /—SEE NOTE 14 INSTALL GROUND DROP SO THAT IT IS CENTERED OVER GROUND PENETRATION 0 n Oil I■ O s� BAR 0 I TD BE CENTERED ;l OVER PENETRATION I II 55 I �� II Ij 0D I L. REVISONS DESCRIPTION DATE APPROVED RELEASE FOR APPROVAL 11/14/00 L WARD MOVED GROUND STRAP ON DOOR, ADDED GROUNDING NOTE Phone: (620) 3641500 AND MOVED WAVEGUIDE 12/05/00 J. WARD REVISED TO MATCH FIBERSOND DRAWINGS 12/26/00 REVISED TO MATCH FiBERBOND DRAWINGS RECD 01/16/01 01/17/01 REVISED COLING VIEW 01/27/01 REVISE) GROUNDING LAYOUT 02/26/01 DELETED OPTIONAL HVAC REF 02/04/02 I FL COA #26029 FL PE #53467 ' b .01 �:- I I-01 b i 59 IL 4/ 6/03 Date of Review 5iZ z/e 3 ®ldcastle Precast Communications %o..P engineering_ 1290 Southwest 10th Road 3500 Parkway Lane Tel: 770.446.3334 - Burlington, KS. 66839 - .Suite 500 Fax: 770248.0090 Phone: (620) 3641500 Norcross, Ga 30092 wwwAsi-engineenng.com pEkT 4 T. R. 1'SS rnoll�`..t. Assoc Ates, Tnc. �C --,SS 'F reviewed for ` da L QlC 7 p ,�, 9 t,.a,u Li__`." .dmgAct 197 arced elle o HHow;6ng Criteria Construction Type V� �L'`,CUNar�Cy CEu3Sl,';,2�tEC�3 � o? AIIo°, m )Ie f'o. of i !cors k"',ind e10C9 y 15i p. h. Fire Raying 2 hr. Floor Load a �o p.S.f. Date of Review 5iZ z/e 3 ®ldcastle Precast Communications %o..P 27 Amlajack Blvd. 1290 Southwest 10th Road Newnan, GA. 30265 Burlington, KS. 66839 Phone: (770) 251.8777 Phone: (620) 3641500 Fax: (770)304-4640 Fax: (620) 364-1501 S. LANKFORD 11/14/004ENEXTEL HALO EQUIPMENT GROUNDING S CLARK o3/oa/o1 COMMUNICATIONS THS OFMM NO Mr Fl!R TE7r 6 TE PR014RI1' � URA"I IAABEit °ON FIV.07 grN°`�" `'"`ND6COMPMY TW =`ro�" B RCS11520-38 95 6 COKUF.77M. NO TE IEAPIXr AQEES OUT ro lSE N AWr . Dr -C 1nR11 C eE DOLDCA fAl ro x . W- rscv.0 rtar scAta s+¢ RREGSr. K1APYpOfr ° moz °.°c�sne "an.sr•'"` I 1 /4"=1"-0" .25=12 PACK—UP MATERIALS (IN ADDITION TO ITEMS FROM PACK -UP INSTRUCTIONS) ITEM QTY. U/M PART NO. DESCRIPTION 1 X TRANSPORT SHELTER T-001-1 X 2 L-001-3 X INSTALL EXTERIOR LIGHT LENS & BULB ELEVATIONS 3 INSTALL DOOR CANOPY W GROUND STRAP 3 OF 11 X INSTALL GROUND BAR(S) 4 1 EA 367976-76-1 TAN VULKEM 5 1 EA 367976-76-2 BRONZE VULKEM 6 1 QT 367988-30-9 COCOA PAINT 7 50 EA 367959-6 BRIDGING CLIPS 8 1 EA 368007-55 WAVEGUIDE, 16 -PORT 4" 9 2 EA 367964-121 GROUND BAR ASSY HARGER GBI14420M OR EQUAL 10 1 EA 368051-2 PACK -UP BOX 11 RCS11520-38*-95 9 OF 11 B CABLE LADDER LAYOUT,DETAILS & GROUNDING 12 RCS11520-38*-95 10 OF 11 B EQUIPMENT GROUNDING 13 RCS11520-38*-95 11 OF 11 B SHIPPING/SET-UP INSTRUCTIONS 14 RCS11520-38*-295 1 THRU 7 C CASTINGS #3/0 W/f GROUND RUN IN 2 CONDUIT ¢z 03 #3/0 W/#2 GROUND 9 RUN IN 2" CONDUIT w � O v MAIN XFER 2DOA 120/240V SWITCH SINGLE PHASE -------------- -- 200A INCOMING SERVICE FACTORY WORK FIELD WORK GEN. RECEPT. 2DOA 13/0 W/#2 GROUND RUN IN 2" CONDUIT SEE NEC ARTICLES LISTED BELOW: 230-9 CLEARANCE FROM BUILDING OPENINGS 230-24 CLEARANCES POWER RISER DIAGRAM FIELD SET—UP INSTRUCTIONS PACK—UP INSTRUCTIONS FOR PRE—INSTALLED ITEMS 1) ITEMS BELOW APPLY TO THIS SHIPMENT. A) SECURE 8 (QTY.; FLUORESCENT LIGHTS IN PLACE. B) REMOVE AND PACK THE FOLLOWING ITEMS WITH HARDWARE: QTY. DESCRIPTION 1 EXTERIOR LIGHT (LABEL WIRES) [IF LOCATED ON THE SIDE WALL] 2 EXTERIOR GROUND BAR(S) [IF LOCATED ON SIDEWALLI 1 DOOR CANOPY 1 FIRE EXTINGUISHER C) SECURE 1 (QTY.) STEEL DOOR(S) WITH DEADBOLT. D) INCLUDE EQUIPMENT WARRANTIES AND OTHER PERTINENT INFORMATION IN LITERATURE HOLDER. E) INSTALL ANDREW DATA PLATE ON OUTSIDE OF DISTRIBUTION PANEL F) INSTALL THIRD PARTY INSPECTION INSIGNIA ON FRONT OF DISTRIBUTION PANEL (IF APPLICABLE). G) INSTALL STATE INSIGNIA WHERE REQUIRED (IF APPLICABLE). 2) DRAWINGS IN DRAWING LIST MARKED WITH AN ASTERISK (*) ARE TO BE INCLUDED IN THE SHELTER PACK -UP MATERIALS. 3) SEAL ALL OPENINGS PRIOR TO SHIPMENT. 4) PLACE ALL PACK -UP MATERIALS AS CLOSE TO DOOR AS POSSIBLE AND SECURE 5) SECURE TRANSPORTATION SCREWS ON A/C QUICK -DISCONNECT COVERS. 6) CONCRETE TIE DOWN OPTION IS ON PAGE 3. 7) COVER HVAC COILS WITH CARDBOARD RESPONSIBLE PARTY OLDCASTLE FIELD DRVR CUSTOMER CREW ITEMS CHECKED MUST BE INSTALLED AFTER DELIVERY OF SHELTER. REFER TO OWNER'S MANUALS AND/OR DRAWINGS INDICATED. REFERENCE ITEM OR DWG# X TIE -DOWN SHELTER TO FOUNDATION SYS -RCS, SHT 13 OF 18 X TRANSPORT SHELTER T-001-1 X OFFLOAD SHELTER L-001-3 X INSTALL EXTERIOR LIGHT LENS & BULB ELEVATIONS X INSTALL DOOR CANOPY W GROUND STRAP 3 OF 11 X INSTALL GROUND BAR(S) • RCS11520-38*-95 4 OF 11 B CEILING LAYOUT PLAN • RCS11520-38*-95 5 OF 11 B FRONT WALL LAYOUT + RCS11520-38*-95 6 OF 11 1 a� DoE"1 T. R. Arnold 9. Associates, Tnc. Q �1E"1 4�Fy The -se cefa.l5 have been reviewed for � �< ;cam ecr ar;T?Erscr ,n;''h .the Florida �rro +y 1° MsnLlfactured hiding Act of 1979 F� loo N .�0" j��'Nh10N• REVISIONS INIT. REY DESCRIPTION DATE APPROVED SL — RELEASE FOR APPROVAL 11/15/00 J. WARD S- A REVISED AS GENERIC PACKAGE, TIE DOWN KIT MOVED 12/5/00 DP 9 UPDATED TO MATCH FIBREBOND DWGS DATED 01/30/01 03/02/01 DP C UPDATE ITEM 9 04/10/01 DRAWING LIST SEE NOTE 2 DRAWING NO. SHEET SIZE TITLE OF DRAWING « RCS11520-38*-95 1 OF 11 B SYSTEM DESIGN DATA + RCS11520-38*-95 2 OF 11 B ELEVATIONS * RCS11520-38*-95 3 OF 11 B BILL OF MATERIAL • RCS11520-38*-95 4 OF 11 B CEILING LAYOUT PLAN • RCS11520-38*-95 5 OF 11 B FRONT WALL LAYOUT + RCS11520-38*-95 6 OF 11 1 B BACK WALL LAYOUT « RCS11520-38*-95 7 OF 11 B END WALLS * RCS11520-38*-95 7A OF 11 B GENERATOR POWER CONNECTOR DATA • RCS11520-38*-95 8 OF 11 B ELECTRICAL SCHEMATIC + RCS11520-38*-95 8A OF 11 B ALARM SCHEMATIC + RCS11520-38*-95 9 OF 11 B CABLE LADDER LAYOUT,DETAILS & GROUNDING + RCS11520-38*-95 10 OF 11 B EQUIPMENT GROUNDING + RCS11520-38*-95 11 OF 11 B SHIPPING/SET-UP INSTRUCTIONS RCS11520-38*-295 1 THRU 7 C CASTINGS + L-001-2 1 OF 1 C LIFTING DETAILS + T-001-1 1 OF 1 C TRANSPORTATION DETAILS + SYS -RCS 13 OF 15 C SHELTER TIE DOWN DETAILS and the following criteria Construction Type �/ 4N Occupancy Classification $ o? FL COA #26029 Allo','able No. of Floors 1 FL PE #53467 Wind Velocity t5 C) M. P..00 Fire Rating (Ext. Walls) Fioor Load �� P.S. hr, Date of Review SHIPPING SPECIFICATIONS BLDG. LENGTH: 22'-0" W,/OVERHANGS BLDG. WIDTH: 12'-0" W/OVERHANGS OVERALL BLDG. HEIGHT. 10'-3" APPROX. BLDG. WEIGHT: 43,000 LBS. OFFLOADING REQUIREMENTS ® CABLE OFFLOAD: REF. DWG.# L-001-2 FOR CRANE SUPPLIED CABLES, SHACKLES & SPREADER BAR. engineering.. 3500 Parkway Lane Tel: 770:446.3334 Suite 500 Fax. 770.248.0090 Norcross, Ga 30092 www.dsi-e,ngineering.com 10 Oldcastle Precast Communications 27 Amlajack Blvd. 1290 Southwest 10th Road Newnan, GA. 30265 Burlington, KS. 66839 Phone: (770) 251.6777 Phone: (620) 364-1500 Fax: (770) 304.4640 Fax: (620) 364-1501 — ". rrrtc S. LANKFORD 11/15/DO SHIPPING/SETUP INSTRUCTIONS ECIO31 er wTE S. CLARK 03/05/01 NEXTEL COMMUNICATIONS 5 DFbvm O MO Mfr Mw TPEFED 6 IRE PROPERLY sn OnA11IMG IIIIYaQt RMUES¢E PREGST, P Ma Is SUB= 70 W . B wnFr 7M RCS11520-38 95 WKIODRMl. Iwo T�xr ratxr W lar USE 5E Mn rrEx 11RIOV n.L ff OETfE1ENf/L TD OI.L oCASR.E SC/ilE PLOT SGV.E 91Fi MAmr, acwPracftr c = OLocks= PMAST, W. 1 4"=1 "-0" .25=12