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HomeMy WebLinkAbout1201 Albright Rd (5)► RECEIVED y (� CITY OF SANFORD PERMIT APPLICATION 005 Permit # : ! Date: OCT 2 0 Job Address: iox ri hca Description of Work: Q y { 1 Ve Historic District: Zoning: Value of Work: $ 10 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: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: O/'/' 1" l <X-"07 n - Owners Name & Addros: 50( 1 k_ Phone & Fax: l _► Bonding Company: Address: Mortgage Lender: Address: Architect Address: n (Attach Proof of Ownership & Legal Description) rzAW 4f 1 ►ice Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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. In addition to the requirements of this permit, there may be additional restrictions and there may be additional permits required from other governmental entities s e of pe 's erification Lbot I will notify the owner of the property of the requir �— taw _ Signa t of wne Ae n Date Si 1 Vs-- _ Print Over/Agent's Name r �i �.. 9 �Ok� )0 -/q C5 - i nature of Notary -State of F•IeriKSS Date Si ble to this property that may be found in the public records of Hater ma eT't,to agencies, or federal agencies. of orida e /a -/q_ 05 of Contractor/Agent Date 0r -c'ArAJC to i Ronak Y. Shah , Field Project Manager TELECOMMUNICATIONS BLACK & VEATCH ® building aworldof difference- ENERGYWATER INFORMATION GOVERNMENT Black & Veatch Corporation • 201 South Orange Avenue • Suite 500.Orlando, FL 32801 USA Tel: 407.419.3520 • Fax: 407.419.3501 • Cell: 321.438.9628 ShahB@bv.com r r A Ronak Y. Shah , Field Project Manager TELECOMMUNICATIONS BLACK & VEATCH ® building aworldof difference- ENERGYWATER INFORMATION GOVERNMENT Black & Veatch Corporation • 201 South Orange Avenue • Suite 500.Orlando, FL 32801 USA Tel: 407.419.3520 • Fax: 407.419.3501 • Cell: 321.438.9628 ShahB@bv.com Semi nole,County Property Appraiser Get Information by Parcel Number IiA'F: SE :?i>F3iVai>Y3.. L.:ril, A t+h { ?� •.. a; r?.' ;%ik.:.....:: ... ... : PROPERTY ! vYA AN j<.o: 7 .7%52 APPRAISER ------------- 33�� �, a Far �r »reszr'�arxxs FL,; 2'37'14 '�r ^ ` ` .,1..,,,,,, «'.. OT •;:.::•:•:.;:•:': f, z 497 *6 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 27-19-30-503-OB04-0000 Number of Buildings: 0 Owner: SBA TOWERS INC Depreciated Bldg Value: $0 Own/Addy: CIO JEFFREY A STOOPS Depreciated EXFT Value: $0 Mailing Address: 5900 BROKEN SOUND PKWY NW Land Value (Market): $112,820 City,State,ZipCode: BOCA RATON FL 33487 Land dVa Va Value Ag: $0 Property Address: 1201 ALBRIGHT RD SANFORD 32771 Just/Market Value: $112,820 Facility Name: Assessed Value (SOH): $112,820 Tax District: S1-SANFORD Exempt Value: $0 Exemptions: Taxable Value: $112,820 Dor: 40 -VAC INDUSTRIAL GENER Tax Estimator SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $2,251 WARRANTY DEED 01/1999 03577 0509 $32,300 Vacant Yes 2005 Taxable Value: $112,820 WARRANTY DEED 02/1996 03025 0602 $99,000 Vacant No DOES NOT INCLUDE NON -AD VALOREM Find Sales within this DOR Code ASSESSMENTS LEGAL DESCRIPTION PLATS:: Pick...:.;;°;;,; LAND PT OF BLK B DESC AS FROM NE COR RUN W 655 FT N 69.43 FT TO SELY RNV Land Assess Frontage Depth Land Unit Land ALBRIGHT RD S 47 DEG 46 MIN 00 SEC Method Units Price Value W 189.13 FT TO POB RUN S 47 DEG 46 MIN SQUARE FEET 0 0 161,172 .70 $112,820 00 SEC W 54.42 FT SWLY ON RNV 225.61 FT S 307.46 FT E 273.44 FT N 541.68 FTW137.91 FT TOBEG AFG VEGETABLE TRACT PB 7 PG 14 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. Page 1 of 1 http-Hwww.scpafl.org/pis/web/re web.seminole county_title?PARCEL=2719305030B040000&coparce... 10/18/2005 387491.1 Swford PREPARED BY AND RE7URN 70: 7'hotnti . W' Engrain Outattr, . Valdese-Pw1i R 8tewai, P.A. Til S Drive, Suits 300E .FL 3301 � C� ■ WourrorKm Ts. Pd. _ . W f 1+ !anrhid Tat Pd. -Ler tftryrnn! Norte' eik Ssminols rM = � di0wIR1 tai Dal o y r - J rr*- _ c+ �OGENERAL WARRANTY DKKD r-' THIS GLL WARRANTYDEED is made this L -2 -'day of January, 1999, by BRIGHT STAR TOWER AND SULTING, INC., s Florida corporation, the mailing address of which is 4025 West Dan* inter Springs, Florida 32708 ("fit") to SBA TOWERS, INC., a Florida corporation ( "), the mailing address of which is One Town Center Road, Third Floor, Boca Raton, Flo ' 96, Attn.: Jeffrey A. Stoops, Senior Vice President, Fax Number (561) 997-0343. 11 RI CD Cn CD c2o :.D InCA WITNESSETH: GRANTOR, for and in on of the sum of TEN DOLLARS10.00 S oodw Z- M' ( ) and other g and valuable consideration, the o hich is hereby acknowledged, grants, bargains and sells to Grantee, its heirs and assigns f f that certain real property, situate in Seminole County z Florida as more particularly descri attached Exhibit "Am. TIOGETHER NUM all her+sl+ di aW improvanents on thenal progeny and all right, tick and inta+eat of ()rants, if , I to any and all ripanen and Uttoral rights, any _4 tilled and bulkheaded land, accretions and highways, easements, accesses and right-of-way appurtenant thereto, and all ri nterest of Grantor in and to any and all covenants, restrictions and agreements benefits property (collectively ""). TIO MAVEAND TO HOLD the same in f forever. GRANTOR does hereby covenant with t3rantee at the time of delivery of this Deed, ffiz c Property was free from all encumbrances made byCirantor,�Grantor will warrant and defend; the title to the same against the lawful claims of all perso soever. NX J� Ca Mum to First Arna,!can T;;Je P:.,„^y ,1 u , ^,All { i .,�rlr IN N717YE.S'.S A7 EMY, GnM10r has a maded dwa pram on do day and the year f1m above writtm. Signed, sealed and delivered in the presence of: BRIGHT STAR TOWER AND CONSULTING, INC., a Florida corporation i :� William F. Gaiel9 President ar r rr n Q (CORPORATE SEAL) STATE OF FLORIEO, COUNTY OF ORAK The fwegoing - t was acknowledged before me this 12 "da of January, uary, 1999, by William F. Geislcr, the Presi right Star Tower and Consulting, Inc., a Florida corporation, on behalf of the corporation. ve•namod individual P(is personally known to me or o has P as i tiwtion. 327491.1 s ' (NOTARIAL SEAL) 0 2 W CA --j C5 Cln T O EXHIBIT A Legal Description — Sanford From the No Cif Block B. A.F.O. VEGETABLE TRACT. according to the plat thereof, as recorded in Plat Book Page 14, of the 7, a of Seminole Courcy, Florida, thence run North 89 degroes 03 minutes 00 seconds West, along the North line of acid 655.00 fed; thence_ nun North 00 degrees 57 minutes 00 seconds But 69.43 feet to a point on the Southerly Right of W 'ght Road; theca run South 47 degrees 46 minuto 00 aeconds West, along safd Southerly Right of Way line, 199.13 feet font of Beginning; thence continue South 47 degrees 46 minutes 00 seconds West, along cid Eto Southerly Right of Way, the Point of Curvature of a curve concave Southeasterly and having a radius of 328.68 foot; thence run Southwesterly, curve and Skog said Right of Way. fine, 255.61 fat through a central angle of 39 degrees 19 minutes 41 seconds to the Albright Road as shown on said A.F.0,Vegetable tract; thence run due South 307.46 feet; theme run South 89 degrees 00 mttsutes 32 East, parallel with the South line of said Bloch 8, 273.44 feet; thence nm North 00 degrees 57 minutes 00 Seco,41 8 fat; thence run North 89 degree 03 Minutes 00 seconds West 137.91 fed to Ihe.point of Beginning. w O t v i V C:. F rr, �v O V a, c. C�,-n o -'n 'x T� r. b •ri r D j �� � t^ 4 l NNE moRs;: ` r€ CI'CUiT 1,0Un' JE I OL c couNT, 113037- YREVA RED BY AND RN SBA, INC. 997 W. Kennedy Blvd, Suite A-01 Orlando, FL 32810 RECCRDE ERIFIEO 1997 OCT 15 ?1412: 13 w rn w w o o r rn v2 ' REC W c� TF .3. >- -_J IIIcn Ois- Site Name: SANFORD Site I. D.: 0R03XC* Memorandum of PCS Site Agreement This memorandum evidences that a lease was made and entered into by written PCS Site Agreement dated March 21, 1997, between Bright Star Tower & Consulting, Inc., a Florida Corporation ("Owner") and SprintCom, Inc., a Kansas corporation ("SprintCom"). Such Agreement provides in part that Owner teases to SprintCom a certain site ("Site") located at 1201 Albright Road, City of Sanford, County of Seminole, State of Florida, within the property of Owner which is described in Exhibit A attached hereto, with gwnt oValfrnent for u restricted rights of access thereto and to electric and telephone facilities for a term of five (5) years commencing on arc 1 , which term is subject to four (4) additional five (5) year extenslon periods by SprintCom. IN WITNESS WHEREOF, the parties have executed this Memorandum as of the day and year first above written. "OWNER" Bright Star Tower & Consulti , Inc. rida Corpo tftic e: William F. Geisler `: President ress: 4025 West Da y Court, Winter Springs, FL 32708 •s: "SprintCom" ration SprintCom, Inc., a Kansas corporation By: Name: Je ery . riom Title: Director, Engineering and Operations Address: 997 West Kennedy, #A01, Orlando, Florida 32810 ClibPDF - www.fastio.com Witn( Print Witnt Print Name:' MORAH D. HOWARD Attach Exhibit A - Site Description OWNER NOTARY BLOCK: STATE'OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this Z4*L- day of who executed the foregoing instrumenon behal [}�jas produced identification. Type of identification produced: 1\1e' •,41 Zai ioA0, &*. DEBORAH D HMAAD ��*tWMY CO"wWaabn CCd740M * EXP&M JUL 22, ISM pr bonded by HAI y�orr�e�� eoo.u�aeas SPRINTCOM, INC. NOTARY BLOCK: STATE OF FLORIDA COUNTY OF Chex- 1g1�, by�(V- , as corporation. He is C) personally known to me or -4 un o X&lzi— rn C:' (OFFICIAL NOTARY SIGNATURE) ro NOTARY PUBLIC—STATE OF FLORIDA ca r- rr. ►� N � T7UI,yJ42r� CD w i' (PRINTED, TYPED OR STAMPED NAME OF NOTARY PUBLIC) t- i The foregoing instrument was acknowledged before me thisQX) day of< 19q ►, by Jeffery A. Flom, Director, Engineering and Operations, of SprintCom, Inc., a Kansas corporation, who executed the foregoing instrument on behalf of such corporation. He i1personally known to me or l] has produced identification. `Type of identification produced: r apt*pl 04*e DEBORAH D NOWARD My Corrontalon [x4749oD * * E.Pkw JUL ZL 1000 •� v 9asded by IW '4or W41-1, 800422-1685 ClibPDF - www.fastio.com (OFFICIAL NOTARY SIGNATURE) NOTARY PUBLIC --STATE OF FLORIDA DEBORAH A HOWARD (PRINTED, TYPED OR STAMPED NAME OF NOTARY PUBLIC) XHIBIT A — Page 1 of 3 SPRINT PCS/SBA INC. SITE # OR03XCO15-SANF-ORDIALBRIGHT MAP OF DESCRIPTION LSG jWTY LM�VG ACiORY. VOR r�rcROF� � CF 7W L6188 9IiP FROM THE NARIMEAST COWEN Of &*X S. Ar.r. VEGETABLE TRACT, AOCORDIND TO THE PLAT TNUIEOF AS RECORDCD M PLAT BJOK 7, PAGE 14. OF THE WAX RECORDS OF SEW OLE COUNTY, R.ORILN. T}1EHCF mm MOKM 89 WQ ME5. 03 AOWJ= OD SEWMIDS HEST ALONG THE NORTH INC AF SAD BLOCK $ 65100 mr; INEM7 RUN 1"m 00 DEQ= 37 AfDWITM 00 SECOAM, . EAST 69.13 FEET TO A POINT ON THE SOUTIfMY RVKT-AF-WAY LOW OF ALENGHT ROAD: ViUACL REIN SOUTH 47 DEW= 46 A(pNTI= 00 SECONDS WEST, ALOMIO UV SOUIN Y MW OF WAY LNI& 24.Y55 FEET, TD IRE P06WT OF A C&WVARW OF A CURVE COMCSWE .SOUTHLASTE]1Y AND HAMG A RABBIS Of 328.68 FEET, THENCE RVAF SIOUTNWESMMY, ALONG SAID L7/RVE ANO ALOW SAID MIT OF WAY LW& "II FEET IWOUGH A MOM ANGLE OF 39 Lk72if1:S, 19 MMW M 41 SECONM TD THE END OF ALWOff ROAD AS SHOWN ON $AD AJ -.Q VEGETABLE TRACT, THENCE RUN DUE SOUIN 507.46 FEET; THENCE RUN SOM 89 MORI= 00 W0UTM 52 SECONDS EAST, PARALLEL WITH THE SOUTH LINE OF SAID BL= R 273.44 FEET, - T WAX RUN AMIN 00 DEdP = 37 ARNUTE$. 00 SECONDS EAST 13t.98 FEET: THDOCF RUN NORTH 89 DEGREES„ 03 ARNUTM, 00 SECOWS WEST, 82.25 FEET TO THE POINT OF SEGO WK, THENCE RUN NORTH 89 DEGREES: 54 MJNVTEI T 1 SECONDS HEST 20.00 FEET, TAMVCF RUN NORTH 00 DCOt=1 OS WNUTFS 49 SECONDS [AST 13.00 fWT. THENCE RUN SUM 89 DECREES 54 AfNUTES, T1 SECOWS EAST 20.00 FEE7, THENCE RUM SOUTH 00 DEGRFEX i" ARNR/TES. 49 SECONDS (VEST MOO FEET TO INC POINT Of BEGIMVING. 1) THS AAAP OF DESCIPTTON IS NOT VALAO WITHOUT THE STpfAnW ANO OWGv"L "SW SEAL Or PC SPMN FLORIDA LKPISED SLARVEYOR AND MAPPER. 2) FA.SCAENTS, OWNiRSW AND OTHER 867RL&V(S OF RECORD SHOWW HEREON ARE R£fER06CED TO THE FIRST AMMAN TITLE INSURANCE CO. TITLE COWOTMENT (AGENTS FILE NO. 97.018190). 07rCnW DATE MAT 11 1997 AT 540 P.Y. 3) BEARINGS SHOWN HEREON ARE REFERENCED TO THE EAST LME OF THE PARENT TRACT AS RECORDED IN Ofii= RECORDS BOOK 3025, PAGE 0602 OF SEMINOLE COUNTY. FLORDA AS BOW NORTH OD•57*W EAST 4) DELINEATION OF LANDS SAIOWWN HERCON ARE AS THE CLIENTS REQUEST. S) TIES MAP OF DESCRIPTION IS CERTIFIED TRUE AND CORRECT TO: SPRINT COM. INC. ITS AMJJATES, SU6SIDURMS AND OEStONI= 6) LANDS SFIOWN HEWM ARE NOT WTTHN THE 100 YEAR FLOOD PLAIN AS PER FLOW HAZARD RATE YAP COMMUNITY PANEL N0. 12117COO4SG ETT CnVE DATE: APRIL 17. 1995. 7) INS MAP OF DESCRFTFON DOES NOT C'ONSTTIVTE A BOUNDARY SURVEY, AS SUCH. JO BRO P.S.Af. THS S NOT A SLRVEY FLWCA L9ME No. LSS669 cA3 � w M -- 3 N x O T- M C' o Q W r Cri tA REV I DATE DESCRIPTIONREPS JRANo. 97-02809 DRAWN BY: R.0.6. CHECKED BY: C.B.C. REGIONAL ENGWEERS, PLANNERS AND SURVEYOR$ INC. DATE 9/9/97 2339 ALL AMERICAN BLVD. SCALE: _ NIA ORLANDO, FLORIDA J2810-4334 407/522-7570 SHEET I OF 2 CIibPDF - www.fastio.com W, �tJ Iry )4002 Suiii=iL� �1t1i0i��Q r� ro OQ� M 0 M i tEctsLrn __-- . ' N FOR M1C UNSATISFACTORY=.= ROFILMiNG m: -n-' =.� ,_•_ o�v :n-..... BLopC �_=� Via-:=..�-�-' �♦off - "�._ oil f - 1 .... evro or LA.or o..rortr 1_ !_ •- •_ � �i�; :�� _� __ ; [ i I j ee�.e �.,n. .r ..moo. .wo. r.. mm�o..'nr Tt : t�omj�^' ."_' r `• .... _ Y• \ _ iai..�°` �� 1 , � A .t_'� .a0 r qm w ti � � or w t="- ... 'tic-=- - • A�?� n� � _®_ _ orrAn ea' crass •as•� - W -e _ _ �^ r _ w.s....._..re w �. �._ ..oras • an .,, "' SC+CC . i .,0' REPSe..va¢ ware. s. ru a�nu-nrr u.tt .a• r•y� �tJ Iry )4002 Suiii=iL� �1t1i0i��Q r� ro OQ� M 0 M i EXHItIT A — Page 3 of 3 ' • ��gl1N N�SATISFACSOR'G.� ��tCt�OFttPR�NG IAP OF DESCWT v FOR LEASE PARR r-oA SPP PMMA M 1it 3VTo'4Y + M&W + 117.45' + txLar' S 89*54'11' N MUM, N/_ finoo' �-NMW LOW Qr BLOCK B PWT OF cm"DmEM7 NE GYIWR or BLOCK B LEASE AREA A.F.a IfWrABLE AL1Gr W PLAT BOCK 7, PAGE 14 a p $ 300 SQ. FT. rn _ 3 fV POW PM A B PtFASf SIIE x O - � r N 89'54'11' W rr 20.00 v O in W W r J N n . GRAPHIC SCALE 10 0 5 10 20. ( IN rEWr ) final. -10 M i.1 3 LEASE AREA a p $ 300 SQ. FT. o 0.007 ACRES± $ POW PM A B PtFASf SIIE 2 y N 89'54'11' W N 89L170r w az2s 20.00 W 8� n . 8� 2 S d9LG'J2' £ 7HS IS NOT A SURVEY REV DATE DESCRIPTION JOB N 97-026-09 REPS DRAM BY: R.0.8. CHECKED BY: CB.0 REGIONAL ENGv*J M PL4NNERS AND SURVEYORS. INC. DATE. _ 9/9/97 29" ALL AL0biCAN 800. SCALE: ORLANDO. FLORIDA 32810-4331 407/522-7570 SHEET 2 OF 2 CIibPDF - www.fastio.com NOTICE OF COMMENCEMENT Permit # Tax Folio/Parcel ID: " - State of Florida, County of �iP Com; ► �r�l P The undersigned hereby gives notice that improvement will be to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the notice of commencement. . 1. Description of Property:ection _Township Pv ( 13►y, 6 Pe s_ a� - t\? Cir V, r - -i. �7- n SLI I kpg 4- q G 2. General Description of Imt)rovernent, MARYl W , CLEW OF CIRWIT OUT SEMINOLE CUM BK 06,028 FtG 174F. CLERK'S 0 21i0521 13d A RECilI DEU 1�r(11r.?cX�5 n�: I: s PH 11W) iIIIN6 l U --S 10.00 RMIRDED RY t holdta coq. X13 V4- �--�? 13 VbE V-L%-)� �t`t �+ 5 36 -4 -(-ILO CA, ;x + Pg `I- PG I A Owner Information: CERTIFIED COPY a. Name and Address: Sprint, 6580 Sprint Parkway Overland Park KS 66251 MARYANNE MORSE Telephone Contact: (703) 689-5834 CLER , CF rIRCU)T (--,IRI b. Interest in Property: Leasehold C. Name and Address of Fee Simple Title Holder (if other than Owner): SEM 0 E ��! y, ; -, C (� .A , w�s�sri'�iUI��ii_�17T�� • • v �- �l • 0 • • • Wird• a. Overland Contracting, Inc.,11401 Lamar Avenue Overland Park KS 66211 b. Telephone Contact: (913) 458-7789 5. Surety: Not Applicable 6. Lender: Not Applicable 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: Not Applicable 8. In addition, to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713(1)(b) Florida Statutes: Not Applicable 9. Expiration date of Notice of Commencement: (the expiration date is one year from the date of recording unless a different date is specified). :SigJ'uri of Owner, Kevin Kenny State of Kansas County of Johnson The foregoing instrument was acknowledge before me this g day of August, 2005, by Kevin Kenny who is Personally known to me or who has produced as ' n fication. JItj 2Vn, Return Recorded Document to Black & Veatch Corporation, Attn: Cherie Zeka �—v 11401 Lamar Avenue Overland Park, KS 66211 Telephone: (913) 458-7789, Fax: (913) 458-8136 Notary Public, Clrerle/Zeka My Commission Expires: 3/16/08 CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: i �� PERMIT #: �0 — t 4— BUSINESS NAME / PROJECT:_�n WEA I tf' ADDRESS: 9 D. (5 1 A' PHONE NO(: r—j/S / yScY `1 /6[•FAX NO.: CONST. INSP. [ ] C / 0 INSP.:[ 1 REINSPECTION [ ] PLANS REVIEW [ ] F. A. [ ] F. S. [ ] HOOD (] PAINT BOOTH [ ] BURN PERMIT [ ] TENT PERMIT TANK PERMIT [ ] OTHER ( ] TOTAL FEES: $ d a ® (PER UNIT SEE BELOW) COMMENTS: Address / Bldg. # / Unit # Square FootaPe Fees per Bldg. / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. S Ao d ire on Division Applicant's Signature y ENGINEER OF RECORD CHRIS ALAN KRAFFT NO. 58906 BLACK & VEATCH 11401 LAMAR AVE OVERLAND PARK, KS 66211 (913) 458-2000 CERTIFICATE OF AUTHORIZATION CA 8132 SITE INFORMATION OWNER: SBA TOWERS INC OWNER SITE I.D-#� - APPLICANT: SPRINT T-1 6580 SPRINT PARKWAY A-1 OVERLAND PARK, KS 66251 SITE ADDRESS: 1201 ALBRIGHT ROAD E-1 SANFORD FL 32771 COUNTY: SEM I N OLE LATITUDE: 28' 47' 57.9" N LONGITUDE: 81' 18' 1.7" W ZONING CLASSIFICATION: - ZONING JURISDICTION: CITY OF SANFORD UTILITY COMPANY: FLORIDA POWER & LIGHT TELEPHONE COMPANY: BELL SOUTH ENGINEER: BLACK & VEATCH FOR REVIEW CORPORATION 11401 LAMAR �y`? OVERLAND PARK, KS 66211 PHONE: (913) 458-2000 1-600-432-4770 THREE WORKING DAYS BEFORE YOU DIG FAX: (9 13)458-8136 IF USING 11"X17" PLOT, DRAWINGS WILL BE HALF SCALE CONTACT INFORMATION ENGINEER: BLACK & VEATCH CORPORATION 11401 LAMAR AVE OVERLAND PARK, KS 66211 CONTACT: CHRIS A. KRAFFT PHONE: (913) 458-2148 OR03XCOl 5 SANFORD / ALBRIGHT Springy POWER BACK-UP (PLUG POWER) K w. .IF LOCATION MAP Jowett Ln Aadmy Avg ScThornes CI1 _ Carver A 4th tat W 13th st VY 1 Uh st DRIVING DIRECTIONS START OUT GOING SOUTH ON US-41/US-45 S./FL-45 S. FOR 15.9 MILES. TURN SLIGHT RIGHT ONTO MANATEE AVENUE WEST/FL-64 W. FOR 3.9 MILES. END AT 6500 W. MANATEE AVENUE, BRADENTON, FLORIDA 34209. �— icy LQ L.0 APPROVALS SPRINT REPRESENTATIVE: SPRINT RF ENGINEER: SITE OWNER: .. � Sprint 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 91 0 BLACK & VEATCH CORPORATION 11401 LAMAR OVERLAND PARK, KANSAS 66211 (913) 458-2000 PROJECT NO: DRAWING INDEX SHEET NO: SHEET TITLE T-1 TITLE SHEET A-1 SITE PLAN A-2 MOUNTING DETAILS E-1 ELECTRICAL DETAILS E-2 ELECTRICAL DETAILS E-3 ALARM DETAILS G-1 GROUNDING DETAILS � Sprint 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 91 0 BLACK & VEATCH CORPORATION 11401 LAMAR OVERLAND PARK, KANSAS 66211 (913) 458-2000 PROJECT NO: 141043 DRAWN BY: JKT CHECKED BY: CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON SHEET TITLE THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES TITLE SHEET BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME UNDERGROUND 1 09/16/05 GENERAL REVISIONS 0 07/12/05 ISSUED FOR REVIEW REV DATE DESCRIPTION SHEET NUMBER �y`? IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. OR03XCO15 SANFORD / ALBRIGHT 1201 ALBRIGHT ROAD SANFORD FL 32771 PLUG POWER DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON SHEET TITLE THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES TITLE SHEET BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME UNDERGROUND SERVICE ALERT SHEET NUMBER CALL TOLL FREE 1-600-432-4770 THREE WORKING DAYS BEFORE YOU DIG T-1 a TELC PPC w 53'-11 F— x x x x OVERALL SITE PLAN SCALE: 3/16" = 1'-0" 0 x CHAIN LINK GENERAL NOTES: •, ;..ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE SPECIFICATION PROJECT SUMMARY. 2. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE EQUIPMENT. 3. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT 4. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH GRADE PRIOR TO FINISH SURFACE APPLICATION. 5. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. 6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT. TO THE APPROVAL OF THE ENGINEER. - 7. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 8. CONTRACTOR SHALL GROUND ALL NEW EQUIPMENT TO THE NEAREST BUS BAR. 9. CONTRACTOR SHALL ROUTE CONDUIT TO AVOID TRIP HAZARDS BY EITHER UTILIZING EXISTING CABLE TRAY, OVERHEAD ICE BRIDGE, UNDERNEATH RAISED PLATFORM, OR AROUND EDGE OF CONCRETE PAD. 10. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF ALL NEW EQUIPMENT. 11. EXCESS CABLES SHALL BE LACED IN A NEAT AND ORGANIZED MANNER ENGINEER OF RECORD CHRIS ALAN KRAFFT NO. 58906 BLACK & VEATCH 11401 LAMAR AVE OVERLAND PARK, KS 66211 (913) 458-2000 CERTIFICATE OF AUTHORIZATION CA 8132 --9wSprint 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 00 BLACK & VEATCH CORPORATION 11401 LAMAR OVERLAND PARK, KANSAS 66211. (913) 458-2000 PROJECT N0: 141043 DRAWN BY: JKT CHECKED BY: 1 09/16/05 GENERAL REVISIONS 0 07/12/05 ISSUED FOR RENEW REV DATE DESCRIPTION �. `uj g' o ® - o Q i) (f){.. ,j.. j. % [IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. OR03XCO15 SANFORD / ALBRIGHT 1201 ALBRIGHT ROAD SANFORD FL 32771 PLUG POWER SHEET TITLE SITE P[LAN SHEET NUMBER A-1 POURED CONCRETE SLAB OR APPROVED PRECAST 3/8" HILTI KWIK BOLT II EXPANSION ANCHOR WITH 2 1/2" OF EMBEDMENT OR 3/8" BOLTS FOR PRECAST INSERTS 1'-2" 0 16.370" 3" DIA DRAINAGE HOLE m VA - 27-- 3/4" CHAMFER (TYP) TOP OF AGGRE( SURFACE o 0 0 o N n o a (O N N (FRONT) (FRONT) I --I o - 0 0 0 0 N 2.65 3" I 22.25' 9.50" 34.00" I 3.25" 72.00" DETAIL A EQUIPMENT PAD 3/4" = 1'-0" HYDROGEN STORAGE ENCLOSURE (PER SPECIFICATION) SECTION 1 FUEL CELL & HYDROGEN STORAGE MOUNTING DETAIL 3/4" = V -O" . E.W. :K (PER REQUIRED TING FUEL CELL ENCLOSURE co 1 2'-2" 1 L- 3'-0" 5'-8" ELEVATION VIEW SCALE: 3/4 = 1'-0" 2'-11" HYDROGEN STORAGE ENCLOSURE PLAN VIEW SCALE: -3/4" = 1'-0" SIZED FOR 6 HYDROGEN CYLINDERS, FURNISHED AND INSTALLED (BY OTHERS) FRONT ELEVATION VIEW - HYDROGEN STORAGE ENCLOSURE SCALE: 3/4" = 1'-0" NOTE: 1. PER 2001 FLORIDA BUILDING CODE SECTION 1606.1.7= BASIC WIND SPEED = 146 MPH (3 SECOND GUST) WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE = C ENGINEER OF RECORD CHRIS ALAN KRAFFT NO. 58906 BLACK & VEATCH 11401 LAMAR AVE OVERLAND PARK, KS 66211 (913) 458-2000 CERTIFICATE OF AUTHORIZATION CA 8132 -. Spri It 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 BLACK & VEATCH CORPORATION 11401 LAMAR OVERLAND PARK, KANSAS 66211 (913) 458-2000 PROJECT NO: 141043 DRAWN BY: JKT CHECKED BY: `o 0-0, � 204 y wC, fj] TTT \ IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A OCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. OR03XCO15 SANFORD / ALBRIGHT 1201 ALBRIGHT ROAD SANFORD FL 32771 PLUG POWER SHEET TITLE MOUNTING DETAILS SHEET NUMBER A-2 1 09/16/05 GENERAL REVISIONS 0 07/12/05 ISSUED FOR RENEW REV DATE DESCRIPTION `o 0-0, � 204 y wC, fj] TTT \ IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A OCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. OR03XCO15 SANFORD / ALBRIGHT 1201 ALBRIGHT ROAD SANFORD FL 32771 PLUG POWER SHEET TITLE MOUNTING DETAILS SHEET NUMBER A-2 GENERAL ELECTRICAL NOTES: 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC), AND LOCAL CODES. 2. ALL ELECTRICAL MATERIALS, EQUIPMENT AND INSTALLATION PROCEDURES SHALL CONFORM WITH SPRINT'S STANDARD CONSTRUCTION SPECIFICATIONS. 3. WIRE TO BE RATED AT 300 VOLTS AND 105' C DC, MULTI -STRANDED POWER CABLE. ALL MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA NFPA, AND "UL" LISTED. 4. THE ELECTRICAL PLANS, DETAILS, AND DIAGRAMS SHOWN ON THESE DRAWINGS ARE DIAGRAMMATIC ONLY. ACTUAL FIELD CONDITIONS AND SITE REQUIREMENTS SHALL DICTATE THE AMOUNT AND LOCATION OF EQUIPMENT. 5. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY THE NEC AND ALL APPLICABLE LOCAL CODES. 6. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE A MINIMUM INTERRUPTING RATING OF 65.000 AIC (UNLESS NOTED OTHERWISE). 7. REFER TO THE VENDOR DRAWINGS OF THE PPC CABINET, BATTERY, AND BTS CABINETS FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT. 8. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE ELECTRICAL INSTALLATION. 9. LABEL ALL ELECTRICAL EQUIPMENT PER SPRINT'S SPECIFICATIONS. 11. USE METER CONNECTION DEVICES LABLED BY THE MANUFACTURER NTH THE LETTERS "CECHA". 12. ALL INTERIOR CONDUITS AND BUSHINGS SHALL BE EMT. ALL EXTERIOR SHALL BE PVC UNLESS NOTED OTHERWISE (SEE SPRINT'S STANDARD CONSTRUCTION SPECIFICATIONS). 14. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UNDERGROUND POWER, TELCO, GROUNDING CONDUITS, AND ALL OTHER UTILITIES EASEMENTS AND/OR WIRES PRIOR TO TRENCHING. ANY DAMAGE CAUSED TO THE EXISTING UNDERGROUND SERVICES OR SYSTEMS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. VERIFY WITH UTILITY NEW SERVICE HAS BEEN APPLIED FOR. THERE SHALL BE NO SPLICING OF GROUND CONDUCTORS BELOW GRADE. 15. UTILITY RACK AND CONDUIT SIZES TO BE FIELD DETERMINED BY CONTRACTOR IN ACCORDANCE WITH THE LOCAL JURISDICTION. 2" DC POWER - CONDUIT f� x 3/4" SIGNAL CONDUIT IIII Q� �a �—x� HYDROGEN STORAGE ENCLOSURE -- --- - L1) 4 AM, UNUUNU IN 2 INCH CONDUIT (SEE NOTE 3) ELEC. & SIGNAL RISER DIAGRAM NOT TO SCALE TRUE x x CONDUIT ROUTING 3/16" = 1'-0" x ENGINEER OF RECORD CHRIS ALAN KRAFFT NO. 58906 BLACK & VEATCH 11401 LAMAR AVE OVERLAND PARK, KS 66211 (913) 458-2000 CERTIFICATE OF AUTHORIZATION CA 8132 Sprmo t 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 M O BLACK & VEATCH CORPORATION 11401 LAMAR OVERLAND PARK, KANSAS 66211 (913) 458-2000 PROJECT NO: 141043 DRAWN BY: JKT CHECKED BY: OR03XCO15 SANFORD / ALBRIGHT 1201 ALBRIGHT ROAD SANFORD FL 32771 PLUG POWER SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-1 /to ,Z C, wu ?A.: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 1 09/16/05 GENERAL REVISIONS 0 07/12/05 ISSUED FOR REVIEW REV DATE DESCRIPTION OR03XCO15 SANFORD / ALBRIGHT 1201 ALBRIGHT ROAD SANFORD FL 32771 PLUG POWER SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-1 /to ,Z C, wu ?A.: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. OR03XCO15 SANFORD / ALBRIGHT 1201 ALBRIGHT ROAD SANFORD FL 32771 PLUG POWER SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-1 C� F SEE NOTE 1 TYPICAL UTILITY TRENCH DETAIL NOT TO SCALE ONE CALL" SERVICE SHALL BE CALLED PRIOR TO EXCAVATION SLOPETOSUIT SOIL CONDITION IN ACCORDANCE WITH LOCAL REGULATIONS BACKFILL PER SITEWORK SPECIFICATIONS UTILITY WARNING TAPE SAND BEDDING PER SITEWORK SPECIFICATIONS POWER OR TELCO CONDUIT NOTE: 1. CONTRACTOR SHALL RESTORE THE TRENCH TO ITS ORIGINAL CONDITIONS BY EITHER SEEDING OR SODDING GRASS AREAS. OR REPLACING ASPHALT OR CONCRETE AREAS TO ITS ORIGINAL CROSS SECTION EQUIPMENT CABINET PMENT DETAIL B STUB UP DETAIL NOT TO SCALE ABBREVIATIONS A AMPERE AIC AMPS INTERRUPTING CURRENT AIR AMPS INTERRUPTING RATING ATS AUTOMATIC TRANSFER SWITCH C CONDUIT (E) EXISTING G GROUND KWH KILOWATT HOUR (N) NEW P POLE PPC POWER PROTECTION CABINET SN SOLID NEUTRAL SW SWITCH V VOLT W WIRE 0 PHASE DC WIRE SIZE GUIDE 48V (50A) NORTEL EQUIPMENT GROUNDING CONDUCTER BATTERY DISTANCE FROM FUEL CELL 10 6 AWG 6 AWG 20' 3 AWG 6 AWG 30 2 AWG 4 AWG 40' 1/0 AWG 2 AWG 50 2/0 AWG 1 AWG >50' INSTALLER WILL NEED TO DETERMINE WIRE SIZE IN SITUATIONS WHERE THE DISTANCE FROM THE FUEL CELL TO THE BATTERY BANK IS GREATER THAN 50' THIS GUIDE IS FOR REFERENCE ONLY. THE INSTALLER IS RESPONSIBLE FOR SELECTING THE PROPER WIRE FOR EACH INSTALLATION IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC) WIRE SCHEDULE TABLE 1 ENGINEER OF RECORD CHRIS ALAN KRAFFT NO. 58906 BLACK & VEATCH 11401 LAMAR AVE OVERLAND PARK, KS 66211 (913) 458-2000 CERTIFICATE OF AUTHORIZATION CA 8132 FUEL CELL SYSTEM TO HYDROGEN STORAGE FUEL CELL COPPER BUS BARS IN BASE MODULE ELECTRICAL OF CABINET CONNECTION 3/4" CONTROL BTS �11WIRING CONDUIT (EBE) _ COPPER GROUND BAR a DC POWER CONNECTIONS 11 -I ALARM CONNECTION POINTS N SEE E-3 m � DIGI SEEE-3 3ALARM OUTPUT TO DE I7 1/4" STAINLESS STET HYDROGEN INLET SYSTEM CONDUIT LOCATIONS NOT TO SCALE BUS CONDUIT EQUIPMENT GROUNDING CONDUCTOR PER NEC 692.44 3/4" GROUND ELECTRICAL ONE LINE DIAGRAM NOT TO SCALE -� Sprint 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 00 BLACK & VEATCH CORPORATION 11401 LAMAR OVERLAND PARK, KANSAS 66211 (913) 458-2000 PROJECT NO: 141043 DRAWN BY: JKT CHECKED BY: 1 09/16/05 GENERAL REVISIONS 0 07/12/05 ISSUED FOR REVIEW REV DATE DESCRIPTION 4i Cil Lu J IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. OR03XC015 SANFORD / ALBRIGHT 1201 ALBRIGHT ROAD SANFORD FL 32771 PLUG POWER SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-2 ENGINEER OF RECORD CHRIS ALAN KRAFFT NO. 58906 BLACK do VEATCH 11401 LAMAR AVE OVERLAND PARK, KS 66211 (913) 458-2000 CERTIFICATE OF AUTHORIZATION CA 8132 Sprint 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 EXTERNAL SIDE TO FUEL CELL ALARMS FUEL CELL EXTERNAL CONTROL WIRING TERMINAL BLOCKS NOTES: 1. THE FOLLOWING ALARMS ARE TO BE INSTALLED: GENERATOR RUN - #3 GENERATOR FAIL - #4 LOW FUEL - p9 2. CONFIRM SCAN POINTS WITH LOCAL NETWORK OPERATION PERSONNEL AND THE SNATCH 0 TOP PROTECTOR NORTEL ALARM CONNECTION POINTS 1 09/16/05 GENERAL RENSIONS 0 07/12/05 ISSUED FOR REVIEW REV DATE DESCRIPTION \ F��\ LY 4�, cO tL A.% ;• � Q 0 C-� a u W Q'w 4. Q N �'. y . h ./4 IT IS A NOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. OR03XCO15 SANFORD / ALBRIGHT 1201 ALBRIGHT ROAD SANFORD FL 32771 PLUG POWER SHEET TITLE ALARM DETAILS SHEET NUMBER E-3 CONNECTION TO THE ALARM TO MINOR FAULT INC 0 TB3 IN FUEL CELL ^' w INTERNAL POSITIONS 1-12 TO ALARM SURGE PROTECTOR (TOP) IN DEI CONTACTS AND EXTRENAL CONTROL WIRING BLOCKS ALONG WITH BUSS TO MAJOR FAULT INC 0— 91VOLTAGE VOLTAGE SENSE INPUT IS JUST T33 IN FUEL CELL INSIDE FRONT DOOR ON LOWER LEFT SIDE. ut - Oa ° BLACK & VEATCH CUSTOMER I -A —NO o V m CORPORATION E -STOPS NOT USED 1-B 2-A COM �--NC TO ALARM PROTECTOR #9 IN DEI - TO BR BLOCK #9 IN DEI TO LOW FUEL NC 0 TB3 IN FUEL CELL m o ALARM INPUT O ALARM PROTECTOR O 11401 LAMAR OVERLAND PARK, KANSAS 66211 (913) 458-2000 2-8 —NO N TO MINOR FAULT COM 0 - ALARM INPUT N O N N O z T33 IN FUEL CELL ALARM INPUT w O w w O TX1 RXt GND g1ILD COM > LNC =NO > COM c TO ALARM PROTECTOR /3 IN DEI TO BR BLOCK #3 IN DEI TO ALARM PROTECTOR #4 IN DEI BR BLOCK IN DEI TO MAJOR FAULT COM O T83 IN FUEL CELL TO LOW FUEL COM O T83 IN FUEL CELL ALARM INPUT ALARM INPUT ALARM INPUT ALARM INPUT ALARM INPUT ALARM INPUT ALARM INPUT A N rn OJ e o OA O O O O O O N �+ 1D o > N o O O O O 0 O O INTERNAL CONNECTIONS (ECM SIDE) PROJECT N0: 141043 DRAWN BY: JKT CHECKED BY: VOLTAGE VSAT + LNC TO BR BLOCK X14 IN DEI _ ALARM INPUT ALARM INPUT j N O O N N O O SENSE VUAT - NOT USED VSAT NOT USED SHU) NOT USED NOT USED TB2 T83 FUEL CELL EXTERNAL CONTROL WIRING TERMINAL BLOCKS NOTES: 1. THE FOLLOWING ALARMS ARE TO BE INSTALLED: GENERATOR RUN - #3 GENERATOR FAIL - #4 LOW FUEL - p9 2. CONFIRM SCAN POINTS WITH LOCAL NETWORK OPERATION PERSONNEL AND THE SNATCH 0 TOP PROTECTOR NORTEL ALARM CONNECTION POINTS 1 09/16/05 GENERAL RENSIONS 0 07/12/05 ISSUED FOR REVIEW REV DATE DESCRIPTION \ F��\ LY 4�, cO tL A.% ;• � Q 0 C-� a u W Q'w 4. Q N �'. y . h ./4 IT IS A NOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. OR03XCO15 SANFORD / ALBRIGHT 1201 ALBRIGHT ROAD SANFORD FL 32771 PLUG POWER SHEET TITLE ALARM DETAILS SHEET NUMBER E-3 S/S NUT - 1/4" DIA x 1 1/2" S/S LOCK WASHER S/S FLAT WASHER COPPER BUS S/S FLAT WASHER HEAT SHRINK S/S BOLT (1 OF 2) NOTES: 1. ALL HARDWARE 18-8 STAINLESS STEEL COAT ALL SURFACES WITH KOPR-SHIELD BEFORE MATING. 2. FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON TOOTH WASHER BETWEEN LUG AND STEEL. COAT ALL - SURFACES WITH ANTI -OXIDATION COMPOUND (BURNDY PENETROX E. OR THOMAS & BETTS KOPR-SHIELD). LUG DETAIL NOT TO SCALE AGGREGATE SURFACING GRADE CADWELO'I � •A�'AAAi GROUND RING, jj2 / AWG SOLID BARE _// TINNED COPPER WIRE GROUND ROD COPPERWELD 5/8" DIA x 8'-0" LONG 2 AWG BARE TINNED COPPER GROUND IN 3/4" FLEX CONDUI (FROM EQUIPMENT TO 12" INT( EARTH) TO GROUND RING (TYF IF RQUIRED, USE 100% ACRYLU LATEX CAUK ONLY. DO NOT USE SILICON CAULK OF ANY KIND (ALTERNATE:) 2 AWG BARE TINNED COPPER GROUND TO AN EXISTING MASTER GROUND BAR. SEE GROUNDING NOTE 5 AND LUG DETAIL THIS SHEET DETAIL GROUND ROD NO SCALE HYDROGEN STORAGE ENCLOSURE GROUNDING DETAIL NOT TO SCALE THE DETAILS ON THIS SHEET APPLY ONLY AS CALLED OUT ON SITE PLANS OR SITE SPECIFIC DRAWINGS. CADWELD CONNECTIONS BURNDY CONNECTIONS OR APPROVED EQUAL I OR APPROVED EQUAL o o � PARALLEL HORIZONTAL - CONDUCTORS HORIZONTAL STEEL SURFACE BOND JUMPER PARALLEL THROUGH CONNECTION TO FLAT STEEL SURFACE FIELD FABRICATED GREEN OF HORIZONTAL CABLES OR HORIZONTAL PIPE STRANDED INSULATED TYPE. PT TYPE HS TYPE 2-YA-2 o VERTICAL STEEL SURFACE THROUGH CABLE TO CABLE DOWN AT 45' TO GROUND ROD VERTICAL STEEL SURFACE COPPER LUGS THROUGH CABLE TO INCLUDING PIPE TWO HOLE - LONG BARREL TOP OF GROUND ROD LENGTH TYPE GT TYPE VS TYPE YA-2 I VERTICAL PIPE CABLE DOWN AT 45' TO RANGE OF VERTICAL PIPES TYPE VS 8' GROUND ROD TO EXISTING GROUND RING (BGR) � / ELECTRICAL NOTES: 1. LIGHT SHADED LINES INDICATE EXISTING CONSTRUCTION. .a 2. ALL WORK SHALL MEET OR EXCEED ALL APPLICABLE LOCAL AND NATIONAL ELECTRICAL CODE REQUIREMENTS. 3. ALL INSTALLATION AND EQUIPMENT SHALL MEET OR EXCEED SPRINT CONSTRUCTION SPECIFICATIONS. 4. CONTRACTOR TO VERIFY POWERWAVE. MODEL AND ASSOCIATED POWER REQUIREMENTS. IF LARGER CIRCUIT BREAKERS ARE REQUIRED, CONTRACTOR SHALL PROVIDE CORRECT ELECTRICAL CONDUCTOR SIZES. CONDUIT NOTES: 1. MATERIALS: ALL HANGERS, SUPPORTS, FASTENERS AND HARDWARE SHALL BE ZINC COATED OR OF EQUIVALENT CORROSION RESISTANCE BY TREATMENT OR INHERENT PROPERTY, AND SHALL BE MANUFACTURED PRODUCTS DESIGNED FOR THE APPLICATION. PRODUCTS FOR OUTDOOR USE SHALL BE HOT DIP GALVANIZED. 2. CONDUIT SEALS: INSTALL CONDUIT SEAL FOR EACH CONDUIT PENETRATING AN EXTERIOR BUILDING WALL BELOW GRADE (UNLESS PENETRATION IS BELOW LOWEST BUILDING FLOOR SLAB), AND ELSEWHERE AS INDICATED, AND SO AS TO ACHIEVE A SEALED WATERTIGHT INSTALLATION. MATCH EXISTING CONDITIONS AND MEET OR EXCEED INTEGRITY OF WALLS. 3. INSTALLATION: RIGIDLY SUPPORT AND SECURE ALL MATERIALS, RACEWAY AND EQUIPMENT TO BUILDING STRUCTURE USING HANGERS, SUPPORTS AND FASTENERS, SUITABLE FOR THE USE, MATERIALS AND LOADS ENCOUNTERED. PROVIDE ALL NECESSARY HARDWARE. PROVIDE CONDUIT SUPPORTS AT MAXIMUM 5 FT. O.C. 4. STRUCTURAL MEMBERS: DO NOT CUT, DRILL OR WELD ANY STRUCTURAL MEMBER EXCEPT AS SPECIFICALLY APPROVED BY THE ENGINEER. 5. INDEPENDENT SUPPORT: DO NOT SUPPORT MATERIALS OR EQUIPMENT FROM OTHER EQUIPMENT, PIPING, DUCTWORK OR SUPPORTS FOR SAME. 6. MISCELLANEOUS SUPPORTS: PROVIDE ANY ADDITIONAL STRUCTURAL SUPPORT STEEL BRACKETS ANGLES, FASTENERS AND HARDWARE AS REQUIRED TO ADEQUATELY SUPPORT ALL ELECTRICAL MATERIALS AND EQUIPMENT. - 7. ONE HOLE STRAPS SHALL NOT BE USED FOR CONDUITS LARGER THAN 3/4.0. 8, CONTRACTOR SHALL USE LIQUIDTIGHT FLEXIBLE CONDUIT FOR ALL FINAL CONNECTIONS TO TELECOMMUNICATIONS AND ELECTRICAL EQUIPMENT. LIQUID TIGHT FLEXIBLE CONDUIT SHALL NOT EXCEED 30 INCHES. ALL LIQUIDTIGHT FLEXIBLE CONDUIT SHALL BE PLASTIC JACKETED, GALVANIZED STEEL, ANACONDA SEALTITE TYPE EF FOR GENERAL SERVICE AREAS OR TYPE HC FOR HIGH TEMPERATURE LOCATIONS. GROUNDING NOTES: 1. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 2. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. BELOW GRADE CONNECTIONS SHALL BE EXOTHERMIC. 3. ALL EXTERIOR GROUNDING CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 4. ALL EXTERIOR GROUNDING CONDUCTORS SHALL BE 2 AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. 5. CONNECTIONS :TO THE GROUNDING BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. 6. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. 7. NEW GROUND RING TO BE BURIED 2'-6" 8' GROUND ROD TO EXISTING GROUND RING (BGR) i 2 F --1 F L_L_ —1 L NO. 2 AWG TINNED SOLID COPPER GROUNC WIRE (BTCW) BURIED MINIMUM 2'-6" BELOW GRADING GROUNDING PLAN 1/2* = 1'-0" NO. 2 AWG TINNED SOUD COPPER GROUND WIRE (BTCW) BURIED MINIMUM 2'-6" BELOW GRADING All 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 00 BLACK. & VEATCH CORPORATION 11401 LAMAR OVERLAND PARK, KANSAS 66211 (913) 458-2000 PROJECT NO: 141043 DRAWN BY: JKT CHECKED BY: 1 09/18/05 GENERAL REVISIONS 0 07/12/05 ISSUED FOR REVIEW REV DATE DESCRIPTION (moi Q " W r: '1K F- ;7 � �1 '•. co IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. OR03XCO15 SANFORD / ALBRIGHT 1201 ALBRIGHT ROAD SANFORD FL 32771 PLUG POWER ENGINEER OF RECORD SHEET TITLE CHRIS ALAN KRAFFT BLACK &B VEATCH GROUNDING DETAILS 11401 LAMAR AVE OVERLAND PARK, KS 66211 (913) 458-2000 CERTIFICATE OF AUTHORIZATION SHEET NUMBER CA 8132 G-1