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HomeMy WebLinkAboutFlorida Gas Transmission (1 of 2) 94-006513 � . 1 of Florida Gas Transmission Company P. O. Box 1188 Houston, Texas 77251.-1188 (713) 853-6161 December 20, 1993 Mr. Terry Verna Community Development Administrator 2300 Virginia Avenue, Room 203 Ft. Pierce, Florida 34982 Re: Building Permits Florida Gas Transmission Co. Phase III Compressor Station No. 20, 8701 Orange Avenue, Ft. Pierce Dear Mr. Verna: Florida Gas Transmission Company (FGT) plans to add one building at its natural gas compressor station located near Ft. Pierce in St. Lucie County, Florida. The purpose of the building will be to provide shelter and noise attenuation for a new compressor unit and supportive control equipment. The Board of County Commissioners of St. Lucie County, Florida, approved on October 12, 1993, a resolution granting a major adjustment to an existing conditional use to allow for these improvements to the subject station. FGT was then advised that FGT's next step - is to secure building permits from your department. Your review and approval of the enclosed documents is respectfully requested so that building permits can be issued once a contractor is selected. FGT understands that the contractor must submit completed building permit applications prior to issuanceof building permits. Please find enclosed three sets of applicable building plans and elevations, structural fabrication, foundation and electrical drawings. Please do not hesitate to call Frank Diemont,Manager of Compression Design, at 713-853- 3870 or Ron Wood at 713-853-4764 if you have any questions. Very truly yours, Carlon Nelson Project Director PhUe III Project cc w/o encl.: Frank Diemont, John Dubove, Ron Wood An ENRON/SONAT Affiliate BUILDING PLAN CHECK ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA w Y TELEPHONE 407-467-2312 FAX 407-467-2325 JURISDICTION:— St. Lucie County PROJECT NAME: FLORIDA GAS TRANSMISSION CONTRACTOR: ARCHITECT: L A Gray III OWNER: Florida Gas Transmission LOCATION: 8701 Orange Av. BUILDING SIZE: 3970 so. ft. OCCUPANCY TYPE: FactoryjIndustrial CONSTRUCTION TYPE: SBCCI, IV UN NFPA. 11 (000) FIRE PROTECTION: Automatic Sprinkler Yes _ No Occupancy Hazard N.F.P.A. #13 Requirements: PLAN NUMBER #6362 BUILDING DEPT. NO. PHONE NUMBER PHONE NUMBER DATE RECEIVED 1-12-94 713-853-6161 NUMBER OF STORIES 1 BUILDING HEIGHT 301+ John Du Bove - contact person Provide a 40BC rated fire extinguisher for every 75' of travel distance. 11 CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPErTInNc Sheet No. — of _ T1PF.: CA DESCRIPTION OF PERMIT TYPE;: COMMERCIAL ADDITIONS 1NSPFCTION TYPE FINAL (Y/N') DESCRIPTION OF INSPF,CTIotti TYPF -----COMP ----- N COMPACTION TEST NOC --N— NOTICE OF COMMENCEMENT THRE N THRESHOLD/AFFIDAVITS TERM N TERMITE FOOT N FOOTER/SLAB'FOt'ND/PADS STEM N STEM WALL FLDC N FLOOD ELEVATION CERTIFICATE BEAM N BEAM (TIE—BEAM/INTERMEDIATE) COLD N COLUMN PLUR PLUMBING ROUGH —IN PLOT N_ PLUMBING TOP —OUT FLER ELECTRIC ROUGH —IN AIRR N AIR CONDITIONING ROUGH —I\ CONR A CONSTRUCTION/STRUCTURAL (FRAMING) ROFT N TIN TAB/DRY—IN GASP \ GAS ROUGH —IN I N S U N '.. INSULATION (CEILING/WALLS) FRWL N FIREWALLS TPOL N TEMPORARY POLE TFLE N 30 DAY TEMP (AFFIDAVIT MAY BE REQUIRED) PIPE N PIPING (GAS TANKS) HOFF N ROOF FINAL PLUF _N-- PLUMBING FINAL ELE:F ELECTRIC FINAL AIRE N I AIR CONDITIONING FINAL CONE — Y CONSTRUCTION FINAL GASF N GAS FINAL ADDF k3 ADDRESS FINAL 'FIRE —N— FIRE DEP"T APPROVAL. HCAP —N—' HANDICAP (RESTROOMS ) HEAL N HEALTH DEPT APPROVAL ENGF N ENGINEERING APPROVAL (SO FLA WATER MANG) PKLA N PARKING/HANDICAP PARKING/LANDSCAPING VEGE N VEGETATION APPROVAL. PAVD N PAVING & DRAINAGE CERTIFICATION POOL; N POOL CERTIFICATION (STATE) ELEV N ELEVATOR CERTIFICATION ENVI N DER, DNR, STPP, ARMY CORPS OF ENGINEERS STAT N STATUS/CONSULTATION HWO N STOP WORK ORDER ' Q' BUILDING PLAN CHECK ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 407-467-2312 FAX 407-467-2325 JURISDICTION: St. Lucie County PLAN NUMBER l#6362 PROJECT NAME: FLORIDA GAS TRANSMISSION BUILDING DEPT. NO. CONTRACTOR: PHONE NUMBER ARCHITECT: L A Gray III PHONE NUMBER OWNER: Florida Gas Transmission DATE RECEIVED 1-12-94 LOCATION: 9701 Orange Ay. 713-853-6161 BUILDING SIZE: 3970 sq. ft. NUMBER OF STORIES 1 OCCUPANCY TYPE: Fa o y/Industrial BUILDING HEIGHT 30'+ CONSTRUCTION TYPE: SBCCI. Iy 1JNw John Du Bove - contact person NFPA. II (000) FIRE PROTECTION: Automatic Sprinkler Yes— No Occupancy Hazard N.F.P.A. #13 Requirements: Provide a 40BC rated fire extinguisher for every 75' of travel distance. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS Florida Gas Transmission Company P. O. Box 1188 Houston, Texas 77251-1188 (713) 853.6161 January 20, 1994 CM AN 2 fJan Urso St. Lucie CO UNITY O , V , ;;; LINT 11nty T. Luc lE 2300 Virginia Ave. Ft. PierceeFr34982-5652 Dear Ms. Urso: Attached please find 3 complete fully executed Building Permit Applications for the following: Building permit application for Compressor Station #20 Expansion. Building permit application for FIST temporary construction trailer. Building permit application for Ranger Construction temporary trailer. 2 Checks in the amount of $25.00 ea. for Trailer fees. Please advise that you do have all required information or if we can offer any further assistance. It is my understanding that the final permit fee will he naid to you when nermit is ready Thank you or your attention to this matter. Yours very truly, John C. Dubove Rm. EB-350 Manager of Permits Enclosures cc: File An ENROR Y AIRBILL USE iHISAIABILt FDA HIPMENTSWItHIN1FNi CONiI USE Flom AIR AV81L FddBt SHIPMENffi iAL+f7.5'Mt ALASNAANO HAWAII PACKAGE "j.. PIIEB)77 HICD AND AIL NON U.S. LOCATIONS. TRACKING NUMBER I� a' aOUEST"ION$7 C LL 800-23$-5355 T FREE. 894`261t aid BEC/P/ENVS COPY Fo (Voor Name) P)ase Print ^G"" IVaurP naNumber Ne ImQotla T0(Reciple is Name)Please Print ReciPieffs Phone Nmbe(Vr, lmpreirt) IS Comp��pppgy r�yyry `DeparlmentrFloorN� Company DepadmenUFloa(No E] /. ♦ �'} f/^�) Street-Adtlress '—a': 5. A,Ab�9 P ST6 EXactStreet Address Nk'fy}mdtbellrerlo PP0.Dues of Po Tip "-" ? 0 r .�r �r city C State j/ Requlretl LN Stare jlPRegmreG S l6J5Tf7N TX 0 '� 1 4 L'j _' 4 YDUR/Ni6RNAL 8IL4INB Ri R DRMARON(optia'RRIZOD24doaclen will peer on lnrotnef'," -IFHDLDATFEDIXLDCATIDN PrUdFED AGdrgs8 He/e r a' s �'. Street AYM��ENT 1 Sentler BXI Reclplerent's feaEx Acct. No. 3 BIII3rtl PeM fetlEx Acm. No. 4 Bill Credit Card city $idle Z/PRequire B I.,JCxneck y a� .'yi T SERVICES OELA (p RRPk box) RYANDSPECIALHAN 1N0 PAcxnass pW Gi YOURD OARED Emp 'q. Date Fedgral Eilpre.Wa only one Check senace,0111 nsVALUE Caehtiecahretl Q ,- BEEN Charges I ❑ getumShlpmeat vertu Ipe1hm'M"an MneOnr "e°0ui"6i n"n°en H� Y Lg OLOATFEDEXLO ON DAY x".�nxmrowwnl 11 DTHf 51 Di1VER ❑ P al ms' � 61 (Fill n B a. n H) - ! Third Perry Chg To Del Q Ch To Id 9 P 1NG PF(IVfR IYEE Y : gedared VajUe �ha $Ef96I(1ddf28S 16 EX EBIBR•56 ❑ffOFXIFTTER .. 12 FEDEXPAK' 520FEDErme, rSaR/rAGN,.?srvice �' BI �RLOATFEDfXLeCAR0NS4 Ay T J 13 Q"FEDEXBpX ' Sr3OffOfXBOX (Ell fn se 3 DELIVER hHl_ Omef 1 City State 14 fEdEX IejBE 54 �FPDEX TUBE D �° S9 S,$pp IEArewume) URDAVPICNLP men �m,ue Total . nae) ZI Total - p` ` A Odler2 Y lex rovormeynrewfrr 1mnAyefwwMur�ey�mre?Wl„ 30 Q ECONOMY" 46 GDVV�� ❑[fITER eneya) SpeC/el HentlNng y '. DIMSHIPM ENFLcn�ra#aole i x Received By. .. ,r� weeMl x ,AS°. 7eUl Charges. s yl2nnlmu�mr 4❑O a4Mmemnwmi 41 ❑ A yq r� arepnwoEcarom ye PACXAGE i' 6�aRe GEROUS GOODS Is een arpe) NDEeo µl-�--.�s, Dat etl �Fetl $' aRme ecery " Empld a Num . e r REVISIONDATE12N2 ifmrosl, C`WWu hsn pperYO peon nnl u. C 7( .. DIP s RT#1372o, FXEM tPrea", RMAT#i6B D ODVfRN10N FREIGHT 60 IJVO•DAY 1�1 WGNT•• [7 x -_... eg ui' x <" 1. IE8 Iwry am .la �"es'^ay :omlarlo vows umi�ssoo 12 ❑ROL �� AYDELIV(flYl#ofleme s "1^�r SOP sO6rop gu — _Cell, aaurerv.sNeauk IExna cnanG s 409ar. r# x FILE COPY St. Lucie County RECEIVED REC'C BY. BUILDING DEPARTMENT RECEIPT N° 67874 City of Ft. Pierce City of Port St. Lucie /t... Lucie Village FO 1ERCE, FLORID XPLANATION ACCOUNTNUMBER AMOUNT P TOTAL AMT. REC'D $— White - Customer Canary -Finance Pink -File Copy Houslct, Pipe Line Company 11 Northern Natural Gas Company 3535_60 N 0:5 4 4 9 2 1130 j. Florida Gas Transmission Company 0 Trgnswestern Pipeline Company. p DATE/� rJ 19 qE w �/ I; I RAv ro T ea! 8a3 $eO l%i�PG/N/0 // ✓ EiVyE o4r rEReL� /�4 9041- 563.'1 o WHOSE ADDRESS 15 oQ 0N.4NONrd R�® 00'/F7-D fl« A�kPS STATE CO TY LINE NO. ROW NO x C v/;y w �E vvE FE6 W Co. Amount c.m., W.O. No. PA: C.C. Amount R[ hto€wo 50403. LROW ENRON CORP. 9 Y R O Box 1188 Houston T ., 77251 1188 Domaoes i j 28000 {ROW Through TEXAS COMMERCE BANK 50401 LROW Notional Assocaon Land Houston, Texas Other V413 LROV✓ OJ TOTAL G 9 NOT VALID AFTER 180 DAYS 1180544 211' L: 1 156006091: 11'0010 i89944 211' _ it I BOARD OF COUNTY COMMISSIONERS December 27, 1993 JL�E COG yi COMMUNITY • DEVELOPMENT ��OR10P ADMINISTRATOR TERRY L. VIRTA, AICP Mr. Carlon Nelson Project Director, Phase III Project Florida Gas Transmission Company P. O. Box 1188 Houston, TX 77251-1188 Re: Building Plans, Compressor Station #20 8701 Orange Avenue, Fort Pierce Dear Mr. Nelson: We received three sets of the referenced plans via Federal Express directed to the attention of Mr. Terry Virta, Community Development Administrator. I previously spoke with a member of your staff advising that plans review can only take place accompanied with a completed building permit application executed by a licensed contractor. I'm sorry you were not made aware of this. However, because the plans are so bulky I will retain them in my office pending receipt of the application. A $150 plans review fee will be required when the application is submitted. In the event you have not already received same, an information sheet is enclosed to assist you when applying for a commercial building permit. Upon receipt of the application we will process the permit as expeditiously as possible to assist you with time constraints. In the meantime, if I can be of further assistance please feel free to contact me. Sincerely, Jan Urso Zoning Supervisor JU:sr Enclosure HAVERT L. FENN, Disrricr No. 1 • JUDY CULPEPPER, Disrricr No. 2 • DENNY GREEN, District No. J • R. DALE TREFELNER, Disrri(r No. 4 0 CLIFF BAh NES, Disrricr No. 5 2300 Virginia Avenue e Fort Pierce, FL 34982-5652 )-1576 Adminisrratoc (407) 468-1590 • Growth Management. (407) 468-1553 • Planning: (407) 468-1 Codes Compliance: (407) 468-1571 Florida Gas Transmission Company P. O. Box 1188 Houston, Texos 77251 1188 (713) 853-6161 December 20, 1993 Mr. Terry Verna Community Development Administrator 2300 Virginia Avenue, Room 203 Ft. Pierce, Florida 34982 Re: Building Permits Florida Gas Transmission Co. Phase III Compressor Station No. 20, 8701 Orange Avenue, Ft. Pierce Dear Mr. Verna: l� 3' OFC 2 119% Florida Gas Transmission Company (FGT) plans to add one building at its natural gas compressor station located near Ft. Pierce in St. Lucie County, Florida. The purpose of the building will be to provide shelter and noise attenuation for a new compressor unit and supportive control equipment. The Board of County Commissioners of St. Lucie County, Florida, approved on October 12, 1993, a resolution granting a major adjustment to an existing conditional use to allow for these improvements to the subject station. FGT was then advised that FGT's next step is to secure building permits from your department. Your, review and approval of the enclosed documents is respectfully requested so that building permits can be issued once a contractor is selected. FGT understands that the contractor must submit completed building permit applications prior to issuance of building permits. ' Vlease find enclosed three sets of applicable building plans and elevations, structural i rication, foundation and electrical drawings. Please do no, E-esitate to call Frank Diemont,Manager of Compression Design, at 713-853- 3870 or Ron ` !ood at 713-.853-4764 if you have any questions. Very truly you--s, Carlon Nelson Project Director. Phase III Projef cc wlo encl.: Flunk Die ont, John Dubove, Ron Wood 7 t An ENRONlSGNAT Affiliate AIRBILL A USE IHISAIRBILL FOR SHIPMENTS WITHIN ME CONTINENTAL USA, ALASKAANDHAWAII INTERNATIONAL AIR TO RICO USE THEQUESTIONS? PACKAGE 84C501206 WAYBILL SHIPMENTS AND ALL NON U.S. LOCATIONS QUESTIONS? CALL 800-23B-5355 TOLL FREE. TOLL TRACKING NUMBER - 8405012646 Date RECIPIENT'S COPY . 12 20-9_3 Fr.7Rl lYour Namaj Please Print TYoar Phone Number (Very Important) To (Recipients Name) Please Print :RecgienYa rnwe Mumee+ry®w lmpaneml. (713-)A!,?-r <;; Mr. Terry Verna (407 - ) 468-1590__ Cr;lnpany DeparimenVFloor No. Company DepanmenVFloor No. Community Development Sllnel Address _. --------.__.------ --- _...-_ ,. -_ _Administrator Exact Simel AGGresspl (Wt OMllaf wllrcrro R0. Bwu wP.O. Z/p CaaasJ i'ITH 5TL 365 2300 Virginia._Ava. Room 203 --- -- City - ---- Stale j/p Requiretl -- ---- - --- miry State j/pRequired Ty Ft. Pierce FL 1 3 4 9 8 2 ]UR INTERNAL BILLING REFERENCE INFORMATION (oplionsl)(Flat 24 characters will appear on invoice.) IFHOLOATFEDEXLOCATION Pdnt FEDEXAddress Hem 536 R.C.PIo. 0394 Street Address -- - --. - --� VENT 1EIRillSmAer RE] BIN Petlpem's FetlEx Acd. No, 3❑Bi113N Party FeUExAat. N. 4❑eIIlCreeil CeN City Bt81B jlp Requir etl ah �ChecM SERVICES DELIVERYAND SPECIAL HANDLING "^r'"s`s' wele rouRv cunEB Emp. No. Date Federal Expri use (Check only one box) rlwryygwnight Overnight (Check services mgelred) Man (SeeLUE Cesh Recebetl Base Charges v cy..rceusmmn«/au uYendwd taximrrMandnmmnnmw. Weekday Service 1 ❑HOLOA1 FfOEX LOCARONWEEKOAV j)� i I 1 ❑ Return Shipment ORIFfl ❑PACKAGING No s0woareemrnU 51 DIHER ❑PACKAGING IFNI in SeNon Hl 2 ELIVER 1 --'—t- 1. T-- ---- ❑ Thim Perty ❑Chg. TO DeI. ❑ DhGTe Hdd pFarge -' Declared Value t,j ON � r t��FEOEXLETTER' 56❑FEOIXLETTER'--SeNrdaY WEEKDAY Service_---� ___ Street Address p p L �FEDIX PAK" 52 ❑FEDFX PAN' 31 ❑HOLDAi FEDEX LOCATION SATURDAY �.-.._ _ Clry Omen s (n Ln 3 FEDEXBOX 53 ❑ FEDEX BOX ¢mm seta w 3 ❑DELIVER SATUROAS' Tot TotYl Total State Pp Other 2 O O k—' �FEDEX TUBE 54FEOIX NBE ❑ IFinamaaellNda.Mwe 9 S4TUROAY PICK UP m eCI l emsl / y I Receivetl By: _.. __ E iwnDeY Gorer...e Ovangh( (Extraearyel - - ---*-L - ---- - 1 X Total Cher es 9 m m Or 117 o DIM SHIPMENian Date/Time `m O ECONOMY'" 46 ❑ TTER4 ❑ •Y ❑�._. Received Fec E%Employee Number ATE 1N110411 Or Cr I qh Yeb +r ye. Ewncm 41 ❑ G�+wlmesauwrsmryl 6 ❑DRwC Gael%WeigM1� IbS. 'ART8WIS ,I grim �tl BI CIA FBghl .. INWaa%v Nr'., aooev SNO pelWalvwml rwurM n'/k YL1Y l91$ x fi01111 % FORMATNIM , 158 jO OVERNIGHT 9O ❑ TW0.0AY ._ ..e_1-0. - ❑ Real-d At- �FREIGHT80lie FREIGHI i L ' ularelpp s❑DroP Bo. uve-voemrs taelvarwex."ar,l •ps�,sAyxv L.M ssoo Ire Sbmm�yy+. ••men H, sAwe. 12 ❑HOLIDAYDELIVERYO-tad)) IE+rz n. ,1._..___..,.__ ApaSC Release �OOn._Call smp �—. sDslmio�_Signalure: USE MIS AIflilat FOR SHIPMENTS WITHIN THE CONTINENTAL USA AIASNAANDHAWAII ; pAw+`AHF PR� USE ME INTERNATIONAL AIR WAYBILLFOR SHIPMENTS TO PUERTO RICO AND ALL NON US LOCATIONS 1ltACRlRG NDM6LN�i ' EY QUESTIONS?CALL 800-238-5355TOLLFREE. •—. - 8405012 �° � FTom(Your Na Please Print 1 �Y uU in a Number (Very Important) To (Recipients Name) Please Print ! _ _ T DepakmenVFap o Company Aaf� . 1 C oaKvt tYtix a tt St Ad f Exact Street A....as I Cannnot NOW, to P.O.Said, or P. O. zip Ca Ink_ _ tt (. e , , , — tale ZIPRe9mretl Cary. State YOUR 1LFHHtlG24-ftwrers will appear on invoice.) IFHOLOATFEDEXLOCATION, PnrrtFEDEXAct .. Street Co r13Cg(A Address A✓MENT 1OBill Sender 2T-LI Bill RecpienYS FetlEx Acd. No. 37 Bill 3N Party Fetl6Acct ❑ill Cre No. 4Btlil CaM City -$tale S�Cae" I - heck u; SERVICES DELIVER YAVDSPECIAL HANDLING PACKeces WEIGHT 4DUHUECLAHEU Emp. No. - Date (Check only One box /Chepp'services required) F I" YALUf -� -"-- nlNIT jVgE=k k (s¢eigAp Cash Received ¢arenorm re"e>a menloyN Nevanerm lW mavYeracon. ..1 V�*104e �. n-osxmnyessa,�, ❑NOlDA7FfDfXInDDA7lONWEfKDAY 4-� Relum Shipment ,y�l 171� AOK4 51 � DTNfR (Fill In Section M fh 41 OTHER PACKAGING PACKAGING 2 +s+ DfLIYfRWffKOAY I" r_ r sQFEDExIETER° ss TWO Li Oany o ❑FFOEXLfnER OChg,ToDel. �{ 12Daarrc;-<, - StreetAddress FEOfXPgK• $p - -- - (n Lrl !' ffDEYPAK` 31 E]HOLDAIFEDEXIOCATIONSATURDAY '-� E3 C3 I3 orectEr8i 1 530 FEDEX80X fFllnsernooro ' f4,DIFEOfX TUBE 54 3❑ DELIVER SATUROAY iota) City rU rU ®FEOEX TUBE S,"e w,p,/lrvm,�a laei ITotal Total- State q, J 9❑SATURDAYPICKLIP Ioemomuo I �/ y,I rod iwowrrcnev me.Inmcm., mLC rryYr _ fo-ira Gr1 Ftel r f ij LL/ 80 me,e l Received B AReRpUvfs Phi NPmber par,ImpoXMl{ LU ❑ ECONOMP• 46 ❑ GOUT 5oecralNs JNOD y LU LU m rLiream lennnin LET TER 4 DANGEROUS 1Mf (C 9 DOd SHP NI ba °e o v g 41 ❑ GOV'T G000 (en n pet. I yte/T w41w1 Nee01e Wel ht X A' 7opl AlC/GGf 6 ❑ ORYICE D ImB Received GaMce c....essc"I StIl Deus atonnoo-e Isn I ibs. FetlEx Emp10 ee be! ONDAT j2 / ee� sowY Nu I70�0✓ERN/GHT A Mks BRN le15 Sur I Dl FRBGHI 80 Df0-OqY' . x ,xa +=F + A�1 e'7��°N �--�oneeM. 1 4Y e FRE/GHT'• � 1 k ..b X r O r O lR,'y4,J Ln In O h— O b—' RJ —i R/ -B IL N ru Tu USE THIS AIRBILL FOR SHIPMENTS WITHIN THE CONTINENTAL USA, ALASKA AND HAWAII USE THE INTERNATIONAL AIR WAYBILL FOR SHIPMENTS TO PUERTO RICO AND ALL NON U.S. LOCATIONS QUESTIONS? CALL 800-238-5355 TOLL FREE. 3atP`�yYY'� �!g§bb pp�yp �'^ � pepgrjmenUFlooe �'anm ,i�v'tii 4'4iF A�,sit5 l YOUR INTERNAL BILLING REFERENCE INFORMATION (oDNonal) (FOU24 characters Will aPPear on invoice) Ga.':•tca. .530 1tX.NO. ^`3`s'34 AYMENT 1Ed BIII Sender 2❑ BIII Recipients FetlEVAceL No. 3[—] Bill hid Pace FsEx Pal No. 4r 5❑CCash/ Or 49-40MIRM SERVICES DELLVERYAND SPECIAL HANDLING P^cuccsj (Check only one box) (Check services required) Prrnriy Ovorngtt S.rentlertl Ovamight ron norm.Iw:::mo rpri (are oyn.Iwsr ammo., ^'°sal�roarrtuvern WBdkdBy SeNiCe 1 ❑ HOLD ATFEDEXLOCATION WEEKDAY 1 a II t / HER ACKAGING 51 OTHER (FAIm3ecapn Hl 2 Q IVER WEEKDAY 160fEDEXLE77fR' 56❑HOFXLETTER' u "' l Saturday SOME$ 12 EJFEDFXPAK52 0FEDEXPAK' 31 ❑HOLOATFEOEXLOCATIONSATURDAY 13 ❑FFDFXBOX 53 ❑FEOEXflOX it in Sedi,n H) 14 FEDFX TUBE 54 ® FEOE1'TUBE 3 ❑ DELIVER SATURDAe So re )INw ueo2 9 ❑ SATUROAYPICK-UP I ell mralknsl Total' "+ rov,v,n amTwo-Day GoL r t _ Ll con, - rl mrm 30 ❑ ECONOMY' 46 ❑ GOV7 SFacLeLHandlmg '. IMail eenne vL ne Barem Naere. LETTER "m,n mnq : GOV'T o�,w a �nr 41 ❑P46MGE 4❑DANGEROUS G0005 (enemerp,,�-, 1 I ;,•_ am 6�DRYICE pang Freight Service s osnecesoevi s r rC❑FEIGHT' 80 TWO-DAY IArlre,eurvlMh x..- to ape Ill, ,. L m., fREI .. ',,livery '°pNreel GA .. .- .._ '--. L s _ ... AIRBILL PACKAGE TRACKINGNUMBER RECIPIENT'S COPY )i Name) Please Print Residents Phone NoMber (Vers In, i ., a r,�•" mY gR a v,.gtlmet)rt�lat BIII Credit Pee I s Glty wecxT j rouR occuREo rnro m YALDE Encti ce, (Ne O ❑ Cash Receiu r ❑ Return Shil -.0 ThiNPatly Street Address d277 Date Wei, 0 Chg To Hold I Florida Gas Transmission Company P. O. Box 1188 Houston, Texas 77251-1188 )713) 853-6161 January 7, 1994 Mr. Terry Virta Community Development Administrator St. Lucie County 2300 Virginia Ave., Room 203 Fort Pierce, Florida 34982 Re: Building Drawings Review Florida Gas Transmission Co. Phase III Compressor Station #20, 8701 Orange Ave., Ft. Pierce Dear Mr. Virta: �d 7' L ✓, 6�c h7k7q od fSa Oa,� AL-Uwcw dT , LG mac% Per our phone conversation of 1-7-94, attached please find copies of correspondence sent to you on December 20, 1993, and the response received from Mrs. Jan Urso. I am also enclosing a check for the amount of $150.00 to cover the commercial plan review fee and an application for a building permit that will be completed by the selected contractor to fully meet the County requirements for commercial construction. Your review of the drawings at this time is requested so that compliance with all your technical requirements is assured prior to the contractor's involvement in the project. As soon as the contract is awarded, we will instruct the contractor to pursue the final permitting requirements. Please do not hesitate to call me at (713) 853-7097 or Ron Wood at (713) 853-4764 if you have any questions, or if you consider it to be advantageous to have a member of Florida Gas Transmission staff meet with you and your team. 19, cc: Frank Diemont % Ron Wood A14 • Very truly yours, ohn C. Dubove Manager of Permits Florida Gas Transmission Co. y. Enclosures BOARD OF COUNTY COMMISSIONERS December: 27, 1993 Mr. Carlon Nelson Project Director, Phase III Project Florida Gas Transmission Company P. O. Box 1188 Houston, TX 77251-1188 Re: Building Plans, Compressor Station #20 8701 Orange Avenue, Fort Pierce Dear Mr., Nelsons COMMUNITY DEVELOPMENT ADMINISTRATOR TERRY L. MRTA, AICP We received three sets of the referenced plans via Federal Express directed to the attention of Mr. Terry Virta, community Development Administrator. I previously spoke with a member of your staff advising that plans review can only take place accompanied with a completed building permit application executed by a licensed contractor. I'm sorry you were not made aware of this. However, because the plans are so bulky I will retain them in my office pending receipt of the application. A $150 1plans review fee will be required when the application is submitted. In the event you have not already received same, an information sheet is enclosed to assist you when applying for a commercial building permit. Upon receipt of the application we will process the permit as expeditiously as possible to assist you with time constraints. In the meantime, if I can be of further assistance please feel free to contact me. Sincerely, Jan urea ���' pEC 1993 =�`' Zoning Supervisor REpiul®ED c ana8ement JU:sr �r f/ Enclosure : •'.;-::='_`• o. 5 HAVERT L. FENN, District No. 1 • IUDY CULPEPPER, Dlstrict No. 2 • DENNY GREEN, Dlstria Nc, D • R. DALE TREFELNER, District No. 4 • CLIFF DARNES, Dwrict N, 230D Virginia Avenue • Fort Pierce, FL 34982.5652 Adminisrrcror: (407) 468.1590 • Growth Management: (4C7) 468.1553 • Planning: (407) 468-1576 Codes Compliance: (407) 468-1571 t) Florida Gas Transmission Company P O. Box 1188 Houston, Texas.77251-1188 (713) 853-6161 December 20, 1993 V1Rril Mr. Terry =nt— Community Development Administrator 2300 Virginia Avenue, Room 203 Ft. Pierce, Florida 34982 Re: Building Permits Florida Gas Transmission Co. Phase III Compressor Station No. 20, 8701 Orange Avenue, Ft. Pierce V1R7'y Dear Mr. Florida Gas Transmission Company (FGT) plans to add one building at its natural gas compressor station located near Ft. Pierce in St. Lucie County, Florida. The purpose of the building will be to provide shelter and noise attenuation for a new compressor unit and supportive control equipment. The Board of County Commissioners of St. Lucie County, Florida, approved on October 12, 1993, a resolution granting a major adjustment to an existing conditional use to allow for these improvements to the subject station. FGT was then advised that FGT's next step is to secure building permits from your department. Your review and approval of the enclosed documents is respectfully requested so that building permits can be issued once a contractor is selected. FGT understands that the contractor must submit completed building permit applications prior to issuance of building permits. Please find enclosed three sets of applicable building plans and elevations, structural fabrication, foundation and electrical drawings. Please do not hesitate to call Frank Diemont,Manager of Compression Design, at 713-853- 3870 or Ron Wood at 713-853-4764 if you have any questions. Very truly yours, Carlon Nelson Project Director Phase III Project cc w/o encl.: Frank Diemont, John Dubove, Ron Wood An ENRON/SGNAT Affiliate `SFR Plan Review Fee $50.00 'Commercial Plan Review Fee S150.00 PR #: `Certificate of Capacity Fee $25.00 (Office Use Orgy) Building Pem»t Fee Based on Value ST. LUCIE COUNTY APPLICATION FOR BUILDING !PERMIT AND CERTIFICATE OF CAPACITY PERMIT NO_: (Office Use Only) C OF C #: (Offi(&e Use Oniy) REFERENCE # INSTRU,_ CTIONS: r+• •. • 6" 1 • • i• I • :11 He • • r_ r ► • _ •. u + •-.I s• , IS PIN 1./ 1 •.• -• office • i 1 • Monday through Friday. buildingAll aWkafiOns for •G b �I' .1• • rn • ►• . ►►a• c• • • • ► 2 .• .1 a . • •. •CInL + • • • • •' aFF 1 .d IR 11 •: •- •. �, •' r. Ic• "yam- y For new residences and new •• ►. Certificate of Ocapancy. Please Agm •f •P: _ f 1 -• .a'Tier �••. 1 1 ••. WHERE FILL IS USED, THE PROPEFITY OWNERS SHALL BE RESPONSIBLE FOR ASSURING ADEQUATE DRAINAGE _SO ADJACENT PROPERTIES W111 .NOT BE ADVERSELY AFFECTED. (ORD. NO %A4. PTA. 6-28 M) When scheduling inspections, call Inspections @ 467_2172 .A Plans Review Fee and the application. Certificate of Capacity Fee are Payable upon submission of this PLEASE PRINT- DO NOT COMPLETE SHADED AREAS- DATE: USE BLACK OR BLUE INK ONLY. PROJECT INFORMATION PROJECT ADDRESS: _8701 Orange Ave.. Ft. Pierce, Fl 34945 SITE PLAN/PROJECTNAME Florida Gas Transmission Compressor Station #20 no PROPERTY TAX ID PARCEL SIZE (ACRES OR SQ FT) 54.32 Acres LEGAL DESCRIPTION See Attached OWNER NAME Florida Gas Transmission Co. ADDRESS: P.O. Box 1188 - - CITY Houston _ STATE: Texas _ ZIP: 77-251-1188 PHONE # 713 853-7097 IF THE FE EZIMPLE TMEHOLDER (PROPERTYOWNEROIS DIFFER_ ENT FROM THE OWNER LISTED ABOVE; PLEASE FELL IN NAME AND ADORNS IOW. FEE SIMPLE TITLEHOLDER: — ADDRESS:" --STATE- Zits. _cgs- 91" PERMIT INFORMATION LOCATION: 8701 Orange Ave., Ft. Pierce, Fl 34945 LOT SIZE DIMENSIONS: Approximately: 1856 ft. X i273 ft. BUILDING SETBACKS (ACTUAL): FRONT 736.5 ft. REAR 474.25 ft.R.SIDE 1014,7 ft. LSIDE 777.8 ft. SQUARE FOOTAGE OF CONSTRUCTION:. 3953 DESCRIPTION OF WORK: Add building to shelter a natural gas compressor and associated equipment. PROPOSED USE Natural Gas compressor station TYPE OF CONSTRUCTION/DEVELOPMENT ORDER: (CHECK ALL APPROPRIATE AREAS) RESIDENTIAL: COMMERCIAL- INDUSTRIAL- , OTHER NEW CONSTRUCRONt EXPANSION OF EXISTING BLDG. x INTERIOR REMODELING: OTHER (SPECIFY): —� EST_ COST: $800,000 EST COMPLfRON 12/30/94 STATE OF FL REG./CERT #: COUNTY CE RT BUSINESS NAME FLORIDA GAS TRANSMISSION COMPANY ADDRESS- CIfY_ STATE ZIP: PHONE #: ARCHI YENGINEER: ADDRESS: CITY: 71P: PHONE # BONDING COMPANY_ N/A ADDRESS: CITY - MORTGAGE LENDER N/A ADDRESS: CITY: --- STATE STATE ZIP: STATE ZIP. A Application is hereby made to obtain a permit to do the work and installations as indicated, and to Obtain a certificate of capacity, if applicable for the permitted work. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will bo performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit - anus±- tb secured for ELECTRICAL, , PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS ETC. The following building , swpermit applications are exempt from the concurrern;y test , accessory structuresiroom additions accessory to anottdrmming pools. fences, walls, signs. screen roonts, utility substations & ;non-residential use. OWNER'S AFFIDAVIT. 1 certify that all the foregoing oinformation is accurate and that ,al! work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORDA NOTICE OF COMMENCEMENTMAYRESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR LENDYOU FINANCING, CONSULT WIR PROPERTY IF YOU INTEND TO OBTAIN TH ER OR AN OUR NOTICE OF COMMENCEMENT ATTORNEY BEFORE RECORDING Y AS THE APPLICANT IF IT IS NOT YOUR RIGHT TTiI E. AND INTEREST THAT IS SUBJECT 70 ATTA— CH F THE AS A CONDITION Of 77 i1S PE�yR- YOU PRO_ IUISE IN GOOD FART I TO QEUVER A COPY RT THE ATTACHED �KNVSTRUCTiOtN IEN,. LAW .NOiiCE TO THE PERSON WHOSE PROPERTY IS SI3B 1ECTT0 ATTACHMEfl(i --- -- N 1 � � n, Florida Gas Transmission Co./John C. Di STATE OF f A -1-EXAC Mgr. of R "COUNTY OF a f f#RRIS /� The foregoing instrument was ���ET� FPP1/CAT/0,v adMOWIledged before me this q� day 0 a - r _ i9-; - �f//[ [ �f ZX EG U Tc,d ��Y to me or who has - - iDPX5l57SCt�-Ghnarrin,p ��/ �,�lE SEL EGTE�i °fir C ON71?)VcTO/1 AS S00.r/ ,95 0�t_Y 5f oR! S ype rurto oN—tary -- Th/f 'vvT.PA�1' /S Notay Public Tide Commission Number NOTE: TWO SIGNATURES ARE REQUIRE IF APPLYING AS A114 OWNMMUILDER, Ti- APPLICATION IN THE OFFICE LISTED ON 2 Two adjacent tracts, as follows: (1) The NW/4 of the SW/4 of Section 11, T35S, R39E, St. Lucie County, Florida; together with a Right of Way and Drainage Easement, over, on and across the following described premises, to -wit: The East twenty (20) feet of the SW/4 of the SW/4 of Section 11, T35S, R39E, all being in St. Lucie County, Florida; Less and except all Rights of Way for Drainage Canals and Public Roads. (2) The E/2 of the NE/4 of the SEM of Section 10, T35S, R39E, less the West 155.42 feet thereof and less a strip of land across the North side thereof; said strip being 73.2 feet wide at the East end and 72.5 feet wide at the West end, heretofore dedicated to the State of Florida for Road purposes. L ' A USE THISAIRBILL FOR SHIPMENTS WITHIN THE CONTINENTAL U.S.A:ALASKA AND HAWAII. I L(IF USE ME INTERNATIONAL AIR WAYBILL FOR SHIPMENTS TO PUERTO BICOAND ALL NON U.S. LOCATIONS TR,41 Mf (111RiRt QUESTIONS? CALL 800-238-5355TOLL FREE A 118811724, t�mg�Y �n e� V -. Dai&+.eY, - -. �4r"IL/Y��i7 �U�I q frj yrrgy, L� F, s. �m our anal ease nn Your Ph Number (Very impgtan To fReefpient's Name)Please Pnnt prPa M'PnoneN mlV ylmponem) h r -� erime or No COM an y' ° - Deparlm.7vFloor NO 1 sr.�uc.:'nL,a�/A�Ai. Adx v£, f1a ar _P - Sir 5s i � Exact Street Adtlress We Cennaf Ii�fd P08Rxe or PO Zip CadesJ .. x 't3/altl/JA_i�. city 1 Statel ZIPReyulrea f, �M staiji ppRegWred YOUR INTERNAL.BILL[NO REFERENCE INFORMATION (apflorlal) Finf2AcRBraders will rnro/ce.). IFHOLAT OffbIXlOCATI(1N, Print ddrBM y w 5.. Street Address AYMENTI.t, tlseaae:'2❑euneccersFear,Aafrvo. 37Bill amPerry FeaexAn, No aDBillCreanCera Ciry ,"4wtg-r_ 4�PSequBe4 ❑CesN, 1 �'i Crack 'i I Federal Express Use SERVICES DELNERYANDSPECIAL HANDLING AlPM�Bf KIWI I r6ufOfCUREO Bass Charges - (Check only one box) (CheckseNli required) a f M& 1 Vp(pf EMp, No, Rafe. }. SYenoa/dClernght (S¢sIX 'hg To Hole Declared Value Charge raa Price� f 1 law, NxroaNh It„„�,,. WBekdeySerdcB DWI Aeceiveli 77 OTHERmvmamp.N t ❑NOLDATfEOfXLOCAT10NWffXOAY r _ [[[f -��'�' PA XIBINC 51 ❑ OTMER fFJhn Senior H) _ VN ❑ Refum Shipment AHrer 1 P,ICKAO/NG 2 p IYERWF6Y'AY zlp l 16 FXLEOER•'SB ❑FEDEYLEAfR __ Third Party FEOIXPAA" 52 '���BYServlce Street Address Chg TO Did ❑Chg ToN/�B�d. QQ ' 72 �FEDEXPAX` VpIC/G 130 37 ❑HOLOATFfOfX(OCANONBq `V L--L PEOEXBOX 53 7URDAY - _- FEOfXBOX ffill nSenlorM r� I tE �FEaEXrueE 54 ❑FEOfXTUBf g 3❑�mLelyADAY Total j -- CI'1 vial" � U N �,� ❑ nN PTaru I � ro1e� S�81B ' k� "F3'marn� Hare 0�� 46arrtr�t�(Ema i hafl TotalNve6 Q' rBme. ewanmce; ❑LE17FH 4 ,.le 41❑soy ❑�RCEaou ��r PACKAGE 3'000DS r 1+ °NCryn� {! REVISION DATE 1282 B❑ BN/".r tea/ 6 i So... H l h "xN% T bW.. V FORMP4111are� FXEM d93 Ire,..... F/BHT.. Pn � q BOARD OF COUNTY COMMISSIONERS December 7, 1993 Mr. John DeBove Manager of Permits Florida Gas Transmission Company P.O. Box 1188 Houston, Texas 77251-1188 COMMUNITY fi DEVELOPMENT �R�OP ADMINISTRATOR TERRY L. VIRTA, AICP Subject: Recorded copy - Resolution 93-189, Florida Gas Transmission Dear Mr. DeBove: Please find attached a recorded copy of Resolution 93-189 which grants a major adjustment to an existing Conditional Use for Florida Gas Transmission, Inc., to allow for minor improvements at the Orange Avenue compressor station and the addition of a new linear gas transmission pipeline adjacent to the existing gas transmission rights of way. If I can answer further questions, please let me know. Sinc , �t D 'd P. Kelly Planner HAVERF L. FENN, Disrrlcr No I • JUDY CULPEPPER, Dlsrricr No 2 • rna No. 5 DENNY GREEN, Dlsrricr No. J • R DALE iREFEINER. Dlsrricr No. d •CLIFF 6ARNE5. Disrnc 2000 Virginia Avenue • Fort Pierce, FL 34982-5652 Adminisrroror: (407) 468-1590 • Growrh Management (407) 468-1553 • Planning: (407) 468-1576 Codes ComPlionce: (407) 468-1571 JoAnne Holman, Clerk of the Circuit Court - St. Lucie County a- 2 8 7 9 OR BOOK 0869 ) PAGE O 0..4 .tj Fi Re e Number: hl nrded: 11 12-93 S:47 A.M. 0 EL y�<1 CIO, RESOLUTION NO.: 93-189 {, L hills ry ,: FILE NO.: BCC-93-003 t A RESOLUTION GRANTING A MAJOR ADJUSTMENT 8 TO AN EXISTING CONDITIONAL USE FOR 9 FLORIDA GAS TRANSMISSION, INC., 10 TO ALLOW FOR MINOR IMPROVEMENTS AT 11 THE ORANGE AVENUE COMPRESSOR STATION AND 12 THE ADDITION OF A NEW LINEAR GAS TRANSMISSION LINE 13 ADJACENT TO THE EXISTING GAS TRANSMISSION RIGHTS -OF -WAY 14 15 16 WHEREAS, the Board of County Commissioners of St. Lucie County, 17 Florida, has made the following determinations: 18 19 1. Florida Gas Transmission, Inc., presented a petition for 20 a Major Adjustment to an existing Conditional Use to 21 allow for minor improvements at the Orange Avenue 22 Compressor Station and for expansion of the gas lines 23 within and adjacent to the existing Right -of -Way. 24 25 2. The Florida Gas Transmission facilities located within 26 unincorporated areas of St. Lucie County are considered 27 to be "Existing Conditional Uses" under the provisions of 28 Sections 11.07.04 (G), 3.01.01 (D), and 3.01.03 (W)(7)(d) 29 of the St. Lucie County Land Development Code. 30 31 3. The proposed Major Adjustment is in substantial '-3--3,2 conformity with the Existing Conditional Use. *=�3 34 4. On September 21, 1993, this Board held a public hearing 35 on the petition, after publishing a notice of such R 36 hearing in the Port St. Lucie News at least 15 days prior '-J 37 to the meeting and notifying all owners. of property 38 within 500 feet of the subject property by mail, at which 39 time the Board continued further review of this matter 40 until October 12, 1993. 41 42 5.On October 12, 1993 this Board reconvened the,, public l 43 hearing on this proposed Major Adjustment to an Existing 44 Conditional Use. 45 46 47 NOW, THEREFORE, BE IT RESOLVED by the Board of County 48 Commissioners of St. Lucie County, Florida: 49 50 51 A. Pursuant to Section 11.07.05(E)(2)(b) of the St. Lucie Cdgnty the 52 Land Development Code, the proposed Major Adjustment td 53 an Florida Gas Transmission facilities is approved as shoJn on 54 the site plan drawings prepared by the Enron Pipeline Gity 55 56 dated March 25 1993 and submitted to the ' Commun ion Development Department on July 7, 1993, and for the addit Page 1 } 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 of a new linear gas transmission line adjacent to the existing gas transmission right-of-way. B. The property on which this Major Adjustment to an Existing Conditional Use is being authorized on the following described properties: See Attached Exhibit C. A copy of this resolution shall be attached to the site plan drawings described in Section A, which plan shall be placed on file with the St. Lucie County Community Development Administrator. After motion and second, the vote on this resolution was as follows: Chairman Judy Culpepper ABSENT Vice Chairman R. Dale Trefelner AYE Commissioner Havert Fenn AYE Commissioner Cliff Barnes AYE Commissioner Denny Green AYE PASSED AND DULY ADOPTED this 12" day of October 1993. ATTEST: DEPUTY_,CLERK 93-189 DJM BOARD OF COUNTY COMMISSIONERS ST. LUCIE COUNTY, FLORIDA APPROVED AS TO FORM AND CORREc TNESS: h Page 2 et F v 0 0 0 0 I v D n m 0 0 t, U t • LEGAL DESCl2I p-t•ION NO__„ Sl. Lucie County Legal Deseriations 0 Compressor Station 20 Site- � as 0 Two adjacent tracts, as follows: 0. x (1) The NW/4 of the SW/4 of Section 11. T35S, R39E, St. Lucie Coun 0 together with a Right of Way and Drainage Easement, over, on and Florida; OD following described premises, to -wit: across the The East twee 20 $ ( ) feet of the S W/4 of the S W/4 of Section 11, T35S, R39E all being in St Lucie County, Florida; a Less and except all n ceP Rights of Way for Drainage Canals and Public Roads.nr (2) The E/2 of the MU4 of the SFJ4 of Section lo, 7'35S R39E, Iess the West 155.42 feet 0 thereof and less a strip ofland across the North side thereof; said stri0 wide at the East end and 72.5 feet wide at the West en p being 73.2 feet State ofFlorida for Road purposes d> heretofore dedicated to the Ot Pinehnng Route- aboe v�ana� a point's le Lucie County within the Compressor Station 20 site described running thence: (1) Southerly and easterly through Section 11, To point near the dew of Section �p 35 South, Range 39 East to a eclion 14. Township 35 South, Range 39 Fast, thence: (2) Southerly to a point near the center of Section 23, T East, which point is the point of intersection with th Township 35 South, Range 39 Florida Turnpike, thence: gk-0north-way tine of the (3) Southerly and easterly along the north right-of-way poiline of the Florida Turnpike to a point is the Martin County point on the south boundaryof Section 34, Township 37 South, Range 40 East, which Line, thence: (4) Southerly and easterly into Martin County- In SL Lucie County, a length of 17.64 miles, more or less. SPECIFICATIONS Primary and Secondary Framing The buildings shall be rigid frame, purlin and girt construction, with tapered rafters and straight columns. Primary steel shall be fabricated from structural plate. — The "AISC Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings" relating to design requirements and allowable stresses shall be utilized in the rigid frame design Secondary framing, purlins, girts, etc., shall be fabricated from cold —formed material. — The "AISI Specifications for the Design of Cold —Formed Steel Structural Members" shall be utilized for cold —form member design Design Load Criteria The following loads have been considered in the buildings' design: — The dead load of all structural materials which form a permanent part of the completed structure — Roof live load of 30 PSF — Wind load of 40 PSF — 17—ton crane load — Combinations applied as recommended by SBC/MBMA Finish of Primary and Secondary Members All primary and secondary structural steel members shall be sond—blasted in accordance with SSPC SP-6 and shall be painted with: — One (1) coat of Volspar 13 R 28 zinc molybdate iron oxide primer, approximately 2 mils D. F. T.. and — Two (2) coats of Valspor 21 series silicone alkyd enamel, approximately 1.5 mils D. F. T. each — The total paint system sholl be approximately 5 mils D. F. T. — The color shall be as indicated on the Color Schedule Paneling The exterior roof and wall panels for the Compressor Buildings shot[ be R—profile panels, rolled from 22 gauge coil material — Finish shall be silicone polyester over Galvalume substrate — The roof color shall be white — The wall color shall be a blue selected from the manufacturer's standard color chart The interior roof and walls of the Compressor Buildings shall be fully lined with R—profile panels rolled from 26 gouge coil material. — The panels shall be perforated with 23% open area — Finish shall be silicone polyester over Galvolume substrate — The color shall be white Stainless steel self —drilling fasteners, pointed to match the panels, with loose steel and neoprene washers, shall be used to attach the panels to the secondary members. Acoustic Insulation See Cross Section on Drawing A-4. The roof of the building, starting from the exterior, shall be insulated with: — 3" thick, 0.6 PCF density, R-10, white vinyl backed fiberglass, with a Flame spread rating of no greater than 25; — 2 PSF metal septum panel; — 2" of 6.0 PCF density mineral wool; — Final layer of 2" thick, 3.0 PCF density fiberglass The walls of the building, starting from the exterior, shall be insulated with: — 3" thick, 0.6 PCF density, R-10, white vinyl backed fiberglass, with a flame spread rating of no greater than 25; — 2 PSF metal septum panel; — 2" of 6.0 PCF density mineral wool; — Final layer of 2" thick, 6.0 PCF density mineral wool Trim Exterior trim, flashing, gutters and downspouts shall be fabricated from 24 gauge coil material. — Finish shall be silicone polyester over Golvalume substrate — The color sholl be white Interior trim and flashing shall be fabricated from 26 gouge coil material. — Finish shall be silicone polyester over Golvalume substrate — The color shall be white General Notes Closed cell, pre —formed closure strips having a profile matching the panel configuration shall be provided for weathertightness at the eave, rake and ridge. A bent of full and typical size sholl be used at both ends for added structural integrity, with typical connections for girts and purlins to facilitate future extensions. Endwall materials shall be designed and connected so as to be easily removable and reusable. A325 high —strength bolts, zinc plated with yellow dichromate, sholl be a minimum of 3/4" diameter for connection of primary members. A307 bolts, zinc plated, sholl be a minimum of 1/2" diameter for connection of secondary members. ACCESSORIES Crane OOne (1) underhung, double girder design, 17—ton capacity bridge crone with: — 51'-8" span, 19'-0" hook height — Single speed air operated bridge, trolley and hoist; 50 FPM, 50 FPM, and 7 FPM, respectively — Bridge and trolley are provided with bumper and rail sweep — Maintenance platform for lighting access — Hoist: Make — Detroit with piston —type motor, Western Mechanical brake, and 4—part 1/2" dio. wire rope. Hoist includes upper limit switches and true vertical lift. — Double payout hose reel located on bridge beam, with hose tray — Pendant control suspended from hoist — Bridge crane mechanical to be standard construction; no spark —resistant features have been included — Vane type motors shall be provided on bridge and trolley drives with drag brakes Doors BO Four (4) 3070M Ceco Medallion steel personnel doors, each with: — STC 36 rating — Stanley 1 1/2 pair butt hinges, FBB168—USP, 4 1/2 x 4 1/2 NRP - Russwin panic exit device, 736 x 8415 Rockford US26D — Russwin closer, P2820XD-4—SBL—SNB — Trimco kickplate, 8 x DW-2" US32D .050 — Ives stop, 444826D — Pemko threshold, 277ANV — Pemko set weatherstrip, 306AV H&J — Doors shall be painted with manufacturer's standard factory —applied primer — Finish point, if required, shall be by others OTwo (2) ll'—O" x 12'-0" insulated, roll —up doors with: — Both operators to be inside —mounted — One door to be exterior —mounted; one door to be interior —mounted — Door shall be painted with manufacturer's standard factory —applied primer — Finish point, if required, shall be by others Ventilation OD Three (3) direct drive, wall —mounted propeller supply fans with: Explosion —proof motor, suitable for operation in o Class 1, Group D. Division 1, classified area Acoustical silencer with mounting flanges on each end, pointed to match building color Acoustically insulated 90 degree elbow rain hood Four (4) roof peak —mounted hooded gravity relief vents with: — Acoustically insulated hood and throat — Acoustical silencer extending into building, 5'-0" +/— below the purlin line i — Prefabricated, insulated, galvanized steel roof curb for peak mounting to match roof pitch, with standard flat flashing — Hood and curb painted to match building color Framed Openings OTwo (2) framed openings on the north elevation. OFour (4) frrmed openings on south elevation. NOTE: PLEASE CONFIRM THE COLOR/FINISH REQUIREMENT: Primary Structural Members: Secondary Structural Members: Roof Panels: White Wall Panels: Blue Liner Panels: White Rake Trim: White Gutters: White Downspouts: Blue Exterior Wall Trim: Blue Liner Trim: White Fan Silencer and Intake Hood: Blue Hood and Curb: White Personnel Dcars: Manufacturer's Standard Primer Roll Doors: Manufacturer's Standard Primer Crone: Safety Yellow 1 4 /� % �� ti t�(Ol 4" ST. LUCIE COUNTY BU1Li31Nia DIVISION I I FI)F1 COMPLIANCE�r S18x54.7 / RUNWAY ' "FKIVIIT JOB OR ._ :E MADE CRANE STOP LOCATED ON It OF COLUMN. TYP. EACH END. DETAIL "1 " )'TRUCTURES 77 (713) 531 -2800 THIS DRAWING 1S PROPERTY OF STANDARD INDUSTRIAL STRUCTURES CORPORATION SXS`ORS HOUSTON, TEXAS. C P and is loaned with the understanding that STANDARD INDUSTRIAL STRUCTURES CORPORADON it will not be copied or reproduced or used for any purpose other than for which it was originally intended. ST. LUC1 COUNTY -FT. PIERCE FIRE EV NTIOM BilREAI(i REVIEWED _1 N 11AYD FOR CODE COWLIANC REW PHONE 146 7.2312 DATE; / SUBJECT TO- 1. ST. LUCIE CO. —FT. PIERCE FIRE PREVENTION CODE 2. N.F.PA. LIFE SAFETY CODE-101 3. STATE FIRE MARSHAL'S R Q R jig FLOOR PLAN COMPRESSOR BUILDING FLORIDA GAS TRANSMISSION COMPANY FT. PIERCE, FLORIDA (COMPRESSOR STATION No. 20) DRAWN CHECKED APPR'D. FILE No. SHEET No. JOB No. IRE I.J. I 1 940Al Al OF 4 940 T6 ®m i T. I io FIN. GRADE EL. 22'-0 12 3� I 0 O X LL a 3 a LL 0 a I I Ir i Ir-11 N r— i Ir—�1 I Ir—j Ir-jII I Ir—�1 o Ir-7, Ir—�I rr—�1 -------------------�-7-------- ------ j! I n n Ir-11 I, II Ir-11 it 11 Ir-I Ir-„ u- 11 Ir-lI II II I --it I r-----,1 I r-ZIJ1-----it- ; r—j-`--j------u I r—j Ir—JI, Ir—J, Ir—�1 Ir—�I r--T, Ir—j, , Ir-�I x Ir-�1 x Ir-�I r—ii 3 Ir—�I Ir-�I Ir-�I I r--I I DOWNSPOUT (TYP. ) I I i' �Il.il �II li� II ; 1 II j EAST ELEVATION COLUMN LINE 4 WEST ELEVATION COLUMN LINE 1 C 8"0 AND SMALLER PENETRATIONS DT HAVE FRAMED OPENINGS 10ULD BE INSTALLED AFTER rIC WALL SYSTEM IS IN STANDARD INDUSTRIAL STRUCTURES COLUMN LINE A 1= T T 4 1i II I Il II II 'i I 1, 117 ..,! , I I ! 4 3x3xl/4"� I, I! \ UNIT ' I! :i i I 11'-7" i CUSTOMER PROVIDE I 11 it DIMENSION. I if i1 4'-3 3/8" I II 1 I it 2'-4" 2 7" 2'-1" 2'-4" I I II i ----------- — — --- �`V f fx� I %n'%a 3'-3" v 24"01('I I ` I y/3a 11 L_ J I k�, I L ,y/ 4' 3„ 3'-6,. z4"0 �/ I PENETRATION 36"0 PIPE W/5" INSUL. 5-5 15/16" 2 1/4" If _N (2) 6„000 I I I o 0 0 9 -- ------------- ✓//= \\ m / \ 0 -71I I �� � i if lit , 11 1� i / ° 4.,0 �� I' it �i'I 11 ! I� jl L I j 'I // r n ------------ 2'-10 1 4" NOTE: FIELD VERIFY ADDITIONAL, SOUTH ELEVATION SMALLER, PIPE PENETRATIONS. COLUMN LINE D THIS DRAWING IS PROPERTY l "&L II,: of STANDARD INDUSTRIAL STRUCTURES ELEVATIONS CORPORATION COMPRESSOR BUILDING HOUSTON, TEXAS. CORP FLORIDA GAS TRANSMISSION COMPANY and is loaned with the understanding that STANDARD INDUSTRIAL STRUCTURES CORPORATION FT. PIERCE, FLORIDA (COMPRESSOR STATION NO. 20) it will not be copied or reproduced or used for any purpose other than for which it SCALE DRAWN . APPR'DFILE No. SHEET No. JOB No. REV. was originally intended.CHECKED 3 16" = 1' .M.B. J 940A2 _ --- A2 OF 4 940 B DATES 9 7 93 �� u 9 3 i CORPORATION 2000 DAIRY ASHFORD, SUITE 600 HOUSTON, TX. 77077 (713) 531-2800 O Q0 'O 1 ELEV. 23'-4 1 ROOF SLOPE EAVE HEIGHT & PEAK HEIGHT REVISIONS m � r Q o � � m z � o- W o w 0 0 0 0 0 c� w = Q Q I � � S ON N N 11 1/Z' q' —0 12 —11 1�2 1 4 O' —0 N 4 4' lit MAXIMUM LIMITS OF -- — EXHAUST HOOD PLENUM 4' 7" N_ M I � M f 7 '7/16" 42" HIGH HANDRAIL FOR LIGHTING ACCESS PLATFORM r— 3" 2'-11" 2' 3" 51'-8" CTR/CTR OF RUNWAY BEAMS O s 360 PIPE W 5" INSUL. (BETWEEN COLS. #2D &#3D) OPERATING FL001 1" GROUT — EL 23'-6" SECONDARY FRAMING 1 r-0 PURLINSc, 10Z2 1/2x14GA — 2'-5 1/2" LAP SIDEWALL GIRSS: 1OZ2 1/204GA — 2'-5 1/2" LAP ENDWALL GIRTS: 10Z2 1/2x14GA — 2'-5 1/2" LAP EAVE STRUTS: 10[ 5x14GA FLANGE BRACES: L2x2x1/8 RUNWAY BEAMS: S18x54.7 W/ PL 3/8"x 5" AND C1Ox15.3 CHANNEL ,STANDARD INDUSTRIAL STRUCTURES CORPORATION 2000 DAIRY ASHFORD, SUITE 600 HOUSTON, TX. 77077 (713) 531 -2800 r� ■ r 62'-0" OUT/OUT STEEL FINISHED FLOOR ELEVATION 23'-0 .1W211110 1°1 THIS DRAWING IS PROPERTY OF STANDARD INDUSTRIAL STRUCTURES COMMUNITY DEVELOPMENT ST. LUCIE CO. fL HALF CROSS SECTION THIS COLUMN ® to 2A 2D 3A 3D CORPORATION HOUSTON, TEXAS. and Is loaned with the understanding that STANDARD INDUSTRIAL STRUCTURES CORPORATION it will not be copied or reproduced or used for any purpose other than for which it was originally intended. HALF CROSS SECTIONS COMPRESSOR BUILDING FLORIDA CAS TRANSMISSION COMPANY FT. PIERCE, FLORIDA (COMPRESSOR STATION No. 20) LZWN CHECKED APPR'D. I FILE No. I SHEET No. I JOB No. REV 940A3 A3 F 4 940 C i 9-7-93 1�1 �.. ERECTOR NOTE: INSULATION TO BE INSTALLED W/ VINYL BACKING TOWARD INSIDE OF BUILDING PEAK PANEL — TYPICAL ROOF INSULA ION 3 1/2", 0.6PCF BLANKET INSULATION — ROOF PANEL 1 1 /2" AIR SPACE 1 1/2 2 PSF METAL SEPTUM 2", 8 PCF MINERAL WOOL INSIDE CLOSURE STRIP 2", 3 PCF FIBERGLASS GUTTER - — _-- _— — GUTTER STRAP CAD 3'-0" CTRS LINER TRIM LINER TRIM LINE PANEL I I I I TYPICAL WALL IN TION 3 1/2", 0.6PCF BLANKET INSULATION ' 1 1 /2" AIR SPACE WALL PANEL I 1 1/2", 2 PSF METAL SEPTUM 'x ; 2", 8 PCF MINERAL WOOL 2", 8 PCF MINERAL WO L I , I , I LINER PANEL- FIELD DRILL 5/16"OHLS I AT 5'-0"t CTRS ' I FOR 1 /4" Ox2" DRIVE PIN I , , ° e ..1 ° SECTION @ SIDEWALL RAKE TI RAKE A OUTSIDE CLOSUR STRIP SECTION @ RAKE (INSULATION NOT SHN. FOR CLARITY) i F11S'U1D D FOR PERMIT FOR APPROVAL INO.1 REVISIONS RIDGE \ FLANGE BRACE CLIP I is SCREW SCHEDULE MEMBER SCREWS: ROOF AND WALL MEMBERS AT 12",0/C. EAVE AND PEAK MEMBERS AT 6" O/C. FRAMED OPENING MEMBERS AT 12" O/C. STITCH SCREWS: SIDELAPS AT 18" 0/C. RIDGE EXHAUST VENT HOOD AIR FLOW OUTSIDE I CLOSURE 'y' - STRIP LINER PANEL LINER TRIM — DETAIL AT EXHAUST VENT FI LINER P) (NER PANEL BRACE NOTE: (2) 1/2"0 x 1" A307 BOLTS MUST BE INSTALLED THIS END OF CLIP (TYP) W, WALL PANEL LINER PANEL HEAD TRIM —HOOD II � II II II it IrvII II DOOR CURTAIN HEAD WALL PANEL LINER PANEL JAMB TRIM WALL PANE HEAD TRIM WALL PANEL JAMB TRIM DOOR CURTAINS JAMB SECTIONS (9 ROLL UP DOORS (INSULATION NOT SHN. FOR CLARITY) STANDARD INDUSTRIAL SrIRUCTUP. S CORPORATION DAIRY ASHFORD, SUITE 600 HOUSTON, TIl . 77077 (713) 531 -2800 SECTION @ CORNER (INSULATION NOT SHN. FOR CLARITY) THIS DRAWING IS PROPERTY OF STANDARD INDUSTRIAL STRUCTURES CORPORATION HOUSTON, TEXAS. and is loaned with the understanding that it will not be copied or reproduced or used for any purpose other than for which it was originally intended. SILL TRIM WALL PANE H EAD JAMB SILL LINER PANEL HEAD TRIM LINER PANEL JAMB TRIM SILL TRIM LINER PANEL SECTIONS @ FRAMED OPENING (INSULATION NOT SHN. FOR CLARITY) WALL PANEL — 1 i— LINER PANEL WALL PANEL 838CORP STANDARD INDUSTRIAL STRUCTURES CORPORATION SCALE 112, = 1 HEAD TRIM HEAD HEAD TRIM RAM LINER PANEL WALL PANEL — �4 i— JAMB TRIM DOOR FRAME JAMB TRIM JAMB CAULK ....._�....s.-.,�.._ D 9 WIj4 I - Dot; 2 i m IUUU SECTIONS @ WALK DOOR (INSULATION NOT SHN. FOR CLARITY) r I SECTIONS COMPRESSOR BUILDING FLORIDA OAS TRANSMISSION COMPANY FT. PIERCE, FLORIDA (COMPRESSOR STATION N0. 20) DRAWN CHECKED APPR'D. FILE No I SHEET No. I JOB No. REV. ®,F.B. 1 940A4 A4 OF 4 1 940 B 2 1'-4 1/2" 0'-4 SEE DETAIL "I" (TYP. UNL. NTD.) F[B B ELEV. 23'-16/"7 O (AD M _ —SEE DETAIL "4" 3" 4" SLOPE N of I I 13'-7 1/2" 6'-8 1/2„ EL. 23'-6" EL. 23'-9' TRUCK WE L ait I s cV N oISEE o r N LC^ DETAIL "X" THIS DWG. LAYDOWN AREA �,J M N EL. 28'-6" I tLA ram I I SEE DETAIL "2" 0 I m &_ I Q '-3 1 SEE DETAIL "2" I N �N SEE DETAIL "3" (TYP. AT (4) WALK DOORS) N 1 -' 1 1/2" J *_J] 10'-0" 3'-0" 7'_4„ V-4 1/2" 20' 4" C ISSUED FOR PERMIT SAW 11 11 93 B REVISED PER CUSTOMER COMMENTS - ISSUED FOR APPROVAL I.J. 09 13 9 A ISSUED FOR APPROVAL VR 8 7 93 NO. REVISIONS B4 I DATE 3 20' - 4" N z � N � `ter i �— — EL V. 23'-6" 4 20'-4" 1'-4 1/2" 16 1 3'-0" 1'-3" 1 1/2' FIC Al I I I 8' -9 1/2" I I SEE DETAIL "2" '-3 1 0 Ln I FIN. FLOOR EL. 23'-0" I 2" SEE DETAIL "2" I I LAYDOWN AREA EL. 28'-6" SEE DETAIL "1" (TYP.) (TYP. UNLESS I NOTED) I I ELEV. 23'-6" I I I C" r- N z =J 20, - 4,, 63'-9" OUT/OUT C NCRETE _ ANCHOR BOLT SETTING PLAN STANDARD INDUSTRIAL STRUCTUR] CO P',PORATION 2000 DAIRY ASHFORD, SUITE 600 HOUSTON, TX. 77077 (713) 531 —2800 W I W U Z 0 U O � I _rn 0 0 > W J W L Z 0 J CO CO W 0 W 0 W 0 0 PLAN DETAIL " X " ANCHOR BOLT SCHEDULE SYM. QTY. DESCRIPTION THRD. PROJ. 48 1"0 ANCHOR BOLTS 4" 4" 4 5/8" 0 ANCHOR BOLTS 2" 2" NOTE: SLAB MUST BE SQUARE AND LEVEL. ANCHOR BOLTS, SHIMS, GROUT AND ANY OTHER EMBEDDED ITEMS TO BE BY OTHERS. ACCESSORIES REQUIRING ANCHOR BOLTS TO BE ANCHORED WITH 1/2"0 KWIK BOLTS AND BASE CHANNEL TO BE ANCHORED WITH 1 /4" 0 x 2" DRIVE PINS SUPPLIED BY SISCORP AND INSTALLED BY BUILDING ERECTOR. REFER TO DWG. F2 OF 2 FOR SECTIONS AND DETAILS. THIS DRAWING IS PROPERTY OF STANDARD INDUSTRIAL STRUCTURES CORPORATION HOUSTON, TEXAS. and is loaned with the understanding that STANDARD INDUSTRIAL STRUCTURES CORPORATION it will not be copied or reproduced or used for any purpose other than for which it was originally intended. ELEVATION COLUMN REACTIONS H —► A E t­111111iii-H I V V LOAD CONDITIONS HA VA HE V E DEAD ONLY 1.9 10.0 -1.9 10.0 DEAD + LIVE 7.1 28.3 -7.1 28.3 DEAD + WIND _ice -21.8 -20.9 -11.6 -1.9 DEAD + CRANE + 1/2 LIVE 7.0 52.8 -7.0 52.8 DEAD + 1/2 WIND + CRANE 1 -8.0 28.1 -8.8 14.2 NOTES: 1) LOADS IN KIPS 2) POSITIVE IN DIRECTION OF ARROWS 3) COLUMN REACTIONS COMPUTED FROM LIVE LOAD: 30 PSF WIND LOAD: 40 PSF CRANE SIZE: 17 TONS U.H. 19.3 K 1�• Ni 26.0 K 26.0 K 0014 DEYEV I BRACING REACTIONS ANC HOR BOLT SE TTING PLAN COMPRESSOR BUILDING PI-ORIDA GAS TRANSMISSION COMPANY FT. PIERCE, FLORIDA (COMPRESSOR STATION No. 20) SCALE PRAWN CHECKED APPR'D. FILE No. SHEET No. JOB No. REV. TS v RDS 940F1 F1 OF 2 940 C DATES Ott/07/93 08/07/93 1 L - - 1. ELECTRICAL CONDUIT OR DUCT BANK LOCATIONS WHICH CROSS ROADWAYS (EXISTING OR NEW) SHALL BE ENCASED IN CONCRETE. ALL OTHER DUCT BANKS SHALL BE COMPACTED SAND BACKFILL. 2. CONTRACTOR SHALL PERFORM FIELD CHECKS FOR COORDINATES, ELEVATIONS, AND DIMENSIONAL VERIFICATION OF 'DRAWINGS PRIOR TO FABRICATING PIPING SYSTEMS AND POURING OF CONCRETE FOUNDATIONS. CONTRACTOR SHALL EXPOSE ALL BURIED PIPING TIE-IN ',LOCATIONS AND DETERMINE ANY BELOW GRADE OBSTRUCTIONS WHICH MAY �XIST IN THESE AREAS AND WHICH ARE DELINEATED ON THE DRAWINGS.` EQUIPMENT DIMENSIONS SHALL BE DIMENSIONALLY CHECKED WITH REFERENCE TO DRAWINGS. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF COMPANY FIELD REPRESENTATIVE. ASSEMBLIES FABRICATED IN ERROR SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 3. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ENRON._ SPECIFICATIONS AND AS INDICATED ON THE DRAWINGS.^'_* $,b 4. UNDERGROUND INSTALLATIONS SfIALL BE NOT BE BACKFILLED WITHOU APPROVAL OF COMPANY'S FIELD REPRESENTATIVE. 5. ANY MATERIALS SUPPLIED BY CONTRACTOR SHALL BE APPROVED BY COMPANY FIELD REPRESENTATIVE PRIOR TO INSTALLATION. 6. ALL UNSATISFACTORY MATERIAL AND INSTALLATIONS SHALL BE REMOVED AND REPLACED BY CONTRACTOR ATj HIS EXPENSE. 7. ADDITIONAL EXCAVATION BELOW FOOTINGS MAY BE NECESSARY TO REACH SOUND SOIL. SHOULD THIS OCCUR,I THE EXCAVATION SHALL BE BROUGHT TO THE BOTTOM OF FOOTING ELEVATION WITH WELL COMPACTED SAND FILL. NINETY FIVE PER CENT (95%) OF SAND TO PASS A NO. 4 SIEVE. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT QUANTITIES OF MATERIALS WHICH COMPANY DOES NOT FURNISH. MATERIAL QUANTITIES SHOWN ARE OF PRELIMINARY STATUS AND SHOULD BE USED FOR "REFERENCE ONLY' 9. ENRON DRAWINGS SHALL GOVERN IN ANY DISCREPANCY WITH MATERIAL QUANTITIES. 10. ALL CONCRETE CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE ENRON STANDARD NO. 0550 ALL EXPOSED CONCRETE EDGE$ TO HAVE A 1" X 1" X 45 DEGREE CHAMFER 12. EXCEPT FOR THE COMPRESSOR, ENGINE FOUNDATION, CONCRETE SHALL HAVE A COMPRESSION STRENGTH OF 3,000 PSI AT 28DAYS AND SHALL CONFORM TO ASTM C-150 FOR PORTLAND CEMENT AND ASTM` FOR AGGREGATE. CONTRACTOR TO SUPPLY ALL CONCRETE 13. STEEL REINFORCING BAR SHALI CONFORM TO ASTM A6 �a ALL STEEL REINFORCING BAR IS TO) BE FURNISHED BY THE CONTRACTOR ! 14. THE EXCAVATION GRADING AND II EARTHWORK SHALL BE DONE IN ACCORDANCE WITH NOTE ON DRAWING NO. 120.50.603. 15. ALL SURFACE WATER SHALL BE PREVENTED FROM ENTERING THE EXCAVATIONS AND ANY WATER IN THE EXCAVATIONS SHALL BE REMOVED IMMEDIATELY. A WELL POINT SYSTEM MAY BE NECESSARY DURING CONSTRUCTION DUE TO HIGH WATER TABLE. CONTRACTOR SHALL FURNISH MATERIALS, INSTALL & MAINTAIN THIS WELL POINT SYSTEM. 16. CONCRETE SHALL BE PLACED AS QUICKLY AS POSSIBLE AFTER EXCAVATIO " FOR THE FOUNDATIONS, THE COMPACTED BACKFILL SHALL BE PLACED AS SOON AS POSSIBLE AND COMPACTED TO 95 PERCENT OF STANDARD PROCTOR DENSI PER SPECIFICATIONS. ANY FOUNDATION SOIL WHICH IS ALLOWED TO DRY OUT OR BE SUBJECTED TO PONDED WA ER SHALL BE SUBC, AND BACKFILLED WITH ADDITIONAL CONCRETE. 17. AREA TO BE GRADED TO I SLOPE GRADE AWAY FROM BUI DRAINAGE. 18. THE CONSTRUCTION OF ROADW NOTES & DETAILS ON DRAWINGS N 1 J .THE CONSTRUCTION OF FENCIN IN ACCORDANCE WITH CONSTRUCTIC 20. THE CONTRACTOR SHALL INST GROUND PIPE WHERE IT IS SUPP( 21. ALL UNDERGROUND ELECTRIC PRIOR TO PLACEMENT OF CONCF AREAS. REFER TO ELECTRICAL CONDUIT & PIPING LOCATIONS. 22. CONTRACTOR TO NS AS SHOWN ON DRAWING AT A MAXIMUM SLOPE AVAIL SHALL BE DOI 120.50.602 & IF REQUIRED SHALL BE D SPECS. 308. - " . PVC OR ROCKSF D BY CONCRETE CONDUITS AND PIPING FOUNDATION IN THEIR APPROPR LHANICAL DRAWINGS F TERIAL k�44k, Ag ALL FUEL GAS OR PROCESS GAS PIPING SHALL HAVE A HALF SOLE CONTINUOUSLY SEAL WELDED TO PIPE WHEN 'LICABLE, REGARDLESS OF DIAMETER, WHEN RESTING ON A CONCRETE OR STRUCTURAL SUPPORT. WEAR OR ,RING PLATES SHALL BE USED ON CONCRETE SUPPORTS. HALF SOLES WILL BE 1 /4' THICK, 90 DEC. SEGMENT, OF THE APPROPRIATE LENGTH TO ACCOMMODATE SURFACE A CONTACT PLUS 2" EITHER SIDE OF CONTACT AREA. ALL HALF SOLES SHALL BE FURNISHED BY CONTRACTOR NO ADDITIONAL COST TO COMPANY. LACED D STRAP CONTACT SURFACES. 4. CONTRACTOR TO FLASH AND FINISH ALL BLOCK OUT OPENINGS IN BOTH UTILITY AND COMPRESSOR BUILDINGS, AFTER INSTALLATION OF PIPING AND EQUIPMENT. 5. CONTRACTOR TO FURNISH ALL REINFORCED & UNREINFORCED CONCRETE REST BLOCKS AS SHOWN ON MECHANICAL RAWINGS. THESE BLOCKS ARE SHOWN ON BOTH THE MECHANICAL DRAWINGS AND FOUNDATION LOCATION PLANS. ADDITIONAL BLOCKS MAY BE REQUIRED AS DIRECTED BY THE COMPANY. 6. ALL STRUCTURAL STEEL SHALL BE FABRICATED IN ACCORDANCE WITH THE LATEST EDITION OF AISC & ENRON TANDARDS. 7. CONTRACTOR SHALL FURNISH AND PLACE EPDXY GROUT FOR THE GAS COMPRESSOR PER MANUFACTURERS INSTALLATION 'ECOMENDATIONS & CONSTRUCTION SPECIFICATION 309. TEMPORARY STRUCTURES REQUIRED TO HEAT OR SHADE HE GROUTING IS TO BE AT NO COST TO COMPANY. 8. GRADES SHOWN AT ASPHALT PAVED,AR,,,S ARE FI SHED GRADES SUB -GRADE FOR PAVING BASE IS 18 1/2" ELOW FINISHED ASPHALT GRADE. '� tea. ,;,w 9. CONSTRUCTION JOINTS TO BE LOCATED'BY CONTRACTOR AS REQ'D PER SPECS AND AS DIRECTED BY ENRON FIELD !EPRESENTATIVE. 0. THE COMPRESSOR BUILDING & CERTAIN ADJACENT STRUCTURES & PIPING WILL BE FOUNDED ON 16" X 16" X 30' 'RE -STRESSED CONCRETE PILES. PILING QUANTITIES, DETAILS & LOCATIONS ARE SHOWN ON DRAWING NOS. 20.10.632 & 120.10.633. ,1. EROSION CONTROL IS REQUIRED DURING CONSTRUCTION IN ACCORDANCE WITH LOCAL REQUIREMENTS & ENRON STANDARDS. ;ONTRACTOR IS RESPONSIBLE FOR MEETING' ALL EROSION CONTROL REQUIREMENTS. THE DETAILS INCLUDED HEREIN ARE >NLY A SUGGESTED METHOD OF MINIMUM EROSION CONTROL. ;2. FOR CERTAIN PIPING, ONLY MINIMAL SUPPORTS ARE SHOWN. CONTRACTOR SHALL PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO PROVIDE ADEQ ATE SUPP RT AT NO {ADDITIONAL COST TO THE COMPANY. FEMS REQUIRING FIELD SUPPORT INCLUD " A. FUEL GAS BLOWDOWN VALVE y "' B. COMPRESSOR CYLINDER DISTANCE PIECE VENTS _ " C. AUXILIARY GENERATOR FUEL GAS, EXHAUST, *CKET WATER PIPING'° D. COMPRESSOR ENGINE PIPING 2" AND SMALLER, UTILITY WATER E. UTILITY AIR, INSTRUMENT AIR SYSTEMS 2" AND SMALLER, UTILITY WATER F. MECHANICAL TUBING, INSTRUMENT MOUNTING, ELECTRICAL CONDUIT AND BO s A T .,rye, 4y 4 •I� ,_ 13. CONTRACTOR SHALL PROVIDE TEMPORARY WORK PLATFORMS AS REQUIRED FOR SAFE'i S 5'-0" ABOVE THE MAT. THESE WORK PLATFORMS SHALL REMAIN IN USE UNTIL FLOOR F' 4. FOR SPECIFIC STRUCTURAL STEEL NOTES. REFER TO DRAWING NO. 120.10.617. & FOR SPECIFIC EARTHWORK & ROAD CONSTRUCTION NOTES. REFER TO DRAWING NO. 120.10.603 & 607 i6. FOR SPECIFIC CONCRETE NOTES. REFER TO DRAWING NO. 120.10.601. i7. FIELD SPLICES FOR REBAR SHALL BE MADE BY LAPPING BARS HORIZONTAL OR VERTICAL AS PER MINIMUM LAP LENGTHS ;IVEN IN ACI 318-89 TABLES UNLESS OTHERWISE INDICATED ON DESIGN DRAWINGS. ALL SPLICES IN FLOOR & MAT 'EINFORCING SHALL BE STAGGERED. CLASS "B" SPLICES SHALL BE USED. i8. ALL CONCRETE POUR JOINTS FOR THE COMPRESSOR BUILDING WHICH ARE BELOW TOP OF CURB SHALL HAVE A 'ONTIGUOUS WATER STOP SEAL MATERIAL (GREENSTRAK NO. TPE-R). CONDUIT AND DRAIN PIPING IN THE MAT POUR SHALL iAVE MALONEY CASING SEALS AND BANDING OR COMPANY APPROVED EQUAL. i8A. CONTRACTOR TO SUPPLY & INSTALL 5' CALCIUM 'SILICATE INSULATION WITH ALUMINUM JACKET ON THE COMPRESSOR NGINE EXHAUST FROM THE ENGINE EXPANSION JOINT'TO THE EXHAUST SILENCER, IN ACCORDANCE WITH ENGINEERING ;TANDARD 5210. i813. ALL CONCRETE FOR THE COMPRESSOR ENGINE FOUNDATION SHALL HAVE A MINIMUM COMPRESSION STRENGTH OF 4000 PSI kT 28 DAYS AND SHALL CONFORM TO ASTM C-150 FOR PORTLAN D CEMENT AND ASTM C-33 FOR AGGREGATE. 39. CEMENT -BASED GROUT MUST HAVE MINIMUM 15 YEAR HISTORY OF USE, CONTAIN DEVOIDER & MEET THE FOLLOWING PERFORMANCE REQUIREMENTS AT MAXIMUM WATER. THEY MUST NOT CONTAIN EXPANSIVE CEMENT OR METALLIC PARTICLES SUCH AS ALUMINUM POWDER (NON-METALLIC & NON -GAS PRODUCING). GROUT SHALL HAVE WRITTEN CERTIFICATION BY THE MANUFACTURER STATING STRENGTH CHARACTERISTICS & THAT THE MATERIAL IS FREE OF OXIDIZING CATALYSTS, INORGANIC ACCELERATORS INCLUDING CHLORIDES, & IS FREE OF BLEEDING AT ALL CONSISTENCIES & TEMPERATURES (59 F & ABOVE). A). PLASTIC VOLUME CHANGE - THE GROUT SHALL SHOW NO SHRINKAGE (0.0%) & A MAXIMUM 4.0% EXPANSION FROM TIME OF PLACEMENT UNTIL FINAL SET WHEN TESTED ACCORDANCE TO ASTM C 827-87. B). HARDENED VOLUME CHANGE - THE GROUT SHALL SHOW NO SHRINKAGE (0.0%) & A MAXIMUM 0.2% EXPANSION IN THE HARDENED STATE WHEN TESTED ACCORDING TO CRD C-621-89 C). COMPRESSIVE STRENGTH - THE GROUT SHALL SHOW A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 5,000 PSI WHEN TESTED TO ASTM C 109-90 RESTAINED. D). CREEP - THE GROUT SHALL SHOW CREEP EQUAL TO OR LESS THAN THE HIGH STRENGTH CONCRETE ON WHICH IT IS BEARING E). WORKING TIME - THE GROUT SHALL SHOW A CONSISTENCY GREATER THAN 125% FOR A MINIMUM OF 45 MINUTES WHEN TESTED ACCORDING TO APPLICABLE CONSISTENCY SECTIONS OF ASTM C 827-87 AT 15 MINUTE INTERVALS. F). TESTS - THE CYLINDER PLATE TEST SHALL BE RUN ON ALL FIELD SHIPMENTS. 40. THE COMPRESSOR ENGINE FOUNDATION DETAIL SHOWING THE ENGINE BASE GROUTING IS NOT CORRECT. THE ENGINE BASE AREA SHALL BE CHIPPED DOWN 1-1/2" AFTER INITIAL POUR. THIS ENTIRE AREA WILL THEN HAVE A 4't EPDXY RESIN GROUT (CHOCKFAST RED). THE CRANKCASE PAN TROUGH AREA WILL REQUIRE A 22 GAUGE GALVANIZED TIN LINER (SEAMLESS & LEAKPROOF). THE CONTRACTOR SHALL FURNISH THE ABOVE AT NO ADDITIONAL COST TO COMPANY. 41. CONNECTIONS SHALL BE DESIGNED TO SUIT THE LOAD & LOAD COMBINATIONS THERE OF, INDICATED ON THESE DRAWINGS. ALL FORCES ARE IN KIPS (K). ALL MOMENTS ARE IN KIP -FT (K-F). ALL LOADS ARE UNFACTORED LOADS. NO OVER STRESS CONNECTION DESIGN IS PERMITTED. FOR CONNECTION DESIGN, LOADS THAT EXCEED THOSE SPECIFIED ARE INDICATED ON DRAWINGS AS TIHUS: INDICATES 40K VERTICAL SHEAR 40 (?0) _ INDICATES 20K AXIAL COMPRESSION & AXIAL TENSION [50] ___INDICAtES 50K-1= MOMENT 42. THE BOTTOM OF THE TRENCHES FOR UNDER GROUND PIPING SHALL BE UNIFORMLY GRADED TO PROPER DEPTHS TO PREVENT UNNECESSARY BENDING OF THE PIPE & SHALL BE FREE FROM LOOSE ROCK, LARGE CLODS & OTHER OBJECTS WHICH MIGHT DAMAGE THE PIPE OR PIPE COATING . BEDDING MAY BE REQUIRED AS DIRECTED BY THE COMPANY'S FIELD REPRESENTATIVE. 43. CONTRACTOR IS RESPONSIBLE FOR DEWATERING ALL BURIED PIPE TRENCHES PRIOR TO POURING SLEEPERS AND INSTALLING PIPE. PRIOR TO BACKFILLING OVER PIPE, CONTRACTOR IS RESPONSIBLE TO PREVENT PIPE BUOYANCY, BY CONTINUOUS DEWATERING AND/OR BY WEIGHTING THE PIPELINE DOWN, WITH SANDBAGS, BACKFILLING AT INTERVALS OR OTHER SUITABLE MEANS, APPROVED BY COMPANYS' FIELD REPRESENTATIVE. 44. CHAT WHERE REQUIRED SHALL MATCH EXISTING CHATT AREAS AT PLANT FACILITIES AND SHALL BE OBTAINTABLE LOCALLY. (MAXIMUM SIZE OF AGGREGATE - 3/4" CRUSH OCK OR GRAVEL, SIZE 527) OVER 6 MIL POLYETHYLENE BASE. 45. COMPACTION SHALL BE DETERMINED BY AASHTO TEST T- 99 & ASTM TEST D 698 ONLY AND PERCENT (%) C MP CTION SHALL BE AS FOLLOW x ROAD EMBANKMENTS EXCEPT TOP 12 INCHES 90% GENERAL SITE FILLS 90% TANK FIRE DIKES 90% TRENCH BACKFILL 90% PIPE BEDDING 90% ALL FILL, BACKFIL BUILDINGS,.I TANK PAD RAILROAD ; NKMNTS '`, ��a°1„ 1- 95% TOP 12" CAD EMBANKME; f . 95% DIKES AROUND PONDS OR BASIN" 95 PIPE BEDDING AND TRENCH B EXCAVATION FOR PIPE AND STRUCTURAL PIERS, SUP FOUNDATIONS, SOILS ARE DISTURBED, THE CONIRACI WITH THE OVER -EXCAVATION AND PROVIDE THE NEC 47. CONTRACTOR SHALL INSTALL DRAINAGE STRUCIU DETENTION FACILITIES AS RE "A INIMUM DEPTH AS SHOWN ON THE DRAWINGS. HOWEVER, IF DURING )UNDATIONS FOR VESSELS, EQUIPMENT, BUILDINGS, AND ADJOINING . LOWER THE BOTTOM OF CONCRETE ELEVATION TO BE CONSISTENT DNCRETE AND REINFORCING BAR AT NO ADDITIONAL COST TO COMPANY. )RIFICE AS SHOWN ON DRAWING NO. 120.50.608 AND OTHER DRAINAGE LAN PREPARED BY DAMES & MOORE, DATED JU 1993. MC 2 11993 Florida Gas TAnsmission Corr r NUMBER - HouStor), Texas " PHASE III EXPANSION W:93 s3 COMPRESSOR STATION NO. 20 GENERAL NOTES DECO 6 1993 IIWMA y FT PIERCE, FLORIDA I 120.10.639 / I \ �w w p, 1080. t*V*04mwwwml O N 6 4 �Lt gp.�17 " ly�w S9+00 NOTE : 1. FOR PIPE SUPPORT COORDINATES, SEE PIPE SUPPORT SCHEDULE DWG. 120.10.613. DRAWING LIMITS S8+60 + LID + E0 Ln uj + 0 I-Ei Lu S8+84'2" �S SCRUBBER C) PS2 V) A < t' PS-3c PS-3B "' 1^ >ES-3A o' \I <,§\ PS-2 MATCH LINE S11+00 SEE DWG. 120.10.624 c"I 1 ISSUED FOR CONSTRUCTION O_ — ISSUED FOR BID NO. REVISION - DESCRIPTION PS-5 <'k PS-4 N'5 rz)- MATCH LINE S9+ , ± _00-1qw— SEE DWG. 120.10.601 DRAWING INDEX CONCRETE STEEL ITEM DWG. # DWG. # GAS SCRUBBER 120.10.611 N/A DWG.. STATUS UH UKLU DATE A['F'NUVLU DATE S22138 P.L OR STA. A&6ukT Numf3d BY BY DATE BY PREL'Y BID 1994 CONSTRUCTION -- -- 13Y DATE DESIGN DRAWN CMB 8/191 JAB JMM BY 11/1/93 9/03/93 DATE CONSTR. CADDS .�Jj AS BUILT AS MICRFLM — - - --- -_ - 1"= 15, CHK'D1APP'D1 PLOT DATE: 08/18/193 6wG._\_S22138\S\2D10602 _ru;F_ F1Lf__NO.__,____ Florida Gas Transmission Company Houston. Texas PHASE III EXPANSION COMPRESSOR STATION NO. 20 FOUNDATION LOCATION PLAN FORT PIERCE, FLORIDA APPROVER DEG E 6 1993 FOR CONSTRUCTION 1811 BFRM DRIVE - SUITE a00 UNIVERSAL- PO. 9CY >70248 f4s o IYc. HOUSI DN,IEUS 71257-0218 (713) 977-7;10 ENRON GAS PIPELIE"n GROUP DRAWING NUMBER 120.10.602/1\, Q C ...ry +4'% rv: 713v P4rsis n.. at a ..1 yr e l�. NMI I a rx n 120.10.605 3 1 G 2 4 63'-9" 1'-4 1 2„ 11-4., 20'-4!' l'-4 1 2" N 1 7 8'-0" 15'-0" 18' -3 1 2" 20'-3 1 2" 1 10'-2" o EXPANSION HAUNCH RAMP COL. FDN. +I 7'-10 3/4" _ 5'-9' D TY. A3 +I 3'-0' DO R N TY. Al bi TY. A2 I T.O.C. EL. "' 4'-1 1/2" T.O.C. EL 23'-6" C.0 I T.O.C. EL.I 23'-6" I I I 23'-6" II C.O. T.O.C. "AT"„EXF 0 1 N I + + -}- — (TYP. 3 HAUNCHES) PS-219 _ . .. — _ _ PS-218 • • HIGH POINT + r T.O.C. EL. ,. ---------fi---- .. 1128'-6" T.O.0EL EL. 23'-O" �tPS275D I I II23'-9 + - - - 8'-0 3 4' 8'-0 3 " 1 120.10.619 4, 5/8"0 (TYPE 2 — - I SEE BLDG. VENDOR ANCHOR BOLTS I 11 I p 213 PS 212 11 ai I I L----- 1h o) DWG. FOR DOOR------� II L------ I E I L- .-r- --j 1 rn BLOCK -OUT, TYP. I I I I o f DISCHARGE _ ______ -- _DISCHARGE__ -� _—_—_ _DISCHARGE __ II �_4 PS_ 279 BOTTLE SEE TYP. SECTION I BOTTLE I - — - - - - - 11'_ROLL UP ~- ® DRAIN PIPING - II I (V-513) I� 9" DOOR ----- SLOPE DWG. 120.10.605 I a n T.O.C. EL. a, < 23'-6" 120.10.605 N BOTTLE N ------ '®j 0 2"0 PIPE C SLEEVES (6) i0 • iDIf UNIT CONTROL PS-1 1 PANEL F I - _ - - - PS-22P222 _ - - _ PS-221 PLS-220 ---a—' P S-_-264 I —-I �PS_ 278 ----- cv 3'-0" DOOR _ „ � I I �' II-�----- ---- - 3'-10" 8" 4'-0 8' 3'-10"� _ ------- - - a, i I PS-265 •• PS-234 �---�—n---- --� x ----- - — - — --T-- ------ al N ---- ::x 2'-6" I -11 7 8 5'-6" 2'-6" 2'-0" 4'-9" II .. T T.O.C. EL 28'-6' �_ PS- 03 P -201 .. CYL. HD. T.O.C. EL. TY. B4 I •I• SUPPT. I 28'-6" L - --- THREW----- - �I I I -� - - • • -- I -------- ICY_ IH ITS-207 PS-205 SU ' 0 / PS-274 I1 � PIT. 1 �- 120.10.619 zo ------------------j--THROW 12------� - •�- I{�----------ZI+-- -PS-2_-_4_.__-+ PS_208 PS-271 N INT. COLUMNS 11 I / ' --- BLDG----------- BPS 2 I11 •I: •-�- PS-210 - ---- <rI -->------------ - I- — - ----II(- .•. I ...II1I--.�jlI . i' �I \ ' I_ - HIGH PO�INT i H'EL. 23'-Y'S 7+67-8" 7RE: 120.10.606 - ® BLDG. aT. It — FOR ENG./COMP. LOCK FDN. P 23 CYL SUPP. B -- \ I I I —� (\ ( I I 1 j I INT. PS- 61 ' .I. II COLS. o 120.10.605 I I ' 2'-8 4' 3'-6 1 29'-8 3 4" \\9'-8 3 4" I T3'-6 1/2"12'-8 _3 4" A I I A ZD M 1 of ul�l / I P -232 I I - E 2020 FDN I I--II1I TP 258 DWG. 120.10. PS-249 / / II \\ I I I I TY. C4 r� n oC1 10 -T.O.C. EL. -TY. M 11) I_ ,3 -7 12 7 1 2" 6'-6" 2'- I 1 2" -- I 28-6 zo � I I�C ' 248 — PS - I IPS-23- ..29 `" 7 34" I I IiI2-2 5 - <a 1'_ 0 1 /2, 1'-96" --------- 2'- 6"No - --- I --B I I I �1P2S0=273 u' P6_250 1-4 5 16"I I 12�5 -247 0 P -245 S 239 10.619 29tP_ --- - —_N�n 26 -244— ------ - co I N— --� --- .. S o PATTERN 10 5/8 PS251 PS 243 0CE 2020 FD —DW.1-271 0(V-561 ) PS240C' G..�-P -257 PS 2'-0 3/8" - - I P3i7 _ P -230 11--------- --o M PATTERN ----- I -- - - ----- - PS-25 1 _4L ------ t---- B' (S-2020) - - - - - - - - / {, I of (// _ 4' 6' I 1 Ir - 5 o I-----1 - -_I -1 S PS 53 VPS 224 - —(( -- M--2-03--0 PATTERN a -242I 0P 0 PS-2A' (F-2020A, .I Dow I LO F-2020B) 52 21.1 Ii -25\ i ----_- - - - — --N ------- ------- --- {I-. -- --—1I ---_--- ---(�I11II - i. --L �{I - Ii-N — �+I-— L. - - -{- ---- -0 -1 T PA � T.O.C.EI3x2x3 16COVER ,EP- N T.O. T.O.0EANGLE® DOOR 6 VJ28'- PS 23 }„ TY. D1 41 - - i- - TY. D2 9" 9' �� • D3 IN El- " 18'-2 3/4" (f ) i T.O.C. ECI BLDG FDN (TYP 2 PLS) TY. D47'-0I 5'-6 TOC1-10 18 2'-" SLIT CA O 1 10 1/2" 7-6 1/2" '-0 lz -0 1/26-1 T 2(SO.SDF 2�1I1 16"� i 6'-2 1/8" 2'1-9 11 li6" 18'-0 1/2" BL G. ONLY) DOOR - G '-0 3/16" UNIT II \v P. 11 2'15------- SUCTION BOTTLE PS 114 - V/ --- II Fr-1 11'-6'( 2'-6" 111 PS 26 PS 266 FLOOR PLAN 1/4" ._ DWG. STATUS APPROVED BY DATE WORK ORDER NUMBER S22 1 38 _CHECKED BY DATE _ _ BY DATE --- -_ --- - -- - - --- -- -- ---- - — — --- _— P,L. OR STA. ACCOUNT NUMBER CONSTRL J -- --- BY DesicN RRL 03�11/95 PREL'Y BID - -- ----- -- ---------- -- ---- -- ____._-_-__-- ------- ----- -._..----- -- - -- -- - - - - - -- - --- DRAWN As BUM MCRF FILE NO. SCALE -- LRH 03/11/93 - - 1/4"=1'-0" --- 1 --- ---------- ISSUED FOR CONSTRUCTION JAB JRF BY 11/l/9 9/3/93 ---- I DAIE CHK'D - - APP'D CONSTR. - CADDS _.____ - PLOT DWG. _- - _ L/ _- 0 - - -- - - ISSUED FOR BID ---- _ - --. _. --- - - -- -- REVISION - DESCRIPTION - --- DATE: 8/23/93- \S22138\S\2o10603 - -- - .. -- - -- -- N0. I 0 N I N N ANCHOR BOLT PATTERNS + ' A' - 4 - 7/8"0 TYPE 2A.BOLTS ON 41" BOLT CIR., EQ. SPACED, STRADDLING q'S (3" PROJ.) "B" - 4 - 5/8"0 TYPE 2 A.BOLTS ON 20.5' BOLT CIR., EQ. SPACED, STRADDLING �'S (3" PROJ.) "C" - 8 - 3/470 TYPE 2A A.BOLTS ON 23" BOLT CIR., EQ. SPACED, STRADDLING q'S (3" PROJ.) "D" - 8 - 1"0 TYPE 2 A.BOLTS ON 39" BOLT CIR., EQ. SPACED, STRADDLING �'S (3 1/2" PROJ.) "E' - 4 - 3/4"0 TYPE 2A A.BOLTS ® 9" EA. SIDE OF PATTERN ¢. NOTES: 1. ALL 1" AND 2" PIPE SUPPORTS TO BE FIELD -LOCATED. 2. FOR PIPE SUPPORT & MISC. FOUNDATION DETAILS AT COMPRESSOR BUILDING, RE: DRAWINGS 120.10.631 AND 120.10.628. 3. FIELD LOCATE HILTI BOLTS TO ANCHOR M-2030. '' DEC :1 6 1993 FOR CONSTRUCTION ( �f 1811 OERING ORNE 5U'.Ti 4CC UNIvi RSAL PO, BOX 5702a8 E SCO, ING. HOUS70N?EXAS 77257-0250 (713) 977-77 70 Florida Gas Transmission Company _ Houston Texas PHASE III EXPANSION COMPRESSOR STATION NO. 20 COMPRESSOR BUILDING FOUNDATION PLAN FT. PIERCE, FLORIDA „ 120.10.603 Imo� 1 4 ow P Q 1 '-4 1 /2" 20'-4" 8 MK 1606 (4 TOP, 4 BOT.) LN't I Li I 63'-9" OUT TO OUT CONIC. 20'-4" 8 MK 1607 (4 TOP, 4 BOT.) 3 - --- - — =41 — -- ° -- — N c>j oIo rt _ _ - 6 MK 1608 �_` _ _.__ 3 TOP & 3 BOT. 6 MK 1608 io D0 ( ) �� (3 TOP & 3 BOT.) SUCTION BOTTLE P m ®� SEE DWG. ------- - ---- ------ — O.C. EL. 120.10.608 FOR (n DOWELS TO RAMP p I SLAB - -- -- - _ --_- -- o I 1 MK 1609 TOP & o I I II BOTT. IN HAUNCH I LO O o z + I =J W O 6 MK 1609 m o I 6 MK 1609 o (3 TOP & 3 BOT.) I o J I, (3 TOP & 3 W oo CLSEE DWG. 120.10.605 & j i 609 FOR DOWELS TO o N o SEE DWG. 120.10.605 & LAYDOWN AREA WALLS 609 FOR DOWELS TO 1 /) r LAYDOWN AREA WALLS II -----------------------L- tt-------I—----� —— 1 0 0 NG cn ��� I DIY I _— i MIY YN� � �NNL �IN SQD IN � a_ I I _ON �~ O gp OF-' II 6 MK 1608 O � p - � t O Opp 6 MK 1608 (3 TOP & 3 BOT.) (1/\/ (3 TOP & 3 BOT.) I � � O T.O.C. EL. 23' -0" NN g � co -�i ®Lp� �I� CD ®In "O (n :2 10 r O m I '0m I- -AL8 MK 1606 8 MK 1607 8 MK 1606 (4 TOP & 4 BOT.) (4 TOP & 4 BOT) (4 TOP & 4 BOT.) 13 SETS ® 12" 19 SETS ® 12"(1 MK 1601, 1 MK 1612, 1 MK 1613, 2 MK 1614)TOP_ 13 SETS ® 12" a (1 MK 1601, 1 MK 1603) TOP & BOTT. 19 SETS ® 12" (1 MK 1601, 1 MK 1610, 2 MK 1611)BOTT. (1 MK 1601, 1 MK 1603) TOP & BOTT. MAT REINFORCING PLAN 1 /4" = 1'-0" 1 ISSUED FOR CONSTRUCTION 0 ISSUED FOR BID NO. REVISION - DESCRIPTION DWG. STATUS PREL'Y BID REA 1/1/9 _ CONSTR. FK 9/3/93 - BY DATE CHK'D APP'D1 CADDS 1'-4 1 1'-0" EX HAUNCH T.O.C. ® EXPANSION HAUNCH EL. 22'-0"(TYP 3) ®gym N d � p 1 MK 1608 IN HAUNCH 9 SET (2 MK 1 �106 MK 1617 DOWELS FOR EXPANSION HAUNCH (SPC'D. MATCH TOP & BOTT. BARS) Y O O M CL O N (n U) n 2 ALL REBAR SPLICES, S22138 P.L. OR STA. ACCOUNT NUMBER CONSTRUCTION BY DATE DESIGN RRL 0R11 DRAWN LRH 0 AS BUILT MICRFLM MICRFUA FILE NO. SCALE 1 /4"=1'—_0' Florida Gas Transmission Com any Houston. Texas PHASE III EXPANSION COMPRESSOR STATION NO. 20 COMPRESSOR BUILDING REINFORCING PLAN FT. PIERCE, FLORIDA DRAWING NUIJ 1811 BERINO DRIVE - WaE 400 R,O. BOX 5702.E HOU ON.n£ 770 7-0248 (713) 97I-7770 N11 4, 0 L 106, IN A 1U t (J) 1j U I EliBLDG. SIDIN _j 12!� z ATTACH. MK 141 ; _ w m BY BLDG. COMPACTED, 2" CLR. w HAUNCH f 111 SEE WALL 1 �- a� ALL THE WAY N VENDOR STRUCT. FIE 0 ELEV. FOR \Y ACROSS EXPANSION END o I REINF. W o EXCEPT AT COLUMN J FFF N PIERS. GREASE & m WRAP EXPOSED BARS 1 1 2 T.O.C. EL. 23'-0" L MK 1617 WITH BLDG. APPROX. FINISH PAPER I J r GIRD. EL. 22'-6' -r- •—� --r- i T MK 1413 SEE MAT o rREINF. PLAN I 2"x4" KEY MK 1608 — 1 -0 OR 1,-0" (SECT. A -A FOR PILE LOCATIONS MK 1609 ONLY) SEE DWG. 120.10.632 SECTION A —A SCALE :1/2" = 1'-0" 120.10.603 (AS SHOWN) SECTION B—B SCALE : 1/2" = 1'-07 120.10.603 (SIM.) SEE LAYDOWN AREA REINF. PLAN T.O.C. EL. 28'-E" SEE WALL ELEV. FOR REBAR SEE LAYDOWN AREA REINF. PLAN MK 1404 PERIMETER (SEE PLAN) FOR PILE LOCATIONS - SEE DWG. 120.10.632 -1 1 COMPACTED STRUCT. FILL H.P. EL. 23'-9" MK 1413 REINF. PLAN I 2"x4' KEY SECTION C—C _ SCALE : 1/2" = V-0" 120.10.603 1 1'-9" 1 5'-0" T.O.C. EL. V----•--- ====W---�- ►-� MK 1612 T.O.C. MK 1613 _ EL. 21'-3" • MK1616 15 MK 1610 1 1/20 1/2x1/4 SECTION E SCALE : 1/2" - 1'-0" 120.10.603 ANCHOR ROD 1'-0" C/C DETAIL - 01 SCALE : 1/2" = 1'-0„ F'i _j _MK 1615 ® 22" J / MK 1620 i7 M K 1619 1 TOC EL. 23'-0" MK 1616 ® 12" v-- SECTION F—F SCALE : 1/2" = 1'-0" 120.10.603 62'-3" BLDG. WIDTH .FOR PILE LOCATIONS SEE DWG. 120.10.632 v INV. EL.-' 19'-6 7/8" MK 1414 BLDG. w z U w w � on m w 0 9'-9 3 16" SLOPE rn --.. 13 MK 1434 ® 12" T.O.C. BLDG. SLAB EL�23'-0� �I Ef 1'-8-5/8" 1'-0" B.O.P. ® TEE 19'-1 1/2" 7 MK 1431 ® 12" m 0 N) J (n c) ` 13 MK 1430 ® 12" 12" 6,-0., ECTION .- .E . 3/8„ I CONSTR. V33/9,3 MF DATE CHK'D APP'D 42'-0" v PLAN 1/4"=1'-0" (2 LOCATIONS) SLOPE BOTTOM TO DRAIN EL. 21'-3" H.P. EL. SLOPE 23'-0" II SLOPE 1/4"/FT. 4" CLEANOUT C p G 195 4" SCH 8 C PVC PIPE 133 OUTSIDE FACE C:WWI SCH 80 12 OF BLDG. FDN. 19 FEMALE ADAPTER T.O.E., S.O.E. FEMALE SOCKET THD. THIS 4" SCH 80 C END PIPE 13 C 4' SCH 80 147 STEEL 45- ELL TYPICAL CLEAN OUT AT NORTHSIDE (TYP. 2 PLACES) INV. EL. BLDG. 18'-6"--­,� 10 1/2" ........ _._.....-. SECTION G—G SCALE 1/4"=1'-0" 120.10.603 wo U w L w0 �m :D L- 00 B.O.P. 4 TEE 18'-2 7/8' -13 MK 1433 ® 12" _U) C TYPICAL ALL C FLR. DRAIN FINISHED 21 144 CONNECTIONS GRADE _ > UNDER COMP. THREAD AT EA. n BLDG. FND. FLOOR DRAIN - UNLESS NOTED C 11 1/2" SCH. 80 133 SLOPE - N 133 STEEL PIPE 1/4"/FT. C -� 13 C 4' SCH 80 STEEL N-- 4 MK 1432 146 SR 90' ELL 12" 4" SCH STRAIGHT TE 80 4" SCH 80 145 133 STEEL PIPEE OUTSIDE FACE INVERT EL. ® NORTH SIDE BLDG. 97'-10" F BLDG. FND. INVERT EL. 0 SOUTH SIDE BLDG. 96'-6" C 13 f . 4!' SLIP CAP 1C DRAIN TRAP APPROVER TYPICAL_ THD. THI Q •�`--� �16 DEC 0 6 1993 END OF 4' HEADER � ' ��� f CONSTRUCTUON MUN17Y DIVE ENT TYPICAL TERMINAL AT SOUTHSIDE T.LUCIECC FL T(P, CES) NOTE: FOR REINFORCING SCHEDULE SEE DWG. 120.10.634. ce� � Ro 1 TIERING ORrvE -SURE 400 BON 57020 ESSCO, INC. IIOUSION?ENS 77257-0249 btJ) 9))-»90 - WORK ORDER NUMBER Florida Gas Transmission Company P.L OR STA. ACCOUNT NUMBER Houston, Texas ENRON 1 ss4 'coNSTRUCnDN _ PHASE III EXPANSION B DATE GAS PIPIELLAII — — — - -- -- COMPRESSOR STATION NO. 20 DESIGN ,1A9 —_ %193 GROUP DRAWN _ PB_ 08_8/93 COMPRESSOR BUILDING S AS 13UILT FOUNDATION SECTIONS/DETAILS MARFLM ----- - - FT. PIERCE, FLORIDA OWING - - -- - FILE NO. DRAWNUMBER SCALE 1 2" = 1'-( 120.10.605/1\1 2'-5 7 8" 6'-8" AREA TO BE GROUTED ® CROSSHD. SUPPORT (TYP. 4 PLCS.) f ---- ro� N N I I o � m 9 7/8 CD d' M I O N N _ _— I iv � I N ro T. R a .. r ..4 ..vS" yF, .::x_.:,; ....1 _$,.:rc�..a. . „ :..F:: , `, :.-j._.t.,.. .. v .. .._. . .! x n I. vi �. �. ,.... ¢; v^a t'f rxr..,2 :'?. t ,�� ..t_,. xss. 'J a ..J'f; ^si,,_.!y.;".4 v, S .'�.. .. . n . . r I :*v. 1>, •r.'.-. i , .I Mi .i.1....:..K 11777 I : i � r a 3 'I M C 31+ A L 1 1/4 x 1 1/4 x 1/4 CONT. ALL AROUND BLOCK 0 OMIT ® BLOCK CAVITY B ?I� 1'-0 3/4' 1'-0 3 4'• SEE DETAIL 2 (THIS DWG.) (TYP. 4 PLCS.) 1_1 2"o_TY. C ANCHOR T.O.C. EL. --;BOLTS 1 7/8" 1' 28'-6' 1 T.O.C. EL. 29'-11 1/4!'--" i I T.O.C. E 29'-7" _-- � T I I I I I I I I 3'-4" 3'-4° -4' 3'-4" 2'-9 1/20`1" 2'-10 5/8" I 1 1 ---- --- CRANKSHAFT - - I I ---+---� - - E 3+46'-0„ ' T.O.C. EL. 1 CE 4 1"0' TY. E D 26'-11 1/4' ANCHOR B LTS 4 5 8' 1 6 _ T.O.C. EL. 29'- 2"0 TY. - - Z ANCHOR BOLTS _ T.O.C. EL. 29'-11 1/4' — _ AREA TO BE 1 T.O.C. EL. 6A#1 GROUTED ® 5 1/8" 5" 28'-6' � CROSSHD. SUPPORT (TYP.) oL (TYP. 4 PLCS..) 0 0 5'-9 7 8' 6'-8' c / I� 8'-7 1/5" 2 -1„ < , T II - - 23'-2" - --------- PLAN AFTER INITIAL POUR SCALE: 3/9, = 1'-0" 24 MK 6010 ® 12" t e �- 4 MK 6009 REINFORCING PLAN AT ELEV. 26'-11 3/4" 1/4" = 1'-0" 24 MK 6012 ® 12" f 4 MK 6009 REINFORCING PLAN AT ELEVATION 25'-10", 24'-8 23'-5" 1/4" = 1'-0" 1 1/2" SCH. PIPE A-53 1 /8" E END C/ ,-6 1/4!' (� 4 - 1 1/2"0 FLYWHEEL GUARD SOCKETS (SEE DETAIL_ 1) - 2'-0" g" g" 4 1"0 TYPE 2 ANCHOR BOLTS, - — I co N �. \ CO v r� d- 00 QD rT —1— — — -- ----c- ¢ 1"0 TY. D N HOR BOLTS h ' T.O.C. EL. 28'-6" — 0 1 Y INLEi/OUTLET PUMP SUPPORT O 11 1/8" DETAIL 1 T.O.C. EL. 12" f [P I041iI1ya 2 MK 5002 22 MK 5001 a 12" f , REINFORCING PLAN AT ELEVATION 29'-11 1/4" 11e) -- . /w" _ .. N,. 22 MK 6005 ® 12" 1 MK MK 6006 ., f !r" REINFORCING PLAN AT ELEVATION 29'-7" NOTE:' - 1/4" = 1'-0" AFTER INITIAL POUR, CONTRACTOR TO CHIP 28 MK 4001 CONCRETE 1" MIN. IN AREAS TO BE GROUTED. r _ = _ ANCHOR BOLT TIES I GROUT SHALL BE PHILA- _ 2 EA. A.B. AS SHOWN DELPHIA RESIN CHOCKFAST T.O. GROUT (FOR 2"0 TYPE RED W/EXPANSION JOINTS 29'-11 1/4" ® 3' MIN. WITH PHILLYBOND 7C SEALANT. T.O.C. EL. �a'--7„ T.O.C. EL. 28'-6' / 1 1 � / PACKING, TYP. - a e". a �a 3 1/2"0 O.D.- SLEEVE y2 MK 6014 DOWELS ® 9 f 1 4 —4 MK 6017 Ll 1/4 X 1 1/4 X 1/4 /4 REINFORCING PLAN AT ELEVATION 28'-6" PLY. 3/8 X 8"(CONY.) SCALE: 1/4" = 1'-0" PLT. 1/4 X 1 3/4"(CONT.) _CRANK SHAFT _32N-1'_—_—_—_—_—_---- _ T.O.C. EL. 28'-6" CHAMFER - MK 5002 3/4" ® 450 CHAMFER N 4 ° 3/4' ® 450 � J - N — T.O.CC_29' 1 1 1/4!' 10 SETS, - ° n T.O.C. 29'-7" 1 MK 6014 I 1" 1 11 3 1 /2"0 -S O.D. SLEEVE m EL. 27'-9 1/2" M T.O.C. EL. 26'-11 3 4" ANCHOR BOLTS ANCHOR BOLT '_— — »-- --_ � ___ 16 SETS MK 4002 r ANCHOR BOLT TIES =_--- 2 SETS EA. A.B. AS SHOWN (FOR TYPE "B" A.B.) SECTION C—C SCALE : 1" =1'-0" 1 MK 6016 ° e T.O.C. 28'-6" II iillL�� T.O.C. Ihi ire _ / --- 27 -9 1 2' I 1 T.O.C. 28_ 6" 1 8�-- �s11 --- 2v Irt II A o 14 111�T.O.C. 1' �I ► I in MK I I 11 1 26'-1 1 3/4" /I rl MK 6010MK 6005 I iN6007 1I E�,y/ �,� I ( wl� I MK 6005- e I = 11 MK 5001I ' I MK 601111 1 I 1-1 2" 2" a 1/8" X 1" METAL _--- STRIP ® 18" O.C. MK 600 II MK 601 1 1 MK 600� PL 3/8"x3 1/2"x5" {�--.--.---�I T- --_'- --`-j:--`------.1 CHIP 1/2" TO 1" SEE DWG. 120.10.621 FOR PRIOR TO POURING - \ LOCATION OF FRAMING MEMBERS --' r :--r -�- -z- :--- BLOCK p DETAIL 2 TO.C. 23_ 0" MK 601 T.O.C. 23'-0"_ n SCALE: 3"=l'-O" T.O.C. 28'-6"- T.O.C. t 7 —g o 10 SETS 26'-11 3/4" I I o 48 MK 6015 122 MK 6014 DOWELS 11 MK 6014,6016 1 1 I -T —N M (4 LONG SIDE, TO MATCH (96 TO MATCH MK 6005) 2 MK 60' 4 '� --�- �- - 3 SHORT SIDE) MK 6010, 6009 6 TO MATCH MK 6006) (24 EA. SIDE) 20 TO MATCH MK 6007) l r I,o I 11 I 11j o . 111 `° SECTION A —A I I 1 ® SCALE :3/8"=1'-u'NF - 1 1 1 1 -- — 1'_ ":...:.... .« ........,..�....�.... ,.....,« a DWG. CHECKED APPROVED W CRK CRDLR NUMBER STATUS BY DATE BY DATE BY DATE S22138 I P.L. OR STA ACCOUNT NUMBS PREL'Y --- 1994 CONSTRUCTION BY DATE DESIGN SECTION _ D—U — BID _ — -- —DwwN — > j06 JAB 0 1 ISSUED FOR CONSTRU Iill 'I RJP 0 SCALE : 3/8"=l'-0" �i -- -- - - - -- - — - - ( S CONSTR. -- Z /' �A MIGRNc1M 0 ISSUED FOR BID ____ __-_. __-- -- -__.. - - -MnRM I -- PLOT DATE: _09/2193 FILE No__ CADDS _- - --- No. REVISION - DESCRIPTI , . „. A DWG. S22138 S 2010606 sCAIE - MK 6006 MK 6005 T.O.C. j 1 -9 a MK MK 26'-11 3/4' 1 6007 6008 \` / I MK 6007 MK 6011 II \ MK 6012 I 1 _ I COMMTNIU DEVELOPMENT SECTIONCO — SCALE :3/8"=1'-0" - Florida Gas Transmission Company Houston. Texas PHASE III EXPANSION COMPRESSOR STATION NO. 20 ENGINE / COMPRESSOR FOUNDATION FT. PIERCE, FLORIDA MK 6014 A P P R 0 VEE D DEC 0 6 1993 FOR E ®®W GAS PIPI.. LI E (IMOUP DRAWING NUMBER 120.10.606/1�� "I, SCALE: 1/2" = 1'-0" --- GREASE & WRAP PORTION OF MK 1442 THAT EXTENDS INTO PEDESTAL TO PREVENT BINDING 16 MK 1644 (6 EA. LG.FACE) (4 EA. SH.FACE) cn w o -+i M 1 /2" EXP. JOINT Y MATL. (TYP.) — rn 24' MAT (TYP ) I � 1 1 1 8 J -�--L 14 MK 1646 ® 11" TOP 7 E. .) 14 MK 1645 ® 11" BOT. (7 E. .) SECTION A -A SCALE : 1/2"=1'-O" COL. FND. D4 (AS SHOWN) i'OL. FND. A4 & D1 (OPP. HAND) (3 REQ'D. - 4.25 C.Y. EA.) (RE: DWG. 120.10.603 FOR ORIENTATION) a N N N Y] I a w.11. Or ` C 4 - 1"0 TYPE 2 A. BOLTS I N I-- --T O LI _ —I— L L _ I _ � 00 —T ( o 04 N r- `- CO I I � `J __J `. FTG. & COL. I 1'-7 1 /2" 1 1'-7 1/2" 0 O O O d 00 f T.O.C. EL. 23'-6" - 0 .I I 0 v N 0 m F_ I N J__+__L -- 6" COMPACTED SAND 16" SQ. ONC. PILE SEE DWG. 120.10.632 PLAN SCALE: 1/2" = 1'-0" 1/2' EXP. JOINT MATL. (TYP.) o M 24" MAT (TYP.) •' �__ t...�c' �.<�.: .ter.` �1�.. +-_-e.�,�(.�.- vX:. : .C�..'�.•V.. .,•L_,.r �..• I 14 MK 1643 (6 EA. LG,FACE)rz_ (3 EA. SH.FACE) 6" COMPACTED SAND - 1 1 16" SQ. 1 8 CONC. PILE SEE DWG. 120.10.632 14 MK 1646 ® 11" TOP (7 E..) 14 MK 1645 ® 11" BOT. (7 E. .) SECTION C-C SCALE : 1/2"=1'-0 - COL. FDN. A2, A3, (AS SHOWN) COL. FDN. D2, D3, (OPP. HAND) (4 REQ'D. 3.00 C.Y. EA.) 1 ISSUED FOR CONSTRUCTION _0 ISSUED FOR BID NO, REVISION -- DESCRIPTION 4 1-0 TYPE 2 A. BOLTS i i� ■ I O �0 0 _I co-:-: 0 0 I 0 0 I N 1'-3" 1'-3" 33-1 I' it I I II 1 I II I k, �I I FTG. PLAN /2N SCALE: 1/2" = 1'-0" 0 0 o 0 Fn v MK1442< N 2 010 MK 1644 __ o (4 EA. LG. SIDES) v> (3 EA. SH. FACE) J NI 18 GA. GALV.✓ EMBEDDED C.I.P. BASE (VOID OF CONCRETE INSIDE) 8 MK 1647 ® 9" (4 TOP, 4 BOT.) I pFTG. & COL. GREASE & WRAP PORTION OF MK 1442 THAT EXTENDS INTO PEDESTAL TO PREVENT BIN 00 In i c) � 0-� ® iv � O W_ Y � 2 O }} � d F- 1/L" EXP. JOINT ~ v MATL. (TYP.) o N T.O.C. EL. 23'-6" - J� Y / 0) - 24" MAT oT (TYP.) I- - - -, w I 0 J_�r L r- - - 6" COMPACTED SAND I I 167 SQ. CONC. PILE SEE DWG. 120.10.632 8 MK 1648 ® 8" (4 TOP, 4 BOT.) SECTION D-D SCALE : 1/2"=1'-O" - C01_. FND. B1, C1 (AS SHOWN) COL. FND. B4, C4 (OPP. HAND) (4 REQ'D. - 1.5 C.Y. EA.) PLAN SCALE: 1/2" = 1'-0" MATL. (np.JOINT M o 24" MAT cep (TYP.) Y r cl 16 MK 1643 v (6 EA. LG.FACE) -- - - (4 EA. SH.FACE) I 1 1— I I 1 8 l i l 1 32 MK 1645 ® 9 1 4" (16 TOP, 8 EA. WAY) (16 BOTTOM, 8 EA. WAY) SECTION E-E SCALE .-1/2„_1'_O - _ COL. FND. Al (1 REQ'D. 3.2 C.Y. EA.) DWG. STATUS CHECKED APPROVED WUKK UKULK NUMbLK S22138 BY DATE BY DATE BY DATE --- — — - -- P.L. OR STA. ACCOUNT NUMBER - - - -- PREL'Y BID — - - - - CONSTRUCTION -- - -- -- -- -- DATE DESIGN -- JAB 7/93 - DRAWN PB ASSIS 11 /1 /93 -- CONSTR. CADDS - �1 _ _- --- — __ _ t PLOT DATE: 08118/93 _ _ _ DWG. \S22138\S\2010607 AS sulLr MICRFLM MICRFLM FILE No,_ SCALE -,081181 - - _ 1/2" _ �'- - �H --- 9L3 93 --_ _- .__--. BY DATE CHK'D APP'D w �I — 6" COMPACTED SAND 16' SQ. CONC. PILE SEE DWG. 120.10.632 OLM SgI.F 111 Emu UEC 0 6 1993 FOR 'ONSTRUCTIO NOTE: - S F1 1 1 B $NG ORNE 'JIIE 4OO FOR REINFORCING SCHEDULE SEE un IVErzsa� 1811 PA. BOX 57024E EISCO. c. NOUS0NJIJ 77257-02M DWG. 120.10.634. " (713) R» %E rr Florida Gas Transmission Company Houston Texas PHASE III EXPANSION COMPRESSOR STATION NO. 20 COMPRESSOR BUILDING COLUMN FOUNDATIONS FT. PIERCE, FLORIDA GROUP i DRAWING NUMBER 120.10.607 /\ o-i C N O I N SEE SECTION H-H DWG. 120.10.605 FOR REINFORCING 1'-4 1 TOC EL�/ 23'-9" \ 16 MK 1429 Y \ ® 12" SLOPE / 18 MK 1428 TO - EL. @ 12' / �23'6' 34 MK 1 04 1 -0 DOWELS I I (TyP') M ® PERIMETER o i N O Y 1) 0 O Y Y N � I I N N � I V)� I CIA I I I I 1 SET MK 1401�~ 1 1 MK 406 �TT��'' II I TOC EL. 28'-6' \ I 12 SETS ® 12" MK 1401 & 2 MK 1103 A_�­--TOC EL. 21'-9"_ SUCTION BOTTLE PIT N AREA REI 1 ISSUED FOR CONSTRUCTION 0 ----ISSUED FOR BID NO. REVISION - DESCRIPTION — OUTLINE COMP. BLOCK - TOC EL. 23'--0 - ING I I( II I «I 1 -2 M_K` 1 MK 141�_ TOC EL. 28'-6' \ �r 1 SET-2 I I i I I I I I 7 SETS 0_12_ 2 MK 1401, 2 MK 1 DWG. CHECKED _ _ APPROVEL: STATUS BY I DATE BY T BATE I BY PREL'Y -- BID --- - CONSTR. ---- 3/9 — PLOT C BY DATE CHK'D APP'D CADDS DWG. DATE__ S22138 P.L OR STA. ACCOUNT NUMBEI CONSTRUCTION --- _—. BY DATE DESIGN RRL_ 03111 DRAWN LRH 0111. AS BUILT - -- --- MICRFUA --- — — --MICRFLM--- _FILE NO. SCALE — - TOC 0 7 EXPANSIC i H� I 1 F co Y O C) Y N Y W N ; N Aggi i , W N (n 04 J 12 0 Y O N Y N Florida Gas Transmission Company t Houston Texas -- PHASE III EXPANSION %93 COMPRESSOR STATION NO. 20 %s3 COMPRESSOR BUILDING — REINFORCING PLAN (UPPER) FT. PIERCE, FLORIDA 0 IF DEC 2 11993 SUITE 410 -0x•e PIPELINE I i DRAWING NUMBER 120.10.608Al 0 SEE SLAB REINF PLAN (TYP.)�� EL. 28' - 6" 28 MK 1413 ® 12" (14 NS & 14 FS) 10 MK 1415 (5 NF & 5 FF) 4 MK 1416 10 MK 1420 � (5 NS & 5 FS) C 40 MK 1413 ® 12"t (20 NS & 20 FS) EL. 28'- 6" A EL. 28'-6" EL. 23'-6" EL. 28'-6" o o a m 0 r 0 N 7777 6 MK 1413 ® 12"t (3 NS & 3 FS) T 32 MK 1414 ® 12" (16 NS & 16 FS) a. " 4 w_.,. .—,. •.::'a` ",, n ,. tRPM R:,r x v"`%. of j n s 1 . ..:a r e ... . .: G {e.i. .. t. .'.Y .5. t.. V... !✓ fi{..n. t \ 4....... n .: .0 t '. .. I II v I I 1 « a . « 126 MK 1413 ® 2" ... _ .�..... ... . ..... - .._ (63 NS & 63 FS)- 40 MK 1414 ® 12" 22 MK 1414 ® 12" 14 MK 1413 (20 NS & 20 FS) I (11 NS & 11 FS) (7 NS & 7 FS) I 10 SETS (5 NS & 5 FS)-WWI SEE SLAB REINF. 5 MK 1427� TOC EL. 28'-6" SET 1 MK 1424, 1 MK 1425 5 MK 1427 PLAN (TYP.) — TOC EL. 28'-6' — — 2 MK 1418- 2 MK 1417 --- - TOC EL. 23'-6" T.O. MAT EL. 23'-0" -- --- - _ T.O. FTG. EL. 20'-6" (50 NS &459FS) I SOUTH WALL ELEVATION COL. LINE D LOOKING NORTH) SCALE: 1/4' = 1'-O" 10 MK 1421 (5 NS & 5 FS) B A 38 MK 1413 ® 12"f 36 MK 1413 ® 12"t (19 NS & 19 FS) I (18 NS & 18 FS) 10 MK 1420 (5 NS & 5 FS) .EAST WALL ELEVATION COL. LINE 4 (LOOKING WEST SCALE: 1/4" = 1'--O" 10 MK 1421 (5 NS & 5 FS) 38 MK 1413 ® 12" (t) C� 40 MK 1413 ® 12" (t) (19 NS & 19 FS) (20 NS & 20 FS) EL. 23'-9" _ -- — TRUCK WELL FLOOR 4 14 MK 1413 ® 12" (7 NS & 7 FS) 10 MK 1422 VOMIT REINF. (5 NS & 5 FS) VENT FAN OPENING (SEE VENDOR DWGS.) WEST WALL ELEVATION COL. LINE 1 (LOOKING EAST) SCALE: 1/4' = 1'-O" 3 22 MK 1414 ® 12" 40 MK 1414 ® 12" (11 NS & 11 FS) I (20 NS & 20 FS) 10 MK 1419 (5 NS & 5 FS) .2 MK 1418 12 MK 1417 10 MK 1420- (5 NS & 5 FS) Ar) 1AV I A I A rA i')" 5 MK 1427 TOC EL. 28'-6" T.O. MAT EL. 23'-0" T.O. FTG. EL. 20'-6" T.O. FTG. EL. 20'-6" 5 MK 1427 WALL BETWEEN COL, 3 & 4 (ELEV. LOOKING EAST SCALE: 1 /4" =1 '-O" 92 MK 1413 ® 12" (46 NS & 46 FS) 10 SETS (5 NS & 5 FS) SET 1 MK 1422, 1 MK 1423 MATS WALL BETWEEN COL. 1 & 2 (ELEV. LOOKING WEST SCALE: 1 /4' =1 '-O" 1 26 MK 1413 ® 12" TOC EL. 28'-6" T.O. MAT EL. 23'-0" WALL BETWEEN COL. A & B (ELEV. LOOKING SOUTH) SCALE: 1 /4" =1'-O" 1 I NOTES: 1. FOR REIN1. FORCING SCHEDULE SEE DWG. 120.10.634. 2. ALL. REBAR SPLICES TO BE STAGGERED. 5 MK 1427 APPROVED (SEC 0 6 1993 EL. 23'-6" REFERENCE DRAWINGS: FOR CONSTRUCTION 120.10.603 COMPRESSOR BUILDING FOUNDATION PLAN T.O. FTG. EL. 20'-6" 120.10.604 COMPRESSOR BUILDING REINFORCING PLAN, LAYDOWN AREAS tall BERING DRNB — SUITE 400 UNIVERSAL >.0. WX 570246 ENSOO. INC. NOUSTON,TEMS 77257-0240 (vu) 97'i-7770 APPROVED WORK ORDER NUMBppER DATE BY DATE S2213PL OR STA. ACCOUNT NUMBER Floridaa Gas Transmission Company Houston, Texas CONSTRUCTION - PHASE III EXPANSION BY DATE DESIGN RRL - COMPRESSOR STATION NO. 20 DRAWN KM 7122f93 COMPRESSOR BUILDING AS BUILT CONCRETE WALL ELEVATIONS MICRFLM _L MICR" ---- - FT. PIERCE, FLORIDA FILE NO. )609 SCALE 1 1 4"=1'-0" I I G. $�gtki v 6.ny 4: yyyppp DRAWING NUMBER 12C�..__I..��� w q.Y } n e .., R. { n. e.. ,..i.ns. , ..„.. ..,. .. .. m.. :#. aii III � `r � I � � � � • I : .... , .., a .1 v '. _. , '.. I : I '. I I s , o 5EC1ION T.O.C. EL 24'-1 3/8" - Uc. ILL z4'-Z // 1 6 - Io F- � � a :., oM o $CA1 TOC EL. o N I� TOC EL. o 22'-11" 0 22'-11" `� r,1 -4 MK 6001 o 0,,; o-- --- -- -- ---=-1 ---------- "> J 2 EA. FACE - `- CONC. PEDESTAL .. •. ; •� y��. 8„ - -- - - — - t • . — — M n Y, ,, ,; p•r WIDE X 2 oo 6 o v -_ -- - --------- _ 0 O.C. 2 MK, 3003 ® 1 " `0 o 0 0 0 .-- —. F o e 8 14006 F �2 EA. FACT ZQe j f 2 EA FACE o I CONC. PEDESTA (4 EA LONG FACE) 0 8 WIDE x TYP 2) SECTION DEC I W3 Wll� 2 i bOil 10 M K 5001 ® 9" (5 EACH WAY) 1 f'01-UMN FOUNDATION (4 N-L-W. - 0.72 C.Y. EA. FDN. SECTION A —A SCALE : 1/2"=1'-0" - 5003 0 EQ.•� . • :, • • C� • .. • • ' • .,�� th i }I ,:',^tl • '�' ,a µi}4�: �' : Y • C.� • • Nrws� r t ``'" '" r . , t� Y34006 Z a r n A 0 A .r S' d ..7 u • • • M ..•. .a f — L t '>I ?n � n✓.'S +I ia' w F 4 , L LONG FAC }YJ ] � n '.: u. .,:n y ..= iafi a r; 1 I J • • • • • • , a „ • >y: 1 I �� SECTION SCALE 1 s .< NOTE- Y 1 & REINFORCING •• SCHEDULESEE• • • . -1 • • PIPE SUPPORT SCHEDULE SEE DWG. 120.1 " F T. h fffiWission Florida Gas Company •Houston,• _ - --- - _ -. _ - __ ----- - -- -- -- -__BID -- COMPRESSOR STATION NO. 20 1ISSUED FOR CONSTRUCTION RJP 11/1/93 _ CONSTR. -# fi AS -� COOLER FOUNDATIONS / / FT. PIERCE, FLORIDA 0 ISSUED FOR BID CMB 19 3 93 r� NO. REVISION - DESCRIPTION BY DATE CHK'D APP'D $ S SCALE p L. I m _ 1 t O✓ 0 c i 70, / 2.5 P. Q` �O T.O.C. PLAN EL. 22'-11" Loa:-Vl— FIN. 3/8'' 1'-0" 1 SET MK 420 GRADE- 1L�lic I (2 EA. FACE, 1 EA. CORNER) 24 MK 556 3" 20 MK 557 ® 1 Z' 10 EA. WAY 3" SECTION SCALE : 3 Y t / -- �— — REINFORCING PLAN AIR RECEIVER FOUNDATION (V-2070) RI,Q'D - 9.0 C.Y. EA.) rv. rv: A'1kJiW rc 'kh' ..Yt 1�'i r � .r "'ti =�f. Si"'4 ii •, t ,P .jy w PrcS A. .'� �*�. y�k }�, slaYtw{ 3 � lmn 4..S.'�'"s/.A' ,I'ir �v �'ii '�f' 4� dGY � k> ✓2. ii rY,prjy 5k* G 'K k �xp 3 r e k z ` F% �t3+ ��r A i 1 . vo-iucw✓a9Y- .d' � zfiMvi.,r4 u.u� arr cm ^u4mwxi.xG.mtnru m¢.�.�!'.w e`ea& "�� �M.miwY �ii.i�ap. �k� .n sMt.w+0. - S 1/ 3 w/. 2'-6 8'-0" 3'-0 3'-3 1 2 B.C. LoI TYPE 2 w m ml II iI M M N +1 +I V) N I 2' 6" 4'-3" 1'-3" 1'-9" 1'-3" 5' 45' 45 _E 2+20'-0_' ' _ m "� 13 8- 1"0 A. BOLTS ON 1'-7" B.C. PLAN O � a O N T.O. EL.] 23 5' 8-MK 599 Ln � � I 8 MK 1502 4 EA WAY 4- 3/4'0 TYPE 2 ANCHOR BOLTS ON 3'-3" B.C. W I F I M Y � I I 14 MK 598 ® 12 (7 TOP & 7 BOT) 28 MK 597 ® 12" 14 TOP & 14 BOT �N B—B SCALE :3/8"=1'- � a 8- MK 4501 u 1 EA FACE) � Y F d - Q I b \ C S 8+84'-2" o 0 I I 0 M PREL'Y BID CONSTR. Ln h o I In n In I Y >- 12 MK 551 4 EA. FACE E 1+58'-1 1/16" PLAN 3/8"=1'-0" T.O.C. EL. 23'-10" li u FIN. GRADE EL. 21'-0" 114 MK 550 EQ. SPA_ t' 7 EA. WAY BOTT. �1 SECTION C—C SCALE :3/8"=1'-O" GAS SCRU BER FOUNDATION (V-2003) (. D. - 5.0 C.Y. EA.) S22138 P.L. OR STA ACCOUNT NUMBER 1994 CONSTRUCTION �'. BY DATE DESIGN SV 06f0�93 DRAWN JAB 08 05 93 AS BUILT_ MICRRM MICRFLM -. FILE NO.. _ - SCALE T.O.C. FL. 22'- r S 7+60'-O" m (D 4)- 3/4'0 TY. 2 / ANCHOR BOLTS ON 1'-1 3/4' B.C. :D o 0 0 I I� I I 9.. I 91, 1'-6" 1'-6" 3'-0" SO. D PLAN SCALE:-3/4" =1'-0" O ,n N 8 MK 556 - `n I � "� 3 EA. FACE d Y 1. FOR REINFORCING SC LE SEE DWG. 120.10.635.. 2. FOR PIPE SUPPORT SCHEDULE SEE DWG. 120.10,613. Florida Gas -. 'ion Mr Texas PHASE III EXPANSION COMPRESSOR STATION NO. 20 MISCELLANEOUS FOUNDATIONS FT. PIERCE, FLORIDA 120.10.61 1 r i VEkItY AAX,#6C 60Lf Oorrn/�Afioa A,jD w+r,1 C0-f(F,�,p ✓e'd00R I 8 - 3/4' TY. 2C ANCHOR BOLTS ON 10'-11 " B.C. aff -S 7+90'-0" 8 - 3/4" TY. 2 ANCHOR BOLTS ON If- II'le, B.C. SEE DETAIL 2--� (TYP.) L2x2x1/4 CONTECH CORRUGATED METAL PIPE (8 GA.) U n_ EL. 24'-0"- o o FIN. GRADE o EL. 23'-0" 11 ,) T.O.C. EL. EL. 22'-6" 3 MK 584 EQ. SP.' 1'-2., 10.1 ' 35 MK 585 ® 12C/C - 3 MK 583 EQ. SP. 2'-0" SECTION A —A SCALE . 1' -1 -0 - 3/8" THK. PL. (TYP. 4 PLCS.)� 0 FIN. GR. L2 A DID 1 1 /2" — C} 2 7/8"0 HOLES II (TYP.) DETAIL 2 SCALE : 1 1/2"=1'-0" - DETAIL SCALE :NONE a JACKET WATER RUNDOWN TANK FDN. (T-564) z (1 REQ'D. - 4.8 C.Y.) w CONTECO —8 GA. C RR. / MTL. PIPE — BITUMAS IC SEALING. MPOU. L? (TYP.) CL 7/8" 0 HOLE FOR 1 3/4 BOLT 0 GA. STAGGERED ' (8 REQ' .)(TYP.) PLATFORM COL. h \ 11'-01', DIA. SECTION m ,. SCALE : 1/2" 1'-O" - I z COMPRESSOR BLDG. ENTRY PLTF. FDN. (16 REQ'D. - .15 C.Y. EA. FDN.) 1 ISSUED FOR CONSTRUCTION 0 ISSUED FOR BID NO. REVISION - DESCRIPTION 4'-0" SQ. 2' 0" 2'-0" 4 , 1"0 TY. 2 ,10" 10", f- ANCHOR BOLTS f_20 MK 1508 ® 12"_I (5 TOP & 5 BOT. EA. WAY) SECTION C—C SCALE : 1/2"=1'-0" FLOODLIGHT FOUNDATION 9 LRH 1/1/93 _ _ CONSTR. RJP 9 3/93 _4DAPP'Dj BY DATE CHKCADDS CL8- 1/Z2 A.B. (TYP. 3" PROJ. 0, m I INV. EL. 16'-6 7/8" 1� NG DETAIL 6 REQ'D II 1'-9 1 /2" PLAN -- SCALE: 1/2"=1'-O" 7D 1'-0" 0� (TYP.) RR + o I I - o I �u - U I1 Z Cj I � ch! O 4 I - l�a - S22138 t P.LORSTA ACCOUNT NUMBER 1994 coNsrnucnoN_ � BY _ DATE DESIGN PNS 8/4193_ DRAWN_ _ RDS 8/5/93 AS BUILT MICRFLM MICRFLIA FILE NO. SCALE I LLV —D_ FINISH T.O.C. EL. 22'-11" GRADE / < 56 MK 425 ® 9" I.S. & O.S. FACE EA. WALL w ,,o U U 3 1/2" aLQ CLR. u? vi o= Florida Gas Transmission Company Houston. Texas PHASE III EXPANSION COMPRESSOR STATION NO. 20 MISCELLANEOUS FOUNDATIONS FT. PIERCE, FLORIDA 6" WATER STOP TYP. I ALL AROUND WALL BOTTOM INTERSECTION DEG 2 11993 .'UNITY DEVELOPMENT 1.LUC1E CD. FL _ 'BEewa DRmW - smTE 'DO 1570248 TE1 22257-0240 �'IPELIKE 01I10up �I DRAWING NUMBER 120.10.612 1 ANCHOR BOLT DESCRIPTION v I-- Q Q ? 2 F ON (INCI A > 18 - 20 24 B 3 C D 1/2.... A325 2 2 1/2 3 3 3 4 5/8" 2 A325 3 3/4 2 A325 6 7 8 -3/4" 7/8" 2 A325 3 1/2 4 1" 2 A325 4 4 1 1/4' 2 A325 22 8 5 4 1" 2A A325 10 6 4 4 3/4' 1 A325 18 4 1/2" 3 3 2" A BY VENDOR 2" B BY VENDOR 1 1/2" C BY VENDOR 1" D BY VENDOR 1" E BY VENDOR 5/8" 4 8 5/8 1 3/4" 2 A325 30 8 8 1/2 4 - -- 3/4' 28 A325 12 6 3 3 3/4' 2C A325 39 6 3 4 1" 1 A325 24 8 4 4 3/4' 4 8 3/4 3/4" 2A A325 23" 6 3 3 3/4" 2D A325 8" 3 3 3 3/8 4 6 3/8 NOTE: ALL ANCHOR BOLTS REQUIRE ONE HEAVY HEX NUT & WASHER, GALVANIZED, UNLESS OTHERWISE NOTED. Q TYPE 2 & 2A, 2B, 2C, 2D TYPE 1 NOTE: ALL THREADS ARE LING Q TYPE 3 9 G o' o• o• o• o• o• o• o• o• o• 0 1 20 1 40 12 4 8 48 8 8 8 56 20�8 HILTI KWIK-BOLT d a m --- B 1 (HOLE SIZE) TYPE 4 L�l 16 0 T.O.C. EL. 29-7" - AFTER INITIAL POUR (CHIP 1/2" PRIOR TO GROUTING) loym�j 16 40 40 ° °o 3 1/2" C SLEEVE SHEAR I£ 4 iw. 10 4 o � � oti oti o• o• o• ^moo ^C0 -r all 146 Kis7E:1 112 f3 aQ Igo !!t 4 146 n 48 NOTE: 1. QUANTITIES SHOWN ARE FOR REFERENCE ONLY. 138 CONTRACTOR SHALL VERIFY WITH CERTIFIED s VENDOR DRAWINGS BEFORE POURING CONCRETE FOUNDATION WHERE APPLICABLE. 2. COMPANY TO FURNISH ALL ANCHOR BOLTS UNLESS 4 OTHERWISE NOTED. TYPE 4 ANCHOR BOLTS WILL BE SUPPLIED BY CONTRACTOR. 8 3. ANCHOR BOLTS FOR ALL BUILDING BASE CHANNELS AND ACCESSORIES ARE TO BE SUPPLIED 16 BY BUILDING MANUFACTURER AND INSTALLED BY BUILDING ERECTOR. 10 4 TOTAL: 11103i EL. 29'-7" T.O.C. EL. 28'-6" INITIAL POUR AFTER INITIAL POUR 1/2" PRIOR (CHIP 1/2" PRIOR ?OUTING) TO GROUTING) ( COUPLING / NUT N SET— SCREW O.D. G a e 3 1/2" SLEEVE SHEAR 1, 270 TYPE "A" 270 TYPE "B" 1 1 /2"0 TYPE "C' (8 REQ'D) (N.T.S.) (8 REQ'D.) (N.T.S.) (8 REQ'D) (N.T.S.) �..R DWG CHECKED APPROVED WORK ORDER NUMBER , S' 1 ISSUED FOR CONSTRUCTION - - 0 ISSUED FOR BID NO. REVISION - DESCRIPTION paq T.O.C. EL. 28'-6" UD ML.r- UNITY Etjjcj Co1 FPMENT D" APPROVED 1"0 TYPE'(4 REQ'D) (N.T.S.) DEC 0 6 1993 (AS NOTED) FOR1 "0 TYPE " T' CONSTRUCTION (4 REQ'D) (N.T.S.) (AS NOTED) t` ,6„ R R:NG DRW - SUTE .DO U N I V E R SA I_ P.O. 9OX 57024 emscq INc. NOus1 ON.*EUS 72257-D248 O13) BA-A]0 — -- - -- --- STATUS BY DATE BY DATE BY DATE S22138 i"lOrlda UQS iransmission Lompany P.L OR STA. ACCOUNT NUMBER Houston, Texas PREL'Y coNSTRucn°" ? PHASE III EXPANSION BY GATE COMPRESSOR STATION NO. 20 DESIGN PRE 11/2D/9%. DIL - - BID - - — -- ANCHOR BOLT SCHEDULE LRH 11/1/93 CONSTR. .__ _ _ as .; - - - PB 9/03/93 FT. PIERCE, FLORIDA -- - — PLOT DATE 08123�93 BY DATE CHK'6 LA P'D CADDS DWG \522138\S\2010616 a 1 DRAWING NUMBER 120.10.616 1 , I 2'-0.' 2'-C 1'-4" 1'-4" A SILENCER A N. W6X15 II d d; II x 10 II N II 3 o C II 40 021 1" 0 HOLES FOR �I 2 7/8"0 A.BOLTS i�t 011 � II g II (A325) X 3" LG. - -- ----- -I - •----� -- - . II E. II -_-A { II 2., 2" II I I N B B U cy Y W6X15 A .a SUPPORT STRUCTUR PLAN ® T.O.S. FL. 35'-11 1j SCALE: 3/4"=1'-O" 1 L3x3x1/4 ELEVATION A -A SCALE : 1/2"=1'-0" THIS DWG. (TYP. 4 SIDES) INTAKE SUPPORT STRUCTURE (1 REQ'D.) SKID, DAMPER & EXH. 16 L°2 x 4` DUCT ADAPTER FRAME' XHAUST E (ALL AROUND OPNG.) -8 1/16 '-8 /1 16 GA. STRAP, 2" WIDE, ALL AR (INS— SID C EAR) I z NEW OPENING FRAMIN \ I co i� z (BY BLDG. VENDOR) BACKDRAFT In v o DAMPER FRAMED h o Qco W 8" WIDE ELASTOMERIC OPENING\ Z ¢ I CONNECTION, ALL AROUN v� 1 F.F. EL. BLDG. FOUNDATIO ql -44 E (EXISTING) ELEVATION SECTION E-E 3/8" = 1'-O" SCALE .3/8"= D�.; STANDBY GENERATOR BACKDRAFT DAMPER LOUVER nmo 2'-0" oni SILENCER N W6X15 'n W6X 15" C 011 LAN ® T.O.S. EL. 31'-11 116' & 26' 1 J �5/ TR SE r�69 PLAN L` 2 1/ "0 ROD 1 1/2" = 1'-O" TRUN ION 3/8" PL GUSSET (TYP) C6 x li 10.5 �2 3/16 3/16 STIFF. fE L 180' CUT FROM 4' NOM. PIPE x 0'-2" LONG (TYP. ELEVATION 1 1/2" = 1'-Y DETAIL _ SCALE : 1 1/2"=1'--O" TRUNNION SUPPORTADU2- REQ'D N D 6 5/16" 6 5 16" W6K15 u w I u p u II u — - - - - 0 I II II ' U-) II u NOTE: n ALL CONNECTIONS BOLTED w/ 3/470 A325 BOLTS UNLESS OTHERWISE NOTED ° PLATE 1/2"x12"x1'-O" W605 ;; WELDED TO TOP OF rr BEAM. ALL AROUND Lo II j `II N x II tI! II •--. 10 II ' o o' x ,, 1 1 p cD x x 3 L0 ii U TRUNNION SUPPT. II II SEE DET. 1 n PLATE 1/2 x6 1/2" \ - - x v- W6x15 (4)-7/8"4 HOLES (BOTT. FLG.)(TYP. 4 PLC'S.) D 2'-0" 2'-0" "7 _ PLAN ® T.O.S. EL. 44'- NO SCALE `n r1'-O" 3'-1 3 8" 0 I I T.O.S. EL. 33'-6 5/8" CID M O 0 _I I N T.O.S. EL. 30'-5 12 TYP. 1 I B.O.S. EL. 23'-0" �.O.S. EL. 32'-9 5 8"- I I W6 2 19 8" WIE / PLATE 1/2" 1/4 ..i 2'-5 I TRUNNION (RE. DET. 1) C6 ws 1/4V - T.O.PL. EL. 29'-8 1 1 /16" 4 WELD PLATE TAT P OF ,- x x 31 STRUCTURAL STEEL GENERAL NOTES. 1. DESIGN, FABRICATION AND ERECTION OF ALL STRUCTURAL STEEL ITEMS SHALL BE IN ACCORDANCE WITH AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS, LATEST EDITION, 2. ALL STRUCTURAL STEEL SHAPES, BARS, AND PLATES SHALL CONFORM TO ASTM A-36 AND TUBE STEEL TO BE A-500 BR.B. 3. ALL STRUCTURAL PIPE MEMBERS SHALL CONFORM TO ASTM A53, GRADE B. 4. ALL OPENINGS CUT IN FLOOR GRATING SHALL BE AS SHOWN ON THE DRAWING. 5. ALL STRUCTURAL WELDING SHALL CONFORM TO AWS D1.1 STRUCTURAL WELDING CODE, LATEST EDITION. WELDING OF STEEL DRAIN PIPING AT THE COMPRESSOR BUILDING SHALL BE IN ACCORDANCE WHITH API-1104. 6. ALL BOLTS FOR STRUCTURAL MEMBERS SHALL CONFORM TO ASTM A-325. BEVEL WASHERS SHALL BE USED WHERE ATACHED TO FLANGES. BOLTS SHALL BE TIGHTENED BY THE "TURN -OF-THE-NUT" METHOD. 7. ALL STRUCTURAL STEEL SHALL BE FREE OF SHARP BURRS OR EDGES. 8. DRAIN PIPING EMBEDDED WITHIN OR PLACED UNDER THE COMPRESSOR BUILDING FOUNDATION SHALL BE ASTM A53, GRADE PIPING UNGALVANIZED AND SHALL BE COATED WITH TAPECOAT 20 OR COAL -TAR ENAMEL APPLIED APPLIED IN ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS AND MANUFACTURER'S RECOMMENDATIONS. 9. EXHAUST MUFFLER SUPPORT STRUCTURE AND STAND BY GENERATOR MUFFLER SUPPORT STRUCTURE SHALL BE SANDBLASTED AND PRIMED IN ACCORDANCE WITH CONSTRUCTION SPECIFICATION. AFTER INSTALLATION AND TOUCH UP PRIMING, INTERMEDIATE AND FINISH COATS SHALL BE APPLIED IN ACCORDANCE WITH CONSTRUCTION SPECIFICATION SECTION 16, PAINT SYSTEM "A". 10. UNLESS NOTED OTHERWISE, ALL STRUCTURAL STEEL ITEMS INCLUDING SHAPES, BARS, PLATES, PIPE, BOLTS, NUTS, WASHERS, ETC. SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A-123 OR A-153 AS APPLICABLE. PIPE CLAMPS TO BE BAKE PAINTED OR COATED IN THE FIELD. 11. CONTRACTOR SHALL PROVIDE WEEP HOLES IN ALL HORIZONTAL MEMBERS THAT ARE POSITIONED WHERE MOISTURE MAY COLLECT. WEEP HOLES SHALL BE PROVIDED WHERE NECESSARY IN TUBULAR MEMBERS. 12. ERECTION DRAWINGS PREPARED BY THE FABRICATOR SHALL REPEAT IN A PROMINENT MANNER ALL FIELD NOTES AND FIELD WELD DETAILS SHOWN ON THE DESIGN DRAWINGS. ERECTION DRAWINGS SHALL SPECIFY ERECTION SEQUENCES WHEN APPLICABLE AND ALL OTHER ERECTION REQUIREMENTS AS DEVELOPED BY THE FABRICATOR. - -_ SCAIE f A' ATE 3/4"x10"x -10" (2)- 7/8"0 HOLES DETAI I immiL SCALE SQ. orida Gas missi ` ompt . Houx, Texa PHASE Ili EXPANS10 9_ COMPRESSOR STATION NO. 20 MISCELLANEOUS STEEL STRUCTURES FT. PIERCE, FLORIDA mc2 im `O 6 1993 FOR rRUCTIOP `nzsz-ozda 120.10.617 A oy e i 1 a.S •T \. i x�Y I .. %a jV. 1 _t �. I 01 1 If W6x15 (TYP.) .,1 5'-10" 3'-2.r 2'-8" THIS AREA OPEN 1 3 4" 1'-7' 1'-7 1 3 4" FOR PUMP ASSEMBLY 5/8"0 HOLES (SEE VENDOR DWGS.) ONP FLANGE _ co 00 CL W6 (TYP.) --- + --r_ N - --- I _ co I jai c N 5 8" 0 HOLES / I 1 /4' N i' TOP FLANGE I„ --i_\ III I �� CHECK'D R D T.O.S. x 00 v B.O.S. FI 0 i'- CORRIGATED METAL ROOF PLAN SCALE: 1 /2" =1 '-0" � S.� ` �8 II tosNr (k_3 (TYP.) ,I I TYP. I 3/16 I C8 I —C6x8.2 _------_—.-----_.. i = I' I II C6x8.2 (NS & FS) C6x8.2 (NS & FS) u-) SEE DETAIL 1 co (TYP.) 1' 7 1 2" X 2' -1 1 2" (OUTSIDE) SECTION B-B SCALE : 1"=1'-0" THIS DWG. ELEVATION C8x11.5 �3/8 & F C8 C6x8.2 (N C6x8.2 (NS & FS C6x8.2 (NS & SCALE: 1 /2" =1 '-O" ELECTRICAL SWITCH RACK (1 - REQ'D) (SUPPLIED BY VENDOR) SECTION SCALE . 1 -1 -0 n III w C12X25 031 E_3+46'-0_ ~ ENGINE 4 ti 1 1/8"0 HOL 3kl/ t PLAN �.: R 3/8,r X 3" 069 X 1'-1 1/2' C12X25 ...........-...... -. _ . ...........-..... ELEVATION D-D SCALE : 1"=1'-Yl HYDRAULIC PUMP SUMP AT COMPRESSOR BLOCK (1 REQ'D) 4 x 5.4 2" x 1 /4" 4 x 5.4 FIN_ GR. "0 CONC. RMED w/ NOTUBE 0 N 0 0. E 0 N p N NOTE: VALVE ATTACHMENT TO 4"0 PIPE IS BY CONTRACTOR. FRONT VIEW SIDE VIEW ESD STATION DETAIL N.T.S. (SEE DWG. 108.2.5.602 FOR QUANTITY & LOCATION) (5 REQ'D.) 3.-6" — o _ 8' -0" SECTION F-F SCALE : 1"=1 0 - FDN. 3'-6" 3'-6" 16'-0" PLAN SCALF: 1 /2"=1'-0" SECTION t-t SCALE GOV SUPPORT RACK FOUNDATION (1 REQ'D) 3'-6" I 4 1/2" . 4 m FDN. S. 7+21 '-0' 5 - 4"0 SCH. 40 I PE --�1" 0 BAR �TYP.) (5 - REQ'D) N I I o 0 PL.. & N C8 -d - - 3/16 V 3/4" PL. C8 DETAIL SCALE (3 - REQ'D - 1 OPP. HAND) �'� 6'-Y' 3'-0" 3'-0" 1 I L3x3x3 8 Yy1��l 1 Btl BERIND DRIVE — SUITE 400 i.D. BCE 570248 HOU40N,TF.IU$ 7729-0248 (713) 977—])I0 w 1 0 TRUCK WELL CONC. LAYDOWN BLDG. S 7+67'-87 C- — - — - — - — - — (k FLOOR FRAMING PLAN 1/4!" = l'-O" (2 20'— 1 Y' 6'-3 1/2" 4 19'- 4!' 20'— 10" 5'-8" 4'- 10" 1':r6 " 6 - 4' 0 5'- 6!' I 6'- 0" 103'-0 12" 1 1/4"x3/16' GRATING LE T 10 622 UNIT CONTROL 0 ROTATE GRATING DIRECTION THIS: PANEL E IRECTION THIS co I I I I I I I I I I I I I 0 LY AREA ONLY STD. PIPE � COL., TYP. c--�,C B)B �. --� 6'-3 1/2" 51-87 6 -10" 4'-0" 5'- 6" 2'- 0" 4'-0" 4'-3 1/2" L0 W8 x 24 S DIRECTION OF 11 (3'-3" 3'-8 1'-8",3 TYP. PRIMARY -5 1/2N BEAM U.N.O.) U) F- (D LO -lqkA) I 120.10.622 J (Do- 3- 1?7 I - �Tr— A I I I 1 11 1 I I �� :iT I I t 11 i i i i V= I , 'c14 I I I T-F 17- r- I I -r- I I 1 1" 1 jjjI- T- I I I F- i I I I I THROW ;L , t S 7+60'-4!'1-------- -- 1 LITT 1 1 1 1 i C6 x 5.4 (TOE DOWN) ® z m '00 co C 6 x 5.4 TYP. PIPE CUT-OUT :(TOE DOWN) 77 (BANDED) C6 x 54 Lj xl// W6x15 JOIST CONC. (TYP.) "'D 0 1 1, r (TOE IDO TYP. PANEL (BANDED) LAYDOWN c6 x 5.4 -L 1 1/2 x 1/1/2 (TOE DOWN) —21 1 (TYP. @ BLOCK & ® " ,LA,YQQN(IJ AREA GR TING TO BE FABRIII ATED ON THE JOB IN WIDTHS AS NEAR 247 AS POSSIBLE AND LENGTHS NOT TO EXCEED 6'-0". 00 2. ALL GRATING PANELS ARE TO BE BANDED, INCLUDING ALL cli '-4 11/4" 1 3 3/4!' 1/4!' x 1 1/4!' x 3/16" 1'-5 1 2"h - 3�' 4'-4!' 1 1 -Aim= CUT -OUTS. WELD BANDING TO EVERY BEARING AND CROSSBAR. -zl 7'-2" STEEL GRATING, TYP. T-A 3. FOR CUT-OUT SIZES AND LOCATIONS SEE PIPING DRAWINGS. ALLOW MINIMUM 1/2" CLEARANCE AROUND PIPE. 4. AFTER FABRICATION, GRATING PANELS ARE TO BE SANDBLASTED 7� AND HOT DIP GALVANIZED. ................ il 5. FIELD TO INSTALL GRATING HOLD-DOWN CLIPS. 0 A SI& FLOOR NOT DESIGNED FOR CRANE LOADS. L I UD 2-6" 3'-9 2" 402 1/210 1'- 2' 5'- 10 1/2" 6'- -.3" 6'-0" 4'- 3 _1 /2" 1 LD 60 "I i n c 2 119M E� 111 BERNG DRv - suite 400 P.O.18OX 570248 Ho. ONJE% 7 7257-0149 (713) 977- 7770 Florida Gas I s Company R IE N Rk A P PHASE III EXPANSION DATE GAJ PIPELINE COMPRESSOR STATION NO. 20 IT COMPRESSOR BUILDING AS CoN§'TR.' FLOOR FRAMING PLAN FT. PIERCE, FLORIDA —77WING NUMBER CADDS 120.10.621 /1\� 21 a M SECTION H—H SCALE : 1 1/2"=1'-0" 120.10.621 2 3 NOTE: (METAL PANELS AND GIRTS OMITTED) rnn ni enlT DETAIL 1 SCALE : 1 1/2"=1'-0 120,10.621 FOR SPACIN SEE DWG. 120.10.621 T.O. GRATING rIMMMM T.O.S. EL. 28'-4 3/4' _T W8x24 015 C 3"0 SCH. 40 135 FLOOR POST (TYP.) H I i H i I r 23'-1 C -1/2" BASE IE 068 (TYP. ALL POSTS) 0 H EC �. c) z EL. 23'-0" SECTION A —A _ SCALE 1 1/2 1'-O" 120.10.621 K) c C W6x15 011 015 JOIST W8x24 T.O.S. 28'-4 3/4" 3/8" STIFF. Z C 069 SK SECTION B—B SCALE :1 1/2"=1'-0" 120.10.621 095 3/4..0 X8..2 HOLES O pG H. BOLT W/ HVY. HEX NUT COLUMN--'-- - 4 3/4"0 HOLES FOR 5/8"0 A -BOLT TYPE 4 — 1/2" fE 068 PIPE 3"0 L 3/8 C STIFFNER 069 SECTION 3—j SCALE : 1 1/2"=1'-O" 120.10.E 1 N W8 & ``__:N - COL. 1_ — C 1 1 2" 015 (TYP.) W8x24 BEAM�II W6 JOIST OMITTED � EE. � 1T-Q ` FOR CLARITY 3"0 SCH. 40 FLOOR POST (TYP.) 3"0 SCH. 40 FLOOR POST (TYP.) 3/8" SPLICE I£ (SEE DET. 2) C 069 SECTION C—C SCALE : 1 1/2"=1'-0"120.10.621 011 W6X15 3 1/2" L 1 1/2 x 1 1/2 x 1 /4 (CONT.) C 220 T.O.C. EL. 1 1/4" GRATING 28'-6" a. 44 a C :— W8x24 e 015 d a e 4e a < I e I I FACE OF I I CONCRETE STD. CLIP L W/ 2 5/8"0 A -BOLT TYPE 4 VARIES (ONE SIDE ONLY) aSEE PLAN 120.10.621 SECTION D—D SCALE : 1 1/2 120.10.621 1 7 8' W8X24 I �2 3/4'0 HOLES 1 — R 3/8 X 3 1 /8 X 4 3/4 SECTION K—K SCALE : 1 1/2 1'-0"' 120.10.621 w g a Uj 1 3 4° 1 1_1 3 4" ',._-(4) 3/4"0 HOLES -- N " 1 /4" x 4' TOE PLATE 6 1 2 - fp 3/8 x 6 x 0'-6 1/2" 069 DETAIL 2 SCALE : 1 1/2"=1'-0" 120.10.621 1 ISSUED_ FOR CONSTRUCTION 0_ ISSUED FOR BID NO. REVISION DESCRIPTION T.O.S. EL. 28'-4 3/4" 3"gib SCH. 40 FLOOR PQIT N; c 135 1 1/2"0 PIPE HANDRAIL (TYP.) (REMOVABLE) 111, 2C 1 1/4" GRATING T.O.S. -S _ 28'-4 3/4" W8x24 3/8" STIFF! W6X15 SECTION G—G SCALE : 1 1/2"=1'-0'120.10.621 STATUS DATE 1/4" GRATING "T.O.C. EL. 28'-6" T.O.S. EL. 28'-4 3/4" ;*.. 011 W6x15 s e ' e s. 3"0 SCH. 40 ( I COMP.__/ FLOOR POST (TYP.) BLOCK 135 VARIES SEE PLAN 120.10.621 SECTION E—E SCALE :1 1/2"=1'-0" 120.10.621 PREL'Y- ----. BID REA 11/1/9 -- -- CONSTR. -- ---- -- LRH 9/3/93 _ --- - CADDS PLOT DATE:__ _ BY DATE CHK'DiAPP'D 20 DWG. \S22138\S\10622 1 /4" x 4" CONT. 'TOE PLATE M/L 2"0 PIPE SLEEVE WELD B'TWEEN. BEAM FLGS. COPE TOP FLG. TO ACCOMODATE H.RAIL POST AT 6-PLCS. s DATE S22138 P.L OR STA ACCOUNT NUMBER CONSTRUCTION BY DATE - - DESIGN -DRAWN HICK 8/28/93 LRH 9 2 93 AS BUILT MICRF M FILE NO. ___ SCALE 1 _1_/ _g" _1 BLDG. GIRT - (BY OTHERS) T.O. GRATING EL. 28'-6 m (N 07)x +, 0 V7 I ) I I I I 3"0 SCH. 40 I I FLOOR POST 1 SECTION F—F SCALE : 1 1/2"=1'-0" 120.10.621 T( 2"0 PIF I_ SECTION M—M SCALE :1 1/2"=1'-07i 120.10.621 Florida Gas Transmission Company Houston. Texas PHASE III EXPANSION COMPRESSOR STATION NO. 20 COMPRESSOR BUILDING FLOOR FRAMING DETAILS FT. PIERCE, FLORIDA nEC 2 11993 DEC 0 6 1993 FOR ONSTRUCTIO 1e11 BER.NG ORA - SUITE 400 UNIVERSAL P.O. BOX 5702M E"SC.. NC. NOUSiUv,iE/.AS 77257-0248 (213) 977-7))0 ENRON CAS PIPELINE DRAWING NUMBER 120.10.622 A �7 a _ MATCH LINE S11+00 SEE DWG. 120.10.602 0 0 0 W U) H J) CD Z Q i n PS-36 'l PS-29 L 4, PS- L PS-31 PS-32 PS-33 L PS-34 I S13+OCA { I, S13+25-- o DRAWING LIMITS S13+25 0 0 0 0 0 + + -+ N ('� LLJ I-+-1 l it NOTE: 1. FOR PIPE SUPPORT COORDINATES, SEE PIPE SUPPORT SCHEDULE DWG. 120.10.613. _ - 1 -- -__ NO.--- ,.� .__.. ...�. ..,,. .-.__. >., _ , _-...a - .._,..a .. -. _.... _ �. -- DWG. CHECKED APPROVED - — -- -BY DATE---- BY DATE WORK ORDER NUMBER S22138 -- - BY -- DATE- ---- ---- -- - -- ISSUED FOR CONSTRUCTION ------- - - - - -- -STATUS - - - - -- -- - — -- -- - -- B P.L. OR STA ACCOUNT NUMBER — PREL'Y 1994 CONSTRUCTION _ _ BY DATE DESIGN 8/19 9 DRAWN CMB 8/19 _9 JAB 11/1/93 - -- APP'D CONSTR. __ p sp� 0?_l93 As BUILT_ MICRRM FILE _NO. SCALE --- ---- ___ _ _- ___ PLOT DATE: 09f \S22138\S\2010624 --------------- BY DATE CHK'D CADDS-DWG. _ t1=15 __-- -REVISION - DESCRIPTION I S 12+00 I IS 13+00 l'1 fI EC 2 hj LCOMM U.`N'�T-rv.-ic- t )VINEN _.M. { { �S13+25 Florida Gas Transmission Company Houston, Texas PHASE III EXPANSION COMPRESSOR STATION NO. 20 FOUNDATION LOCATION PLAN FORT PIERCE, FLORIDA DEC 0 6 1993 1811 DERAG DRIVE - SWIE 110 UNIVERSAL P_0. WX 570248 FNSCO, Q NNII TO..TEX I1257-02<a (713) 977-7770 r w ni IF V a GROUP DRAWING NUMBER 120.1 0.624/1\ , <w 4 {'14W� kik- ,s7L} r. wuc,w .Y, c ry e y O O O O } + r�) c} . �. .. .+ .. , ;` I 11 .III"1,,�I� i' I 9, i � � I� 1. A. II .� I , q ,.. 'd„ -, % d,. . , + IIII r< : I,I h I� i, � I ,,U1� II t Y II1 I1 -I,,�, 1 .,�AI Y' I II1I e5t I I,,�1,: R. 1. 1 _ S 1 al 1 1.- / f %j-, I` I , � , ' § r � ,.. I - y ,v V 2 ! C , .��,,� rqd' 1 * ,4 v x li Y n5 f F ry -I II 1 ry M i - —, i y`•,v. , _ g :,1 .. + � , "I tC nAf+ x 1 I,�� �I, i c < . n A f .. I- 4' I rvf r 6 I I,II wmwII1 p.. i l..t I II1 I I ,I, - II,I� ,� ,I Wk9 ell E5 I, .I� o i �r ¢ Y S II I1I I %'PS 11 f K \ b .V I y SA y, Y y',x . ni r � I =,I �II�� k 4 J u� is { r n s.. I `. .fr ,- 1 II,,,1�,,,1I,I � X yx UNy f d w a 24d IM k, �I� Y % v N r.. .5 . � I R 4 Ii ,I� .111 ,e f : k g y ��I, i..I 5 ): Y Y `~ y I, .I a x4 i� , 4 fl S , 3 , +, ,, I d �i�c�1 , e ,3 3, . ,: v ,- i ° ., K `: A L " tot+f .4 % . . r<, , %' - I ,��I , � 2 0. x N ,j +`hRi' e� r� 1 t �J #' 9 1��I�, .I�I 4 Y Nk Fk ,I,I IIII,I W 4 , f Gx 1 l:, h h I �I II-" , I I'l,�l IEI" P'` { �. �, ix F s r di' Yo Y 9 \' II I I, II, III C 45 'w' `: 3 8 [ Z y'�8a. 1 Lw Z - , �,,, ,PI At y-Y fFe• x l%, �1 {, f{1 t 1,,I1I � d I ,, Y S 5 4 W ,, f1I II�I I �� � I II >F 6 4 {*' a .l f'-1,1 ,_ Y 1 d � �1 '� s,? r 1 1' k.& �,u +W III� rry n'y"z' rt ,aY fdl d4 ,ai a 1, � I� I, �,I 1, I" �-1 � ,I I. I�� �1 �II� I- 1,I1- � l $ ^ inn 5,..�, ,-I-] ['�' x S '': Y �t J f , 4W. t �,�, 1,I, I WI d Y % J G i4 C S >. Y P *e I , , � , ,, W,.! P-,I OI ,- 1' ! v t 'xi"i r II,I; akf 1 i v s* s Y t ,{ II �,,II , ,I", III IIi 1f i i 1f a% i + { 5 r5 I"�,� I 4'.!A ;%j �f x x 'IXyt`1'isf¢ YNx % PI., , � 4 i{ ... '# � I � ,I M 5J^ r ro ad c I.II, �� ,"," nIJ. ��- " x e} i#R« x 4 t, ,I" I i3'", S t ';5 a T ",," e r a° t ,I I , � III II II , � � I ,IIII,,,, I,,, I. r I ,I ,,,I �I I�1 ,��I , , " I I I f 4 W. 'i.1,M xk r p S R'.. I, _ , I II 1��7 , IL- � 1-1I1-I11I 1-�11,." 11 � 1 �;5 _ x .fl L. { ,I. �I I ,,�I "Ie �,IrL 1�I� ,I I ,,i �. ,�,-I "- I � V W ,� a. I. ,I.I, , ..a', II II ' r1 " a Y , r I� I I I l- � 11 I -*I-4vPI 6=`�, PI S� k f{ C9 3 f r �, I, II .. �i + AA f II �I % ,I I��I lI� n ,; M A ( f 1 , a I II,s kl ,- f c4 Frr +w I,,. II , � k _ a I 1- 5 ,} , : w ' f II a Y r� -2 < :. .. - .. . ll�pW F , • � J)' _ t l ,xFti n vY k� ,. ,.. , �e}" r l5 ,. _ .. !" i `.� e, � , , I -,q I. r SECTION SCALE : N.T.S. 4 1 -MK 323 MK 322 C—C 3'-6" 2 - 1"0 TYPE 2 -v -v A. BOLT (TYP. EA. 1 010 1 PIER) 7" 1' 3" TYP. TYP. V-) 00 J) d +I + Lw L: M I --o 0 I N I 1 i S 8 + 09'_Y' I I T 1 I 4 1"0 TYPE 2 A. BOLTS 0 -1 1/211'-1 1/2" (TYP.) (TYP.) N PLAN SCALE: 3/4" =1'-0" 0 0 8 MK 603 3 EA. FACE FIN Id O O � N N M M Ln I Y Y d � � U� N — �- ---r 0 �— L___ d- 4 3/4'0 TYPE12 A.BOLTS 6'-0" PLAN —3/8„ =1'- 0" c- S, 28 MK 580 ® 12" OZC (7 EA. WAY TOP & BpTT.) SECTION B—B SCALE : 3/4" -1 -0 AIR INTAKE FILTER/SILENCER FOUNDATION (F-2080A, 208013, S-2081A, 2081E (2 REQ'D - 3.0 C.Y. EA.) T.O.C. EL 22'-11" � W -- --- N - ��—�_ �H fi \/ 9'-6'0S IR .FIN. GRADE \ 1 9'-6 0 CIRCLE —� L J 2 MK 422 (EA LONG FACE) TYP 2 MK 423 (EA SHORT FACE)TYP C o 0 o �CL �I d- N W\ N In �r L 1 8" COMP. FILL SECTION D—D SCALE :3/8"=1'-0" THIS DWG AIR COMPRESSOR C-2030 FOUNDATION (1 REQ'D ti 0.95 C.Y. EA.) T.O.C. FL. 22'-1 1" ---- II FIN G DE ,v�:v�i`' 8 MK 582 (3 EA. FACE) 4'-9 1 3'-j 16 MK 581 3" yyy (4 EA. WAY TOP & BOT.) SECTION A —A SCALE : 3/8 =1'-Y' - ELECTRICAL SWITCH RACK FOUNDATION _ (3 REQ'D 0.8 C.Y. EA.) NOTE: FOR REINFORCING SCHEDULE SEE DWG. 120.10 f 1 ISSUED FOR CONSTRUCTION 0 ISSUED FOR BID NO. R(VISION - DESCRIPTION _ 12" MAX. SPACING EQ. SPACED (TYP.) MK 581 MK576 MK 577 MK 578 I m LO Y ~ MK 578 _ MK 577 — MK 576 MK 581 _ I MAT REINFORCING PLAN 3/W=1'-0" DWG. CHECKED STATUS BY I—DATI PREL'Y -- -- BID -- --- JAB 11/1/9 CONSTR. LRH 9/3/93 - -- - ------ — PLOT DATE:_ 07 BY DATE CHK'D APP'D CADDS DWG. \S22138' u PLAN ELEVATION 3/8" =1 '--0" 1 TIE SET ® TOP (4 MK 575) U N U U � w L0 Ln ® U1 O Y 14" SQ. CONC. PILES - SEE DWG. 120.10.632 24- MK 574 (4 EA SIDE) _ MK 572 ' K 57 3 -�- -- --- 41 _ - 3 O I I t cc - I d 0 - I MK 573 ~ P"'I nEG 2 13PAU�NITY✓EVE'ti,i"SrNT� STTLLLIICIE,, C PEDESTAL REINFORCING PLAN EXHAUST SILENCER FOUNDATION (S-2083) (1 REO'D - 15.82 C.Y. EA.) WORK ArrnuJED K ORDER NUMBER ~��W DATE BY DATE S22138 Florida Gas Transmission Company -- ----- - ---------------- R.L OR STA. ACCOUNT NUMBER Houston, Texas G°NSTRucn°" PHASE III EXPANSION — - " BY DATE COMPRESSOR STAI ION NO. 20 -- DESIGN SV 06/23/93 - — — DRAWN EA 08/05/93 MISCELLANEOUS FOUNDATIONS L/t- AS BUILT _--MICRFEM — - -- FT. PIERCE, FLORIDA MICRF M 93 FILE NO. 010629 S ALE 48 F.Nv GAS LFW- 0.1 HE elfm )uP i DRAWING NUMBER 120.10.629 1 I I i I I I i I I, I I t c ��R�If���il:S.��iP►�.I� 1. THE REQUIRED PILE CAPACITY FOR STATIC LONG TERM LOADS SHALL BE EQUAL OR GREATER THAN THE FOLLOWING: A AXIAL DOWN LOAD: 40 TONS B AXIAL UP LIFT: 20 TONS (FOR TYPE it ONLY) C LATERAL AT TOP: 1 TON 2. PILES SHALL BE 16" SQUARE PRECAST PRESTRESSED CONCRETE PILES AS FOLLOWS: A) MINIMUM CONCRETE 28 DAY COMPRESSIVE STRENGTH F'C=.5,000 PSI B) ALL CORNERS SHALL HAVE A 1" CHAMFER OR RADIUS C) SPIRAL HOOPING SHALL BE A MINIMUM OF 0.207" DIAMETER D) PILES SHALL HAVE A MINIMUM OF 6-1/2" DIAMETER PRESTRESSING STRANDS. FINAL PRESTRESS SHALL BE A MINIMUM OF 700 PSI. E) TOLERANCES SHALL BE PER PCI-MNL-116-85 CONTRACTOR SHALL BE RESPONSIBLE FOR THE SELECTION OF PILE LENGTHS. THE SELECTED LENGTH SHALL ALLOW ADEQUATE EXTRA LENGTH FOR LEAD SECTIONS AND OVERDRIVE. THE DESIGN PENETRATION IS 30 FEET BELOW THE BOTTOM OF THE PILE CAPS. 3. CONTRACTOR SHALL PROVIDE DETAILED PILE INSTALLATION PROCEDURES TOGETHER WITH HAMMER AND PILE TYPE SELECTION IN WRITING FOR COMPANY'S REVIEW BEFORE WORK STARTS. CONTRACTOR SHALL NOT MAKE ANY PILE TYPE SUBSTITUTIONS OR MODIFICATIONS TO THE PILE DETAILS WITHOUT COMPANY'S WRITTEN APPROVAL. 4. CONTRACTOR SHALL SUBMIT THEIR SELECTED METHODS AND DETAILS FOR FIELD SPLICING OF PILES AND DRIVING SHOES IF REQUIRED. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SELECTION OF THE PROPER PILE DRIVING HAMMER. CONTRACTOR SHALL SUBMIT PROPOSED PILE DRIVING EQUIPMENT TOGETHER WITH ALL APPLICABLE BACKUP DATA FOR COMPANY'S REVIEW PRIOR TO ACTUAL DRIVING. THE RECOMMENDED HAMMER RATED ENERGY FOR THIS WORK IS IN THE RANGE OF 30,000 TO 50,000 FOOT-POUNDS PER BLOW. CONTRACTOR SHALL CONDUCT THEIR OWN WAGE EQUATION ANALYSIS AND/OR FIELD TEST DRIVING TO DETERMINE THE FINAL DESIRED EQUIPMENT TO ACCOMPLISH THE PILE INSTALLATION. THE ACTUAL PILE DRIVING CRITERIA SHOULD BE ESTABLISHED USING THE WAVE EQUATION INCORPORATING A SAFETY FACTOR OF 3.0. 6. PILES ARE TO BE DRIVEN TO A FINAL SET OF 3 BLOWS PER 0.5 INCH USING A HAMMER HAVING THE ABOVE MENTIONED RATED ENERGY, OPERATING AT NOT LESS THAN 80 PERCENT OF THE MANUFACTURER'S RATED CAPACITY. THE SPECIFIED PILE SET IS TO BE ACHIEVED OVER THREE (3) CONSECUTIVE INTERVALS FOR EACH PILE. THIS REFUSAL CRITERIA IS TO BE REVIEWED AND ADJUSTED AS REQUIRED WITH COMPANY'S APPROVAL IN WRITING. ALL PILES THAT ARE DISPLACED UPWARD BY THE DRIVING OF ADJACENT PILES SHALL BE REDRIVEN. CONTRACTOR SHALL SUBMIT REDRIVING PLAN TO COMPANY FOR APPROVAL. 7. CONTRACTOR SHALL PERFORM CALCULATIONS FOR THE FINAL BEARING ULTIMATE CAPACITY OF THE DRIVEN PILES, BASED ON DETAILED ON - SITE DRIVING RECORDS. THESE CALCULATIONS MUST BE SUBMITTED TO COMPANY FOR REVIEW AS SOON AS POSSIBLE. AFTER REVIEWING THE CONTRACTOR -SUBMITTED PILE CAPACITY CALCULATIONS AND ACTUAL DRIVING RECORDS, COMPANY RESERVES THE RIGHT TO REQUIRE THE CONTRACTOR TO CARRY OUT A PILE LOAD TEST AS SOON AS THE FIRST SET OF PILES ARE INSTALLED. THE COMPANY SHALL SELECT THE PILE TO BE TESTED. CONTRACTOR SHALL LOAD THE PILE TO 2.5 TIMES THE ABOVE MENTIONED DESIGN CAPACITIES. CONTRACTOR SHALL SUBMIT THEIR PROPOSED DETAIL PILE TESTING AND LOAD DEFLECTION RECORDING PROCEDURES FOR COMPANY'S REVIEW PRIOR TO TEST STARTS. CONTRACTOR SHALL PLAN TO CARRY OUT AT LEAST ONE PILE LOAD TEST PER STATION SITE AT ITS OWN COST MEETING COMPANY'S REQUIREMENTS. CONTRACTOR SHALL CARRY OUT ADDITIONAL PILE LOAD TESTS AS REQUIRED BY COMPANY WITH PRE -AGREED COST FIGURES. 8. DEVIATION FROM VERTICAL OR SPECIFIED BATTER SHALL BE KEPT TO A MINIMUM. AFTER PILE DRIVING, PILE HEAD SHALL NOT DEVIATE MORE THAN 3 INCHES IN ANY DIRECTION. IN CASE THE PILE HEAD DEVIATION IS GREATER THAN THIS LIMITATION, CONTRACTOR SHALL, AT ITS OWN EXPENSE, DRIVE ADDITIONAL PILE(S) WITH THE LOCATIONS AND NUMBER OF THE REQUIRED ADDITIONAL PILES APPROVED BY COMPANY. ALL DAMAGED OR INADEQUATE MATERIAL SHALL BE REPAIRED OR REPLACED WITH COMPANY'S APPROVAL AT THE EXPENSE OF CONTRACTOR. 9. ALL DRIVING RECORDS, PILE CAPACITY CALCULATIONS AND FINAL PILE LOCATIONS TOGETHER WITH PILE LOAD TEST REPORTS SHALL BE SIGNED AND SEALED BY CONTRACTOR'S ENGINEER LICENSED IN THE STATE OF FLORIDA. THE COMPLETED REPORT MUST BE SUBMITTED TO COMPANY FOR REVIEW WITHIN TWO (2) WEEKS OF FINISHING THE FIELD WORK OF PILING. L S 7+66y7'-&' NOTES: DENOTES 16"x16"x3O' LONG PRECAST CONCRETE PILE ❑ (SEE TYPICAL PILE DETAIL THIS DRAWING). ab. DENOTES 16"x16"x3O' LONG PRECAST CONCRETE PILE WITH 8V:1 H BATTER. FOR PILE COORDINATES SEE PILING COORDINATE SCHEDULE DRAWING 120.10.633. S8+00 ........ ........ ..: 9" — T.O.C. CUT OFF EL (SEE DWG. 120.10.633) BOTT. OF FOUNDATION 4 -#5 16" SQ. PILING (BY OTHERS) NOTE: PRECAST CONTRACTOR SHALL CUT OFF EXISTING 16" SQUARE RECESSED PILING TO THE CUT-OFF ELEVATIONS SHOWN ON DWG. 120.10.633. CONTRACTOR SHALL DRILL (4) 1 1/2" ROUND HOLES ADJACENT TO EXISTING PILING REINFORCEMENT TO A MINIMUM DEPTH OF 30 BAR DIAMETERS INSTALL DOWELS USING A NON -SHRINK EPDXY GROUT. TIE I DOWELS TO TOP SLAB REINFORCEMENT. SLAB REINFORCEMENT P-146 & 147-,,"n --- S 7+09'-4" ❑ PS-19 13 ❑ PS-19A ❑ w r-t5J HNU t5b Ew P-35 P-36 P-62 IP-63 P-107 P-108 ❑ ❑ dcoi 6 ❑ ®P-12 c i a n cn D ®P-11 r,❑ I ❑ d❑ ❑ "t� I ❑ 0❑ I ❑ '0❑ P-127`- p -10 IpI1 V b( b b P-126 ❑ ❑ Cl ❑ ❑ ❑ ❑ ❑ ❑ IU P-1 THRU 4 ❑ ElP-125� P-12vEl El P-123 ❑ ❑ ❑ Q P-122 ❑ ❑ x F a ❑ 7 P-53 IP-72 P-97 P-9EW i L_ o_Ao T [III F71 P-73 THRU 76 EXHAUST SILENCER 133 THRU P-.140 Lj P-129 THRU 132 P-117 THRU 120 AP ED 0FC 19 1c'm —11 CONSTRUCTION 1511 BERWfi ORW - S" .. UNIVERSAL PC ROX5)02{ ENSCO, INC. HOU90N.l ))257-024 (7U) 977-7770 TYPICAL PILING/ CONCRETE FOUNDATION DWG. STATUS CHECKED APPROVED WORK ORDER UMBER BY DATE S22138 , Florida GOs Transmission COmpOny Houston Texas "� - -" j — BY DATE BY DATE P.L. OR STA. ACCOUNT NUMBER CONNECTION N.T.S. PHASE III EXPANSIONBY COMPRESSOR STATION NO. 20 PILING LOCATION PLAN FORT PIERCE, FLORIDA PREL,Y 1994 CONSTRUCTION _ _ DATE BID DESIGN S.C. 7 92 DRAWN CMB 7�2 1 ISSUED FOR CONSTRUCTION JAB 11/1/93 CONSTR. __ _ AS BUILT 0 ISSUED FOR BID LRH 9 3/93 — -- MICFLM RE CADDS PLOT DATE: 08 18 FILE ND. -I DRAWING NUMBER 20. 0.632- NO. REVISION — DESCRIPTION BY DATE CHK'D APP'D DWG. -93 S22138\S 2010632 _ SCALE 1 6' = 1'_0' n v III Pl[-ING C`0(.*"'DF'\D1NA C E 1-D U L PILE COORDINATES CUT OFF ELEVATIONS BATTER 8V:1 H RE FOUNDATION NO" 1 SOUTH EAST 7+97'-6 1/2" 3+13'-11 1/2" 21'-6" 120.10,603 (TYP. U.N.) COMP. B7+94'-3 COMP E' 1137+94'-3 F 1/2" 3+13'-11 1/2" 19'-0" '� 1/2" 3+17'-2 1/2" 19'-0" � COMP. BLDG. 7+97'-6 1/2" 3+17'-2 1/2" 21'-6" COMP. BLDG, 5 7+89'-3" 3+13'-11 1/2" 21'-6" 'w C'':1P. BLDG. 6 7+82'-5 1/2" 3+13'-11 1/2" 21'-6"-- C!:'.1P_BLDG. 7 7+77'-2" 3+13'-11 1/2" 19'-Y' - -- CC1,1P. B' 81 7+70'-10" 3+13'-11 1/2" 21'-6" --- C '.1P. BLDG 3 7+64'-6" 3+13'-11 1/2" 21'-6" C ,", BLDG. 0 12 13 1 6 I S 9 iC 22 ?3 )4 25 26 27 28 3 30 31 32 33 35 C 1�1 38 39 40 41 42 43 44 45 7+58'-2" 3413'-11 1/2" -11 1/2" -11 1/2" - - � � ",-2 1/2" z -2 1/2" 3+/�,)'-4 1; 2" 3+7,'.'-4 3+ 1,-4 1 i '" ZU'-4 1 3+, -'-4 1 -4 1' 2" `)'-4 1/)_" 1 a ';`�" ;�r') /2" , 1-26'-9 1/2" 39 1,12" 3+L� ' ) 7_" 9 '; 2" ? I,' 9 +22'-3" 19'-0" J21"-6" C01'.1' BLDG COMP. BLDG, COME. BLDG. COMI COMP. BLDG. COMP r31_Dr, COMI COM ; COMP. 6 COMP. BLDG. :. 7+52'-10 1/2" 7+46'-1" 7+ )'-01/2" � 7+41'-0 1 /2' 21'-6' '4c 19'-U, - 21 6" _- 19 -0" - � --- 7+44'-7" 21'-6" 7+51'-4 1/2" 21'-6"-- 7+58'-2" 14 -6" 10" 7+83'-11 1/2" 21'-6° 21'-6" 21 6' 21 -6" 21'-6" COMP. BLDG. ` COMP BLDG. 7+90'-9" 7+97'-6 1/2" 21'-6" 21'-6" �c COMP. BLDG. 7+97'-6 1/2" 7+90' 1" 7+.�_�' 11 7+77'-2" 21'-6" ® COMP. BLDG. ; COMP. BLDG. 21'-6" 21'-6" COMP. BLDG. i COMP. BLDG. 21'-6" 7+70'-10" 21'-6" COMP. BLDG. COMP. BI D'=. COMP. P ;5 COMP. F `G. COMP. B COMP. E� COMP E� COMP COMP. I COMP. B COMP. B: COMP. P COMP. P COMP. 1? .''. COMP. I< COMP 7+64'-6" 21'-6' 7+58'-2" 7+51'-4 1/2" 7+ , /" ':3 ' 1 �' 7� �-- 7+41'-0 1 2" 21'-6" 21'-6" 21'-6" ''c 3+28-3 21-6' l 'm' 4! " `1- 3+33'-3 1 2' � 19'-0' _ 7+37'-9 1/2" -- 3+33'-3 1/2" 19'-U, 19'--0" 19' 21' _ 21'-6" 21'-6" 7+37'-9 1/2" 3+36'-6 1 /2" 7+41'-0 1/2" 3+36'-6 1/2" 7+44'-7' 3+33' 2 1/2" 7+51'-4 1/2" 3+33'-2 1/2" 7+58'-2" 3+33'-2 1/2" 7+64'-6" 3+33'-2 1/2" 3+33'-2 1/2" 7+70'-10" 21 -6" 46 7+77'-Z' 3+33' 2 1/2" 21'-6" COMP. 1 7 7+83'-11 1/2" 3+33'-2 1/2" 21'-6" COMP. BL1)i,- 48 49 50 51 52 53 7+909" 3+33' 2 1/2" 3+33'-3 "� ,2 3+33'-3 1 ,, , ' 3+36'-6 1/2" 21 6' 1 0" 19 0" 19 -0" _ COMP.-BLDG COMP. BLDC,. COMP. BLDG COMP. BLDG. COMP. BLDG. COMP. RI - 7+97'-6 1/2" 7+94'-3 1/2" 7+94 -3 1/2" 7+97'-6 1/2" 3+36'-6 1/2" 7+97'-6 1/2' 3+41'-7" 21'-6" 54 55 56 57 58 7+90'-9" 3+39'-7 1/2" 21'-6" COMP B [, COMP. BLDG. 7+83'-11 1/2" 3+39'-7 1/2" 21'-6" 7+77'-2" 3+39'-7 1/2" 21'-6' 21'-6" 21 6 COMP, BLDG. COMP. BLDG. 7+70'-10" 3+39'-7 1/2" 7+64'-6" 3+39'-7 1/2" COMP. BLDG. 59 7+58'-2" 3+39'-7 1/2' 21 -6" COMP. P' 60 61 7+51'-4 1/2" 3+39'-7 1/2" 21' 6" 21'-6" COMP. BLD.. 7+44'-7" 3+39'-7 1/2" COMP. BLDG. NOTES: 1. +4C DENOTES BATTER PILE (8:1) (TYP.) 2. FOR PILE TYPE & LOCATION SEE PILING LOCATION PLAN DWG. 120.10.632 PILE PILE COORDINATES MARK SOUTH EAST 62 7+37'-9 1/2" 3+41'-7" 63 7+37'-9 1/2" 3+47'-7" 64 7+44'-7" 3-1-46'-0" 65 7+51'-4 1/2" 3+46'-0" 66 7+58'-2" 3+46'-0" 67 7+64'-6" 3+46'-0" 68 7+70'-10" 3+46'-0" 69 7+77'-2" 3+46'-0" 0 7+83'-11 1/2" 3 a -0" 71 7+90'-9" 3, '3'-0" 72 7+97'-6 1/2" 3 i 4 ?'-7" 3, "2'-7 1/2" 3+52'-7 1/2" 3 �55'_10 1 %' 3 `^. '/2" 3+51'-1C" 73 7+97'-6 1/2" 7+94'-3 1/2" 74 75 7+94'-3 1/2" 76 7+97'-6 1/2" 77 7+90'-9" 78 7+83'-11 1/2" 3+51'-10" _ 79 7+77'-2" 3+51'-10" 3+51 -10" 80 7+70'-10" 7+64'-6" 81 3+51'-10" 82 7+58'-2" 3+51'-10" 83 7+51 =4 1/2" 3+51'-10'_-- 84 7+44'-7" 3+51'-10" 3+52'-7 1/2" 85 7+41'-0 1/2" 86 7+37'-9 1/2" 3+52'-7 1/2" 87 7+37'-9 1 /2" 3+55'-10 1/2" 88 7+41 ' _0 1/2" 3+55' -10 1/2' gg 7+44'-7' 3+57'-5' �0 7+51'-4 1/2"- 3+57'-8"-- 91 7+58'-2" 3+57'-8"-- 92 7+64'-6"----- 3+57'-8'----- 93 7+70'-10" 3+57'-8" 3+57'-8" 3+57' _8" 94 95 7+77'-2" --- 7+83' _ 1 1 1/2"--- 7+90'-9" ----- -3+57'-8" 97 7+97'-6 1/2" 3+6O'-11" - 98 7+97' 6 1/2" 3+66'-11" 99 7+90'-9" 3+63'-6" 100 7+83'-11 1/2" 3+63'-6" 101 7+77'-Z' -- 3+63'-6" --.- 102 7+70'-10" 3+63'-6" 7+64'-6" 3+63'-6" _103 104 --7 S8'-2" 3+63'-6" 105 i ' -1 -_4 1/2" i ; 4'-7" 3+63'-6"- - 106 3+63'-6" 107 7137'-9 1/2" 3+60'-11" 108 7+37'_ 9 1/2" 3+66'-11" 109 7+44'-7" -- 3+69'-4" 110 7+51 _4 1/2" 3+69'-4" 111 7+58'-2" 3+69'-4" 112 7+64 -6' 3+69 4 113 7+70 _10' 7+77'-2" 3+69 4 - 3+69'-4" 3+69'-4" - 3+69'-4" 114 115 7+83'-11 1/2" - 71-90'-9" 116 117 118 119 120 121 122 123 7+97'-6 1/2" 7+94'-3 1/2" 7+94'-3 1/2" - 7+97'-6 1/27- 7+89' _S' -- -- 7+82'-5 1/2" 7+77'-2" 3+71' 11 1/2" 3+71'-11 1/2" 3+75'-2 1/2" 3+75'-2 1/2" 3+75'-2 1/2" 3+75'-2 1/2" 3+75'-2 1 /2" PILE S BATTER REFERENCE CUT OFF ELEVATION8V:1 H FOUNDATION 21'-6" wc - -- - 21'-6" -4c 21'-6" --- 21 ' -6" --- 21'-6" _ - 21'-6"-- 19'-0" 19'-0" - ---- - 21'-6 - 21'-6" - - 21'-6" 21'-6" - — 21'-6" - - --19 -0"- --4c --- 19'-Y, _ - 21'-6" 1 21'-6" - - - - - s 21'-6" 21,-61. 21'-6"-- a 21'-6" - 21 -_ 6 ----- -- ---21 ---21'-6'- - --- 21'-6" -- - - -- 21 '-6"-- - ® --- 21'-6" - 21 '- 6" --- - 21 6• - - 21 --21'-6" _- 21'-6" 21'-6" - -- -- -14C 21'-6" 21 6" - _ -4c NOTES COMP. BLDG_ COMP. BLDG. COMP. BLDG. COMP. BLDG COMP. BLDG. COMP. BLDG. COMP. BLDG. COMP. BLDG. COMP. BLDG. _ COMP. BLDG. COMP. BLDG. COMP. BLDG. COMP. BLDG. COMP. BLDG. COMP. BLDG. COMP. BLDG. COMP. BLDG. COMP. BLDG. COMP. BLDG. COMP. BLDG. COMP. BLDG. COMP. BLDG.- _COMP.BLDG. COMP_BLDG COMP. BLDG. COMP. BLDG. COMP. BLDG. - COMP. BLDG._ COMP. BLDG. COMP. BLDG. COMP. BLDG. COMP. BLDG. COMP. BLDG. _COMP. BLDG. COMP. BLDG_ COMP. BLDG. COMP. BLDG. COMP. BLDG. COMP. BLDG. COMP. BLDG. COMP. BLDG.- COMP. BLDG. COMP._B_LDG. CO_M_P._BLDG. _COMP. BLDG. COMP. BLDG. COMP. BLDG. COMP BLDG. COMP. BLDG. COMP BLDG. COMP BLDG_ COMP. BLDG. COMP. BLDG. COMP. BLDG. COMP. BLDG. COMP. BLDG. I, COMP. CO 1 ISSUED FOR CONSTRUCTION J.A.G. 11/1/9 0_ ISSUED FOR BID _ LRH 9/3L93 NO. REVISION - DESCRIPTION BY DATE CHK'D STATUS I BY I DA PREL'Y BID CONSTR. CADDS PILE MARK 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 F:l'1 FA PILE COORDINATES 7+70'-10" 3+75'-2 1/2" 7+64'-6" 3+75'-2 1/2" 7+58'-2" 3+75'-2 1 /2" 7+52'-10 1/2" 3+75'-2 1/2" 7+46'-1" 3+75'-2 1/2" 7+41'-0 1/2" 3+71'-11 1/2" 7+37'-9 1/2" 3+71'-11 1/2" 7+37'-9 1/2" 3+75'-2 1/2" 7+41'-0 1 /2" 3+75'-2 1 /2" 8+14'-3" 3+46'-U' 8+15'-7 11/16 3+49'-4 5/16' 8+19'-U, 3+50'-9 3/16" 8+22'-4 5/16" 3+49'-4 5/16' 8+23'-9" 3+46'-0" 8+22'-4 5/16" 3+42'-7 11/1E 8+19'-0" 3+41'-2 13/1 E 8+15'-7 11/16 3+42'-7 11/1f 7+23'-3" 7+23'-3" -0" 7+25'-0" -3'7+26'-9" !3-6' -6' 7+26'-9" -6" 7+07'-4" -6" 7+1 1'-4'-- 3+36'-6'iiiii PILE CUT OFF ELEVATIONS BATTER 8V:1 H REFERENCE FOUNDATION NOTES 21'-6" -4011110 COMP -:;- COMP. BLDG. 21'-C' 21'-6" -4c 21'-6" .c COMP. BLDG. 19'-0" .4c COMP. BLDG, 21'-6" COMP. Bi 1," 21'-6" - COMP. BLU'G. 19'-0" _— COMP. BLDG. 18'-11" 120.10.629 EXH. SI" IJCER 18 11" --- 120.10.629 EXH. SI! 120.10.629 EXH. SILENc I _18'-11" 18'-11" 120.10.629 EXH. SILENCER 18,-11" 120.10.629 EXH. SILENCER 18'-11" 120.10.629 EXH. SILENCER 18'-11" 120.10.629 EXH. SILENCER 18'-1 1 " 120.10.629 EXH. SII `..,; 18'-8" 120.10.627 PS- 1 9A -. 18'-6' 120.10.627 PS-19A 18'-8" 120.10.627 PS-19A 18 -B" -- 120.10.627 PS- 19A 18,-8" 120.10.627 PS-19A --14'-10"- ---- 120.10.626 PS-18 14'-10" 120.10.626 PS ' - - DELETED DELETED DELETED 7+15'-10" 3+30 1 18'-8" 1 1120.10.627 PS-19B 7+15'-10" 3+42'-0" 18'-8" 120.10.627 PS-19B 7+17'-7" 3+36'-3" 3+30'- 18'-8" 18'-8" 120.10.627 PS-19B 7+19'-4" 120.10.627 PS-19B 7+ '4" 3+42'- 18'-8" 120.10 627 PS-198 -DATE 7 2 8 . Florida Gas Transmission Company �Ta AC Houston Texas PHASE III EXPANSION COMPRESSOR STATION NO. 20 w 3 FAILING COORDINATE SCHEDULE FT. PIERCE, FLORIDA 1811 BER'NO DRIVE - SUITE 400 P.O. BOX 570248 MOUSTON?EMS 17257-025B (713) 972-)770 DRAWING NUMBER 120.10.633 A 42- III I I RE NFORC NG SCHEDULE !9; 1 - -- ---- C o �P A A A --I �-- - ---L A m C^ - - - - In 7 1 m m IU o m �g5 C 13S' C m m A c C A A A 1Y'� C D C Q cum 1%'P TYP "i V i �'E VTYPE VI - TYPE VII TYPE VIII TYPEITYPES TYPE XI TYPE XII TYPE XIII_ MARK I TYPE I SIZE OTY. ( A I B I C- D J LENGTH EAC I LENGTH TOTAL COMPRESSOR BUILDING COLUMN FOUNDATION 1� 1301 IV 3 36 2'-1" 1'-0" 0'-3" 1302 IV 3 16 2'-9" 1'-2" O'-3" 8'-4' 133'-4" 1303 IV 3 31 2'-9" 1'-7" 0'-3" 9 -2" 1643 II 1 6 72 4'-7" 1'-0" 5'-7" 1644 II 6 88 9'-0" 1'-0" 10'-U' ' G45 1 6 130 5'-5" 15-",6 III 6 112 5'-5" 1'-7" 1'-7" 8'-7" 931' 4" 0" 647 1 6 32 2'-2" 2' -2" COMPRESSOR BUILDING MAT FOUNDATION 1 601 1 6 204 40 -0" 1G02 1 6 94 26'-O" 2U u` 1603 1604 1 6 56 24 -Y' 13'-2" 24'-0" 1344'-0" 316'-0" 1 6 24 13'-2" 1605 6 8 31'-6" 31-6 252'-C" 1606 1607 1608 1609 610 —1 1 6 32 19 0" 19'-0 18'-6" 1 7' 16'-8" 608 -0" 2s, , 0" 0" I 0" 5; " I 6 16 18'-6" 1 6 24 17'-6" 1 6 18 1 7'-4" VII 6 33 --- 9 0' 2'-10" 1'-0" 611 1 6 66 8'-0" 3'-0" 4 0" 9'-0" 34 4" 34'- 8" 4' 0" 16'-0" 14'-0" 11 -2" 8,-0" 5� o" 2t )' 6" 594'-U' Znr ' 40 6 42 96 o" 140'-0" 111'-8" „ 6116'�-p^ 540 -0" 1 '-1 " 55 0 90' 49 -4" 448'-0" 52 1S 36'--0" 36'-C" 170 -0" 216 O" 3512 -4" 588' 0" 125'-C" 12'-0" 74 -0" 44'-0" 1612 1613 F14 1615 1616 XIV 6 33 33 66 6 2'-6' 3'-0" 8'-6" IX 6 1'-9" 4'-C" 9 9,. 1 6 1'-9" 9'-O" 41 4" XI 6 1 9" 1 9" VII 6 6 10 106 6 10 10 OPERATION 40 -8" 1617 1 ._2_-4- _-_1- -011 4'--0" 1618 1619 1620 1 1 1 BUILDING 6 16'-u' 11' 0" 11'-2" 6 6 COMPRESSOR LEVEL FOUNDATION 2 0 1' - " 9 1' 0" 1' 0" --- 1 9 ---- 44 08" 1402-- i1 - 1 III 4_ 4 4 - ?4 Og" 22 6" 1 1' 18'-- 2" 12'--4" 32'-'U" 426- 24 34 - - 1403 22 6" 1404 4 7' 18 2" 12' 4" 32'-0" 1405 1406 1 4 5 1 4 4 14 1407 1 4 1408 1 4 54 2 6 11 9'--8" 18' -0" 7' -4" 15'-6" 9'-8" 1409 1 4 18'-0" 6'-0" 15'-6" 13' 6" 6'-10" 3'-0" 12'--6" 6' 0" 18'-6" 1410 1411 1 4 1 4 1412 1 4 16 514 13 - 6" 5,-10" 1413 11 4 1414 11 4 196 2 O" 1415 1 4 10 12'-6" 6'-0' 1416 1 4 2 1417 1 4 4 18 6" 1418 1 4 4 11 --O" 1 1' -O" 7'-6" 9 1 4 20 7'-6" 150'-0" 5a' ' n" 346'-'8" I 4 30 17'-10' 17'-10" 17'-4' i 1 4 20 17'-4" QUANTITIES & DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES & DIMENSIONS FROM SPECIFIC FOUNDATION DETAILS PRIOR TO FABRICATION. "<K TYPE SIZE QTY. A B C D LENGTH EACH LENGTH TOTAL l DING WALLS ' AT 2 5 Tit 1428 1429 1 1 4 ^ T 4 4 4 0 0 16'-6" 16'-6" 165'-0" 31'-6" 31'-6" 315'-0" 39'-C" 26'-0" - 1 T'-6" 11", -8" 16'-8" 39'-0" 26'-0" 390'-0" 260'-0" 0 0 18 16 --- - - 14'-6" 145'-O" 2'-0" 60'-0" 14'-8" 264'-0" 16'-8" 266'-8" 143' ill , 4 13 11'-0" 0'-6" -0'-6" 12'-U' 156'-0" 143' III 4 7 0'-6" 0'-6" 8'-0" 56'-0" 1 - 4 - - 8 _7'-C" 11,-&, - - -- 11'-8" 93'-4" 141,^ IV IV 4 4 13 0'-8" 0'-8" 0'-3" 3'-2" 41'-2" 13 0'-8" 1'-2" 0'-3" 4'-2" 54'-2" '.11_/COMPRESSOR 1 FOUNDATION BLOCK - 5001 III 5 44 0'-4" 3'-6" 3'-6" 7'-4" 322'-8" 5002 III 5 4 20'-9" 3'-0" 3'-0" 26'-9" 107'-C" 6003 Ill 6 44 1'-10" 3'-6" 3'-6" 8'-10" 388'-8"- 60t) 1- 1 ' 1 11 2 III i II III 111 1 6 6 6 G 6 6 6 6 46 20'-9" 3'-6" 3'-6'' 27'-9" 166'-6" 4'-3" 5'-4' 5'-4" 14'-11" 686'-2" 3 4'-5' 5'-4" 5'-4!' 15'-2" 45-6" 12 22'-1 Y' 5'-3"_ 5'-3" 33'-4" - 400'-0" - 1 1'-7" 3'-0" - 3'-Y' - 7'-7" 7'-7" 16 4 5 ? 5 1,52 15'-2" 10'-9" 25'-11" 414'-8" 14'-0" 22'-10" 2'-0" 2'-0" 2'-U' 2'-0" 18'-Y, 432'-O" 26'-1C" 402 -6" 14'-0" 14'-O" 1008 -0 1 1 22'-10" 22'-10" 1027'-6' 6'-3" 2'- 6" 8'-9" 1155'-0" 6017 3001 A 6 6 48 10 4 2 1'-4" 0'-6" 0'-6" 2'-4" 112'-0" 5'-0" 5'-0" 11'-8" 50,-0„ 46'-8" XI 1'-8" 4' 0" 1'-0" 1'-0" IV 3 1'-8" 1'-8" 0'-3" 7'-2" 14'-4" 4001 XI 4 28 0'-6" 1'-0" 0'-6" 0'-6" 3'-6" 98'-O" I 4 32 0'-6" 4'-3" 4'-3" 9 -0" 288'-0" } 1 a i i S 1 ISSUED FOR CONSTRUCTION 0 ISSUED FOR BID NO. REVISION - DESCRIPTION DWG. STATUS CHECKED BY - D BY MARK TYPE SIZE OTY. A B C D LENGTH EACH LENGTH TO! 9! 1 1 I --- --- - - - - - -- --- ---- ----- ---- - ----- - --- -- DEC 1Il ;! CONSff1j, j -- - - - PREL'Y ---- -- -- ---- -- -- - - --- -- - BID JAB 11/1/93 CONSTR. -- - - LRH - -- _ PLOT_ DATE: 08/20/93 BY DATE CHK'D APP'D CADDS DWG. \S22138\S\2010634 52213 -� Florida Gas Transmission Company 'TX ACCOUNT NUAABER Houston. Texas CONSTRUCTION BY DATE - -- DESIGN ------- PNS 8 /19 93 DRAWN JAB 8/20/93 AS BUILT— — - --- MICRFL1d -- -- - --- nILE -NO. SCALE NOW PHASE III EXPANSION COMPRESSOR STATION NO. 20 REINFORCING SCHEDULE FT. PIERCE, FLORIDA ra [ f= 1811 BERING WIVE - SUITE 4M LJ N IV E_R SAL_ P.O. BOX 570248 Erv5C0 NO HOUS10NiEXA 17257-0248 (713) 9])-)>)0 OAS D, DRAWING NUMBER 1 20• 1 0.63 / 1m i TYKE_I TYPE. II TYPE III SIZE 1 111 V-2003 INDATiON 0 . 5 QTY. A B (1 RTEQ'D) =� 5 14 5'-8" -- ---- 5 12 6'-2" 0'-10" 5 5 3'-&' 3'-8"-- V „,N (1 REQ'D) ,,. 3 4 _ 1'-2" 1'-2" 8 5 2'-8" 5 8 3'-10"--- N (1 REQ'D) 4 16 2'-8" 2'-3" 2'-3" 556 5 24 3'-10" 0'-10" 557 558 559 5 5 20 8'-6" 4 4'-0" 1'-6" 1'-6" 5 4 5'-3" 1'-6" 1'-6" 560 _ 5 8 6'-5" 1'-6" 1'-6" 4 4 4 <0 50t 40 4( 401 40C 30 400- 301 T WATER COOLER (E-660) T WATER COOLER (E-660) IV IV IV -- 3 16 0'-: 0'-9' 3 4 1'-0" 0'-4' 3 - 2 - 2'-0" 0'-4' ---II-- 5 64 — Ot fi-- 16 4'-(:"-- s )07 I 4 4 )08 4 4 10 -2" G09 4010 III 4 14 1 Z-0" 14'-6" 1'-2, 1'-T III 4 12 1'-7' 1'-T 4006 it 4 20 0'-9" 0'-9" AIR INTAKE FILTER/SILENCER FOUNDATION (2 REQ'D.) 322 IV 3 10 0'-10" 0'-10" 323 IV 3 10 0'-7" 0'-7" 5-80 1 5 28 5'-9' ------ ----- ------ --- 601 II 6 16 3'--9" 1'-0 --- - --� — ELECTRICAL SWITCH RACK FOUNDATION (3 REQ'D.) 324 IV 3 5 1'-2" 1'-2" 0'-3" 581 1 5 16 3'-2" 582 II 5 8 3'-11" 0'-'10" QUANTITIES & DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES & DIMENSIONS FROM SPECIFIC FOUNDATION DETAILS PRIOR TO FABRICATION. ■r"' RI- _INFCif':�I''rl SCHEDULE c m A TYPE IV o TP A A AA - m C n m Ll ,�5 G C O 3S ryp C D C m � A I I_ 0 � m A "' o C A=CIRCUM TYPE .. TYPE VI TYPEVIIVII TYPE VIII TYPE IX TYPE X TYPE XI TYPE XII TYPE XIIIXIII HE m V W I V) II DET. 8 (OPP. HD. DWG. 120.10.638 PLAN DET. 2 (OPP. HD DWG. 120.10.638 C C10x15.3 O22 L 1 1 /2 x C 1 1/2 x 1/4 050 4'-0" C6x8.5 B.O.S. EL. 22'-9" --1 SECTION A —A SCALE - 1" LINE OF BLDG. FDN. ROSS BRACING L3 X 3 X 1 /4 043 1 1/4" PIPE HANDRAILS & POSTS (TYP.) 4 x 1 /4 T. EE C 070 CD T.O. GRATING EL. 28'-6" C6x8.2 —_ LINE OF BLDG. C i FDN./WALL 025 c I a) X co U �BAS E P- SEE DETAIL 3 DWG. 120.10.638 COMP. BLDG. ENTRY PLATFORM/STAIR (3 REQ'D.) ,���Itk iCd 0 •' _ ,wow 3L I �iit ISSUED FOR \r'� .4 ry ;. • § : +ter REVISION DESCRIPTION STA. Florida Gas Transmission Company Houston. Texas PHASE III EXPANSION COMPRESSOR STATION NO. 20 STILES / WALKWAYS FT. PIERCE, FLORIDA €a 1811 BERING MYE -- SU*E G.O. BOX 52D2N NOUVONJEXA 77257-0249 (713) 971-7170 DRAWING NUMBER 120 10.636 j �q 201 E 5+00'-0" E 4+77'-3 3/4" { 8 - 3/4"0 HILTI BOLTS X 12" LG. 1/8' 1-11 1/8" {� ,{ (KB-11! 34-12 EXTRA TRD.) 8 3/I}�"0 A. BOLTS TYPE 2 rn IIN 00 --- N N N bo nI— � I � h U) ll) �7- I I } I I I I J II Inl —ILI _ � EXHAUST(S-404� Na1 1- I-- I I E 4+69'-8 7J8' rn ----- -- I I I I I III N 3'4 I 3„ 8„ 8" (TYP) (TYP)I 1'-4" I 1 SQ. --I 2'-0" 2'-0" -o' rf+s— I 3'-0" 6'-i 0" A PLAN 3/8"==1'-O" STANDBY GENERATOR AND EXHAUST FOUNDATIONS 1 REQ'D 0 I 0 I M II -- ED `l= N 00 0- M Y ®� � N2 �I U—) 14 MK 595 ® 11" (7 TOP, 7 BOT.) 16 MK 594 QJ& 1/ T SECTION A -A SCALE :3/8"=1'-0 (1 REQ'D. 3.13 CU.YD.) 1 ISSUED FOR CONSTRUCTION 0 ISSUED FOR BID NO. REVISION DESCRIPTION 8'-3" a 3'-(Y 5'-0" 3'-0" 8'-3" ° ozi a co I I I I I I I I I I I I � I II a 4 I II I I I I I I I I I I I I I i I I 1 - 4 MK432 (4 REQ'D.) 0 4° °4 4 a --"- 3'-0" 8 MK 596 3 EA. FACE) TYP 4 PLCS.) IL --- -- — BID RJP 11/1/93 -- _ CON PB 9/03/93 -- BY DATE !CHK'D APP'D CADDS 22'-6" BE OIL TANK (1 RFn'n " P MICRFLM MICRFLM FILE NO. SCALE 20 MK 1507 ® 12" GROUT W/KELKEN POLY. GROUT IN 3/4" 04' LG. HOLES DRILLED INTO PIERS (5 TOP & 5 BOTT. EA. PIER)—) FICATI ICY 1 3'-0" 4 MK 432 IN 5/8" Ox 3" DEEP HOLES DRILLED INTO EXISTING PAVING SLAB. (SEE PLAN) 9 MK 1505 ® 6" �-- 5 MK 1505 ® 12" 24 MK 1506 ® 12" (12 TOP, 12 BOTT.) t I mission ;4III 1.11� t n, Texas PHASE III EXPANSION COMPRESSOR STATION NO. 20 MISCELLANEOUS FOUNDATIONS FT. PIERCE, FLORIDA F� FL- -- A VED DE 61993 ia11 BERING DRIVE - SUITE 400 1,0 BOX 570248 4OUSTON, IF77257-0248 (713) 977-7770 ���' E N I GAS GROUP DRAWING NUMBER 120.10.640 A u, 1 l A 9 tv f�i it i a"4 �S 7 IX ' INCLINE a F ■ 1- a __ ■ LADD _ ■ S '�-.. MEE • - ;IIII i IIq�jit IIII �IINI�I�III i IIII II I li I I�I�gi�s CONTROL �� IIII 1II11 111 �I 1 1 1 NII I I 1 11 q IINIII n 1111111 11�111111111�= __ PANEL �ii�ll i�l 11�1 illilil�lll�ll 1 1 1 N �11 11�11�! 11 � ��1 11 1 11111116� - III III III III III III III IN I�1 IIII II i 111 II =�� •1-�_==IT� - I IIII IIII III III N I IIN INI III I I li'lllllll III _ -qp _� p �p==�_ uu IIII pl i NIIII IINII IIIIII IIIIII II�IIINININ9IIIIIININIII�Ill�lq"4111111N �g�= __�� • _ _ may_ _ IIII IIIIII NIIII it{III IINII �It1111111INiN1�111111111111�11 lI�IIIII�I:-=___�.� ����= a=��� F n �, rn N 0 , w V ,G 0 LL z 4. Tu !r S I Ada ANY ED) ZA\\\ lu CA 8 _N AV vv CONSTRUCTION DRAWINGS VENDOR & FABRICATION DRAWINGS DRAWING MICRO— DRAWING MICRO— , DRAWING MICRO— TITLE FILM TITLE NO. FILE TITLE FILE TITLE ,MICRO— MICRO --- DRAWING DRAWING FILM TITLE TITLE_ NO. NO. NO. FILE NO. FILE 120.35.601 ELECTRICAL/INSTRUMENT DRAWING INDEX ON HOLD GMWK-102-220 OUTLINE ENGINE 120.35.602 ELECTRICAL SYMBOLS AND LEGEND GMWK-102-222 OUTLINE COMPRESSOR 120.35.603 ONE LINE POWER DIAGRAM 120.40.601 CATHODIC PROTECTION SCHEMATIC DIAGRAM &LAYOUT - G5-102-1090 — UNIT OUTLINE - -- 120.35.604 ONE LINE POWER DIAGRAM 120.40.602 CATHODIC PROTECTION GROUND BED DESIGN D-5243-M1 PUMP, LURE OIL HEATER — -- - - 120.35.605 ELEMENTARY DIAGRAMS 120.40.603 CATHODIC PROTECTION RECTIFIER INSTALLATION DETAILS P50591 PUMP, ELECTRIC, PRELUBE --- - 120.35.606 AREA CLASSIFICATION PLAN 120.40.604 CATHODIC PROTECTION MISCELLANEOUS DETAILS. - 2K-62A PUMP, JACKET WATER HEATER - -- 120.35.607 ELECTRICAL/INSTRUMENT KEY PLOT PLAN GMWR-78-23 THERMOCOUPLE WIRING 120.35.608 GAS SCRUBBER AREA GMWR-78-23 WIRING, THERMOCOUPLE - - 120.35.609 COOLER FAN AREA B7-10-80-86 FLANGED CIRCULATION HEATER 120.35.611 FUEL GAS AREA A93-6454-11 COOLER, JACKET WATER 120.35.612 COMPRESSOR BUILDING ABOVE FLOOR A93-6454-12 COOLER, AUXILIARY WATER 120.35.613 COMPRESSOR BUILDING UNDERGROUND AREA 231564-FS1 PLAN VIEW & ELEVATIONS 120.35.614 AUXILIARY BUILDING AREA 231564-EE2 PANEL LAYOUT 120.35.615 ELEC. CONDUIT ROUTING, GRIND & FLDLTG. PLOT PLAN 231564-EE2 AIR COMPRESSOR -PANEL LAYOUT 120.35.616 COMP. BLDG. LIGHTING, FIRE/GAS DETECT. PLAN 231564-EE3 AIR COMPRESSOR -STARTER PANEL 120.35.618 PULL BOX STATION ASSEMBLY AND DETAILS 231564-EE1 AIR COMPRESSOR-ELEC SCHEMATIC 120.35.619' CONDUIT DUCT BANK SECTIONS AND DETAILS G5-553-465 UNIT SEQUENCE SCHEMATIC 120.35.620 SWITCHGEAR ELEVATIONS AND DETAILS 23165-EE1 ELECTRICAL SCHEMATIC 120.35.621 MISCELLANEOUS DETAILS #1 GMWK-47-106 COOLANT SCHEMATIC 120.35.622 MISCELLANEOUS DETAILS #2 GMWK-46-98 LUBE OIL SCHEMATIC 120.35.623 COMPRESSOR BUILDING DETAILS GMWK-48-14 STARTING SCHEMATIC 120.35.624 MISCELLANEOUS DETAILS SHEET 4 GMWK-51-85 FUEL GAS SCHEMATIC 120.35.625 ELEC. INTERCONNECT DIAGRAM INLET GAS SCRUBBER AREA GMWK-96-28 INTAKE &EXHAUST SCHEMATIC 120.35.626 FIRE/GAS DETECTOR INTERCONNECT WIRING DIAGRAM GMWR-87-20 ENGINE SHUTDOWN & ALARM SYS. 120.35.629 COMPRESSOR INTERCONNECT DIAGRAM, SHT. 1 120.35.630 COMPRESSOR INTERCONNECT DIAGRAM, SHT. 2 120.35.632 CONDUIT AND CABLE SCHEDULE 120.35.634 30" DISCHARGE VALVE AREA 120.35.635 MISCELLANEOUS PANEL SCHEDULE 120.35.636 UNIT PANEL INTERCONNECT DIAGRAM #1 120.35.837 UNIT PANEL INTERCONNECT DIAGRAM #2 (REFERENCED) ENGINEERING STANDARDS 120.35.638 UNIT PANEL INTERCONNECT DIAGRAM #3 120.35.639 COMPRESSOR AREA GROUNDING/LIGHTNING PROTECTION 120.35.640 AUTOMATION CONTROL BUILDING ELECTRICAL PLAN & DETS. STD. NO. TITLE � r s. 120.35.641 INSTRUMENT DETAILS 120.35.642 INSTRUMENT DETAILS 120.35.643 INSTRUMENT DETAILS 120.35.644 UNIT CONTROL PANEL INSTRUMENT DETAILS 120.35.645 EMERGENCY S/D SCHEMATIC DIAGRAM -- 120.35.646 UNIT GOV AREA INTERCONNECT DIAGRAM -- 120.35.647 FIRE/GAS/ESD PANEL INTERCONNECT DIAGRAM 120.35.649 MISCELLANEOUS CONTROL SCHEMATICS 120.35.650 EXISTING STATION GROUNDING PLAN - - a R I u w IHT - --- 11993 THE RESPONSIBILITY OF THE BELOW SIGNED ENGINEER IS LIMITED TO THOSE DRAWINGS SHOWN ON THIS INDEX UNDER THE HEADING `CONSTRUCTION DRAWINGS". DWG, CHECKED APPROVED WORK ORDFia Nu -- STATUS BY DATE BY DATE BY DATE S22138 Florida Gas Transmission Company P.L. OR STk ACCOUNT NUMBER Houston Texas -. u NNA } PREL'Y 1994 Ctl15'R"�`p" PHASE III EXPANSION =sGAS NIFELINE � DATE �w COMPRl=SSOR STATION N0. 20 DM 11 20 92GROUP t E BID oRWAI As 11 20 92 EE ECTRICAL/INSTRUMENT DRAWING INDEX I 4 1 ISSUED FOR CONSTRUCTION TTB 11/1/9 CONSTR.AS BUILT ]CHK*D 0 ISSUED FOR BID DDK 9/03/93 ;FLM FT. PIERCE FLORIDA PLOT DATE: Fl� No. ON oRAwiNc NUMBER 120.35.601Q � N0. REVISION — DESCRIPTION BY DATE APP'D CADDS DWG. S22138 2001 356 ':M ram! -i��I��I - BATTERY p p THERMAL OVERLOAD OGROUND ROD OGROUND TEST WELL * * * * J DETAIL CALLOUT - DWG. NUMBER DETAIL LOCATED ON --- DETAIL NUMBER `l LAMP (REPLACE * WITH A �) COLOR: R=RED, G=GREEN, A=AMBER, B=BLUE.) AUDIBLE SIGNAL n RELAY OR OPERATING COIL �� JJ (REPLACE * WITH DEVICE NUMBER) SURGE OR LIGHTING ARRESTER FUSED CUTOUT I WELDING RECEPTACLE H. a HOA = HAND -OFF -AUTO usSTART STOP STATION Ltd SPACE HEATER POTENTIAL TRANSF 30, OPEN DELTA GROUNDED 30, WYE OR STAR, UNGROUNDED 30, WYE OR STAR, GROUNDED CIRCUIT PROTECTORS THERMAL UVERt 0 CONTACTS & SWITCHES N.O. 011-0 NORMALLY OPEN CONT N. C. LIMIT SWITCHES O� LS O NORMALLY OPEN CONTACT, CIRCUIT CLOSING, N LS OUICK DISCONNECT FUSE SWITCH - V - (MAKE), MOMENTARY OR SPRING RETURN is 2 POSITION 1 OPENS ON RISING TEMPERATURE TIME DELAY SWI MHES I 0 NORMALLY OPEN SWITCH WITH TIME DELAY NOSING UPON ENERGIZING COIL TD` t NORMALLY CL SWITCH WITH TIME DELAY OPENING UPON NERGIZING COIL TD Ci< NORMALLY OPEN SWITCH WITH TIME DELAY CLOSING UPON DE -ENERGIZING COIL 1D ORMALLY CLOSED SWITCH WITH TIME DELAY / OPENING UPON DE -ENERGIZING COIL T 'AWWRE-HOU NawDEMAND MFTE,s - ELAPSED TIME' FM FREQUENCY GD GROUND DETE'' IM INDICATING M OHM OHMETER U - "w PF POWER FACTOR MET__R'4 PH PHASE METER PI POSITION INDICATOR RD RECORDING DEMAND METER REC RECOt METER SY SYNCHOp TI_M TELEM 1T TOTAL UA MICRO VM VOLTMETER VA VOLT -AMMETER VARH VARHOUR METER WM WATTMET vk� L K WH _WATTHOU;;,., w., LETTER u r ark ax, .e»4 rk0i ask AUXILIARY DEVICES SEPAR . ILIARY DEVICES C - CLOSING RELAY OR CONTACTOR CL - AUXILIARY RELAY, CLOSED (ENERGIZED WHEN MAIN DEVICE IS IN CLOSED POSITION) CS - CONTROL SWITCH D - "DOWN" POSITION -SWITCH RELAY L - LOWERING RELAY 0 - OPENING RELAY OR CONTACTOR OP - AUXILIARY RELAY, OPEN (ENERGIZED WHEN MAIN DEVICE IS IN OPEN POSITION) PB - PUSHBUTTON R - RAISING RELAY.'M�? ° U - "UP" POSITION: X - USER CHOICE"r* Y - AUXILIARY Z POSITION T rE C - ruR, vrt r� - CURRENT TT�' `,.,w` --DIRECT OR DISCHA ELEC F - FRri OW OR FAULT ' �T EXR ., <DIFFERENTIAL L = LEVEL, OR LIQUID P - POWER, OR PRESSURE PF - POWER FACTOR Q - OIL S - SPEED OR SUCTION OR SMOKE T - TEMPERATURE V - VOLTAGE, VOLTS, OR VACUUM VAR - REACTIVE POWER VB - VIBRATION W - WATER, OR WATTS Florida Gas Transmission Company Houston. Texas PHASE III EXPANSION COMPRESSOR STATION NO. 20 ELECTRICAL SYMBOLS AND LEGEND FT. PIERCE, FLORIDA DRAWING NWdSER 1 20.35.602 /1\, 0 F.T&J.&W, 6 r TILITY CO. PHASE III CONTRACTOR NOTE: CONTRACTOR TO INSTALL METERING EQUIPMENT IN ACCORDANCE WITH UTILITY \NSFORMER 480, 3 PHASE, 60Hz'' —a 4 WIRE STATION SERVICE DROP COMPANY SPECIFICATIONS. I i 1 A\ i In s POWER COMPANY REVENUE METERING 800AF 3P l 800AT I Q / SERVICE DISCONNECT SWITCH 8OG:5 (3)CT 600:5 �(2)PT 480/12 4 3P 800AF 1%z 600AT (6) 500MCM EQUIPMENT GROUND 3P / 600A 'I DB / `1 1 /0 MCM 28 3 500 MCM 1 1/0 DB 300KW (PARALELL., USE-2, COPPER) GENERATOR PHASE II EXPANSION EXIST. SWITCHRACK #11—I SEE DWG. 120.35.504C EXIST. SWITCHBACK #1 SEE DWG. 120.35.1 C — . ... NOTES 1. PHASE III CONTRACTOR SHALL INSTALL A NEW CONDUIT (#7, 3") FROM NEW MCC #2 TO EXISTING PULL BOX II-1 TO REPLACE EXISTING CONDUIT #7 FROM EXISTING MCC #1,. EXISTING CABLE IN EXISTING CONDUIT #7 IS TO BE PULLS BACK FROM MCC #1 TO PULL BOX II-1 AND REPULLEDY INTO NEW CONDUIT #7 TO NEW MCC, #2. EXISTING CONDUIT IS TO BE ABANDONED IN P CE BE EEN P&'' & BLDG, AND REMOVED INSIDE BLD 2. PHASE III CONTRACTOR IS TO MOUNT 200A FUSED DISCONNECT WITH 200 AMP PORTABLE GENERATOR RECEPTACLE AND ROUTE TEMPORARY FEEDER, m (CONDUIT #9, 2"), TO EXISTING MCC #1 PRIOR TO REMOVAL OF THE EXISTING 250KW STANDBY GENERATOR'Y n FROM THE AUXILIARY BUILDING EQUIPMENT ROOM. THE TEMPORARY FEEDER SHALL BE DISCONNECTED AND REMOVED AND A PERMANENT CONNECTION INSTALLED T6 THE NEW ATS (CONDUIT #8, 2") AS ,SHOWN WHEN THE °C, NEW MCC AND STANDBY GENERATOR; HAVE BEEN PLACED I SERVICE. 0 3. PHASE III CONTRACTOR SHALL DISCONNECT THE ' o EXISTING UTILITY POWER FEEDERS AND ASSOCIATED P CONDUITS TO EXISTING MCC #1 WITHIN THE BUILDING ONL AFTER NEW MCC #2 HAS BEEN INSTALLED AND IS IN SERVICE AND THE NEW FEEDER TO EXISTING MCC #1, (CONDUIT #5, 3"), HAS BEEN INSTALLED FROM MCC # EXISTING SERVICE CONDUITS TO MCC #1 ARE TO BE ABIDONED , IN PLACE., „ .. EXISTING CONDUITS EXISTING CONDUIT TO BE R ABANDONED NEW CONDUIT TO BE AD[ PHASE III EXPANSION N li DICATES PULL BOX STA METERS & AUTOMATIC ANNUNCIATORS ENGINE START/STOP CONTROL NATURAL G, ENGINE GENERATOR DRIVER 906 13/2" 0 ISSUED FOR BID 10. REVISION — f M■ 400A 3P i d[S"fiil.�"r' ",4 f''` 'im • jzy�i' 7 Wm S S ,} r YSti a SEE1 pk'i� TY X1V✓Y k. I�I m� '''krny� i • • • • • .• _---- — I COIL AND TAPE��, 2 #12 SPARES- a SOLID NEUTRAL GROUND BUS Ijl_ _- n, 3? _ a h t R 70 1 5 . 3 10 . (NOTE #3) — �7 3„ 3 EXISTING MCC #1 SEE DWG. 120.35.6C 48OV, 30, 60HZ., 500 AMP BUS �VIEU TM. SEN 73 72 1 71 70 1" . DWG. v120.35.615 AND/OR DWG. 120.35.632 P / 225AT 31? 1150AT ZE ) 75AT -�E 150AT -�E 115AT -w o 0 0 R k m� 1 0 2 -- S s TE. PHASE III CONTRACTOR TO s INTERLOCK EXISTING AIR COMPRE '' STARTER WITH NEW AUTOMATIC TRANSFER;, \ /, j>-(NOIE #1) R SWITCH (ATS). WNEN ATS IS IN EMERGENC / \ POWER POSITION EXISTING AIR COMPRESS ,- s,v r" KEDx 3'C, 3250MCM \ ci/96 m z�xL .. bivw k'10 2-C, 3 #1/0 /CVICT � 8 2„ NOTE PBS2 OA, 48OV, 30 GENERATOR TACLE PBS5 PBS6 PBS8 EXISTING AIR COMP. #1 TO BE REMOVED BY CON AFTER NEW MCC #2 IS INSTALLED AND OPERATIO S22138 P.L. OR STA ACCOUNT NUMBEI 1994 CONSTRUCTION F HY-1 DATE CH RACK #4 SEE[DWG. (PHASE 3 EXPANSION) g� a "aP' MC? 11'J.7A COMMUNITY DEVELOPMENT "Jow ST, Lanet 11 CG. FL 3P SAFETY SWITCH /4nOA NF nIq(,nNNFCT 'rida Gas Transmission Company Houston, Texas — PHASE III EXPANSION 3_ COMPRESSOR STATION NO. 20 ONE LINE POWER DIAGRAM ELECTRICAL i FT. PIERCE, FLORIDA -- - UPAWING NUMBER i�� 20.35.603; 1\ l .. . , , • :., .. .a ..-.... I u v. F. .:...-. s e., ,. . .. . .., 1. , ".. d. , .+.. s v.• p R-i,.Jn. , .. i^ a �.. a v ':.' r✓w Z. I �. .:... ..... .. , ,.. 7 ... .. .. . :.. a. . ,.., ;. .sc'` a w.: o .. r,,..:: e, z.. ¢. v�„, f '�fl}'il { P� �.`� n : -..+ `'�•' Pf 9 i�k„ Pou3tiubsbW _ ,"". v '6 � N' d A� r' ° t • xw J. 3 "I { 0 .J T r � J N I. fi t V V x J fi �ma r m5 ` 4 LV s� A* i I ye Y ��++f S n k r ly "x Y ffiµ4k k x 5 b r f+ r ! IN (X iP 4 4 1 � � 1J M1 •VI b k tp b r< k� A i s .. a tlip t• W i 4— �4V i b r.L lx $ a A I' v re to{,9k a 3x ! 9A 1 6: L I I Ik "y✓ J, ( t J t f itr k�+ IV • 4 • Nb f�� s u O "AUTOPILOT xa x rs„ ir ® PUSHBUTTON- .,. PSITEMPERATURE B- LEVEL SWITCH f (^,w�V7 `", , , � �xaat�asr i 60HP 'Z' 480l 30, 60Hz LEGE 4' 1-1 L2 L3 TERMINAL 13LOCK IN JACKET WATER PUMP & HEATER CONTROL MODULE IN STARTER UNIT k "I 0 CONNECTION IN UNIT CONTROL PANEL 0 CONNECTION IN HEATER J-BOX A Z 0 TERMINAL BLOCK IN CONTROL J-BOX - - - CF CPT 48 120 35 SEC TD SEQUENTIAL RESTART 1 TIME DELAY RELAY (SEE NOTE #2)• CF C 'l n M TD1 Rf LOCATED •IN (P-565) & •(H-565) REI COMPRESSOR -202) BUILDING 41 CONTROL CB- 11 (VF- 202) CB- 1 2l ON SW 4 'A'd oil ITCKRACK # la 4 K. % A I A I d................ 5 j AV -01 :UXffiI[8j. LjI[*jjjMtffiWRLjjjF I& me] VTA w- KL��k' 2 1 � �'% a �' , i, � Y ISSUE, j� 71 D OR UCTION CONSTR. ISSUED IOR BID ----- - CADDS PLOT DATE REVISION - DESCRIPTION F-DWG.----S22138 E\2035605 f ^ i PRE/POST LUBE OIL I* ---� HEATER ON R CTO"RIUNIT I I UNIT YARD FLOODLIGHTING 81ecfl�q crive - Su ite 400 JN W -3AL PO, 3— 5),028 0, 'c' 11ullI.T1.1.1 7,111-0248 'Q�� (713) 977 717G WORK ORDER NUMBER S22138 Florida Gas Transmission Company Y DATE P.L. OR STA. ACCOUNT NUMBER Houston, Texas E N IZ04N N 1994 - - - - CONSTRUCTION PHASE III EXPANSION GAS F'PELINE DESIGN BY DM DATE 108ZO/93 COMPRESSOR STATION NO. 20 GROUP DRAWN KPH_ 08k07jl13 ELECTRICAL AS BUILT I--- - ___ __ L ELEMENTARY DIAGRAMS MICRFLM -01l FT. PIERCE, FLORIDA -- -- - , I - - - ---- - - -- --- -- - - NUMBER FILENO. 120.35.605 SCALE NONE - - - - I - I I - I __ - � 7 - 7 - - . I - I - - - - - - . -,--- - -_ I _____ - - - - -_ - - - - - - - 7 ___ -_ - - - - -7 1 - 1, I " I I - -1 I � ,-I a t" I I I I ",'"), -;­­ I � -�, I , I 11 ,,, , �I i I , I I I I � , �, " e�,! 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CONTRACTOR TO DISCONNECT EXISTING METER RUN AND INSTALL ABOVE GRADE CONDUIT PULLBOX ON EXISTING CONDUIT. EXTEND NEW CONDUIT FROM PULL BOX TO NEW METER RUN LOCATION, PULL NEW WIRE FROM EXISTING FLOW COMPUTER TO NEW METER LOCATION AND RECONNECT. 16> EXIST. 2" FUEL GAS EXIST. 2" RAW WATER EXIST. 2" SERVICE AIR EXIST. 1" PILOT AIR EXIST. 1" DISCHARGE GAUGE EXIST. 2" SUCTION GAUGE - — DRAWING LIMITS S 8+62,-10" T N ° ' . 1 ISSUED FOR CONSTRUC IO 0 ISSUED FOR BID NO. REVISION - DESCRIPTION DWG. STATUS PREL'Y BID RLS 1/1/9 CONSTR. AS 9/03/93 - -- BY DATE ICHK'D APP'D CADDS BY I DATE I BY I DATE I BY I DATE PLOT S22138 1 yy4 coNsraucnoN - — DRAWING LIMITS S 8+62,-10" T N ° ' . 1 ISSUED FOR CONSTRUC IO 0 ISSUED FOR BID NO. REVISION - DESCRIPTION DWG. STATUS PREL'Y BID RLS 1/1/9 CONSTR. AS 9/03/93 - -- BY DATE ICHK'D APP'D CADDS BY I DATE I BY I DATE I BY I DATE PLOT S22138 1 yy4 coNsraucnoN gr DATE DESIGN Sc 9 Q DRAWN AS 9 2 AS BUILT MICRFLM (or'da Gas Transmission Company Houston. 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" • • • ' • • • • • • >sw.,m,. .: -.N =,arm, 6 I -.... a k d INu` c + 't' y r"iri ty^.y,. , 2K t rs#virMn� 4` F' • . • • • . • • • • s • • •- ' d t I &+„r "+ix*s.rmr=r e'�"'�,'r'y'«�`' "' >I si rr. t • masr #a *, w `- °rA' s, bxy7ihk:. 6 . t5 ✓° ;3 , ti a a a'.t hes,.'nt, '. A`.. ` S N .a.r�.t" " 'si^alk. ;i t +. S`,,., ,�A ,tl l rgnsr"!?Y n ^,.dX, nle 'I . • - • . . • . -£ � ;y F.. �+ F v �E b A' - ��,. r n § „ r , !r i 3 Y.. N .,:f: : 3s NB Q i I FOR CONTINUATION SEE DWG. ',120.35.616 90 1" II 125 II 130 108 107 105 117 120 119 116 113 131 124 11 18 I TOFUELGAS METERING II II I I 1181 120.35.643 11 108 7 120.35.622 II 2 1 --Al SVo SVo SVo 501 514 519 SVO SVC SVC SVO SVC 502 501 514 519 518 DRAWING LIMITS ( ST' BLDG' WALL) E 3+76'-5 1/2" I--_1 127 I I FOR CONTINUATION 1" 110 SEE DWG. 120.35.615 114 1" I� 1" 115 f 100 101 112 111 I0-- )III 1" 111 132 1" 110 127 LOB TE el4 --------- 503 1Y� ---- -- UNIT PANEL II ► ll�r � _ IIIIIII II - - TE (IIIII lit I H S� I IIIII II�- -- T1- TE IIIII II li i I I 124 5111-1 ---- ev 7 I'�-- 1j2 TE 111 1' 1 1--3 112 115 114 1 %2 13 UP TO M=2 AIR DRYER 1 SEE DWG. 1 28 UP TO HS-203 FAN CONTROL VENT FAN VF-203 1.. SEE DWG. 120.35.612 '!lff IMAM Vp i. ' ® • , I_� ■ter►127 ® NOTE 5® '. * V� 1 1 • : it �. v 1 IIII►. - �r► -'� - ® ® " • - •. - 1 • U� : DO m 12 � 1021 C 13 ■ ��I I�t■ , ■=�I III III■ r. �. i '1 •'i'♦ m 28 29 TO JW/AW WON COOLERS •�,,��,,� DWG. 120.35.609 •® .. r � t y • • • . • 1 • • i s � by ° k eC . a l ' • • "Yi, I • ...Y....x " n�` = t, ?4 irs:5' ' t ,?.�: ^k '� �'�=, F �# t''"u "s°*�m',.,�;,.y- , , �. �y v_ I I I II I I II 6 I I 24 UP TO VENT/PURGE FAN 13 I I I I I I I o I I �_- I VF-201 "AUTO" LIGHT 1" I I I I I I I II m 1' SEE DWG. 120.35.612 120V RECPT. 14 -- SEE DWG. 120.35.616 1. �- -1 19 SP — DRAWING LIMITS (WEST WALL) E 3+12'-8 1%1' NOTES: 1. 1. FIELD TO VERIFY UNDERGROUND CONDUIT DUCT BANK CLEARS UNDERGROUND PIPING BY 1'-6". 2. FIELD TO ROUTE & SUPPORT PIPE TO UNIT PANEL. SEE DWG. 120.35.644. 3. ROUTE CAP TUBES TO INSTRUMENT MOUNTED 4' ABOVE GRADE. SEE DWG. 120.35.612, 4. SEE DWG. 120.35.612 FOR CONTINUATION OF ABOVE FLOOR CONDUITS UNLESS ,OTHERWISE NOTED. 5. CONDUIT TAG PER MAIN FEEDER. DWG. CHECKED APPROV_EC STATUS BY DATE BY DATE BY -- --- PREL'Y BID - - -- -- -- 1 ISSUED FOR CONSTRUCTION AS it/1/9 CONSTR. - --- --- ----- - -- B I - — ----- — -- — -- PLOT DATE 0 ISSUED FOR BID AS 9/03/93 NO. REVISION DESCRIPTION BY I DATE CHK'D,APP'D CADDS DWG \S2213R\F\9D.ifiR13 105A all 1PR 16SH 105E 1PR 16SH F. .�. WORK ORDER NUMBER ..—....e - .�-.._.. )ATE- S22138 Florida Gas Transmission Company P.L OR STA ACCOUNT NUMBER Houston, Texas 7994 coNSTRUCTON PHASE III EXPANSION _._ BY _ _- DATE _- DESIGN CMH 7/28/93 COMPRESSOR STATION NO. 20 DRAWN KPH_ -1/29/93. ELECTRICAL/ INSTRUMENTATION cAS BUwT COMPRESSOR BUILDING UNDERGROUND AREA -- MICRFlM FT. PIERCE, FLORIDA FILEFI_ M LE NO._ _ SCALE 1 4'=V-0" pED 0 6 1993 FOR I DRAWING NUMBER 120.35.613 it r r j: 4 p 4;g.m � 5 44 5 Y Rr y �i iS41 4 p 1 { ( a a �i w (fi F ! b rvuy k 4 f, r 4' P x- k R: 3 t }k } e Vw'P 4. t I d II f 9 �m I lil N 4 0 m h rn rn n 0 m v II !T O N � I O V n <D I s W U 1 4 I ' i l 2A DB _ i� 0 800A SERVICE MAIN BREAKER DWG. # 120.35.615 1 I , II I ..._ ,. =n ir O 0, IN p ,.:...: O F O P.._.. O ' 0 ._..., O ' O O .. ,.,, O N � u SER1 . S 1 +00 �' W ,. W w _.',. �' S `�O S 2+00 S 3+00 S 4+00 S 5+00 S 6+00 S 7+00 S 8+00 S 9+00 d I NEW 800 AMP, 480V METER RACKS --" SERVICE DISCONNECT, SEE DWG 120.35.624 FOR DETAILS. • • • �• - CN �.. ..I i_ � Wl& ft FIRE HYDRANT #2 OFFICES 1 -IJ 1 AUX.. EQ. PIPELI BLDG. (NOTE #10) T EXISTING 3" CONDUIT WITH 3, # 250MCM AND 1, #1/0 (G� WATER 4 TOWER LUBE J r OIL TIE TO. EX)STING. �. PBS-4. 0 F.H.' #3 GROUNDING GRID SUMPM ° - I DITCH f _ 0 l 0 l( o _ LI °. ° \ � WASH ff WAF . . . . . . . . . . . . . . COMPRESSOR RACK l� BUILDING 129 (EXISTING) 1" EXISTING CDB4 STATION CONTROL BLDG. NEW PBII > PANEL--.-- BLOWDOWN PBII-3 Iz----- °-_� -- -{v •• i I L O PBS-5 0 • SILENCER REMOVE CONDUIT DUCT BANK AND CABLES FROM PBII-2 TO PBII-3 __ T1-2"C 14 #8 & 30 #12_ } CDB5 AND PBII-3 TO PBII-4 r° — 2-1°C L REMOVE PBII-3 OF PBII-3 AND CON FIGURATION REINSTALL SAME CO I BANK FROM PBII-2 TONEWCPBII—.3 I I I CD 6 (NOTE 11 FUEL GAS AREA AND NEW PBII-3 TO PBII—A I II PBS-6 SEE DWG. 120.35.611 REINSTALL CABLES. I J " II R } co SlUB UP & CAP FOR I r I 1 P FUTURE SWITI IHRACK 126 N e I I' ,� EXIST. P13II-3 TO i 1 BE RELOCATED FGI SUMIJ I .907. 300 3Q1 PBII-4 I—�`rT �i NYHASE III COMPRESSOR 0 ao z« I BUILDING 3u2 303 4 lCDB8 I TO GAS SCRUBBER SWIXHIRACK #4 70 6 10 - 307 17 r "r, " -- ARFA SEE DWG. t" (� 1 t ICDB1 61310 1" 1 i _. FL-1 BS-9 BS-8 e. 7 1 CDB12 IJB . 3 i it / 7 306 TO 30" DISCHARGE VALVE AREA SEE t fOR DWG. 120.35.634 011 ED F _ CONSTR. I'D CADDS LEGEND 0 IJB — INSTRUMENT JUNCTION BOX, SEE INSTRUMENT DRAWINGS FOR DETAILS. FL 35' HINGED MAST WITH 3-400 WATT HPS FLOODLIGHTS, ARROW INDICATES DIRECTION OF BREAKOVER, SEE DETAILS ON DWG. 120.35.635 CDB-1 CONDUIT BANK DETAIL. SEE DWG 120.35.619 FOR CONDUIT AND TRENCH DETAILS. ® GROUND TEST WEL — SEE DETAILS ON DWG 120.35.622. ® GROUND ROD — SEE DETAILS ON DWG 120.35.622 ------GROUNDING CABLE — 2/0 UNLESS NOTED OTHERWISE SEE NOTES 1 & 2 GROUNDING CABLE CONNECTION — SEE GROUNDING DETAILS ON CONDUIT CKT # 8 X XX CONDUIT IDENTIFICATION CONDUIT SIZE UGM-1 ❑ UNDERGROUND CABLE MARKER RESIDENCES •' 3 Tait RRING ORVE - SUITE .00 U NIV! RSAL PO BOX 510248 ENSCO vc HUUSiOVTFYAS 77257-0248 (713) 97)-)710 GAS PIPEO.F'"M DRAWING N JUIBER 120.35.615 1 NO. 0 m F 7 777 �W M� 0 "M J, • 5, r. r OLL--UP ) A j I -P1-1 3 P1-1 SLOPE > H J f7\ TRUCK WELL p �w. L 0 E rl 1"C 3#12 THWN ------ (0 -------E'er- ESD STA #5 S 7+67'-9" KL =P1 - =4 I - - -- /(H LP1 -9.111 Aiwi&6 \(E)A JFD-2005B H VA BID CONS ONS 120V RECEPTACLE (EXPLOSION PROOF) M FIRE & GAS ALARM J-BOX & DIGITAL CONTROLS. INDICATES CIRCUIT OR CIRCUITS USED INDICATES PANEL ID. DWG. DETAIL IS LOCATED ON REFERENCE TO DETAIL 101 GAS DETECTOR FLAME DETECTOR - CONDUIT ABOVE GROUND - -- - - CONDUIT BELOW GROUND ELP - EMER. LTG PNL FLP = FLOOD LTG PNL @ SWITCHRACK #3 LP = LTG PNL @ SWITCHRACK #3 BRANCH CIRCUIT CONDUIT SCHEDIJLE 3/4!' SEAL-TiTE, 4 # 12 THWN 1 " C., 4 #8 THWN 3/4%., 3 #12 THWN 3/4" C., 4 #12 THWN OS 3/4%., 5 #12 THWN .3/4'C., 6 #12 THWN 3/4!'C., 7 #12 THWN 1 C., 8 #12 THWN 1 C., 9 #12 THWN 10 3/4%., 3 #10 THWN Ol 3/4%., 1 TRI #16 W/SHLD O3/4%., 2 TRI #16 W/SHLD A13/4%., 2 PR #16 W/SHLD A21 C., 4 PR #16 W/SHLD /�� 1 C., 6 PR #16 W/SHLD NOTES: 1. EAST WALL OF COMPRESSOR BLDG. IS AN EXPANSION WALL. NO ELECTRICAL CONDUITS OR EQUIPMENT SHALL BE ATTACHED TED ON THIS WALL. LAD DEC 0 6 1993 FOR 1811 BERNG DRIVE - SUITE 400 CONSUTOCTION LJNI✓t RSAL P. 0, BOX 5)0248 L1s1.—N. HD�57ONJEX� 77257-0248 (713) 917 7"0 APPROVED WORK Oi',A:R NUMBER UY- CKFD DATE BY -DATE BY DATE 522138 Florida Gas Transmission Company P.L. OR STA. ACCOUNT NUMBER Houston, Texas 1994 CONSTRUCTION PHASE III EXPANSION GAS PIPE ,IN BY DATE COMPRESSOR STATION NO. 20 le U i43 DM 08/10/93 GIL -H_ 0§1101u ELECTRICAL COMP. BLDG. LIGHTING, FIRE/GAS DET. PLAN FT. PIERCE, FLORIDA DRAWING NUMBER 1 2 0.35.616 SEE DWG. 120.35.613 Fi� 11 rt u u,. ..v.'1,.'_'.ut-_ `rG.:z "ti d 1..asu x '. , I• .:t ,1 N.u4':'1w3u4`tJ:.l'"R r,.ir=:x - a'ler(e t3C Y Irl ;kvfti . 1 ., '.. , . .: 7.�.,-.�"^. .,,r; r+; 3• ., , _, 'Otl tl4. :i o r m i i .6, lA+N Sdvva44.se�pi ik 4`:: r S f ad1 X 1 3Y I Al�//2� ------------- --9066 101 %z" 3" 3" 1 %z" 2" — — 6„ COD 903 70 71 1V!112 (. , 6„ -j 3ARRIER i 6Q — — -- n 6,r a o P9O6 70 72 74 77 75_-1"1!/2" 1"2„ 1" 3" f — — —i Qg 0 905 76 75 71 73 74 77 _ 1%i' 1%z" 1%i' 1" 1" 2" 1" 2" - 1 3" 3" 1 _1 ♦d 1 LI LI[I] 1 1/2" I I I 1 I I TO PBS #3 TO PBS #4 TYP ALL PBS 1 1 /2" 1 1 /2" 3" 6" 6" 906 905 66 10 1 %z" 1 %z" \�/ 3 903 1%z" 70 1° 1 /4" BARRIER 903 70 1'/z" 1" 906 905 6 10 1 3" I I 1 I I I I I I I t _1----{ 1 M L, 1 ' �' dj_A1 1/2" TO PBS #5 FROM PBS #4 3.'�'�6„ j 6�. 6�„ I 6„ I 6,. 1 3„ P S 5 - . _ _-_ _._—f - --------------- 1----r---_ - - - - - - -- 300 100 904 903 906 905 6 10 1 /i' 3" C2" 101 905 300 100 101 90 70 2„ 1 %z" 2,. 2. 1 1/i , 1,r ( 1 „ n n —� 302 200 906 301 200 201 w 70 J---'-- — 2' 0 2„ 2„ 1 %z" 2„ 2„ 2„ m 1,> p 303 201 907 302 904 907 90 ---- —I--.-.-- -- — d 2" 2" 1 Yz" 2" 2" 1 %z" 1" 0 SO 129 903 '303 129 SP 1 10 1 V' - ° 1" 1 %z" 2" 1' 1 %z" 3" 1 3" I KtFtKtNUL UKAWINUS: 120.35.607 KEY ELECTRICAL/INSTRUMEN PLOT PLAN 120.35.618 PULL BOX STATION ASSEMBL AND DETAILS 120.35.622 ELECTRICAL MISCELLANEOUS !DETAILS NOTES_ 1. ALL CONDUIT EXITING THIS POINT SHALL BE TOTALLY PVC COATED RGS CONDUIT. 44 TO PBS #6 FROM PBS #5 1 ISSUED 0 ISSUED NO. -- j 1 1 /2" S #8 M M m a_ 0 F- 1 FROM PBS #6 t� 1 .1 /2„ ��~3-,r6" 67 6" 1 6„- 1 6!' 1 3„ S' 13" 11 3" F_I I-j�1, 1,2rr 6„ •_ _ _ SO 907 300 t303 SP 10 j SO172 27 6" -- a — 300 302 301 907 6 40 Ind k 2" 2 9" 9" ��i,' �" t'• 303 129 i P" ffi 904 907 2 10z " 301 220 1 320 100 101 3 90 0 CDB-5 90 100 1" 2" 904 101 2' 2' CDB-6 3�O 302 90Z 30 3 40 (!32�1 323 SP CDB-8 40 3 &(M" CDB-9' 301 300 " G3) 10 303 3� 2 907 CDB-10 ; 907 6 17 CDB-11- WORK ORDER NUMUCR._. •-."..`...�""'... • "µ .'`"'""� S22138 Florida Gas Transmission Company P.l OR STA. AOCOU^T NUMBER HOUSton, Texas — 1994 coNSTRucTiuN— PHASE III EXPANSION B'! 7DATE N 19/93 COMPRESSOR STATION NO. 20 _ DM / `I o8f07/o3 ELECTRICAL 1 T - CONDUIT DUCT BANK SECTIONS & DETAILS - -- FT. PIERCE COUNTY, FLORIDA 303 301 302 00�0 2' CDB-12 2 11993 --i :-�' 181, F-m' D've - 5✓':e .00 AI_ V.o. %. 570218 Ho.»mn.Te.aa 12251-C24B (713) 9J)-)JA0 — l 1 00 C.4111,1sa rxa r DRAWING NOWRI-R 120.35.619 Al J m- E-0693 HOUSE K G PAID. E--01 E-01 TYPICAL MCC GRO N. b A , c FIL ------------ .... E-0695 I T 1 '11, 1 110111 Mom' MOTOR —E-0371 E-0361 E-0371 E-0013 AIR INTAKE , •1:.. r .....: ; v.. �. �.....£. «x.. y.. � .:. � ...rya .�.. mr q... -x•A > v";: a rc...r... ,.e S. ri `�"TYPICAL UV/IR <, .rm^r, ,. "_: ..-s v. x ..«' a '<v.� .a ax , ` ..•,.n:.r .. is r5tia;i";," rdrykAvi'a'. :^" 7{.,, �Z`+�';' ''''k `a'.a �x,. :r"',,.` :�„ �.x` �� /• • '4r pl it _..,a r �s'... ,3�r },,.... .s:,' x ., z.'^, " A �P� A y� s r "�i,�,bk LIIspiirw "trI� ui; 9i �k`�N3k o1N yV A1 yd' h gx"7$j( • O • • • VENT FAN '.„ • • •- 'rtll�^,2 �n�,. v 3,qp1 2� l8j i Mr � �. �t, ?1 n• Y Ys •$"„� �uR • -'- IM, .` y. _ r.. , 4i sfi`N - . ,ib� • • • r,f C d r R s^� `=5,�n� a`$,s++k • • - • • �� ��� �. vv t Y1 rry�" "r. t 1+, rs": "/P ""t'„+ .,. " a '3V, ••• �•• u— 067 • 11� L, "•'�*, ti r� , nr<` .. ,.,. �. � � . .° -�a°) y x x .) ar.xA 1 �m�' . aiPi iudkd�� u, ' u a.. eeu- .fiat . 1�VI : � - • • • 1,^ • a ,Pgfrts' j•R F BLDG. �ww�dlr2' •. 0" 12 1/2" .' . +�✓�+5. "�'`.e�., ».. ,r�,,sfskis, r' .�""�3.' °,. T . i ' ,,, 'zw''I t �;� }G DETAIL #7 HIGH PRESSURE SODIUM TYPICAL, WALL MOUNT OUTSIDE FIXTURE E-0112- (TYP. 2) E-0782 ;TYP. 5) � — 10 E-0146 E-0116 --- E-0126 — -- E-0653 E-0662 FLOOR (METAL HALID) COMPRESSOR BLDG. CEILING MOUNT FIXTURE 9 f -y p v s pp • it �iw q,"r� �� .E � y � ' ttysa P DETAIL #12 w1wi =� COMP. BLDG. FIRE & GAS DETECTION JUNCTION BOX -GAS DETECTORS E-1736 E-0122 ( 2)�.— E-0602 E-0113 E-0123 E-0655 E-0659 OPERATING FLOOR DETAIL #9 "INCANDESCENT" PENDANT MOUNT EMERGENCY LICH' (COMPRESSOR BUILDING INSIDE) (1) ONLY 44 L—VJ/ I MOTOR E-0361 E-0371 E-0013 E-0153 E-0123 pr. pa:J'p',. �, ^"T '•',. �. Ysi� 'f+a'`..P-as,.�."<. Y�yry r-.:.. •". +. rr�3 r�`e+s W l� FINISH FLOOR REFERENCE DRAWINGS`_.,` " 120.35.635 — PANELBOARD SCHEDULES rt�Aut T";s 120.35.613 — COMPRESSOR BUILDING UNDERGROUND 120.35.616 — COMPRESSOR BUILDING CONTROL & FIRE DETECTION PLAN 120.35.623 — COMPRESSOR BUILDING ELEVATIONS 1 ISSUED FOR CONSTRUCTION 0 ISSUED FOR BID "I a NO. REVISION — DESCRIPTION iL DETAIL #10 T ' TYPICAL FOR PUMP MOTORS DWG. CHECKED AF' STATUS BY DATE BY DATE • • m-= M7 I •... new . 1994 CONsn=WN BrY GATE OEMGN DM 4 16 DRAWN AS 4 16 AS BUILT MICRRM E-1736 E— 0207 TO NEXT E-042 E-043 GAS DETECTOR FROM IJB-20 v v . _ - v v Florida Gas Transmission Company Houston. Texas PHASE III EXPANSION COMPRESSOR STATION NO. 20 ELECTRICAL COMPRESSOR BUILDING DETAILS FT. PIERCE, FLORIDA OF BLDG. FINISH FLOOR III� L ,C� 1911 B q W. — 5uib 400 U N I V E F _ P.O. B 5T1248 CNScO H.e ,T-.77W—W" --7 (713) 97)-0]70 F PA GAL v ir,�.INE GROUP NUMBER 1 20.35.623 E— t-UVC E-011 E-02C - E-012 I i liI - E-0163 I--_ �— E-00' E-0063 ;: E-0370� [E-01 E-0002 E-0112� E-0002 ---E-0 E-01 12 —VJJ7 —0203 E-01>01 /L _0 65 E—Q063- I/1)L It I COOLING FANS THERM FIN. GR E-0111 / — E-0122 L� CONNECTION a> — E-0.359 E-0202 ®y N w 0 I 4° MYERS HUB 1B 4 —, 22A)\ 3 2B2B \ 3" ' LONG 11 L II y I rRADI LBOWS ,. E; m USE-2 DIRECT BURIED CABLE ROUTED UP TO DISCONNECT IN CONDUIT STUB —UPS SEE DWG'S: 120.35.603 120.' .615 120.35.632 Florida Gas Transmission Company Houstonl Texas PHASE III EXPANSION COMPRESSOR STATION NO. 20 MISC. DETAILS SHT. 4 121' FT. PIERCE, FLORIDA dDV DRAWING NUMBER 120.35.624 0 � 48� '.' P x i , :'�.g "3i � � ] ;$� x„19" a v"; z, v� x a � z, x y y a. f „xi<. r 'Y � r � Y 9i rna a'� i '; t+r�" a r� ,��� ,T-, y, 1 „i.`, [° xl ., nit" r,., I.;�y ,. � x Af .n ,� , .. ... ,.r. ., ,,. i:� ._ ,..�mr .. _ ._.,W. _ova: sb.4v _..._ � .� �w1 }.,,. 4 P i.4FPYry �Al�y � Jx „tl. ,�4("yl j � 4�� Y `Pi'it}l�' V. Y tLi 1. it x � �� z. � G w n � w �z5, i '�.YS�r.HA 1n9 rn��.. s. .. �, c_ 'TAT � � . n........ ... arv..r r , e,.. ... _ r:f :t,r.LVilW.M iaL.. .. ... ... , . .0 , x , . v n,. ... A, A e. .. ✓ ... e .. . ..> v. A .. fr. . Y.. ✓.. . , ;:. . .. ,.ss, -..r �' 1 , ... 4 a.., ,.. v ai n a+. .. .. ,..„-, , ,✓ ... � s'. �� iYa_ ., .. -. -,.. . I ..I. n m _ .�r6� _,rd _, .4 ..,,.. re 1. 4.. _ ,.. .. _,...e- . ,.... ... � r. .. .� N.� ,., '.�,.. *w ...... :. .✓, r... "'.. .d. 14"�i � Y x I ., "-, .. , .M .. .__. �. �.�.�x_:3I r .- ... „ f. �� �� , ._._ .: ,.... ,... . ��..,v....�x.,.:.......a�.... �Q -•_m.. ... ix.Y 'U. I I a�a>.. ..' ..� r ''�'b,miN�.:�..r._.a..,N.. ., ..z a. dex.'tA.. tea. 6 �' 4 ,arvry ..... .,...V P, r, ,.. ... .. NR(C) NR(-24) ; TVR(+24) 1VR(SIG) ;a QTD(R) QTD(W).,fSEE NOTE 1 QTD(W) r a CYL. 4 CYL2 W � TE-51 1-4 B . W -_- i i TE-51 1-2 B / LOW J W SURGE HYDRAULIC HYDRAULIC FILTER/ DISCHARGE DISCHARGE TEMP. TEMP. - J LUBE OIL TANK FAN DRIVE DRIVE SEPARATOR SWi Cb SHIELD J PRESSURE LOW LEVEL LOW LEVEL LOW PRES. = HIGH LEVEL -- ---------------- -- L----- - ----- - - ---- - - --- - - -J PSLL-2017 I-SLL-560 LSLL�_74 PSLL-2073 L) II-SHH -205Q 117E 1TR1 1A E�- - 6SH�� (117A 1TR1 16SHT m m m m ---- 1---- --— J�^ r N R TE-503-4 R R TE- 503-2 R + + + � xN COMPR. CW TE-503-4 W COMPR.6CS2W TE-5 -2 u O �oN `o N oO� N N O o O 11) CYL 4 CYL 2 O N N O CD O E-503-4B 03-2 BW N N Q0 n N N S N ON SUCTIONSUCTION ——r TEMP. [nn (nn VO (n OTEMP. SHIELD --J 0- n_ J -1 J _J c a n: -i cn _A v)SHIELD n- a n_ n_ ---- y Q � n�o-- C= =a 4 C� ----- -- 4:C 2PR 16SH SIGNAL 1 VE-2085-3 BK1 S -6 COMPR. V+ _ 2 rl VE-2085--3 BK2 -- CYL. 3 VIBRATION V- 3 I 1 1 VE-2085-3 WT2 105A 1PR #16SH 105E 1 PR 16SH (39C3) COMMON 4 VE-2085 -3 WT1 -- - SHIFI D - -- -- [24A 2PR 16SH] -_ -- — VSHH561 + BK COOLER ONTROL (+) TY569B + BK PBS �129 f1 VE-2085-1 BK1 A/W COOLER NC VSHH561A BK VALVE A [ P I 5 1" SIGNAL 1 FAN B C TY-569A COMPR. --V+ 2 j�VE-2085-1(BK2) VIBRATION NO TY569 WT SWITCH LOCATED ON TCV-569A) NOTE: CYL. 1 _- _ 1 i I VE-2085-1 WT2 -- ( � 24VDC SUPPLIED VIBRATION V- 3 ----------------- VSHH-561 B NC VSHH561 WT �--------------- - (39C1) - -- VE-2085-1 WT1 COMMON 4 AFV) $ C VSHH561 WT 105E 1 PR 16SH — FROM EXIST. COMMON 4 (539 CONTROL BLDG. SHIELD N0 --- - ---- --- A/W -�+)- TY569B + BK FUEL GAS l f FUEL GAS SHUTDOWN v.! Wore --- --- -- - - - - --- �_HYORAULIC _ TVFaof�lfwrl 05Q 1PR 16SH 05F 1PR 16SH 117 1" T 125 117A 1TRI 16Si'. 117E 1TRI 16SH 117C 1TRI 16SH 117D 1TRI 16SH 125A 1PR 16SH 125E 1PR 16SH 125C 1TRI 16SH TO DWG. 120.35.637 TO DWG. 120.35.638 TO DWG. 120.35.637 TE-2053(W) TE-2053 B —��W�� SHIELD IIII U) LUBE OIL FILTER HIGH DIFF -Ed IS-2016 v D co O � N N 0_ 129E 1PR 16SH 129C 1PR 16SH A/W SURGE TAN K LOW LEVEL LSLL-561 Y m ,✓ + x .. N cD c0 J J � J J 11101 UNIT F(,,,-L GAS TEMP. TE-20 3 1 16A wt A/W SURGE TAN K LOW LEVEL LSLL-561 Y m ,✓ + x .. N cD c0 J J � J J 11101 UNIT F(,,,-L GAS TEMP. TE-20 3 1 16A wt 1 PR 16Sfi 116E 1PR 16SH 129A 1PR 16SH 129C 1PR 16SH 110 ill 127A 1TRI 16SH 127E 1TRI 16SH 127C 1TR1 16SH - 1�—T_E-2017 r�TFT—T�2017 TE-2017 SHIELD 1 10A - 1�—T_E-2017 r�TFT—T�2017 TE-2017 SHIELD 1 10A 1PR 16S11 110E 1PR �16SH 110C 1PR 16SH 110D 1PR 16SH 1PR 16SH 105PR 16SH PR 16SH 1PR 16SH TO DWG. 120.35.636 C71AS 127 1" V. LAD 127A 1TRI 16SH TE-2.083_ R TE-2083(W) ----- TE--2083(B) SHIELD j127B 1TR1-j16SH TE TE TE Y .� S 9 s �„ 'HIPS i f ''iW Imo-^ ' 1d§'Pv W x• I t 6 } S k v` S W V''SHIELD w� ✓* -?r. it `,�F1' yw4r 'i'Yp § re i' 1^•� e 7'+•e s;3 i t M s ,♦ 4 6 tf fit'+i ry 4a x..r %`C';^^" i4� $N� trnl,4j Ylv a E ,".s kw rt 4., EC .�.M.: §''_$.�i, ✓ �•"lrYp `Y .k...x .a i;Y# .n;#Id S,:t,'t�"''g�.t ,. .E�'HY^Sa, 1 1I ,4 129 ^« " ;t "�" rvg ' i �k i5'y�Z, �'Y,x £ x ^ d;. ¢ r" ✓'k I M ....u"'S`'�;t 4� y`^ j T e t ,5' „a f " ! , '"rt a, ,, .5,""hw':, s^ " I, k '' 'a ^I r t°wa-,>t, . , ,,, 9J.gs i3 "✓ y,, a i.: n" , x, ,: % €^ -:p.'u �t.SF <+k: ��' >r �`0`d"iiF7 � 1 zs .:I .. :.. i,,:.'F' ,r. :..<. , •, k ,,.._ , ,.. ..,. .. .i....nr µ , , .. .. 4 r a„>,I� Si, ea t.., t " x, r. :.,,,g Y ,u, ,tr. n i V a'a 'f`" F,.,n ;.. , -. ,-.: i .r ,.us.#, .,'t ..` ,, r i.. ,lt• i { r, , :-..>3- LF .*,. 11:.r. „A 4 .,.:LL }" f .,. ,' .C, :x "h ,::.. x2 s n. ... �, 5 :. a,, r(• p f DW G. 1 M Florida ion Company STATUS Ery DATE BY DATE BY DATE s.�ep • • r r x ..: Y ,., -A?.: 1 1... ✓;, a. ..irc. a .I';, ..']'f ,, ^ x IL v., • • • • , ,,, , ..... [ b.. ., r ,,. 1 a ru. n. , r„ £ r• ':"1K, [; ..... y -. . , r I: 1 k I yS li`,.f a .�Y r (1 • , x np bill F BID 1 ISSUE +10R TRUCTION 11 STR.im� --- - -I - ---- - `� 0 ISSUED FOR DATES — - — -- -- Fl ER o -- --- FT. PIERCE, FLORIDA --- - NO. REVISION - DESCRIPTI \ S22138\ E\ 2035628 - - -_ - - SCALE -, NONE - A. 6SH 1993 FOR oRAMNG NUMBER 120.35.630 C0 N D�._)I.1_ CABLE SCHEDHI_. CONDUIT CONDUCTORS -- --- --- TAG [2A FROM TO FOR SIZE No. SIZE TYPE VOLT * LENGTH - -- -- -- - -- 1 4/0 TY INCOMING POWER - USE-2 CU 600VAC POLE SERVICE SWITCH RACK FACILITY / ELECTRICAL UTILITY CO. ELEC _ ` 3 500 MCM ELECTRICAL UTILITY CO. POLE SERVICE SWITCH! RACK FACILITY INCOMING POWER 1 4/0 USE-2/CU 600VAC i 3 500 MCM SERVICE SWITCHRACK MOTOR CONTROL', CENTER #2 ATS MOTOR CONTROL CENTER FEEDER - 1 4 0 USE-2/CU 600VAC 3 500 MCM SERVICE SWITCHRACK MOTOR CONTROL;. CENTER #2 ATS MOTOR CONTROL CENTER FEEDER - 14 0USE-2/CU 6003 500 MCM EMERGENCY GENERATOR CKT. BRKR. TRANSFER SWITCH, MCC #2 EMERGENCY POWER FEEDER 3" 1 2 XHHW-2/CU 600VAC . 3 350 MCM 3B EMERGENCY GENERATOR CKT. BRKR. TRANSFER SWITCH, MCC #2 EMERGENCY POWER FEEDER 3" 1 2 XHHW-2/CU 600VAC 3 350 MCM 4 MOTOR CONTROL CENTER #2 ATS EMERGENCY GENERATOR - CONTROLS 1 1/2" 12 #14 THWN/CU 600VAC — 5 MOTOR CONTROL CENTER #2 EXISTING MCC FEEDER T 3„ 3 _ 2 01 MCM XHHW/CU 600VA 6 MOTOR CONTROL CENTER #2 NEW SWITCHRACK #4 SWITCH RAC t' 3„ 3 2 01/MCM XHHW/CU 600VA 1/0 7 MOTOR CONTROL CENTER #2 EXISTING PULL BOX II-1 EXISTING SWITCHRACK 11-1 3' 3 250 MCM XHHW/CU 600VAC 8 MOTOR CONTROL CENTER #2 ATS PORTABLE GENERATOR PORTABLE GENERATOR ��` 2" 3 3 XHHW/CU 600VAC O RECEPTACLE 200A 9 EXIST. MOTOR CONTROL CENTER #1 PORTABLE GENERATOR PORTABLE GENERATOR ` 2 1 #4 XHHW/CU 600VAC RECEPTACLE 200A 3 3 0 10 MOTOR CONTROL CENTER #2 STUBBED OUT OF PULL BOX #8 FUTURE SWITCHRACK 3" 11 SWITCHRACK #4 COMPRESSOR BLDG. UNIT PANEL PUMP, HEATER & FAN C fZOL 1" 12/C #14 TC/PVC 600VA 12 LIGHTING PANEL ® SWITCHRACK #4 COMPRESSOR BUILDING INSIDE LIGHTING����1• 7 #12 THWN/C 600V : 13 LIGHTING PANEL 0 SWITCHRACK #4 COMPRESSOR BUILDING INSTRUMENT AIR DRYER M-2030^ ;„ 1" 3 #10 THWN/CU 600V 14 LIGHTING PANEL ® SWITCHRACK #4 COMPRESSOR BUILDING RECEPTACLE FEEDERS ¢ 1" 7 #12 THWN/C 600VAC FLOOD LIGHT CONTACTOR --- -------- ---- ---------------- -C ---- - THWN 15 COMPRESSOR BLDG. VIA CONDUIT 1 TI: 1. 3 #12 / 0 SWITCHRACK #4 — 3 14 2 16 SWITCHRACK #4 AIR COMPRESSOR 8�`1 1/2 t 6 THWN/C' _ FLOOD LIGHT CONTACTOR , 17 FL-1 FLP-1 BRANCH 'CiRr U 1" 3 #10 THWN/C` ® SWITCHRACK 4 4 19 SWITCHRACK # 4 J.W. HEATER 15KW H-565 J.W. HEATER FEEDER 1" 4 #10 THWN/C J.W. HEATER CIIRC. PUMP 480V 30 MOTOR FEEDER 4 12 20 SWITCHRACK # 4i 2HP P-565 & CONTROL, HEATER CONTROL 1 1-9/C 14 THWN/C -- -- — — -- -- ------ --- ------ -- -- 3 8 -- ~ I --~ - I HEATER FEEDER 1 1 10 THWN/CU 600V. 21 SWITCHRACK 4 LUBE OIL HEATER 26KW H 2O20 LOBE OIL E — — # --- — —— — —1-3C 4 —-- --- -- _ PRE/POST LUBe OIL PUMP 480V 30 MOTOR FEEDER 4 12 22 ITCHRACK # 4 - 2 020' & CONTROL, HEATER CONTROL,: 1 1-9 C 14 THWN/CU 600V 7.5H P P------ -- - --- 1- ... -- - - --- --- -- 2= ITCHRACK # 4 1 HP SUMP PIIMP P-701 480V MOTOR FEEDER'` 1° 1-9 C 14 THWN/CU 600VAC 4 TOR FEEDER " 4 1124 THWN CU,' PO VENT FAN VF- O1 2HP &PSH-514A 1 1-9 C 2 ITCHRACK # 4 / 4 _.. .. ,.. -- -----r---------m 480V 30 MOTOR - --- ---- --- 25 SWITCHRACK # 4` VENT FAN VF-202 2HP FEEDEk 1" 3 14 THWN/CU 4 12 600 J — -- --- -- -- -- QNTRDL - --- -- r -- _ 4 12 - THWN/C f 5i ' f �Y Y III'.• • •• . : i I •.LIGHTING £ g 1 1 PANEL FEEDER •. •• •• , m •. ;• „ •'WELDING F RECPT. FEEDER—', a • I •' . • !$ • 9 =a "� ty 3 F^e k, . ..,.Y ' M ''' " } , a s $• • •; is 7 1 . R MOTOR CONTROL CENTER #2 ftt S L,ju � L�71 72 MOTOR CONTROL • h .a e x ] 5,q XYy , y • •• CONI"ROL CENTER n •� ti4 • >:� e x ,y sq+K x . k 74 MOTOR CON TROL CENTER #2 • :a ^'' 4 _ m.. asp, F,.fti. 4 ,� �. rV .rt `ttk 75 MOTOR CONIROL CENTER #2 Po Yl / ✓b..4 t,in �3 P� �b MOTOR CONTROL CENTER #2 ��A x aTX" '1t %x9 x a8"i;$4wik� &�1 V. 77 • • • CONTROL• Y v Y }'.'; N V �d¢ yy #14- 2 THWN/CU 600VAC #10 THWN/CU. 00v 12 WN/C 14: UPS • OIL CONTROL ROOM UPS DIST. 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BLDG. 1 TRI TE-5668,TE-2017,TE 3 1" 3-1TR116 SHLD PVC 600VAC OMPUTER,' XIST. ST3N FUEL' ER 1" 3 TRI 16 SHLD PVC 600VAC N1 .. -- --- ---- - - - --- - N EL LSH11-2050, PSL-2050 & SOV-205 1" 2-1PR 16 SHLD PVC 600VAC PREP I GOV- TURE AUTOMATION 1" PBS-6 SPARE 2" S -6 2" III --- - -- --'--- -----------_ _ --- ILOG & DIGITAL CONTROL 2" 1-24PR, #16 SHLD TC 600VAC 1 PR ARE 2 2„ 27 OUT & CAP aw' 8 OUT & CAP 901 ,B OUT & CAP 902 OUT & CAP 903 AUXILIARY BUILDING (FIRS.` ROL R00 ,j f ` B OUT & CAP 904 COMPRESSOR ONTROL R6 „, ,, S D , 905 AUXILIARY BUILDING (F ONTROL ROOM (FT-100 c 'AS DETE, 906 CONTROL ROOM UX. BLDG. ' TROL & SIiU 907 CONTROL ROOM (FT- SWITCHRACK 4 # V T FAN EN _ TROL CH -- - - -- ---- -- S22138 PE OR STA: ACCOUNT NUMBER "' PREL'Y-- -- 1994 - - CONSTRUCTION — BY DATE DESIGN DM 4/21/93 --- __ ---- -- BID DRAwu AS 4 21 93 UED FOR CONSTRUCIION _--- JCT _-- 11/1/9 —_ —.— — CO AS BUILT - ------ - -- ------ --- UED FOR BID DDK 9/03/93 MICR" MICRiIM --- ___ REVISION -- DESCRIPTION BY DATE CHK'D APP'D , CADDS " 2213 2 _- J FILE NO_._ SCAB NONE 1' 3 PR #16 SHLD PVC 600VAC 1" 1 PR �#16 SHLD PVC 600VAC 11 4 TRII PR 16 SHL TC 600VAC Ig # 1 1 4 TRI'#16 SHLD TC 600VAC 1 1/2"1-20/C #14 THWN/CU 600VAC 1 1/2" 8 PR #6 SHL 600VAC 1 TC } Florida Gas Transmission Company Houston Texas PHASE III EXPANSION COMPRESSOR STATION NO. 20 CONDUIT AND CABLE SCHEDULE FT. 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I I 1116i;Ll���!---- I -11 � 1110� Dii:'« TATUS ,,' S f E e p s e - DIGITAL INPU DIGITAL INPU BOARD 1A BOARD 1B _ .. +24VDC ` +24VDC 1 s P8 q''+24VDC.30 PS 24VDC PTB-1 24VDC 2604 P7 VSHH-561 + P7 VSHH-561 a LSLL-2004 + 2 -- LSLL-2004 PSHH-2088 + PSHH-2088 f ' M PSLL-566 + 3- _ _ PSLL-566 M Q i LSLL-560 + 4 LSLL-560 Q -561 + 5 - LSLL-561 `n ED -, 011 + 6 TSH-2011 tO 4 —1 + 7 PSLL-2084-1 h 001 ,.: 4-2 + 8 1 PSLL-2084-2 co N _ —2086 + � PSLL-2086 C4 -2016 + 10 PdIS-2016 083 + PSLL-2083 n m __. J03--B + 12 -13 - LSHH-2003-B m _ _ LL-501 + 14 - „PSLL-501 0LEI h 0�_ 15� h a o Co `16-2 C + Z-2086-2 NC — a0 m - - - 560 + 17 - - - VSHH-560 N - - - 2078 + ----1 1e - — PSLL-2078 - fV _ - = L-2073 + 19- PSLL-2073 ..l.L-20 4 + LSLL-2074 000 - _ _ _ 20 -__ _ ZSO-501QD [C4 U ZSO-501Aw ED z z z _ _ZSO-514 ZSC-514-' 00 w. ZSO-519A I ZSO-519 N- M ZSC-519 to o ZSO-502 o ZSC-502 to ZSO-518 -^ ZSC-518 -- Z S-501 + tb - - - 110 1" 110AI 1PR F11OBI 1PR l 1 OCI 1PR 111OE11PR #16 SH 1 16 SH u.'" i A.wki a+� bey "?r' � nw, a ✓i4 ZS-514 + -N ZS-519 +- ZS-502 +_ N ZS-518 + N + I �(Io- I d Tit 2" 300 100 100 100 16 SH 1 SH OAX TO DWG. 120.35 DIGITAL INPI BOARD 2A +24VDC 401 P8 11w J J z� W z5 O z N J no mN O `' m= V)o Z F H � W O 3 0 Zd 3 c� N ED �-- 16 #14 (PART OF CABLE 120B) COIL & TAPE SPARES 1P 120AAI1-30%C 141-471 TO DWG. 120. NO. ———R +24VDC P8 -24VDC DIGITAL OUTPUT r; BOARD 213 N d- L0 ED N M m N M C) a N M o It u N Lil 53.1 -- 65 P6 _N P5 + 1 534 t 'ILi- P6 ( -Ln 535--1 co - - P6 -- N P5 -y M CD P6 cn P5 11 fo _-1PR #16 SH (PART OF CABLE 112A) 112 1" 1:112A 1 4 P R #16 SH TO DWG. 120.35.646 CONSTR. SVO-519 SVO-519 SVO-502 DIGITAL OUTP F` BOARD 2C U •• U 0 0 � d �a ICE to N N +. I, 613 P66 P5 I P5 622 1108AI 1PR #16 SH 2 #14 - (PART OF CABLE 11A) 1PR ffl6 SH 1PR #16 SN TPR #16 SH 1PR 16 SH TO DWG. 120. N Q a L _ED N -M m _U') ED N M U to N -M 0 n Q0 N r� - l LJ 04 a LL `n J tD I v M 0 -ED COIL & TAPE 4 SPARE IN PANEL 11 11A 20� 14 DIGITAL OUTPUT BOARD 2D +24VDC +24VDC 701 P8 P8 -2P� C PC 2604 W O_ U7 c TO DWG. 120+35.630 N n Q (D_ N M m co N U Ln CD n_ o u7 TD -- N _n LiJ _110 N a- ui N L E N I� i.yZ-2U86- 3 l SHH 2050 (+) �P13 , � Ty 14 . 66+ 1B R 566E ' W TE566 'r H COM ' -- CID ' SHI INTERNAL WIRING TO BE DONE BY CONTRACTOR TIC-566B D`" DC - ' J/W TEMPERATURE SHLD CONTROLLER (MOUNTED >G�+} } IN PANEL) Sill I). R1D(H)' _COM ; �COM ---,•. - - - T._ i 1105A] 1 PR # 16 SH I I TO DWG. 120.35.638 TO DWG. 120.35.637 9------� TO DWG. 120.35.638 I } TO DWG. 120.35.637 101 _2tt 1-29A 1 PR 16 SH 129C 1PR 16 Stj TO DWG. 120.35.629 WORK O.2UER NUMBER.'.`.....'...�...""ti.'.,..n....'�""' `_'." ""... S22138 _.. Gael Transmission CompanyP.L OR STA ACCOUNT NLildeER Houston TCXOS 1994 CONSTRUCnON fPHASE III EXPANSION DE.li _-[;g 08/0F•,. COMPRESSOR STATION NO. 20 DRAWN --D0K Da/o ,. UNIT PANEL INTERCONNECT DIAGRAM #1 AS BUILT MICRFLM -MICRFu -- — - FT. PIERCE, FLORIDA Fit E NO scale NONE —---- ONE --- -- � 11993 �Btt Brim aMe - Su'te 400 UNIVI_RSAL_ PA Bo. 9024E Lr,rsco, Nc _ Houston' m n Tevz51-0218 Ot3) 9>)-77 0 i CAS FIFUIINE DRAWING NUMBER 120.35.636Ar i ^'" , n, -. dl ' < .. ri: >: ._,, .xT ,,, . , e .rv.. „/.. ,.. -_.. � ».,�.:, a.: ..., a • .a>.' t,...,. ,„ y L _ r. .... ., � .. .x_.w.. ,o...=' is ill t. 31, $II .. �. M :. r 9 r. V:, I III tl «.,.. a ..,I' I,.i r a II, I 6. 41 .. ✓a. ...... , :,... .. V C r_ a .. 3.-. .. �.. v ate'...., .., o.... .. .. ...... <,-,. h .,. ....., ::.. .. .. r .- i .. fi s v5.. vi. e.:,. n... ,.. ... . .. ... r , .. .. a a ..: ry ..,.�.s , 'r :..: , v...r.: . �':'r i.. .J.. 1. ... ... ':: '», , v 1 ry ,L. r 1 ;, �..::� .Y r .. ra vi r -. rr.� a '.- a".. -..: n, ms .. e �rt , III ;': ANALOG ,� I '.: r - M a.r + v� ►i: :•• �ylN7 • 0 a 1 0:1 • •: •:• • •: • •:• !II TE-2080 •:• • • • • •80 8 - 11 6 f x ••• 2 dd g yr r ru E > y .• Y - x � P .v `� It ,, A g..�•w ` 3( ,r'eTf ' vP • 1: PT--2053 H1. •: i •• • •• , •8 �+11 1: •C • 1: C TO DWG. 120.35.636 . El ..F i 1® .. • 16SH 113 i 6S • • •• / .. • : ® • • • f � r 1"^ � r 4c e..✓ x �' dvr � k 1. THERMOCOUPLES, EXTENSIONWIRE,_,,,- • ARE FURNISHED � K �: w i • ��Srv•�y�' � �ri ,� 1 z r� a tY � M.r uq 1 y ,� I TO DWCj 120.35M COIL & TAPE SPARES w__ 82B E-2080-9 + _ E-2080-9 - II I N -2080-10 + Q -2080-10 - II TE-2080-13 + TE-2080-13 M m U N TE-2080-15 `t TE-2080-15 - I i TE-2080-14 + `o TE-2080-14 - i -- 1 117\ � TO DWG. 120.35.630 RTD BOARD 82F N T 1 17A 1 T_RI #16SH 111B TR1 # 16SH 117C _1 1TRI 16SH 117D _ I 16SH 118A 1TR1 16SH 118 118B 1TR1 16SH 1" 11$C 11RI 16SH 118D 1TR1 16SH 0 I I ISSUED FOR BID N0. 1 REVISION - DESCR COIL & TAPE SPARES N m U _1 tl Ii 2083 (R I `O '2083 w)II _� 20 B ] R ^i U 2011 R ID 2011 w I I 2011 B I N - M o - w n (R) 119 2' 125 125A l_ R 16SI 125B 1PR 16SI 1 --- -- _._ 125C 1TRI p6St TO DWG. TO DWG. 120.35.629 120.35.630 119A 1-87R 16SH 11981-8PR 16SH 82D -2085-1A + -2085-1A -)II N -2085-18 + - Q -2085-18 � I -2085-2A -2085-2A - II N -2085-28 (+ o0 -2085-2B - II -2085-36 + D t -2085-3A - II N -2085-3B + U -2085-3B - II -2085. 1 + O -2085-4A - II N -2085-48 + -2085-4B - i tln RTD BOARD 82H TE-2087 R - TE-2037 (w)1 ATE__ __-20 )1 `iR Q -1 001 w I I n N "� 1I ~II I rLo T-1 U Ln I � Q n ANALOG OUTPUT BOARD 4 24 VDC + P10 24 VDC (-) P9 - - - - R R 596II + 1004 � PANEL 526AMB W -- TE 37 W 596II - 90151 1005, M I AMBIENT g TE- 37 B I I TEMP. GOVERNOR 18 `n I SHIELD GOVERNOR 19 r 00 _ NOTE: N CONTRACTOR TO MOUNT TEMPERATURE M SENSOR IN FIELD WITHIN CONTROL PANEL, NEAR THE TOP. It TY-569(+ ., r� TY-569(-)II f ro N �T � U LO 00 00 M i d` 0 PREWIRED GOVERNOR INTERNAL WIRING 1 TB1 TB2 24 VDC + -� 22_ 24 VDC - - 2 - 21 - PY-2054 + 3 �20 \ PY-2054 - __- 4 19_ TO x - 5 18 TACHOMETER { 6_ 17� -7 16 j 121 111 � 10� -- iNTERNAL �g j WIRING 1 PR #16 SHLD TO I/P PY-2054 (WIRED BY VENDOR) _j V , NITY " 1, �- 1PR #16 SHLD (PART OF CABLE 115A) TO DWG. 120.35.638 DEC 0 6 1993 FOR �Sf 'i-�' _ 1811 Ber n9 Grve - sine LJ N I V G_R SA L_ P0. %. 5703n0 F45c0, Nc. N nTe.na AI57-02n8 (713) 9)1-]710 DWG, STATUS CHECKED _ APP_RO_VED BY DATE BY DATE WUKK UKULK NUMerK S22138 7 /� � IM& Gas Tran4missi©n Company BY DATE - -- - -- - - P.L. OR STA, ACCOUNT NUMBER Houston, Texas _ _-_—_ [ PREL'Y - -- _ __ 1994 ___ _-_.. CONSTRUCTION _ --- -- T PHASE III EXPANSION�7 ...a •. e..v kfA oFSICN S- M o ATE 912/93_ COMPRESSOR STATION NO. 20 �� 3 BI - -- - DRAWN JCT 9/2/93_ ELECTRICAL ]`��t� AS BUILT UNIT PANEL INTERCONNECT DIAGRAM #2 ' _- -- — ATE: ` MICRFLM MicRFtiM FILE No. IERCE FLORIDA FT. PIERCE, DRAWING NUMBER 120.35.637 S221382035637 scA1F NONE �1 100A 8PR 16SFi 100E 4PR 16SH t00C RG62 COAX WV 3WK'. F 6 — - — — # ... y tea` TO FT C E j y p Hy SyfS 1 4 3 cG9� �v,hYl It P1 �9N:1:}lY J •. / • • BOARD NN, �'.,..';^S CRY, ... .,.< ' _see. i <a+__.r#..':ee� ., _. r I,Vre"A`.:F o° �i• _ _ __TURBO a� r � R I Gr'v� r k I r "%aJR`'w.'k# f'14 s c • • I p ;a .,r, x� ns r+ t a t ) r A ° - • • lam' .�� re`., .yA . y f4 4}f w ' x�sdid �" �,.:. # ,^"$4 x r;_ > ,,.. ..'":�'+i .. F� •�„^8, Rs" bt, I=` �( v. k ., ¢ .,,s ,. )k,.... r f.s iM x "y..� .£ .. . . �, k� Sys .+r.. n.. '.:` 4 � Y R iM ksVk . ! '✓;,. 4. _ ..�.:,._... .-� :. .. ..a,. .uK. ..., a.,. _.s. .. ., .+.:_,. .,,, .,+., a,... d..a �.a .,.._.., w. �„n Sx,..-sb.�.. s._ ,r ..u.,a ,a u.:R*.. .u.,. a,.r.'t�,.aL,,. Ik�i.._,..na,a.,., .... ,.� ,.. <.�. ..,.r IIh s...,b.. v. ,... _s v .�,. • � i 124A 2PR #16SH 124B 2PR #16SH 124C 2PR #16SH 124D 2PR #16SH 24VDC( P4 AE-2012 METAL DETECTOR TB1-1 ITB1-2 INTERNAL WIRING (1)« (2), DUAL PHASE (3)' MONITOR (4)` 24VDC(-) P3 24VDC(-) P3 2432 ACE-20' Z YS - YS- YS- YC — C OOA 18PR # 16SH }-- FOR FUTURE CONNECTIONS t FT-50 MOTHERBOARD CONNECTION BY OPERATIONS (FUTURE) r 100B 4PR �16SH COAX J9C RS232 J9A Pot ida Gas Transmission Company Houston, Texas PHASE III EXPANSION COMPRESSOR STATION NO. 20 UNIT PANEL INTERCONNECT DIAGRAM #3 FT. PIERCE, FLORIDA DEG o 6 1993 C ,PJer nq pnve :u a aa0 l NI� IV <SALAL Bo. ruts -c Ho0. `7 570248 s77 n�s�—cza9 (7'3)9 I q K',l IC. A f;A4q L`k or. . cMif'oup DRAWING NUMPFR 120.35.638/'J\, 11 INNER ` f S •�� ��� II a • i '�'' • • • • (ON EXHAUST STACK) E -4008 (ON BUILDING) JBASE •�t is �.z, A oil i T: = EXHA ST INTAKE INT KE _ I I I 1 PP2022 I N, ^ I , i Q, .SUMP PUMP _ -- N T r— +I +, -� SEE PLAN ABOVE RI HT III N N 1 I I = A , H 1 � W W OO 0 I I I I � -2080 - OSOB v , ILENCE SINCER I ' B B t + �7 i I, � I I I I I TEd oo I I I I be0000a , AT I I I SWITCH RACK #4 V-2070 I I I i S- 8L (aj-LL T I I I a C-2030� I� ' I I I I i �S_8+2� • 0,. _— ------------ II I I-------------------------- ------------- ,II I aI I I E—-------------- 'I I m� IIIIII EIIIIi IIIII IIIII ,I � ---n11—-------------n— — — 7 . t XISTINGSIDE LK I I p I - .n_. � " ----- 0 E-561 v 58 m J= 1-=L_J=== = __-_-_-_-��.®-bra=.= O \ I av ass az as I I r I I I II ' I I I I PBS 9 FOLLOWS CONDUIT _ - DUCT BANK -i o, ----- — — _ _ — — __ — — — — J 1 iS` — 4 m s r---�" ��—u--I----— — — — — — — — — — '- z TO IJB-3 0 IS`. ,�# IIII I i11 jiM1l'I - I---- L--L------I--------------- -- ..— 'II111 W -. NO. 1, I 9 9 CABLE CRO`. 2 N SPLICER AI_/CU COMPRESSION SPLICE BARREL (E--4002) COPPER #2/0 INSULATED (E-4010) CADWEL.D I -»- E-4005 DETAIL #3 GROUND ROD DETAIL (TYP 1 D) 131 THIS DWG fYP 12) THIS DWG fYP 12) THIS DWG THIS GROUND ROD SHALL BE CONNECTED TO THE MAIN GROUNDING SYSTEM USING #2/0 INSULATED WIRE. (TYP 4) C-4007 _A DETAIL -14 CABLE CROSSING TEE DWG, CHECKED APPROVED WORK ORDER NUMBER "STATUS-- BY DATE BY I BY DATE S22138 -- - I—DNIE - PALOR 5T0. ACCDUNf NUMUCR 1994 CONSTRUCTION PREL'Y — — -- — BY DATE DESIGN DM 8/18/93 BID - - -- -. DRAWN AS 8/18/93 _ eu1Lr - - - -- CONSTR. - MICRFLM PLOT DATE: FI . FILE No CADDS DWG. \ S221 38\ E\ 2035639 _FILE SCAN 1 /8" -1 , -0" • AT•AT I I t 1 1 (TYP 13) 11 THIS DWG 1 AT c� #2/0 LOOP i AT 1l�AI I A I j I I 1 � I I I I I A AT n AT A w--—w— - - --- TO STACK PROTECTORS LIGHTNING PROTECTION SYSTEM PLAN VIEW )09 iL/CU SPLICE 3ARREL • C•• LIGHTNING PROTECTION SYSTEM ELEVATION f IED DE2 11993 1 DEC 0 6 1993 nn oon...- •�.� 1 FOR E-4009 D ETAI I# CAST RIDGE OR 17 LAT POINT AIR TERMINAL BASE Florida Gas Tronvmission Company Houston. Texas PHASE III EXPANSION COMPRESSOR STATION No. 20 COMPRESSOR AREA GROUNDING/LIGHTNING PROTECTION FT. PIERCE, FLORIDA E--4009 [ �f 1 - Su Ye aUD tL l-NIVZ R^l>`-f PO 248 EN5C0 Ni - HO f— Tam xoi 77 RiSJ W1B )Ui AB>J-)0 vI � a14�H CAS PRPUE�dr: 47 "Itfa DRAWING. NUMBER 1 20.35.639 1�� o-h e usi57 o- eq Pr r fi�i' + a I , f a m.. .. k .. a .:a , n:: � ..g. N.. , F., .:. ., t.. i I v. l t..r �.. nl .. :' *.%. r . , . ,.. .: . 4 .,. .. 5 , . ,. .. fo 'a. F.,. M 7777777 , :'-d' ,: K r 3.. ,.. , ., .... ...^ l.. S.. r .l. , ....,.2. .. .. v i .. i8. . -c.. r. N r . ,r. . • (" ....,, Y . ! ,. vim'.. ,,._, t .. , :'. ,: v, ..... N .: e .� n _. .... e « .. ... .. x. r r'h X. S'" . .. 'M, t .. • :.9. .... .J W. ,. ., .. .., v. . s . ... : .. .. ..:...M _. -., .. .• , 'r, .. ..:, iF,. -.. „ .. �. ,.. v.. , .r h.. 41V , 4 1 .. :... ul .. .Y .,.. ,3 ,....., v 3 .:,.. ,- o at ':Po ,: .,:... . , ... .n .... I ..,, :r„ ^ F,, .. -;.,, ..- •. .. ....., C .n. .- ,. ♦-: 4 .... ,,.- r , 4. ', ..d W ,A .,M 35.. ..«.. ,., .; .,.^ f . . ^ . .., x.. > ... n r .: �i' 'ex. sr..:. ..., ., v .... , .4A a. , r._.f, :.,. ^ _, .. ... .._. ..,- .._ N , ,., s., . ...• i -fi. Sn..A%'....., . ,. >.. .;r ...: s, �. :e: <,. ,,. •J ,.:. LeT n.. th..a r .. <... r 'a ... v -«- . ,. ,.. ., ,.:. _:.- .. , ..- ... ...:. C' w_. } r. ,g I , ,<. ls' ,.,,.5. n ,, r n , ..a / Iry i.: 4. :, •.,:. 4 tt "` •_ x � . ,. -. .. ._r. > ..:'.rs , ,. :f r:, .,:n ..^ .-a .Y_.-•- s Y . t v4, n* 'el� ,i 1. Y .. _... . to I Y?2 .yY, 8. F fq, x .,�'y .y .. .. :-ff s i.• ;'ru �.. .,:.t x t s v.2. �-.. .. ,. S F C .. ,., t "1 's 1 r 'I' 1 I A i .r • .t a ".,8 ;:, r « .:,, ass A:.: .: , -. ..: , r :: ... .,3 d ::.. 4r . ;, ,. •,...� • • • • • I 0119 a ., „, ti r ".'.: a r ' .. S v - e: ., F,• `.. .. F 6 ; , :. y A '9 :-5 z la f .. v E i /.1 . I _ _ t v •s _ r • ••• wd f, ESD CABINET t E_ t •ING. 120.35.626,`nA •' •• • •' VIA 071 THIS C EMERGENCY LIGHTING DWG. ALL CONSTRUCTION SHOWN 'WiTH THE EXCEPTIO ABOVE IS TO BE NEW. m I 2. ALL CONDUITS AND FITTINGS INSIDE BUILDING S a a ,;. Y I r I 4 n sl"k, p INDICATES• INDICATES• • FOR u"i J t,• x x r k, ` k _ �' � •' '� 1 IkF Y1��.' <'�� .h.i �4k •E ER . Se`p.� n I ,5 • .• •- AN AND WIRI S221384 L S/ EMERGENCY LIGHTINC UPS LOAD CENTER (BLDG. AN I RECEPTACLES III HVAC 7 8/ 20A. �� _ nlr u Inc /ol n� o\ { u: DWG. CHECKED 7777777 STATUS DATE pry �sa 4 �. C • CONSTR. REVISIONt) FOR BID • • r. ., .xat JC •• • ..• • ••• • —_. 11 to PHASE III ADDITION I'D .:31NET NO. 2 DRAWINGS 120.35.645, E-0782 120 35.641 — — E-0736 BLDG. FLOOR SECTION A —A EAST WALL ELEVATION SECURE EMT CONDUIT TO SIDE OF TRAY AND INSTALL INSULATING BUSHING TO FT1DOC PHASE III TO ADD 2"EMT, 2-2/C#10 TRAY CABLES — TO INTERFACE PANEL 2005 — D.C. 2" EMT LB FITTING LOAD 2" EMT HUB7 CENTER PHASE III ADD ONE BREAKER 1/2"PVC,1#4 GND.— TO GROUND LOOP BLDG. FLOOR/ CABLES TO FIELD DEVICES (TYPICAL INSTALLATION) BATTERY CHARGER BATTERIES SECTION B—B EAST WALL ELEVATION I• 8" WIDE CABLE TRAY i—CEILING 3/4' EMT W/4#16 THWN TO FT100C FOR CHARGER ALARM CONTACTS 3/4" PVC, 2#4 _718' WIDE CABLE TRAY CEILING — EXISTING FIRE & GAS CONTROLLER MODULE !'C 11993 ?lI°J'p � Q 6 s CONTRACTOR TO INSTALL NEW F GAS MODULE IN DOOR OF STATION i' STATION AUTOMATION CONTROL PANEL (FT100C) EXISTING -- — � r BLDG. FLOOR —7 i l DEC 0 6 1993 FOR CONST11' ,ICTION SECTION C--C NOTE: THIS DWG. BASED ON AUTOMATION PHASE 2 DWG. E4-1A APPROVED WORK ORDER NUMBER BY T DATE BY DATE S22138 t . +! r'_+' ; J I E .: I I , s i . I •?:. , .. I l 4. V , I — P.L. OR STA. ACOOUNT NUMBER Houston Texas 635640 PHASE III EXPANSION GAS fi�E�.l: 1994 CONSTRUCTION��®�� -- -- - B� DATE DESIGN DM 08118/9,; COMPRESSOR STATION NO. 20 GROUP AUTOMATION CONTROL BUILDING DRAWN KJH 08/18/9i AS BUILT ELECTRICAL PLAN AND DETAILS MICRFLM MCRFU - -- -- FT. PIERCE, FLORIDA FlLE NO. __ NOTFD DRAWING NUMBER 120.35.640 1 SCALE I � � i`..RW4n a1P19nNe fW...aY�iYV1�NY"' k 1 ♦ s ai a. y A q a Lh W1 � y 1 rtl a 4 :M1 PiI iP' l e F l i /2' TO SUCTION TO DISCHARGE LEAD LIN > LEAD LINE GAUGE BOARD O p N ^ r7 r) r'') r7i: lD V) lD tD cDf cD cD co cD tD:, 1 L 0 � rD cD O 0 Ln' O lD O O O N I 1n I N I N I N I CL d CL d ' CL J 3 FACE C7 Z 0 m O � 1 w SEE DETAIL 21 w THIS SHEET FOR o TERMINATIONS U 1 SEE DETAIL 21 N ro D O o N N n a CL 1r__ 41 �f E-1345 E-1346 J/ CONTROL PANEL w OEd D o< NOTE # Q F- O O N N cD cD v ¢ d 00 O O N N N I I I a (>i) V) BULKHEAD BAR #1 & STAINLESS FURN. BY,, COMP,, EN,C TUBING STEEL _V-310 FLOOR GRATIN 1 S-S TUSINC C BULKHEAD MULTITUBE COMPRESSOR SKID ��- UNIONS FOR TUBING POLYETHYLENE TO,;.,S SEE DETAIL 23 S EE NOTE #1 w h- U) Z O 0 U ckf N O Q z CL Z O OW cna > w cD 0)0 aul ,dam 1. TUBING SUPPORT DESIGN & MATERIAL FURNISHED BY CONTRACTOR. UNISTRUT CONCRETE INSERTS "I CLAMPS SHOWN AS FXAMPI_Fi ONLY. STAINLESS STEEL TUBING UNION OR BULKHEAD -----%- SWAGELOK INSERT (E-1336) AS SHORT AS /�� POLYETHYLENE TUBING PRACTICAL II FIRE PROTECTION SLEEVE (E-1078) TIE BOTH ENDS WITH STEEL WIRES, LA SLEEVE MUST COVER ALL EXPOSED POLYETHYLENE TUBING 7-TUBE BUNDLE WITH FLAME RETARDANT PVC JACKET (E-1059) SUPPORT & CLAMP FURNISHED BY CONTRACTOR NOTES: 1. FIELD COIL & PLUG UNUSED POLYETHYLENE TUBES. DETAIL 23 POLYETHYLENE TO STAINLESS STEEL TUBING TRANSITION N M 1n rM att N 1n N V) d N N N NN N M M tr1 '.. M I'') d' d' It d O O O O O O O O `O O O'+ ;..0 O O O O .O O O O 1n ,n cn 1n 1n N In to tn . "rX U), to to 1n to U> In Ln cn cn i, I I r > r r r r r r r r r r r (I 0- 0- 0- n.; a d a n a n a a n a 0 03 0 0 1 0 0 0 `„ 1` 31- 1 2 3 4 5 1 2 3', 1 2 4 5 1 2 3 4 5 -l- NOTE 3 (TYP. FOR ALL 1 POLYETHYLENE — - --- --- �- - - -- TUBE BUNDLES) - -- - - - E-1059 o MB-1 MB 2 ' ' MB-3 MB-4 (TYP. 4 PLACES) m \ \ M r\T \ \ o v v v a a a oQ d d a eo � ao 7X1/4'O.D.PE 7X1/4'O.D.PE 7X1/4"O.D.PE 7X1/4'O.D.PE O O O O O O \ \ \ W r7 \ \ \ \ a \ \_ M Y N N 't 't N N y .N .It Q � � � � � � N N N Y N i N N d' ': N N d' � Q �. E-1331 o 0 o J o 0 0 0 0 o m m --- - - - - -- -- -_ -. --- 1336 LOCATE TRANSITION = o 0 0 0 0 0 0 0 0 a o 0 0 0 0 0 �� �� 41 POLY FOR ALL -- -- - - -- m m BELOW FLOOR GRATING I I I I I I I I, I I I I I 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 POLYETHYLENE O r7 W W W W W W W W W W W W W W W _L _ _ _ -i_ COS _ — — _ —_ --_ — -_- - - _- -__ --_ — _ -- -- — __ TUBES SEE NOTE 2) - --- - -- - - - -- -- --- ------ --- ------ -- L .. � - --- ---- -------� �- ----- - -, --� r- --- - - T - -- - -� r - T - , STAINLESS STEEL I �- I TUBING ABOVE _ _ I : I , 1 C6 4 5L C3� <2j I I C9 8 i 4 4 36 i � <- � � � � � FLOOR GRATING -- -- 100L- -----------------�--- -- --- J ----- --- ------ --- -- -- --- J~BARBULKEAD J J J CC } W'. C7 p O W N CL i-. F^ p^ W � J r r N N F- .- N '(V I- N N h- N N h- Q w p O O W J 2' Z -J J Q' ¢ N (n I y Z L K Bi ¢ d ♦- H Y H h- `. 3,. Y F- Y F- h- Y Q w Q a N m O O N (� 2> Z O O Z I- h a H )- w h h- a h h d O m W a- N N F- !n !n Q QQ Q O to N N CL CL Y y Y y Y y Y O Y y Y Y O y Y y Y O W w O N !n U K I (n O O CL d Q- a- O D- 0- D- d n- CL CL 0- d 2. n- d Z 0 = (n W ~ Q ¢ W O W a ¢ 0 U 0 Z W > !n W W QQ W W_ .1,. a W W_ �QE W W_ QQ W .J (n a (V J m qj O OO p � W W l•] W laJ L�] W W W W W l•.] 5 J J EL 0 m I d O 2' _W' U U = 2 2 U U S 2 U U 2 2 U U = 2 ¢ U Z_ O U U U Z \ � D, W J N Z W h- Q ¢ ¢ •- N N N LV N M M r'� M K) It ¢ d- (n Q C9 0' 0' J J O Q ¢ 0 Nco� :. > Q co MO J O U O J J J a J J J J, J J J J J _J J J J '-� J J Z O O W W H F- N 1E ¢ Z J (n !n } �,. r } r } r r r r } ¢ 0 Q > r r r r r r r w h > > U _ = z C� z>' _ w a a p v C� U C_ U E) U � � o p p U C� � U U W W O W CD U Z CO E W U , _ U) J N - w F - W' W >O � o 10 W c� o � v �`' 0 Of m SEE DWG. 120.60.602C NOTES UNIT SUCTION UNIT HEADER Hf 1. 150 PSIG AIR SUPPLY FROM INSTRUMENT AIR. I AIR LEAD CONVERTS FROM 1/2" PIPE TO 3/8" TUB AT A POINT CLOSE TO UNIT PANEL OR ENGINE BULKHEAD. 2. ALL TUBES ABOVE COMPRESSOR BUILDING GRATING FLOOR WILL BE aW a STAINLESS STEEL, AND CONVERT TO HIGH -DENSITY POLYETHYLENE TUBES IN BUNDLE WITH FLAME RETARDANT PVC JACKET BELOW FLOOR. o CONTRACTOR SHALL INSTALL PROPER UNION AND SS: :INSERT FOR TUBING JOINT AND SUPPORT ALL TUBES AND MULTI -TUBE BUNDLES. 3. AT THE ENDS OF THE MULTI -TUBE BUNDLE WHERE INDIVIDUAL POLYETHYLENE TUBES SPREAD OUT AND LOSE THE PVC JACKET PROTECTION, A FIRE PROTECTION SLEEVE SHALL BE ADDED ON EACH INDIVIDUAL' POLYETHYLENE TUBE. SEE DETAIL 23 THIS SHEET. w ( 4. TAG NUMBERS IN PARENTHESES ARE FROM PANEL VENDOR'S DRAWINGS. GX-, . .d. ---�BULKHEAD CONNECTION ON UNIT PANEL (FURNISHED BY VENDOR) BULKHEAD CONNECTION ON ENG./ COMP. SKID BULKHEAD PLATE (FURNISHED BY VENDOR) - PRE BY _DATE =__ _.— - S22138 P.L OR STA, ACCOUNT NUMBER 1994_CONSTRUCTION-- _- Florida Gas Transmission Company Houston, Texas PHASE III EXPANSION RFFERE : BY _BATE- 120.35.612 INSTRUMEI TON L _ . - -- -- - - — _ DESIGN cMH__ o8_os s3 COMPRESSOR STATION NO. 20 120.,35. 613 INSTRUMENTATION Bi. - - DRAWN - KJH-- os_/ /93 UNIT CONTROL PANEL ,PLAN 1 ucTloN S 11/1J t F —+ CONSTR.___--_ , /i AS BUILT -- - INSTRUMENT DETAILS _ o As s/� -- -- _ - _ - PLOT DATE: _.__ -mlef M -- -- FT. PIERCE, FLORIDA d.. - --- -- -- NO. N - DESCRIPTION BY DA CADDS DWG. \ S2213R\ F\ 2035644 ---- FlLE NO. SCALE NInNF DEc, 0 6 1993 F+0 1811 Bering OHw - Su8e 400 UN NFF25AL_ P.O.%x570248 01sco, C Hcustam.Tevice 77257-0240 _ (713) 977-7770 j RODN GAS PWMINE )RAWING NUMBER 1 ?_0.35.644 AN 0, I t� 4 VOL, + MAIN I s., CABINET I I I I I TO FT-100 TO FT-100 I I I I I 2-TB1-1 2-TB1-2 j 2 271 10 N 40% LEL GAS N 40% LEL m m BLDG. B m m GAS BLDG.DETECTED I I ' N ~ 2 10 271 Ln 0-- ---- LGX I I CID 20% LEL GAS C-4 I 20% LEL I I m m BLDG. B CID GAS DETECTED i N N N N GROUP B BLDG. B GROUP A ! ~ ~ 2 245 10 — — — - - o I UVFX CD M t a FIRE DETECTED I i FIRE DETECTED m m BLDG. B m CID om m BLDG. B N I I N I I N II I 1 V) 2 0 I 6 I 2EFS 5 I I EXHAUST FAN 271LGX 1 START RELAY I TO FT-100 j I` I LID I I I N 2 HUN t 0 N I I m TRIP __..{ m I I I AUX. BLDG. N I I 1 MCC-2 I I P _ I 2 286 10 rESDX I' ESD RELAY I ' BLDG. B I 1 I 1 1 � I I N I 1 I I m m N 221EFS N —�—� m 2 GDI 10 0—�-- I N I ro ! I N N I ro m N 286ESDX N I I v 2 GDI 10 L, -- �--i I— -a---- �--�- ' 1 3 I I 2 CON ROL J--BOX SWITCHRACK #4,, 1. REMOVE WIRE BETWEEN RELAY 645UVFX (3) & RELAY 086ESOX-1 (9) & ADD CONTACTS 271HGX & 245UVFX. ___3 4 __- 40% LEL BLDG. A ---- x ---- FIRE DETECTED BLDG. A ESDX 9 11 11 ESUX FIRE DETECTOR FIRE DETECTOR A .. FAIL/TROUBLE FAIL/TROUBLE 1-TB1-29 1-TB1-30 2-TB1-13 2-TB1-14 _ _ TS1-59 TS1-61 TS1-TB1-41 TS1-TB1-43 .I ' BLDG. A BLDG. B TO ESD CABINET (THIS SHEET) x TD05TB2/V+ TD05TB2/4 2-T61-1 2-TB1-2 I 1111MIWIIED _0 NO. FT — OCR15 071 10 GAS DETECTOR GAS DETECTOR HGX1 FAIL/TROUBLE FAIL/TROUBLE 40% LEL 1—TB1-27 1—TB1-28 2—TB1-7 2—TB1-8 GAS DETECTED BLDG. A TS2-3 TS2-9 TS2—TB1-8 TS2—TB2-8 BLGD. A BLDG. B OCR16 2 045 10 UVFX1 FIRE DETECTED RELAY BLDG. A TO ESD CABINET C3iTI' 1-25 2 TB1-26 }} BLOWDOWN 031 SOLENOID TD05TB2/V+ TD05TB2/5 EFS 1—TB 1-17 1—TB 1-18 BLGD. JA 286ESDX 8 11 START EXHAUST FAN UNIT 2005 ESD TRIP FT-50 271HGX 2—TB1-21 8 11 2—TB1-22 i (SEE DWG. 120.35.640 UPS LOAD CENTER BLDG.B I I I I CKT #2 1 I 2-TB1-29 1 SHUNT TRIP AUX. A 3 (IN ESD CABINET) 2—TB1-30 2—TB1-31 T NEUTRAL UPS LOAD CENTER 071HGX1 071HGX1 271HGX 1 -TB 1-9 6 7 1-TB1-10 1-TB1-27 8 11 1-TB1-28 2-TB1-15 6 7 2-TB1-16 > I I ITD05TB2/9 TD05TB2/V+ CH1/ CH1/- / BLDG. A BLDG. A & B \ BLDG. B HIGH GAS LEVEL HIGH GAS LEVEL HIGH GAS LEVEL I TO FT-100C TO AUTODIALER TO FT-100C I 071LGX 271LGX 1-TB1-11 1 3 1-TB1-12 2-TB 1V71 3 2-TB1-18 TD05TB2/10 TD05T82/V+TD05TB2/1TD05TB2/V+ BLDG. A DG. B LOW GAS LEVEL LOW GAS LEVEL TO Fr- 100C TO FT-100C 2-TB1-23 8 245UVFX 11 2-TB1-24 045UVFX1 045UVFX1 1-T1-13 6) 7 1-TB1-14 1--TH1-31 8� 11 1-TB1-32 I —a=�l I TD05TB2/6 TD05TB2/V+ CH2/+ CH2/- BLDG. A BLDG. FIRE DETECTED FIRE DETECTED TO FT-100C TO AUTODIALER 086ESDX-1 086ESDX-2 --- 1-TB1 .15 6 �7 1-TB1-16 1-TB1-29-8 I� 11_� 1-TB1-30 TD05T2/1 TD05TB2/V+ CH3/+ CH3/- STATION ESD STATION ESD TO FT- 1DOC TO AUTODIALER 1 93 1 CONSTA /93 - — DESCRIPTION TE CIHK'DIAPP.D CADDS VED � WORK ORDER NUMBER - _ BY Dn1E S22138 - STA. ----- P.L OR ACCOUNT NU!ABF_R ' 1994 CONSTRUCTION BY DATE DESIGN DM 7L 22 _/ g3 AS BUILT i MJCRFLM FILE NO. FILE N. S22138\ E\ S5645 SCALE NONE I ST SWRK #4 (IN MCC #2) LEGEND 0 INDICATES FT-100C TERMINALS Z INDICATES FIRE/GAS CABINET -TERMINALS 0 INDICATES ESD CABINET TERMINALS ® INDICATES AUTODIALER TERMINALS MOTOR STARTER TERMINALS 0 CONTROL J-BOX TERMINALS AT SWITCHRACK #4 _ C"i%ILT T =C 2 119M Florida Gas Transmission Company PHASE III EXPANSION COMPRESSOR STATION NO. 20 EMERGENCY S/D SCHEMATIC DIAGRAM FT. PIERCE, FLORIDA - SO, ry s DRAWING NUMBER 1 20.35.645 /1\ W I I SVC-514(-) _ ^ SVC-514(WT) SVO-51 4(WT) — ;, „�-514(-, SVC-514(+)ii + PDS-514(BK) SVO-514(+ 'x PDS-514(WT) M I ! I m PRESSURE VALVE SUCTION VALVE DISCHARGE VALVE CONTROL CONTROL CONTROL SOV-502 SOV-501 SOV-514 FOULE EN OPEN CLOSE OPEN NOID SOLENOID SOLENOID SOLENOID L -502 SVO-501 SVC-501 SVO-514 SVO-501(+) SVC-501(+) SVO -514(+ SVO-501(-) SVC-501(-) SV0-514(- � C - -- SVC-514(BK) SVO-514(BK) — C SVO-502(+) �.... _... SVO-502(-) Ln U ZSC-514 d 2- ? x ZSC-514 3/47 C. I N01 NC NO NC ZSO-514 I ZSO-514 1 NO ZS-514(BK) ZSC-514(WT) COIL & TAPE SPARES ZSO-514(WT) — -C NO NC rNC C C NO NO NC �NC - LNe PURGE VALV�r a +.gyp k GOV-502 SVO-502(WT) _ SVO-502(-) SVO-502(+) + C SVO-502(BK) — C NO NO ZSO-502 108E 1-9C 14 NC NC - 108E 1-3CI 14 C ZS-502(BK) C I — ZSC-502 NO ZSC-502(WT) ZSO--502(WT) — NO ZSO-502 NC NC „ C C NO COIL & TAPE NO I NC SPARES NC SUCTION VALVE 1 C1 �.{ Q • 66 { 1, . f • zS ••• •. F I x� i' ;� •' 1 t F C +3n F 2 2 r n 5+ Y x rz �. �. '�A 4• F 9 Ilr 3/4" 108C 1-9C 14 108D 1-9C 14 108GlPR #16 SH MOM • : • iQ=1• ;�I STATUS SV� -518() .. SVC-518(AT) -- SV-518(+) + C —SVC- 518 BK — ZSC-518 NO - NC C ZS-518(BK) — ZSC-518 NO -- ZSC-518(WT)--- NC NO COIL & TAPE INC SPARES man 1- 1081 1- - --- -- -- --- _1_ ISSUED FOR CONSTRUCTION 0 ISSUED FOR BID NO. REVISION - DESCRIPTIOt 3/4" CLOSE SOLENOID SVC-514 SVC-514(+) SVC-514(-) 110RD 11 —9C # 1 4 1 1" 108A 1-9C 14 108B 1-9C 14 108C 1-9C 14 108D 1-9C 14 108E 1-9C 14 108F 1-3C #14 BYPASS VALVE CONTROL SOV-519 OPEN SOLENOID YVV SVO-519 O-519(+ O-519(- JB-1 -2 2" CLOSE SOLENOID SVC-519 SVC-519(+) SVC-519(-) 3K I 1-9C # 14 3/4" 1" 1081 1-3C 14 108K 1-9C #14 BLOWDOWN VALVE CONTROL SOV-518 SUCTION PRESSURE DISCHARGE PRESSURE CLOSE PT-501 PT-514 SOLENOID (---- _..----- --� SVC-518 — + + PT-501(+ - PT-501(-) PT-514(+)� PT-514(-) SVC-518(+) (BK) (VT) (BK) (WT) SVC-518(-)-- -- -------� �- -- -- --� 107A 1PR 16 SH 1 i31PR 16 SH T-_- - 1081 1-3C 14 3/^ HISINIMMM 108J 1-9C #14 10SK 1-9C #14 BYPASS VALVE STATUS GOV-519 - SVC-519(-) - SVC-519(WT) SVO-519(WT) SVO-519(- - SVC-519(+) + SVO-519(+ C — SVC-519(BK) SVO-519(BK) — C ZSC-519 NO NO ZSO-519 NC NC C ZS-519(BK) C . ISC-519 NO ZSC-519(WT) Z_SO-519(WT) — NO 7SO 51 9 NC NC C C NO COIL & TAPE ZSO-519(BK) NO I_SO-519A (30% OPEP NC SPARES NC 108L 107A 1PR #16SH 1076 lPR #16SH 107 1" UNIT PANEL C-2005 SEE DWG. 120.35.636 TO VENT FAN 120VAC CONTROL SWITCHRACK #4 DWG. 120.35.621 3/4" DISCHARGE PRESSURE SUCTION HIGH S/D PRESSURE LOW PSHH-514 PSLL-501 i M E- m m 3 v Q m ± o s O = in U) a U) IIEC 2 1 19M 9MUN�'ITl'" VEI PMENT 1. r ....1 DWG. STATUS C11 BY C_K_ED DATE WORK ORDER NUMBER S22138 _P.L OR-STA. ACCOUNT NUMBER _ 1994 CONSTRUCTION er T DATE -DESIGN CH 8/419-- —3 -DRAWN —ACT 814�s3 Florida Gas Transmission Company Houston Texas _ BY ----APPROVED--- DATE BY DATE - -_ _— ---- --_ PREL'Y __ BID --- __ - _ ---- PHASE III EXPANSION COMPRESSOR STATION NO. 20 UNIT GOV AREA INTERCONNECT DIAGRAM FT. PIERCE, FLORIDA - - -- — — --- -- - - --- --- — DCM 1/l/9 - -_ — - - _ CONSTR. - -- _ as � - AS BUILT M!CRNA MtCRRM FILE NO. SCALE - ---- NnNF - - As _—_._ _ s/o3/s3 CADDS - PLOT — DAfE_: BY DATE CHK'D.APP'D DWG. \S7213R\F\?035646 (19-24A1PR 16 SI GAS PIPING PRESSURED (VENT FAN ON) PSH-514A m I + Q J _L Q Ln ! V � I z L cn U) 0- a_ - ----- Rod E661 9 0 933 (�_j'__ff_ —'] tali 8 ,, cries - Suae ac0 U NIVGR SAI_ P.0, 9ca 57024E cUsco c u soon !;voa 71257-02<9 N R®® 14 GAS PIPELINE � CROUP DRAWING NUMBER 1 20.35.646//� TB3 GAS DETECTION CONTROLLER 19 INCH INSTRUMENT RACK CONNECTION AS VIEWED FROM CH. 4/RED JGD-2006 D(C) CH. 3/RED JGD-2006 C(C) CH. 2/RED JGD-2006 B(C) CH. 1/RED JGD-2006 A(C) TB4 TS2 TB1 FRAME GRID. AC NEUTRAL- AC LINE (-) BATTERY (+) BATTERY ---- LOW ALARM COMMON 2-TB1 TROUBLE N.C. TROUBLE COMMON 2 . T- B� CH. 4/BLK JGD-2006 D(-) ---- - CH. 3/BLK JGD-2006 C(-) -- CH. 2/BLK JGD-2006 B(-) --I CH. 1/BLK JGD-2006 A(-) kL _. ,>. 0.imm ESD CABINET #2 RTN 2—TB1 1-TB1-1 1-TB1-2 COMMON -- 271HGX-2 --- 271LGX-2 -- GAS - --+ 245UVFX-2 -- a, -- FIFE �BLG -I BLDG 2EFS ---! - - -- 2 40%LEL - TS2-TB2 3-- 3 TS2_TB2-4- 4 ___ -- 20%LEL TS2-TB1-6_ 5 TS2-TB2_ 7 TS2-TB1_8 6 - 7 - -- TROUBLE 1 FIRE A TS2_TB2_8- TS1-TB1-44 8 TS1 TB1-46 10 -- -- ---- FIRE B -- _ _ TS1 TB1-47 - - -- — TS1 TB1-49 -- --- - TS 1-TB 1- 42 - --- TS a - r - 1-TB1-27 11 12 — - - - ------ -- - TROUBLE 13 14 15 - B HI LVL --- 16 17 18 B LO LVL 19 START FANS 20 T 271HGX 21 ---- 271HGX - - - - - 1-TB1- 28 22 - 245UVFX - 1-TB1-31 23 -- - 245UVFX -------- 1-TB1-32 24 - — -- -- 25 26 TB2 1 N/C 2 N/C 3 -- HIGH ArMCOQ 4 -HIGH ALARM N.C. 5 -HIGH ALARM N.O. 6 LOW ALARM N.O. 7 LOW ALARM N.QAa 8 TROUBLE N.O. , CH. 4/WT JGD-2006 D(+) CH. 3/WT JGD-2006 C(+) CH. 2/WT JGD-2006 B(+) CH. 1/WT JGD-2006 A(+) ) EXISTING 4BINET SEE 20.35.645m 27 28 907A 1 PR # 66 SH / 907 1 W 29 30 31 32 TO LECTRICAL TO FT100 33 SWIT HRACK #4 (BY OPERATIONS) 34 SEED G. 120.35.621 2-TB1-3 TB 1-4 2-TB1-7 2-TQ 1-8 GND- TO COMP. BI FIRE/GAS J- DWG. 120.35 JFD2006-A1(BK) — (+)24V 1 tAFU JFD2006-A2(WT) 1 2 24V RTN JFD2006-A3(BK) 3 JFD2006-A4(WT) IIJ JFD2006-B1(BK) 6 51AFJJ JFD2006-B2(WT) JFD2006-B3(BK) 8 1 JFD2006-B4(WT) 10V JFD2006-C1(BK) I 11 1AFU j JFD2006-C2(WT) 12 \\ JFD2006-C3(BK) t3 111 JFD2006-C4(WT)E�� 14 J- JFD20O6-D1 (BK 16 11AFU J JFD2006-D2(WT) -- 17 \\ JFD2006-D3(BK) 18 11 JFD2006-D4(WT) 19 J - -- ---} -- 20 - - 21 FU 22 23 \ 24 11 25 26 FU 27 28 ------- --- 29 30 31 32 — I 1 ISSUED FOR CONSTRUCTION ORB DK I OO. ISSUED REVIS OINN - DESCRIPTION DBY 9 DATE CADDS R-7494 UV/I R CONTROLLER FR1 FR2 1 - + 18 TO 35 VDC - GROUND 2 DO NOT USE 3 B1 ZONE 4 B2 OUTPUTS 5 B3 6 - B4 SIGNAL 7 INPUTS 65 (B-LEADS) 8 -B6 FIRE LOGIC A/DATA STROBE OUT - B7 FIRE LOGIC - B8 ALARM OUTPUT D1 EXT RESET/INHIBIT D2 OUTPUTS INHIBITED - D3 FAULT OUTPUT - D4 SIGNAL EXTERNAL ACCEPT- INPUTS --D5 (D-LEADS) -D6 2 -D7 3 D8 STATUS 4- __ AND DETECTOR 5 OUTPUTS 6 - 7- BUS 8 OUT 1- - 2 - 3 _ DATA 4- NOT USED BUN 5- --NOT USED 6 - DATA STROBE IN 7 NOT USED 8 - NOT USED CHASSIS (EARTH) GROUND - 1 2 3 2 - 3 4 4 -- 5 5 I 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 I I 14 -- 15 15 16 16 17 17 18 18 19 19 �� 20 21 22 22 23 23 24 24 25 25 26 26 27 28 27 28 29 29 30 30 31 31 32 32 TO EXISTING 24V UPS SYSTEM -IN BY OPERATIONS) APPROVED DATE T BY R-6007A UV/IR AUX. RELAY OUTPUT ASSEMBLY TS1 TB1 NC - ZONE 1 NO- COM- NC- ZONE 2 NO-- COM-- NC- ZONE 3 NO--- COM- NC- ZONE 4 NO- COM-- NC- ZONE 5 NO- COM- NC- ZONE 6 NO- COM- NC- ZONE 7 NO-- COM- NC-- ZONE 8 NO- COM - 9 41 10 42 11 43 12 44 13 45 14 46 15 47 16 48 17 49 18 50 19 51 20 52 21 53 22 54 23 55 59 24 25 26 27 28 60 29 61 30 62 31 63 32 64 SOLDER JOINT 0.47m m Fd 250VDC NON POLARIZED CAPACITOR (FURNISHED BY OPERATIONS _L w < 1 nFC 2 11993 I:OMFaIUNITY OL1` ' M%NT NC - 2-TB1-13(NO) FAULT 2-TB1-14(C) 2-TB1-9(NC) NO - FIRE A 2-TB1-10(C) 2-TB1-11 NCB! NO FIRE B 2-TB1-12(C) NC NO - ALARM -COM a....-........e.......-.......�.-,.........,.,.......�.,w.w..�.s�.....,w....�.. WORK ORDER NUMBER S22138 Florida Gas Translmi:;t11 i l.L:, t ipany F. OR STA. ACCOUNT NUMBER Houston Texas 1994 coNSTRucrioN PHASE III EXPANSION _-G 3- DATE DESIGN GB -_ COMPRESSOR STATION NO. 20 _8f7f9 DRAWN DDK 8f7/93- FIRE/GAS/ESD PANEL INTERCONNECT DIAGRI 3. AS BUILT — MICRFLM -MICRFLM - - - - FT. PIERCE, FLORIDA -RLE N0. SCALE KInNIF DEC 0 6 1993 FOR UN!VF:12SAL_ P.O. Boa$10248 LvsCO, rv_c. Howlon,•evca 77259-C218 (71.3) 977-7A0 DRAWMG NUMBER � � /IA F 4VDC F 1�0 P 144 UNIT-2005 CONTROL PAN , FT- 50 U O c 'I UNIT 2005 J/W HYD. DRIVE CONTROLLE TIC-566B v I (+) (-) r JACKET WATER COOLER FAN HYD. DRIVE DIVERTER IA AM ' FUEL "(�A� �iLT/SEP V-2 b LSLL-2050 UNITS 1-4 PNEUMATIC io S/D OfY L P1JL v� SOV-2050 u EXISTING PLANT C FU,ELwIGASy*S/D CIRCUIT z a� • 31 32 (2) 5_ O I I E-0731 E-0732 E-0733 I E-0734 w ® CO H—CI—A M C -202 & VF-203 0 1SP F LUBE C LATER CON & H-2020 1 1 "CONSTRUC,TION NO. R[VISION — DESCRIPTION I'D BIDCONSTR. BY DATE CHKP'D CADDS ED I I E-0730 -- E-0731 E-0732 HS-201 B I SP 4_2461 6C 14 VENT FAN INDICATING STATION VF-201(PURGE) HS-701 --- ___ --____1 ) I `i J E 0731 ----- E-0732 E-0733 E-0734 i SUMP PUMP CONTROL P-701 ti.w.a.mwvar�w.awwww LEGEND UNIT IN AUTO PILOT LIGHT UNIT RUNNING PILOT LIGHT UNIT(S) STOPPED PILOT LIGHT H—A HAND —AUTO SELECTOR SWITCH 0—A ON —AUTO SELECTOR SWITCH H—O—A HAND —OFF —AUTO SELECTOR SWITCH APPROVED wurcrc UNDLk NUMtlGR TE BY DATE S22138 Florida Gas Transmission Company PL OR STA ACCOUNT NUMBER Houston, Texas 1994 CONSTRucnoN PHASE III EXPANSION BY _- DATE __-- - - DESIGN 11 Q COMPRESSOR STATION NO. 20 _ § 125/L93 DRAWN As 105f93 MISCELLANEOUS AS BUILT- - -- CONTROL SCHEMATICS — - — MIICR� - FT. PIERCE, FLORIDA __ FILE NO._, 2635649 SCALE NONE_ DEC 0 6 1993 FOR :ONSTRUCTiC - N-'j— j3A PC. BI— 9 57 Or.c -Suite xC:O UN IVERHA,.1 ,,177 bC0INC.C. (713; n77-? ))05J--0246 (n3) 9))-)AO rc M 10 CAS P W- DRAWING NUMBER 1 20.35.649 Al _" �' e Ii I }x L. e 4 I - Y f y. I +s (' m III a µ U i T* 9 ) A Ls 4 S. 1+00 W W W w "Oft, 9Y ' 1: h ' N 2+00 E , K0'gg r 1`, M m PANEL BOARD ;I S. 3+00 t I t qI r , II I I I S. 4+00 ' 1 SEE DETAIL II-1- ' SEE DETAIL II-5 THIS DWG. (TYP.) THIS DWG. I SEE DETAIL II-2 SEE DETAIL II-3 THIS DWG. I THIS DWG. (TYP.) I SEE DETAIL II-4 V_6 ' THIS DWG. (TYP.) AIR RECEIVER S. 5+00 E-2004A B C /� SWITCH _ l RACK 11 1 lJ #1/0 CP JACKET WATER, LURE OIL �� GND LOOP TURBO WATER COOLERS \ SEE NOITE�11 S E NOTE 11 R .I ❑ V-202 LUBE OIL 11 J LJ �� RUNDOWN EXHAUST TANK ♦' ♦ + ESD ~{ + STATION S. 6+00 OTE 1l WAS AIR INLET SEE DETAIL II-3 t a THIS DWG (TYP.) It I' . a COMPRESSOR BUILDING SEE DETAIL II-6 b'x THIS DWG. (TYP.) • " ® PTANK C- 0 4 BLOWDOWNl SINGLE STAGE 3" -� SEE NOTE i SILENCER COMPRESSOR e i,-------•�-� M' -- ---- ----• I p r ;p THIS DWG. k NEW : NEW 18"0 I• if R EXISTr� 18"0 DI I J IL 11-3 ,rt= fi� dVSY 4 4f. ` t >T a 77111i� F- h * 1i x n Li 0 m H PAINT STORAGE W` ATERWELL #2 TOWER OIL STORAGE WATERWELL #1 ER TREATMENT BLDG. FIN. FL. IrRW CAULK GUAB 47 - SEE DETAIL "A" -`l w O Z • FIN. GRADE BOLT TO WE 17 O2CABLE STR. RH WO O 25 \ \ \ A , A , A • d A, A I B, s - % ° \ Ill.` \ ♦ A , A , S ` . ` I� EARTH BACKFILL 11 24 PLASTIC C. BUSHING 17 1G SHERMAN 15 26 TAP CONN. 2.7 LOOP #2 RHW. CABLE 14 25 1.e X 1.4" X 5'-OO ZINC ROD BACKFILL #5 INSTALLED DRY AND 02 WELL TAMPED L f3) E DIA. AUGER HOLE ADET IL „A" L _ DETAIL II-1 1 2 3 2 x 1.,f GRADE 8 9 THERMITE WELD co PVC CONDUIT ✓ /r,<171 #4AWG, GRN O DL AIL_ II-2 TYP. STEEL, COLUMN & VESEEL GROUND CADWELD MOLD CADWELD CONNECTION MAIN GND LOOP - MAIN GND LOOP� O#1/O J 1--- #1/0 O4 f #4 Al GRN (TO GND ROD) l 1111 CP (TO GND LOOP) TAP (#4AWG, GRN) O6 DETAIL II-3 WELDED GROUND CONNECTION BELOW GRADE GRADE 7 ��/x . DETAIL 11_4 TYP. SKID GROUND HANDHOLE GRADE 'I I •, DETAIL 115 FLOODLIGHT POLE GROUND O D O GROUND LOOP #4 AWG, GRN T( DETAIL_ II-6 TYP. GROUND FROM INSIDE BLDG. TO OUTSIDE GROUND LOOP OF MATERIAL - - - -- - BILL OF MATERIAL DESCRIPTION MARK QUAN SIZE DESCRIPTION GALV. STL. CORE, AMERICAN ZINC INSTITUE, NO._AZ1-2-30 15 16 17 _1 x 1 IV 6" 'INIPPLE, GALV. THREADED, RIGID CONDUIT I CONDUIT GALV. THREADED, RIGID CONDUIT BUSHING, PLASTIC CONDUIT BACKFILL, COM OF 50% BENTONITE & 50% HYDRATED GYPSUM CONDULET, C-H If GUA847 CONDUCTOR, SINGLE TYPE THHN/THWN GREEN _ 18 112" _ - STRAP 1 HOLE GALV � .STEEL GROUND LUG, #4 WIRE, BURNDY #KPA25 19 f2" MASONRY ANCHORS FOR r 20 BOLTS CONDUCTOR, #4AWG, TYPE THHN/THWN, GREEN 20 "x20x1" _GI SCREW CADIUM PLATED STEEL --------- ---- - ----- -_-------- -- --- _ CONDUIT, PVC W/ END BELL, SHORT RADIUS, SCHEDULE 40 -- -- -- - - --- - _ _ -_ --- __ _- --------------- SOIDERLFSS LUGS, OZ. NO. XL011 FOR #2 WIRE-- - -- - --- - - -- -21- - - - -- - --- -- -- ---- CADWELD MOLD #4 TO FLAT SURFACE, ERICO PRODUCTS #VSC IL 22 SOLDERLESS LUGS, OZ. NO. XL041 FOR #6 WIRE ' 1" ELD METAL CHARGE, ERICO PRODUCTS WELD METAL #45 HOLE PIPING STRAP, HOT DIP GALVANIZED, T&B 1278 MENT GROUND SERVICE POST FOR #8-#2 AWG, BRUNDY #KC23 23 24 25 -18x1? #6 #2 BRASS DOLT, W/ HEX NUT.- - STR. RHW. COPPER CABLE, ANACONDA DURA-SHEATH STR. RHW. COPPER CABLE, ANACONDA DURA-SHEATH x 3fC" SION ANCHOR C/W NUTS, GALVANIZED, RAMSET TURNBOIT 26 #1 CONNECTOR, SHERMAN SET SCREW N0. 70 LD MOLD - 1/0 TO #4 TAP, SPLIT CRUCIBLE TYPE, ERICO PRODUCTS #TAC-2CIL-L 27 :l" SCOTCH NO. 33 ELECTRICAL TAPE ELD MOLD, #4 TO FLAT SURFACE, (USE CHARGE #45) ERICO PRODUCTS #VSC-IL I CHASE it EXPANSION GROUND LOOP TO BE CONNECTED TO EXISTING GROUND LOOP PER RESIDENT ENGINEER. ALL GROUND DITCHE TO HAVE RED WARNING TAPE INSTALLED PER RE ENGINEER. 3. THIS DIMENSION WILL VARY ACCORDING TO LOCATION, EXACT LOCATION BY RESIDENT ENGINEER. 4. THIS DIMENSION WILL VARY ACCORDING TO FINISH FLOOR ELEV_ DWG. CHECKED APPROVED """" """"` ""'"""` - STATUS S22138 BY DATE _ BY DATE BY DATE P.l. OR STA. ACCOUNT NUMBER - PREL'Y 1994 CONSTRUCTION BY D AT E —_ BID — - DESIGN DM 8/18/93 OIRAWN AS 8/18/93 UED FOR CONSTRUCTION /1 D ---- -- -- -- ' SUED FOR BID 9/03/ _ --- --- - - -- -- - - NO. REVISION - DESCRIPTION BY DATE CHK'D,APE C ONSTR. - _ �''•2 {t.5 As BUILT MICRFLM MIORFTM rILE NO. SCALE 1"=50' �- 1-- - -- CA DS PLOT DWG. -- DAT. E FGE -1684D -5102 — 1 AWG 2N J - PVC CONDUIT .woe— s 11993 .^J?MENT t- F A-PPR L OFT' -----!)EC 0 6 1993 FOR NOTE:THIS DRAWING IS FOR PHASE II EXPANSION ONLY FOR PHASE III EXPANSION SEE DWG. 120.35.639 Porida Gas Transmission Company PHASE III EXPANSION COMPRESSOR STATION NO. 20 EXISTING STATION GROUNDING PLAN FT. PIERCE, FLORIDA E Y j} _}-j 1 9ennq Om" Sa:m .00 U 'J NF Ff AL 10 0" 9027E NSGO N ]]p5]- If 7-7 0219 DRAWING NUMBER 120.35.650 /1\ � I 0 N 0 Ln m d a0 00 W z CORRUGATED GALVANIZED METAL ROOF 6'-0" 6'-0" Fd ELEVATION NOTE: SCALE: 1 /2" =1 '-0" ALL STRUCTURAL SHAPES SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. ALL WELDS ARE SEAL WELDED. WELDING OF CONNECTIONS SHALL BE UTILIZED TO THE LARGEST EXTENT POSSIBLE, BOLTED ASSEMBLY SHALL BE KEPT TO A MINIMUM TO FACILITATE GALVANIZING. BOLTED JOINTS SHALL USE GALVANIZED NUTS, BOLTS, FLAT WASHERS AND LOCKWASHERS. CADMIUM OR CHROMATE PLATED HARDWARE WILL NOT BE ALLOWED. LEGEND: 10 DIMENSIONS TO BE DETERMINED BY VENDOR TO MATCH MOUNTING REQUIREMENTS OF EQUIPMENT. 0 DIMENSION TO BE DETERMINED BY VENDOR TO ALLOW A MINIMUM OF 6" BETWEEN THE BOTTOM OF THE BUS DUCT AND THE TOPS OF EQUIPMENT. 30 REMOVABLE LIFTING EYES. CADDS NAME: 4 1/2 )) 3/4" PL. 1 / 2" C8 DETAIL 1 99 A)9 SCALE: 1" =1 '-0" (3 N REQ'D — 1 OPP. HAND) P.L. OR Sta. Ar.rount No. Micrflm File No. Revision — Description 3'-0" -�)--n„ ELEVATION "A —A" SCALE: 1 /2" =1 , —0„ {, W.0. S22138 1993 Construction Florida Gas Transmission Company Mflm By FDate Dr. By Date Scale Houston Texas DDK 09 08 93 1 2"=1'-0" By App. w. Stat. By Date By Date By Date PHASE III EXPANSION COMPRESSOR STATION NO. 20 Prel'y. SWITCHBACK STRUCTURAL DETAILS Bid Const. �, „�,,,, FT. PIERCE, FLORIDA[DWG. NO.120.35.690 JIJ 3" MYERS HUB 1" MYERS HUB 16 MYERS HUB 1 1/2" MYERS HU 1/2" LIQUIDTIGHT CONNECTOR 13 I ' FURP N AIR CO 1" LIQUIDTIGHT _ VE CONNECTOR j 30 KVA I 1" MYERS - HUB 1" LIQUIDTIGHT FLEX CONDUIT 12 -1" LIQUIDTIGHT ANGLE CONNECTOR 1 1/2" LIQUIDTIGHT WELDING RECEPTACLE ANGLE CONNECTOR ;. 1 1/2" LIQUIDTIGHT FLEX CONDUIT 1 /0 SERVIT POSTEli ji'lll O F w J O U 1 I� Z r 1� EEd O t � �.r 0 F- 00 I 3" MYERS - a - - 1117 HUB 1 2 1 3 4 I 5 6 7 B 19 v 1"GUAT HUB YERS -1_7 (TYP.4) 3" CONDUIT - (BY OTHERS) PR DO I • 1 RGS CON[ 1 1 /2" CONDUIT (BY OTH 1" CONDUIT (BY OTHERS) -1/0 SERVIT POST wjMW )E 11IVIN D-D SWITCH RACK .;SCALE 3/4"=1'-0 " MYERS HU5' I+ - 1" CONDUIT (BY OT ,; S)) AAA BUS II II DUCT l0/ , 1 FURNISH BY AIR COMPR. n VENDOR I I A-A".SCALE 3/4"=1' IDLE REMOVABLE COVERS (TYP. BOTH SIDES) kC 400A BUS BUS DUCT DETAIL NTS EQUIPMENT LIST UNIT FUNCTION DESCRIPTION NUMBER NAMEPLATE MARKING 1 400A DISCONNECT SWITCH 30, 480 V, 400A, NF DISCONNECT SWITCH NEMA 4 ENCLOSURE 2 J.W. HEATER 15KW, CONTACTOR SIZE 2, COMBINATION 48OV, 30 H-565 _ 60 CYCLE NEMA 4(DUPLEX) 3 J.W. HEATER CIRC. MOTOR STARTER SIZE 1, COMBINATION 480V, 30 PUMP 3 H.P., P-565 60 CYCLE NEMA 4(DUPLEX) LUBE OIL HEATER 26KW, CONTACTOR SIZE 2, COMBINATION 48OV, 30 H _2020 _ - 60 CYCLE NEMA 4(DUPLEX) - - _ - S PRE/POST LUBE OIL MOTOR STARTER SIZE 1, COMBINATION 480V, 30 PUMP P-2020 7.5 H.P. 60 CYCLE NEMA 4(DUPLEX) 6 COMPRESSOR BLDG. 2 MOTOR STARTER SIZE 1, COMBINATION 48OV, 30 VENT FAN VF-201 2H.P. 60 CYCLE NEMA 4 7 COMPRESSOR BLDG 2 MOTOR STARTER SIZE 1, COMBINATION 480V, 30 VENT FAN VF-202 2H.P. COMPRESSOR BLDG. 2 60 CYCLE NEMA 4 8 MOTOR STARTER SIZE 1, COMBINATION 48OV, 30 VENT FAN VF-203 2H.P. 60 CYCLE NEMA 4 9 WELDING RECEPTACLE _ CIRCUIT BREAKER NEMA 4, 30 CIRCUIT BREAKER P;....: 480 V, 30 A ?� tQR:: S hRYf 3:512> t::SxARTc::5:4L}D : SY�TE:`::......:... .................................. C.-203fl.....:.........:.....:....48f3:;V;:;30;•;•;60;•;GYGtiE;. NEMA;•4::::::::::::::•:.::....::•:.•:.::..:.:......: 24 CKT. LIGHTING PANEL, NEMA 4, 120/208V, 30,WITH 11 COMPRESSOR BLDG. 2 LIGHTING PANEL 100A MAIN BREAKER, 1-3P,30A, 3-2P,20A AND 8-SP,20A BREAKERS ----- 12 30 KVA TRANSFORMER --------- 30 KVA 480-120/208V, 30, 60 CYCLE 4-WIRE TRANSFORMER 13 TRANSFORMER 0OAF 40 AT T.M. BREAKER/ WITH NEMA 4 tEN FEEDER BREAKER CLOSURE 30, 480 V 14 LIGHTING CONTACTOR CONTACTOR SIZE 1, 208, 30, 60 CYCLE, NEMA 4 WITH H-O-A SWITCH 15 FLOODLIGHT 12 CIRCUIT LIGHTING PANEL, NEMA 4, 120/208V, 30, LIGHTING PANFL 4 WIRE, WITH 3 DP 20A AND 3 SP 20A BREAKERS 16 j 12--0", 48OV, 400A,30 BUSWAY W/GROUNDING BUS BUSWAY NEMA 3R 17 REMOTE PHOTOCELL CROUSE-HINDS CAT# DS-60 (MOUNT IN NORTH END OF BUSWAY) 18 COMPRESSOR BLDG 2 MO1OR STARTER SIZE 1, COMBINATION 48OV, 30 SUMP 1.5 H.P. P 2022 60 CYCLE NEMA 4 19 CONTROL J-BOX 24"H X 18"W X 8"D NEMA 4 MYERS HUB TYPICAL --- 1/4' WFLP HOLES AT APPROX. 12" CENTERS DEC 0 6 1993 FOR REFERENCE DRAWINGS: 120.35.691 ELECTRICAL SWITCHRACK ASSEMBLY 120.35.604 ONE -LINE POWER DIAGRAM 120.35.605 ELEMENTARY DIAGRAMS 120.35.609 COOLER FAN AREA 120.35.635 MISCELLANEOUS DETAILS SHT.#3 1 a119r-'q9 a J. UNIV!'. f2SAL P.0. 9oa 5]C24B rN HOuf� ,on Texas l]25)-0248 ]„ s TION „C_�„ E H RAC S CKED APPROVED ..« WORK -ORDER S22138 : ..�.. „ ... ..... ... _._-,...._d loirida Goo Transmission Florida ransmission Company TE__ BY BY DATE :. SCALE 3/4 1'-O°" `',, + _DATE _ P.L OR SA. ACCOUNT NUMBER f-iOUStOn, T(3XC7S - W PREL'Y - -- 1994 coNs�ucnoN PHASE EXPANSI 6riI -- --- - - DESIGN DM DATE o9jis/93 COMPRESSOR STATION NO. 20r�� -. - ---- ---- --- BID DRAWN KJH 09/ 16/ 93 ELECTRICAL SWITCHRACK w .... ,....- m a .•, rs, of c� Sr-" c , I �,/L�i9s CONSTR. _ - - Ilr y h S AS BUILT_ - -- - ASSEMBLY -- ,� .....�.. . ,.. -' o ISSUED FOR BID --_-----.-..- --____-_------- JCT 10/11/93 -_-_ .. --.--- _-. ----- -- _ -.--- -- ---- --- PLOT DATE: - - MIGRPLM -�;�cRF�M FILE NO. -- - -_- (•T. PIERCE,FLORIDA -_ DRAwINc NUMBER_-- M_ - -_-.- NO. REVISION - DESCRIPTION BY 1 DATE CHK'D,APP'D ccDDs _ - - DWG. S22138 2035691 -- SCALE NONE i LM �' G , VF-2017� q IK G ,t s > 4, �f xT w I • x � e . . x f � `S lz µi ^f 1 t ice 1. • 4WENr . y f .