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HomeMy WebLinkAbout14-15400 �'`e � CITY OF ZEPHYRHILLS ` ssss-sri-�sraee'r (813)780-0020 1 Q� BUIL�ING PERMIT Permit Numbgr= '15400 Addrgss= 38522-A AVE 3 O PBrmit Typg- COMMERCIAL ZEPHYRHILLS, FL_ Class of Worlc: A��/ALT COMMERCIAL TownsF�ip: Rar�ge: Boo1c: Proposed Us@: NOT APPLICABLE Lot(sj= BIocK= Section: Square FB6t- Subdivision= CITY OF ZEPHYRHILLS Est_Valug- Parcel Number: '14-26-2'1-00'10-0'1700-0060 Improv_ Cost: 25,000_0�0L. �ate Issuad: �p-(`7-C-c Nam@c CROWN CASTLE GT COMPANY LLC Total F@6s: 292_50 Address- 40'17 WASHINGTON R� Amount Paid= 292_50 MC MURRAY PA '153'17-2520 Uate Paid: 6/'17/20'14 PhonB: (8'13 342-3853 Wor1c �sso= PRE-FAB BUIL�ING 8. FOUN�ATION FOR GENERATOR W/ ELECTRICAL CONNECT WINGATE ELECTRIC INC ✓ � � �EQ OG �`� .). ��� , � � ,�- `� �� b��:J V" _�� FOOTER BONO �lJCTS INSULATE� SEWER MIS _ ROVGH ELECTRIC LINTEL MISC MISC 'IST ROUGH PLIJMB PRE-METER INSl.1LAT10N WALL MISC OUCTS INSTALLE� WATER MISC �RIVEWAY PRE-SLAB SHEATHING MISC_ MISC. CONSTRUCTION POLE FRAME MISC MISC. REINSPECTiON FEES: Reinspection fees wi11 comply with Fiorida Statute 553_SO(2�(c)when e�ctra inspection trips are ne�essary due to any one of tF+e following reasons: aj wrong address b)oondemned worK resulting from fau�ty�onstruction cj repairs or corrections not made wF�en inspections�a11ed d� worlc not ready for inspect�o�when called e� permit not posted on job site� plans not at job site g� worK not aocessible_ NOTICE: In addition to the requirements oF this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from otF�er governmental entities sucF� as water management, state agencies or federal agencies. °Warni�g to owner: Your failure to record a nolice of oommencement may resuli in your paying twi�e for improvements W your prope�ty. If you intend to obtain fnancing�oonsult witF�your�ender or ar�altorney before recording your notice of commencement." Comp�ebe Pians�Spe�iti�ations Must A��ompany Application. All worK sFfa11 be perFormed in ac�ordar�ce with City Codes and Ordinan�es. NO OCCUPANCY BEFO C.O. _ _ _ _� hFT ` ATUF2E`��----- PERMIT OFFI R ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVE� INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRE� PROTECT CAR� FROM WEATHER ; � � « ���� ' ► . i � � City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: ��,�e�- ��������.a�e, Date Received: �- q���" s�te: ��c3 �zz �4- �9v�e� Permit Type: �.�c.. r �i•���ar� nG���dY� �t�(arrg ��e-�� ���leG�,C ! Approved w/no comments� Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. � �� � � ���'� Kalvin Switzer— 1 � Examiner Date Contractor and/or Homeowner (Required when comments are present) e�sasaaozo City of Zephyrhilis Permif Applicatian F�-���-�$��� Buikling Department � Date itaeMvrd ^-�r Phone Contact for Permkdn 727 58$ -- 6176 �-rrrr'rT � owner's�ame CfiOWN CABTLE GT COMPANY E�G 8wner Phane Number 877 486 9377 ��,�ps,��� 4017 WASHINGTON RD McMurray,PA 1 531 7-2 5 20 pw�Q�phone Number 8�� 486 9377 � Fee$imple Titlaholder Name � � Owner Phone Number �� � Fee Slmpie Tltlehotder Address �qg�qp�gg ,,38i2i A AYE ZEPHYRHItLS FL 33542 �qT� C� suswv�s�oro �� � PARCELIDA� ��-z�z�-ooio-oy�oo-ooea (OBTAINED FRIXi�OPERTY TAX NpTfCE} WORK PROPOBED � NEW cONSTR� ADD/ALT �i����GN [� Q DEMOLISN INSTALL REPAIR � PROPpSEQ USE Q SFR Q COMM � OTHER TYRE OF COMSTRUCTIQN Q BLOCK Q FRAME � STEEI. Q oescrt�Frrarr oF wowc �enerator Faundation,fl�ildin�,t:aua�e�ion,Eiect�icai cannectian y �►j� BUitbif+l�,S12E � � 34�04TAt#E� tiE1GHT �BUILpING �20,000.00 T VALUATION OF TOTAL CONSTRUCTION QELECTRICAL �' 5,000.00� '�P SERVICE 20Q Q PROGRESS ENERGY Q W.R.E.C. QPLUMB{NG $ �C?�_-,4�.rD lCLO`t�1��L'���� tI � �� ,,,..� y•__j, 7�„ m�.�q,��I(jI� Q►�GHANMCAi� $ VALUATtO1V OF MECHANICAL INSTAL�ATtON � � �¢�' ���W� Y� QGAS �] ROOFING Q SPECIALTY [� OTHER ��UCi jJ„_ ��V � � FINISHED FlOt3R ELEVATtONS FIOOp Z�E AREA �YES X NO �"t� BUNAER GpMpqNy 8uality Tawer Erec#ors and Service inc 81(iNATURE REC>ISTEREp � Y/ N PEE CIIRaEn Y/N Address 22$01Qfh S#.S.E_Largo,FlO�ide 3771 �� ticense# CGC 00$527 � � _ e�ct't�cuv� �COMPANY Wtngate Electrio SiONATURE RE6tSTERED Y/ N �ee cut�n Y!N ,,�d,.,� 4715 Monterey Dr,Winter Naven,FL 33880 ucense# EC0000518 �� PLUMBER � � COMPANY �^ � SIGkA7URE r�r�sreReo Y i N F�cuw�n Y/N Addreca License# � I MECNJWFCAI � � COMPRNY � SIONATURE REGISTERED Y I N FEE CUPoiE� Y/N A+ddress �icense# � � OTHER � � COMPANY � SIGNATllRE ( t�{itsTEtxEp Y 1 N �EE CUm3EP Y 1!+1 Address License# I � l / iitiliiitlt / 11 ( 1 ! il / 111 / ! / 1 / 111111111l11111111111111 / 111 / t1fl1111 RESIDEfiITtA1. Attach(2}Pbt plans;{2}sets oi Building Ptans;{;}set of Energy Fotms;R-O-W Rerrnik€w new consiruction, Minimum ten(10}Harking days after submittal date. Required onsNe,Cunstructlon Plans.Stormwater Plans wl Sik Fence Installed, Sanitary Facilities&�dumpster,8iie W ork Permit for subdivisionsAarge projects GBMIItERCW. Attach{3}comptete sets o#Buiiding F'I�ns ptus a Life Safety Page;{1}set of Er�rgy Forms.R-0-W Permit for new constrt�ction. Minimum ten(10)working days after suDmittal date. Required onsite,Canstruction Pians,Stormwater Pla�s wt Siit Fence instaited, Sanitary Facilities 8 1 dumpster Site Work Partnft for all new prajeds.All commerciel requirements must meet compliance SK3N PERMiT Attach{2}sela of Engineered Ptans. ""PRiJPER'tY SURVEY requised for aN NEW caistruction. Directlons: Fitl art appiicatbn campietely. Oymer&Gontractpr eign beck of appiication,rwtarized H over�2500,a NoBee of GanmaneemeM is required. (AIC upgrades over 57500) " Agent{for khe ca�tracWr)a Power of Attorney{(dr the rnmer)would be someone with notarizsd letter from rnmer authorizing same OVER THE CQUNTER PERMITTINti (Front of Appiicatipn Only) Rerarfs if shinglss Sewers Sernce Upgrades A/C Fences(PlouSurvey/Foatage) Omrtways-Not auer Coun#er if on pubiic rosdways..needs ROW . NOTICE OF DEED RESTRIGTIONS. The undersigned understands that this permit may be subjed to°deed"restrictions" • which may be more restrictive than County regulations. The undersigned assumes responsibiliiy far cx�mpliance witfi any applicabls deed restrictlons. UN�ICENSEd CONTRAGfiOR5 AND CONTRAGTOR RESPONSEBIL.ITtES: if the owne� has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and Iacal regulations. If the contractar is not licensed as required by law, both the owner and conG`actor may be cited for a misdemeanor violation under state iaw. If the owner or intended cantractor are uncertain as ta what licensing requirements may apply far the , intended work,they are advised ta contact fhe Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. �urthermore, if the owner has hired a contractor or cantractars, he is advised to have the contractor(s) sign paRians af the"co�tractor Block"of th�s appiication far which they witl be responsible. If you, as the awner sign as the contractor,that may be an indication that he is not prope�ly licensed and is not entitied to permitting privileges in Paseo County. TRANSPORTATIQN tMPAGTN?1LITIES tMPAGT AND RESOURCE REC4VERY FEES: The undersigned understands tfiat Transportation Impact Fees and Recaurse Recovery Fees may apply to#he canstrvc#ion af new buildings,change of use in existing buildings, or expansion af existing buildings, as specified in Pasco Caunty ordinance numbee 89-07 and �-07,as arrsended. The undersigned also u�derstands,that such fees,as may be due,wil{be identified at the time of permitting. it is further understaod that TransportatiaFl Impact Fees and Resaurce Recovery Fees must be paid pria�ta receiving a°certificate of occupancy°nr final power release. If the project does not involve a certificate of oacupancy or flnal power release, the fees must 6e paid prior to permit issuance. Furthermore, if Pasco County WaterlSewer Impact fees are ciue,they must be paid prior to pertnit issuance in accordance with applicable Pasco Coun#y ardinances. CONSTRUCTIQN LIEN LAW(Cbapter 713,Florida Statutes,as amended): If valuatian of work is$2,500.Q0 or more, I certity that !, the applicant, have been provided wittt a copy of the "Florida Construction Lien �aw—Homeovmer's Protectian Guide"prepared by the F{orida Department af Agriculture and Consumer Affairs. If the applicant is someone other than the"awne�',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owne�'prior to cammencement. CONTRACTOR'S/BWNER'S AFFI[}AV17: 1 cer#'rfy that aII tha{nformation in this appGcation is accurate and that alI wark will be done in compliance with all applicable laws regulating canstruction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a per►nit and that aI!work wiil be performed to meet standards af atI laws regufating construcdon, Caunty and City codes, zoning regulatinns, and land developmeM regulations in the jurisdiction. I �Iso certify that I understand that the regulations of other govemment agencies may apply to the intended work,and that it is my responsibility to iderrtify what actions 1 must take to be in compliance. Such agencies inctude but are nat Iimited to: - Department of Enviranmental Protection-Cypress Bayheads, Wetland Areas and Enviranmentally Sensitive Lands,WaterlWastewater Treatment. - Southwest Flarida Water Management District-Ws11s, Cypress 8ayheads, We#land Areas, Attering Watercourses. - Army Corps af Englneers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative ServiceslEnvironrnentai Health Unit-Walls, Wastewater Trsatment, Septic Tanks. - US Enviro�mental Protection Agency-Asbestos aba#ement. - Federal Aviation Authority-Runways. I understand that the fallowing restrictions apply to the use of Till: - Use of fill is not allawed in Flood Zone"V"unless e�ressly permitted. - It the fil1 material is ta be used in flood Zone "A°, it is understood that a drainage plan addressing a °compensating volume°will be submitted at time of permitking which is prepared by a professional engineer licensed by the State of Florida. - If tfie filt material is ta be used in FIoa1 Zone "A" in connection with a permitted building using stem wall constructian,I certify that fill will be used only to fili the area within#he stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent praperties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permft application,for iots less than one (1) acre whicn are elevated by fill,an engineered drainage plan is required. If i am the AGENT FdR THE OWNER,I pramise in gaxi faith to infarm the owner of the permttting conciitions set forth in thls affidavlt prior to commencing construction. I understand#hat a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in tfie application. A permit issued shall be construed#o be a Iicense ta proceed with the wark and nat as authority ta violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a corcec6on of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work autt�or3zed by such permit is c�nmenced within six months of permii issuance,�it work autharized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extansion may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiabfe cause for#he extension. If work ceases for ninety{90}ca�secutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENGEMEN7 MAY RESUL7 IN YOUR PAYlNG TWICE FOR iMPROVEMENT$T4 YpUR PROPERTY. IF YOU 1NTEND TO OBTAIN FIFIANGItiG,CONSU�T WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCE�MENT. FLORIDA JURAT(F.S.717.03) � _ ..�, OWNER OR AfaENT�G7LA�C�`L1, COt�fTRAC70R rY+ Sub ui an bswo to(o�alflrmednbefae m+t s Subs bed nd awom C�rm before me this y �'o f�U / b / �i �f8de.f,t� star persaia ly knoxm to me ar has/have praduced �s e personaiE��owri t tr�e or haslhave produced ?J as identification. as identifiration. �. —�— WI►nMn N/NN1/�I�IW ��' �ti��ERT F.DIAMOND ��'"R4BERT F.DIAMOND .,rnr..rurccinN Notsry Public MY t;Ot�BSSION 0 EE1T9W2 Natary Public G�cm No XPfRFS.Mercl�27.ZOIG FJ�[RfS:Marcb 27.2016 Co i Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped 1111i1f IiNI Illli Ilfll illll liill ii111 Ilifl Ilill fllll Ifli illi , 2014096449 � Repl:1610319 Rec: 10.00 hOTICfi QF C�MMEI4CE�lE1�T p5: 0.00 Ifi: 0.0@ PainitNo.,J��� 0611Tt14 T. Stins, tlpty Clsrk Property idtntification No. /��i� .C/` ! — �d j� � l��� ����� TI�UNDERSIGNED herrb}r g'sves aotice that impxovcments witl be mmde to cettain real property,and'm accordance with Section 7}3.13 of the Florida Statutes,cht following 9nformation�is pravided in the P�IOTlCE O�CQM�?iENCEME!�fT. MOORES FIRST ADDITION TO CITY OF ZEPHYRHILLS PB 7 PG 571.OTS 8 7&8 1. Dcscription of"prape cription:)INCLUSIVE BLOCK 17 OR 4639 PQ 280 a} Strtet,.Ad, . 38522 AVE ZEPHYRHitLS F� 33542 2, General descripa of„y�� v+r�ents Prefabricated buildin�,ioun at�on�nsta ation, a up enera or ns a a�on and the Repair o existing site conditions 3. Uamer information a} Nam�ana aaare�s: CRt?WN CASTI.E GT COMPANY L�C aof7 wasr��rtGTOr�t��n��n�ur�ay iPA 1531?-2s2o b) Name and,address of.fee simple ti@ehaldcr{if ather tban owner) � c) Interest in ptoperty . Contractor Information a; Namc and•addrcss: �ua�itv Tower Erectors and Service inc?28010#h st s.e.largo,florida 33771 b) Tctep�oue No.:327;,5$5-8176 Feat No.(Ct�.) ?27-5$1-327? 5. Surety Infozmalion a) 'Name and,acWress: h} Amount ofBand: c} Telephane No.: Fa�c No.(Opt.} 6. I.ender a) Name and address: ?. Identity o#pczson within.the Siate of.�'lorida desi�by ownar t�n wlwm noticxs or ther do�uments may be saved; �} Name and addiress: Robert F Diamond 8 99 i 10th st n seminole florida 33T�/2 b) Tclephone IVo.i ?27-585-5414 Fa,c Dio,(ppt) $. In addition to himsc2f,owna devgaatos the foliow;ng persan io rcr�sive a copy of the Liestor's No6ce a4 provided in Sxtion ?13.i3(!)@),Fioxida Statubes: a} Name and�addrcss: Tony Darwin n2gp 10th st s.e.lar�o florida 33771 b) Ttlephnnc Na. �27-�$5-6232 Fax Nq.(Opt.) �. Bxpiration data of Notice af Commmc:eanr.nt(the acpiration date is one year from khe iiate af reoording unicss a diffcrcnt date i� spccified}: WARNII�G TO OWNER:ANY PAYMENTS MApE BY TSE OWl�IER AFTER TIIE EXPIRATION(1R'�'HE�NOTICB�F GOM1ViE,,iCEMENT ARE CONSIDgRED IMPltOP�R PAYMEIVI'S LTIJDER CSA1'TER 713,PAEtT 1,SECTTC►N 713,13, I�LORIDA 3TAZtITBS AND CAN RESULT�t YClLiR PAYING TWiCE FOR IPROV$MCNT3 T+d YOUR.PROQERTY.A NQTICS 4F C014�NCEMENT MtIST BE RE�URDED ANI}PO�STED QN TRE JOB SITI�BFFORE TH�F�RST iNSPECTION.IF YOU IIKTEND TO OHTAIN 1�'II1iANCYNG,GONSULT YOUR LENDER OR AN ATTORNEY BE�FOR� COMMENC1lYG WORK Olt RECORDIIVG YOL NUTIGE OF CONIIV�NCEM�NT. STATE 4F FX.ORIDA ������ COUIVTY OF 1'wSCo nn Si�wce OF f?`�Ckvaer'9 auahariud OiScctD'secwrlf'umedM� �°"`"�ROBERT F.DIAMOND Dawson Huff � �r unr cor�aass�ox rBe�� ��� FaCPtRES;Mrch 27,ZoNS Prist Name The g msuumcat was. ledged befora ma this 4th day af June �p 14.by DawSOn Huff as A uis�it� no s PM ana e� (cype of a,uthority,e.g,o!1'icer,t�uatoe,aaorncy ia facc}fcu r 1(�,_n ,�$,�.@. ComqanV (nune of p�rty on bchattafw�omi ins�umtnt wa¢ezee�uted). Pe�rsamally Known X �OR Prodncod ldentification� Nbtary 5igaatutc�----� Typc of Idcmiiiaation�'roduc,�d Narne(print) Robert F Diamond Verificatian pursuant w Secpon 92.SZ5,Florida Statutea.Under peaalties ofperjury,l dec 1�e rcad t6e fner,�oing anrl that thc facts stated in it are we to tiue best of my knawtedge and betitf. r'tr��C.r�ax�r sy�n.we ot�rantpases�sipar AtoW. I PAULA &.0'NEIt,Fh D.AA.5C8 CLERK i COI7PTRpLLER , 06/17/14 1:0 1 of',�1 OR BK ���' ` p�' '�7��1 ' � w��.' � �t� f � � �������� ������� ��.� "" ���I�`'�`� '�' !�� ��'1��' 2280 2Q`h St.S.E.Largo,FI 33771 Ph{72'7)585-6176 Faz{72'�581-3277 Email: sales@yualitytower.com Visit us on the web @ www.qualitytower.com Compiete'TSimkey Systems,Tower inspecaons,Towcr Painting,Antenna tnstallation,Tower maintenance,Micrawave System Professional Engineering services,Microwave Path Surveys,State Licensed and$onded and Insured Certified Geaeral Contractor CGC#008527 TO: City of Zephyrhills Building Dept From;�Tony D�rwin CGC 008527 Re; Usage af License Please be advised, That I TONY DARWIN of QUALITY TOWER ERECTORS and SERVICE Inc. With CGC-License # 04852'7, Authorization Quality Tower Erectors , David Savage,William Yates and Robert Diamond II to secure and process the permitting for the installatian of a structure located within the Pasco County for the Address of 38522 A Ave Zephryhills Florida 33542. __----- si�r�a-ru��: G`�.. CONTRACTpR ������� y IDA j� TOl'� DA The fotegoing instrument,v�as acknowledged before me this � 3 I 1..�7� VQO�2! (date},by��,/�.�] {name of person ac no edging),who is personally known to me or who has produced—f� (type of identifica6an)as identificatian. � ��' ROBE�,T F.DlAMOND � �i:xr cu+w slox a���aa2 NOTARY_��� °� � EXPiFt�$.Merch 27,20 os r F � PFS Corporation Assurance you can bui/d on� An Emp/oyee-Owned Coinpany May 21,2012 Headquarters 1507 Matt Pass Cottage Grove,WI 53527 Ms. Ila Jones Phone: 608.839.1013 State of Florida Fax: 608.839.1014 Dept. of Community Affairs 2555 Shumard Oak Boulevard website Tallahassee,FL 32399-2100 www.pfscorporation.com James A.Rothman,PE j�; uFP,InC. President Duffiel VA jrothman�pfscorporation.com d, Model: 204383 ReglonalOHlces Dear Ms.Jones: N°rtr,ea�t Enclosed please find one set of documents for the above-noted model. Bloomsburg,PA 570.784.8396 Southcentral PFS Corporation hereby certifies that it has examined the building plans and other documents Plano,rx submitted by the manufacturer for certification and found them to be in compliance with the 972.424.2740 following codes and standards: Western Los Mgeles,ca 2010 Florida Buildin Code Buildin 310.559.7287 � g MiaM,eSt 2010 Florida Building Code Residential Cottage Grove,wi 2010 Florida Building Code Mechanical 608.839.1013 2010 Florida Building Code Plumbing so�eneest 2010 Florida Building Code Fuel Gas Wake Forest,Nc 2010 Florida Buildin Code Ener Conservation 919.217.7002 g � sa�g on�a. 2010 Florida Fire Prevention Code Mentone,a� 2012 Florida Accessibility Code 256.634.4071 2008 National Electrical Code 9N-3 FAC far Product Approval �� If you have any questions concerning this submission,please feel free to contact this office at � .�„«,�,,,, any time. � Approved By: �����.�..- ��� Mark Severson Plan Reviewer—SMP-0000020 Enclosures: As Stated cc: Tim Carico File 4RRIS ANTENNA 7022 TPC SUTE 5000 I (T) ORLANDO, FL 32822 TOWER LEG ANTE NA MOUNT (TYP ANTENNA GROUNDED KCI� TTA THROUGH COAX LNA (INSTALLED AT TOP OF WITH POLYPHASERS FLORIDA LICENSE NO.: EB0004896 TOWER AND GROUNDED KCI TECHNOLOGIES,INC. TO GROUND SYSTEM) 10401 HIGHLAND MANOR DRIVE SUITE 120 BOND TO TOWER WITH TAMPA,FLORIDA 33610 GROUNDING CLAMP (813)740-2300 GROUNDING KIT(TOP) C ENGINEER: (I.) G TOP OF TOWER ROUND BAR, ATTACH TO \\ �rUlllllcllllll!/////��� ITSOLATORS RS(TYP.WITH SS HARDWARE OF 3). BOND D REMOVETO TOWER ���\\\\C��v J' �\O///'///// (P COAXIAL CABLE ONIDED BYSOUTHERNUNC WIRELESS AND MATH GROUNDING CLAMP. \� F� F• .... / /i/ ( ) INSTALLED BY CONTRACTOR) No. 56545 GROUNDING KIT(MIDSPAN) (TYP 1 PER LINE G MID-SPAN (IF SPAN >200) GROUND BAR BOLTED * ( TO TOWER 4ITh SS HARDWARE AND REMOVE - ISOLATORS(TYP. OF 1). BOND TO TOWER WITH GROUNDING CLAMP. 'O STATE OF FUEL TANK KIT. (AL CABLE GROUNDING EQUIPMENT SHELTER ICE WAVEGUIDE ENTRY PORT S.KO .E. I lEl+rl CE 0.56545 TOWER EXIT GROUND BRIDGE ERIC CI TECHNOLOGIES BAR MOUNTED ON TOWER TELCO GROUND BAR GENERATOR DATE BOND TO G G TOWER UPS GROUND G G G GROUNG RING BOND__ iG G G ZEPHYRHILLS GROUND RING CADWELD CONNECTION ROUND ROD (TYP.) GROUNDING RISER DIAGRAM SCALE: NOT TO SCALE GENERAL GROUNDING NOTES: POST FOR WAVEGUIDE STRUCTURE AND GROUNDING CONDUCTOR. G. PROVIDE INSPECTION HANDHOLE WHERE SHOWN FOR PRIMARY CONNECTIONS TO BURIED GROUND RING. SEE INSPECTION HANDHOLE DETAIL N529 H. BOND A/C UNITS TO BURIED GROUND RING. 1. GROUND RODS: - 5/8' x 10' LONG COPPER CLAD STEEL 4. COAXIAL TRANSMISSION LINE GROUNDING: — TOP SHALL BE A MINIMUM OF 36" BELOW GRADE. A. VERTICAL RUNS THAT ARE OVER 200 SHALL REQUIRE A GROUNDING KIT INSTALLED AT THE COAX MIDSPAN ALONG WITH THE TOP AND BOTTOM OF TOWER 2. GROUND CONDUCTORS: B. ALL GROUNDING KITS SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR. A. d2/0 AWG BARE TINNED STRANDED COPPER UNLESS INDICATED OTHERWISE. B. WHEN DIRECTION OF CONDUCTOR CHANGES, IT SHALL BE DONE GRADUALLY. 5. MISCELLANEOUS ITEMS TO BE CONNECTED TO THE GROUNDING SYSTEM: COLOCATION C. ALL GROUNDING CONDUCTORS SHALL RUN THROUGH PVC SLEEVES WHEREVER CONDUCTORS RUN THROUGH CONCRETE SLABS. A. ANY METAL FENCE POST WITHIN 6' OF THE GROUND RING. D. GROUND RINGS SHALL BE BURIED A MINIMUM OF 36'BELOW GRADE. GROUND RINGS SHALL BE LOCATED A MINIMUM OF 1'-6"FROM OUTSIDE EDGE OF B. METAL FUEL STORAGE TANKS BUILDING FOUNDATION, TOWER FOUNDATION, OR OTHER SITE OBJECTS. C. ANY SIGNIFICANT METAL OBJECT WITHIN SIX FEET OF THE EXTERNAL GROUNDING SYSTEM OR ANY OTHER GROUNDED OBJECT. D. GENERATOR AND SUPPORT SKID OR BASE AND SWITCH. 3.GROUND CONNECTIONS: A. ALL CONNECTIONS SHALL BE EXOTHERMIC(CADWELD OR EQUIVALENT) OR COMPRESSION CONNECTION AS INDICATED. 6. INSTALLATION AND TESTING: B. ALL MATERIALS USED SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. A. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF THERE ARE DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO FIELD GROUNDING RISER C. CONNECTIONS AT GROUND BARS AND SERVICE DISCONNECTING MEANS SHALL CONSIST OF LUGS CADWELDED TO GROUND CONDUCTORS UNLESS CONDITIONS. INDICATED OTHERWISE. LUGS SHALL BE ATTACHED TO GROUND BARS USING STAINLESS STEEL BOLTS, NUTS, AND LOCKWASHERS. B. PROVIDE MEGGER TESTING OF GROUNDING SYSTEM. GROUNDING SYSTEM RESISTANCE SHALL BE A MAXIMUM OF 5 OHMS. IF 5 OHMS MAXIMUM DIAGRAM D.BOND DISCONNECT SWITCH, METER, PULLBOX, TELEPHONE CABINET AND SERVICE CONDUITS TO BURIED GROUND RING AS THEY CROSS. CONNECT RESISTANCE IS NOT ACHIEVABLE, NOTIFY CONSTRUCTION MANAGER FOR FURTHER INSTRUCTION. GROUND CONDUCTOR TO CONDUIT USING PIPE CLAMP. DO NOT EXOTHERMICALLY WELD TO CONDUIT. E. BOND WAVEGUIDE HATCHPLATE TO BURIED GROUND RING. F. EACH LEG OF THE WAVEGUIDE STRUCTURE SHALL BE INDIVIDUALLY BONDED TO THE GROUNDING CONDUCTOR. EXOTHERMICALLY WELD CONNECTIONS AT E-6 4RRIS 7022 TPC DRIVE SUITE 5000 192 ORLANDO, FL 32822 I TANG MUST HAVE FILL PIGTAIL ON TANK (2) 2.5' POLY DISCHARGE 4 >\ ! PR; PROPER MANU L H INTEGRAL REGULATOR MUST BE HOSE W/(2)2'STRAPS IN 0 N0. �G OR WARNNG MANUAL SHUTOFF COPPER _ __ IN FLAMES STICKERS MUST INSTALL GAS REGULAT INSTALL 1' FLEXIBLE STEEL _____KCI ��1J BE APPLIED ON UNDER TANK CAP BRAIDED GAS LINE FROM �V 6� �pp I • SHELTER DOOR, FOR 1D00 CALLIXV NKS ADD VINYL TANK VALVE TO STUBBED (Yt7 LPG TANK AND STICKER WITH MIN 1.5 RED LETTERS UP BLACK STEEL PIPE FLORIDA LICENSE NO.: EBOD04898 \/Y PROPANO FENCE GATE THAT SAYS WARNINGT NO OTHER LPG WARNING'. NOy ER LPG MUST MEET ALL NFPA 58 KCI TECHNOLOGIES,INC. NO FURNAR PER NFPA TANKS TO E INSTALLED WITHIN 25' TANKS TO NSTALLED VI CODES 10401 HIGHLAND MANOR DRIVE ENCENDER FUE WTHIN FROM EDGE STUB UP BLACK -MUST MEET GENERATOR FROM EJ� OF THIS TANK' SUITE 120 / OF TANK STEEL PIPE 6' ABOVE FLOW RATE REQUIREMENTS 70P OF PAO TO� CONCRETE PAD MATH � TAMPA,FLORIDA 33610 LEVEL WIN GRADE DIELECTRIC FITTING (813)740-2300 GRAVEL TO PREVENT FLAMMABLE SEDIMENT *36• ENGINEER: GRAVEL BUILD UP NEW CONCRETE PAD I I I I-I°_-I I I -I I -I 1 I -� I- S�•• /' 1000 GALLON = 28 X 126 X 4' _ No. 56545 W/NCREASEDEPTHTO32OR FLOOD K -) -� 1 I=) I-TI I !I-I I - I I-I I-I GAS PIPE TO BE ZONE) - RUN UP OUTSIDE _ * * * EDGE OF PAD - _ 126" (4)AUGER SCREWS TO -Q STATE OF BE INSTALLED TO LPG TANK ELEVATION SECURE TANK TO ��°•• NOT TO SCALE GROUND, ii � °•.! LOR`O ." NEW OR EXISTING FENS ��[/SS1O •• •••••N���\\�1000 GALLON TANK: 10..... ...... .......... ...... ................. .. . N11M FROM EDGE OF TANK TO ANY BUILDING, GENERATOR l /////lfllllllll111 \\ PROVIDE ER LP GAS GENERATOR OR H-FRAME THAT MAY PRODUCE A SPARK LABEU GENERATOR 1000 GALLON TANK: 10'MIN FROM EDGE OF TANK UNLESS ANOTHER TANK IS ERIC S.KOHL,P.E.LICENSE NO.56545 WTHIN 25', THEN SETBACK MUST BE 25'FROM EDGE. KCI TECHNOLOGIES SPECIAL NOTE: ANY TANK WITH A FILL PORT NTH INTEGRAL SHUTOFF VALVE ON THE TANK MAY REDUCE NO SPARK SETBACK DISTANCE TO HALF(5'OR 12.5')PER INSTALL GAS REGULATOR VIVA 58 SECTION 11.15.2.3, BUT ONLY WHEN COMPOUND IS EXTREMELY TIGHT. UNDER TANK CAP lO'MIN NO SPARK SETBACK FROM EDGE OF TANK' HOSE W/(2)SPOLY2D STRAPS IN N EW CONCRRETTE PAT) DATE L„nY� EACH 28' X 125' X 4' W/WELDED MRE MESH FOR LPG TANK///LABEL SHUT OFF VALVE INSTALL 1'FLEXIBLE STEEL BRAIDED GAS LINE FROM (INCREASE DEPTH TO PIPE AND MOUNT BRACKETS FROM VALVE TANK VALVE TO STUBBED UP BLACK STEEL PIPE 32' IN FLOOD 20NE) ST TO GENERATOR MU BE ABLE TO FLEX WITH STICKER AT VALVE —MUST MEET ALL NFPA 58 CODES WITH THE GEN, UST BLEND USING I' LABEL PIPE WITH -MUST MEET GENERATOR FLOW RATE REQUIREMENTS (4)AUGER SCREWS TO FLEXIBLE STEEL BRAIDED GAS LINE. PROPANE GAS BOND NEW LPG TANK LEG TO NEW LPG TANK: BE INSTALLED TO SECURE TANK TO STEEL BRAIDED LINE MUST BE SHIELDED STICKER EITHER SHELTER GROUND RING OR ORIENTATION MAY FROM ANY HEAT SOURCE ' GAS SHUT OFF VALVE 4=PROPANE GAS COMPOUND GROUND RING WITH 2 VARY, SEE STE PLAN GROIiNO. GAS PIPE TO BE HOLE COMPRESSION GROUND LUG FOR LOCATION DETAILS RUN UP OUTSIDE BOND NEW LPG SHUT OFF VALVE EDGE OF PAD STUB UP BLACK TANK TO FENCE GAS PIPE TO BE STEEL PIPE 6' POST IF CLOSER GRADED GRAVEL RUN UP OUTSIDE ABOVE CONCR THAN 6' EDGE OF PAD PAD a a ZEPHYRHILLS d d 4 IIII III I 1 � JJ 1 11 I _SCHEDULE 40 STEEL PIPE TO I-�-I I I ! I ! ! 1I I -I-! I -1 I-I I I 1-I 1 HI I ( 1=! 11= 11 m I � I I I (=' I I ! l -I 11=1 BE SECURED TO CONCRETE J ( ( 1 9 1 1 Ir--III ! �1 I�T=T+ 1 1 -fT f� IiTT I--I I'��)TT=TT I - - COLOCATION - zEr -FORIERAT 60KW OR LESS AND FOR PIPE LENGTHS LPG TANK NEw OR EXISTING COMPOUND LPG TANK GROUNDING AND PIPING DETAIL LESS THAN 50'USE M1N I' SCHEDULE 40 ASPHALT COATED GROUND RING DETAILS STEEL PIPE NOT TO SCALE -BURY LINE AT 30'BELOW GRADE SEE'TYPICAL TRENCH OCTAL' -PIPE AND ALL CONNECTORS MUST MEET NFPA 58 CODES -PIPE MUST MEET GENERATOR FLOW RATE REOUIREIIENTS E-5 S WAVE GUIDE WAVE GUIDE POST 7 1" (TYP) 6" DIAMETER SCHEDULE 4O PVC �= ,4e" HOLES FOR %" DIAMETER GROUND BAR #2 BTW TEST WIRE WITH 6" CLEANOUT ADAPTOR BOLTS; ALL HARDWARE TO BE FITTING; COAT PLUG THREADS STAINLESS STEEL A WHERE APPLICABLE WITH ANTI— SEIZE LUBRICANT PRIOR TO INSTALLATION 7022 TPC SUITE 5000VE 0 0 0 0 0 0 0 0 FINISHED GRADE ORLANDO, FL 32822 ANDREW GROUNDING CABLE: TYPICAL a I O 0 0 0 0 0 0 0 0 I I EACH H ANTENNA CABLE (SEE DETAIL 1 A Z ) 24" M Jill 1Ks" MOUNTING HOLES ,0 OI.o( S WAVEGUIDE MOUNTED GROUND BAR %- DIAMETER BOLTS PLATE; SUSPEND BELOW LOWEST ROW ELEVATION FLORIDA LICENSE NO.: EB0004898 INC.ANTENNA CABLE; VERIFY ACTUAL OF ANTENNA CABLES; LOCATE WITHINKCI TECHNOLOGIES,INC NUMBER REQUIRED 2'-O" OF CLOSEST POST AT END y EXOTHERMIC WELD 10401 HIGHLAND MANOR DRIVE EONNECTION SUITE 120 FOUNDATIDN TAMPA,FLORIDA 33610 #2 AWG BARE TINNED SOLID COPPER EXOTHERMIC WELD " x 1O'-O" GROUND ROD GROUND (813)740-2300 PIGTAIL; ROUTE AS TO AVOID 9O BENDS BETWEEN GROUND BAR PLATE WAVE GUIDE POST BONDING I CABLE CO" E CONLE TO RING CONNECTION ENGINEER: AND WAVEGUIDE POST CONDUCTOR TO EQUIPMENT PAD DOUBLEGROUND RING; BOND H SIDES OF POST WAVEGUIDE SECTION'A-A' INSPECTION / TEST PIT DETAIL \\\\\\�����111111111111111//////"///// FINISHED GRADE \\\ \G S. NOTE: CONTRACTOR SHALL FIELD DRILL HOLES AS REQUIRED TO MATCH LUG DIMENSIONS AND ELEVATION NUMBER OF CONNECTIONS. FIELD COORDINATE WITH CONSTRUCTION MANAGER. #2 AWG, TINNED, WAVE GUIDE MOUNTED GROUND COPPER, SOLID WIRE. _ No. 56545 BAR PLATE INSTALLATION WAVE GUIDE AND MAIN GROUND BAR = _ * : SIT TWO HOLE COPPER D •'. STATE OF •:"�� MIN. 1"f J6" I I J6" MIN. •° DRILL WAVE GUIDE GRATING; IF TERMINAL �" 1� /� C0R10°• \\ REQUIRED TO ALLOW INSTALLATION OF GROUNDING �T Y4 MAX.MAXT �. P•''° \ STAINLESS STEEL THREADED ROD CABLE EXOTHERMIC WELD GROUND BAR PLATE (MOB, SEE DETAIL THIS //��/J Ss�o \\\ WAVEGUIDE GRATING AGB) SHEET �✓ FENDER WASHER STAINLESS STEEL Y4" STAINLESS STEEL THREADED (TYPICAL) HARDWARE ERIC S.KOHL,P.E.LICENSE NO.56545 ROD; TYP. EACH END OF O PARALLEL EXOTHERMIC WELD KCI TECHNOLOGIES GROUND BAR PLATE TOWARD EQUIPMENT ANTENNA ELEVATION CABLE DATE ANDREW GROUNDING LENGTH REQUIRED CABLE GROUNDING TWO HOLE COPPER TERMINAL CABLE (SHOWN AS BACK TO BACK FINISHED GRADE CONNECTION) CONNECTION (TYP) NUT AND LOCK WASHER HEX BOLT GROUND BAR PLATE COMBINATION (TYP.) WAVEGUIDE MOUNTED (18-BSS) NUT PICAL) SHELTER PAD OR COPPER GROUND BAR TOWER GROUND RING EXOTHERMIC WELD FLAT WASHER BELLEVILLE WASHER (TYPICAL) DETAIL (TYPICAL) FLAT WASHER (TYPICAL) BELOW GRADE CABLE TO CABLE CONNECTION WAVE GUIDE MOUNTED GROUND SECTION'A-A' LD)(PARALLEL EXOTHERMIC BAR PLATE INSTALLATION NOTES: 3y" x 1O'-O" GROUND 'DOUBLING UP' OR 'STACKING' OF CONNECTIONS IS NOT PERMITTED. OXIDE - INHIBITING JOINT ROD (TYP.) ZEPHYRHILLS COMPOUND TO BE USED ON ALL CONNECTIONS. BACK TO BACK CONNECTIONS SHALL BE USED ONLY WHEN NUMBER OF CONNECTIONS TO FRONT OF BAR EXCEEDS NUMBER OF AVAILABLE GREEN INSULATED #6 (HOME RUN GROUND) FROM FOR LUG TO STEEL - INSERT LOCK WASHER BETWEEN LUG & STEEL. BELOW GRADE TOP BUS BAR TO INTERMEDIATE - - -- CABLE TO CABLE CONNECTION BUS BAR TO BOTTOM BUS TYPICAL GROUND BAR PLATE CONNECTIONS N529 BAR SELF SUPPORT or GUY TOWER I TINNED BUS BAR AT ' EXOTHERMIC WELD; COLD GALVANIZED PIPE COLUMN TOWER BASE i GALVANIZE AFTER COOLING SUPPORT SUPPLIED BY OTHERS Y4" COLOCATION EXOTHERMIC CONNECTION ( P,- mr" #2 AWG BARE, TINNED, SOLID CONTRACTOR TO WEATHER PROOF " FLEX CONDUIT OPENING TYP. ALL COPPER GROUND WIRE TO BTS EXOTHERMIC CONNECTION ( GROUND RING ABOVE GRADE FLEX CONDUIT AT TOWER LEG I L . TOP OF FOUNDATION OPENINGS) 35" FLEX CONDUIT EXTENDING 12" 34" FLEX CONDUIT EXTENDING 12" GROUNDING DETAILS BELOW FINISHED GRADE TOWER BELOW FINISHED GRADE CONCRETE FOOTING FINISHED GRADE FOUNDATI No AWG STRANDED #2/O BARE TINNED #2/O BARE TINNED SOLID SOLID COPPER GROUN COPPER GROUND RING "' E-4 RING CONDUCTOR CONDUCTOR WAVEGUIDE BONDING DETAIL GROUND RING GROUNDING AT TOWER BASE DETAIL EXOTHERMIC WELD PARALLEL CABLES + EXISTING U GENERAL GROUNDING NOTES: + TOWER NEW METER, DISCONNECT & + GROUND RING t- u u 3'x3'x10' NEMA 3R TELCO /2 AWG INSULATED STRANDED BOX ON NEW H-FRAME 1. TO ENSURE PROPER BONDING, ALL CONNECTIONS SHALL BE AS + \ FOLLOWS: 7022 TPC DRIVE UP TOWER TO GROUND BARS O (SEE DETAIL SHEET E-2A) SUITE 5000 + TOWER GROUND BAR I \ A: #2/0 BARE TINNED SOLID COPPER WIRE: CADWELDED TO RODS OR ORLANDO, FL 32822 + EXOTHERMIC BOND. I \ /4 BOND GROUND RING SEE BELOW GRADE 1D \ (TYPICAL) + DETAIL SHEET E4 I \ B: LUGS AND BUS BAR (UNLESS NOTED OTHERWISE): SANDED CLEAN, KCI COATED WITH OXIDE INHIBITOR AND BOLTED FOR MAXIMUMSURFACE CONTACT. ALL LUGS SHALL BE COPPER (NO ALUMINUM + NEW SERVICE ENTRANCE GROUND SHALL BE PERMITTED). PROVIDE LOCK WASHERS FOR ALL i !/ ROD (SEE INSPECTION PR DETAIL, MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE TSCffiVOLOG}ffiS 4 SHEET E-4) STAINLESS STEEL HARDWARE THROUGHOUT. FLORIDA LICENSE NO.: EB0004898 KCI TECHNOLOGIES,INC. \ 5 \ 2. ALL GROUNDING CABLE IN CONCRETE OR THROUGH WALLS SHALL BE IN 10401 HIGHLAND MANOR DRIVE + \ \ / 1/2 PVC CONDUIT. 1 CONDUIT THROUGH THE WALL WILL BE 3/4" FOR SUITE 120 #2 AWG BOND TO PROPOSED UPS. SEAL AROUND CONDUIT THROUGH WALLS. NO METALLIC CONDUIT 16 #'2/0 AWG BTSC TO EXISTING \ X SHELTER GROUND RING SHALL BE USED FOR GROUNDING CONDUCTORS. (8TAMPA1 3)740-2300 FLORIDA 33610 TOWER GROUND RING VL3 \ 3. THE CONSTRUCTION PROJECT MANAGER OR REPRESENTATIVE WILL (TYP OF 2) \ \ INSPECT CADWELDS PRIOR TO BURIAL. MAXIMUM 5 OHMS RESISTANCE IS ENGINEER: - -- - - - - - - - - -- - - REQUIRED. \����1111111111IIIIIN////��/ / J 4. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. \\\\\\\ C S 7j�//// AVOID SHARP BENDS. ALL BENDS SHALL BE A MINIMUM 8" RADIUS AND \��\\\ ' \ \ N \ \ 12 r NO GREATER THAN 90 DEGREES. , \ 4 / / 15 I I SF•••.•• 5. GROUND RODS SHALL BE SPACED NO MORE THAN 10' ON CENTER. I (5/8"x10'-O" COPPER CLAD STEEL) No. 56545 6. ALL CADWELDS TO BURIED GROUND RING SHALL BE THE PARALLEL TYPE, EXCEPT FOR THE GROUND RODS WHICH SHALL BE THE TEE TYPE. 13 I 7. BOND ALL SIGNIFICANT METALLIC OBJECTS WITHIN 6' OF THE COMPOUND 13 WAVEGUIDE ENTRY TO THE BURIED GROUND RING WITH THE APPROPRIATE CADWELD OR STATE OF %• PORT COMPRESSION CONNECTION. 8. BOND DOOR FRAMES, HANDRAILS, HATCHPLATES BELOW RF WINDOW i O'er ••'•FCORIOP'••••• \��� PROPOSED ONLY AND BOND METAL AWNING TOUS DOORTING FRAMEE/PLATES TO GROUND RING. //////////�S�/O^I•••' �\\.�\C`� 12'X26' I 'V SHELTER I 9. DO NOT INSTALL GROUND RING OUTSIDE OF LEASED AREA. AND WHERE POSSIBLE, AVOID RUNNING BURIED GROUND RINGS THROUGH FUTURE 13 ERIC S.KOHL,P.E.LICENSE NO.56545 LEASE AREAS. KCI TECHNOLOGIES II �13 19 18 I 10. BOND SERVICE CONDUITS TO GROUND RING AS THEY CROSS. DO NOT EXOTHERMICALLY WELD TO CONDUITS. \ 11. SEE GROUNDING DETAILS ON SHEET E-4. - - DATE f = \ 1 9 CODED DRAWING NOTES: \ -r - - - - - - - - -- - - - - - -- QPROVIDE #2/0 BARE TINNED SOLID COPPER SHELTER GROUND RING GROUND ROD EVERY 10'-0 ON CENTER BURIED AT MINIMUM 36" BELOW GRADE. #2/0 AWG BTSC SHELTER GROUND RING O2 BOND THE GENERATOR CABINET IN (2) PLACES TO THE GROUND RING. 36" BELOW GRADE = SHOULD BE GROUNDED AT OPPOSITE CORNERS OF THE GENERATOR. RUN GROUND THROUGH SLAB. __ O3 BOND EVERY ICE BRIDGE POST BASE TO GROUND RING WITH CADWELD. ' \\ O4 BOND FIRST AND LAST ICE BRIDGE POST TO GRIP STRUT. \ OS CONNECT EACH ICE BRIDGE SECTION WITH JUMPERS. ZEPHYRHILLS / 6 BOND ALL FENCE POSTS WITHIN 6' OF SHELTER GROUND RING TO 10' NO SPARK \ SHELTER GROUND RING. RADIUS \ '2/0 AWG BTSC O7 BOND LPG TANK AT FEET ONLY (2 PLACES; 1 EACH FOOT). GENERATOR PAD GROUND RING 36' O NOT USED BELOW GRADE N529 PROPOSED O9 BOND HVAC UNITS TO GROUND RING. LPG 1000 - - -- VGENERATOR GALLON TANK 1 GENERATOR FRAME 10 BOND CABLE GROUND KIT TO TOWER GROUND BAR (TYPICAL). GROUND; •2/0 AWG BTSC(THRU SLAB, TYP. 2 PLACES)OZ 71BOND LPG TANK GROUND ROD TO SHELTER GROUND RING. EC12 BOND SHELTER GROUND BAR TO GROUND RING. COLOCATIONPROPOSED13CONNECT INTERIOR GROUNDS TO GROUND RING AT SHELTER CORNERS. CONNECT INTERIOR GROUND BAR (PROVIDED WITH BUILDING) TO MASTER GROUND BAR VIA #2/0 AWG GREEN (PROVIDED IN SHELTER).CONNECT EXTERIOR GROUND BAR (UNDER WAVEGUIDE PORT) TO NEW 15 GROUND. RING WITH #2/0 AWG GROUND CONDUCTORS (2 PLACES). I! I 16 BOND NEW GROUND RING TO EXISTING GROUND RING, GROUNDING PLAN / - --- - - - __ _ _ BOND ONLY THE SHELTER TIE DOWN PLATE UNDER THE RF WINDOW TO 17 / THE GROUND RING. / 18 CORNER GROUND FROM INTERIOR GROUND TO EXTERNAL GROUND RING (TYP. OF 4) SLEEVE THROUGH WALL. E-3 \\ GROUNDING PLAN 19 FROM UPS GROUND TO EXTERNAL GROUND RING. - 20 GROUND SHELTER STEEL GROUND LEAD TO RING. - RRIS 7022 TPC DRIVE SUITE 5000 ORLANDO, FL 32822 225A MAIN BRKR 22 KAIC 12 0/240V, 1 PHASE, PROVIDED IN SHELTER 3W PANEL SCHEDULE NEMA 3R BY MANUFACTURER NOTES: CKT CKT. BKR. CKT. BKR. pos. N0. AMPS POLES WIRE DESCRIPTION DESCRIPTION WIRE POLESAM NO. 1. SERVICE BOND IS TO BE MADE BY DEVICES (STRAPS, OLOGIES SCREWS, ETC.) SUPPLED BY EQUIPMENT MANUFACTURER. FLORIDA LICENSE NO.: EB0004898 KCI TECHNOLOGIES,INC. 1 125 2 #3 18 KVA UPS EXTERIOR LIGHT #12 1 20 2 IF NO SUCH DEVICE IS SUPPLIED, BOND IS TO BE MADE 10401 HIGHLAND MANOR DRIVE 3 EMERGENCY/INTERIOR LIGHTS #12 1 20 4 IN ACCORDANCE WITH NEC ARTICLE 250. SUITE 120 5 6 2. CONDUCTOR OVERCURRENT PROTECTION DEVICES ARE TAMPA,FLORIDA 33610 20 2 #12 POWER FAIL RELAY HVAC UNIT #2 #8 2 50 (813)740-2300 7 8 SELECTED IN ACCORDANCE WITH NEC ARTICLE 240-3. 9 RECEPTACLE GROUP #2 #12 1 20 10 CONDUCTOR SIZING IS SELECTED FROM NEC ARTICLE ENGINEER: 50 2 #8 HVAC UNIT #1 310-16. 11 EXTERIOR GFCI RECEP. #12 1 20 12 3. ALL LUGS THAT HOLD MORE THAN ONE WIRE SHALL BE ����1�111111111I11f1//// \\\\\\ //�Z�/ 13 20 1 #12 RECEPTACLE GROUP #1 RECEPTACLE GROUP #3 p12 1 20 14 \\\ G S• ��/// 15 20 1 #12 GENSET BLOCK/HEATER SPARE - 1 20 16 LISTED FOR MULTI-BARREL CONNECTIONS. .••��CENS''••.'S' 17 20 1 #12 BATTERY CHARGER SPARE - 1 20 18 4. ALL CONDUCTORS SHALL BE INSULATED THHN/THWN WIRE. 19 20 1 - SPARE SPARE - 1 20 20 5. HVAC UNITS ARE NON-CONCURRENT, THEREFORE THEY DO No. 56545 21 20 1 - SPARE SPARE - 1 20 22 NOT OPERATE SIMULTANEOUSLY. 23 2D 1 - SPARE SPARE - 1 20 24 = 25 20 1 - SPARE SPARE STATE OF 27 20 1 - SPARE SPARE - 1 20 28 �O•'•, 29 20 1 - SPARE SPARE - 1 20 30 �i '�(\''•FC0RIOP•''' �� PANEL SCHEDULE ERIC S.KOHL,P.E.LICENSE NO.56545 2 1/2' RGS NIPPLE KCI TECHNOLOGIES SERVICE ENTRANCE SWITCH; - 4'-O" 2P, 200 AMPERE ENCLOSED ELECTRIC METER FURNISHED BY UTILITY- ---- _ FUSED DISCONNECT SWITCH FUSED COMPANY AND INSTALLED UNDER THIS CONTRACT -- WITH 200A(FRN-R) FUSE. LABEL ON SERVICE RACK. BACKBOX PROVIDED AND SWITCH "HA RIS CORP." INSTALLED BY CONTRACTOR. --- ------GALVANIZED STEEL U-CHANNEL " SCHED. 40 PIPE (LENGTH AND QUANTITY AS NEW 2 ) PROPOSED LOAD CALCULATIONS (TYPICAL OF 2) O NEEDED MINIMUM OF 4) BOLTED TO POST WITH STAINLESS STEEL 300^ HARDWARE 120/240V, 10, 3W 225AMP NDAA PROPOSED NEMA 3R TELCO BOX. COORDINATE - BBOOx METER &DISCONNECT SWITCH CASE EXACT TYPE W/CONST. MANAGER • ON BACK BONDS�!2 AWG BARE, TINNED, LOAD DESCRIPTION KVA/KW H fDE OF SOLID COPPER DOWN TO DE OF SOLID COPPER DOWN TO GROUND ROD/GROUND RING CONNECTED 54 1" RGS NS A4 AWG GREEN INSULATED DEMANDSERVICE GROUND 43.2 CONDUCTOR KW LOAD W 80% PF 34.56 ZEPHYRHILLS 4.56 KW W 240V, 10 = 144A (64%) GRADE #2 AWG RACK BOND - 3-(%&1- GAD. IN 2" N529 1-2' SHELTER ELECTRICAL SERVICE ry�L ELECTRIC SERVICE CONDUIT_____ J EXISTING LOAD CALCULATIONS CONDUIT �� SETO EORNERCOSSWITCH BLOCK AT 120/24OV, 10, 3W 225AMP EXTEND #2 AWG BARE, TINNED, 1-4"TELCO CONDUIT TO % SOLID COPPER TO GROUND RING EXISTING NEMA TELCO LOAD DESCRIPTION KVA/KW OEMARC -SERVICE ENTRANCE COLOCATION i GROUND ROD CONNECTED 48 2" TELCO CONDUIT TO NEW NEMA 3R TELCO BOX MOUNTED ON SHELTER WALL DEMAND 39 KW LOAD ® 80% PF 31.2 DETAIL-PROPOSED UTILITY RACK PANEL SCHEDULE NOT TO SCALE & UTILITY RACK DETAIL 31.2 KW ® 240V, 10 = 130A (65%) E-2A FINISHED GRADE OR I GROUND . MATCH G X.I SANG SLOPE AND THICKNESS 7022 TPC DRIVE XISTING GENERATOR OF EXISTING TRENCH SUITE 5000 QLIIPMENT CN FAD CAUTIONARY TAPE ORLANDO, FL 32822 SHE'-TER + PROPOSED HARRIS CORP =ITI it=11= 11 IC-I COMPACTED UTILITY H-FRAME (SEE METER M -n T�II� + ++++ + Ili Ilrlll W/SAT SFACTORY ExIST,Nc, 285' + DETAIL, SHT. E-2A) O 1K111�i� vv SELF SUPPORT + rli Ili !fipll NATIVE OR ++ + TOWER ++ Il IMPORTED SOIL COMPACTED SAND FLORIDA LICENSE NO.: EB0004898 + + + =!II, KCI TECHNOLOGIES,INC. + + + , IE F -Ili-111 COMPACTED SAND BED 10401 HIGHLAND MANOR DRIVE r- I-it r--III- SUITE 120 ID T-I Imo' y UNDISTURBED SOIL -III -IIIT,I TAMPA,FLORIDA 33610 + + m m CONDUITS FOR IIIIII III=I11= TELEPHONE, ELECTRICAL, - CONDUIT SIZE, TYPE, (813)740-2300 + & ANTENNA SHARING 3" MIN QUANTITY AND + WHERE APPLICABLE + SEPARATION DIMENSION ENGINEER: ++ LCCONDUIT; (T(PMIN) TO BE VERIFIED WITH LOCAL UTILITY ��1111114111111111111////� /, ++ j—— —— E ——E— E (TYP) OMPANMENTS ��\\\\ \� ••. Q //'''�i T T T BURIED CONDUIT DETAIL RE � •' �CENSF••.'y NOT TO SCALE PROPOSED No. 56545 's TELCO JB (12"x12"x4") SHELTER ELECTRICAL EXISTING r a ON WALL. SLEEVE THROUGH SERVICE 2" CONDUIT * * * I WALL WITH 2" PVC STUB GENERATOR IS NOT A E : v STATE OF -� SEPARATELY DERIVED I I PROPOSED m SYSTEM • � I I 12X26 i F ,.• : �` • •. LORIO . w 3 SHELTER •„•• •,. I %ASS/ONAUE� �`�°� 5/B" METAL FUEL LINE � �llllllll 111 RUN APPROXIMATELY I w I ERIC S.KOHL,P.E.LICEN NO.56545 23'-0" ALARM KCI TECHNOLOGIES PROPOSED 1000 GAL. I I m PROPANE TANK ON I I 3-1% & 1-/4 GRD. IN 2" 2.2'x10.5' CONCRETE SLAB I I TO ELE ELECTRIC TRIC SERSWITCH BLOCK AT / I W I SE CORNER OF COMPOUND DATE / m II \ r e- ---E I - - - -EJ o m CONDUITS STUB UP THROUGH SLAB ZEPHYRHILLS \ // m DRAWING NOTES I N529 10 BATFERY CHARGER TO BE MOUNTED INSIDE GENERATOR ENCLOSURE PROVIDE PRIMARY AND EXISTING 2S ' te- EXISTINGELECTRIC VALVE & SECONDARY OVERCURRENT PROTECTION PER MANUFACTURERS SPECIFICATIONS. TELCO CABINET SWITCH BLOCK REGULATOR w/LOAF IA 5 AT GRADE Q2 GENERATOR CONDUITS: POWER: (1) 2" PVC W/3 13/0 & 1 /4 GRD TO ATS INPUT VIA LB ENTRANCE ON END OF 10' NO SHELTER EX'sTlvc iELCO COLOCATION �'El SPARK RADIUS REMOTE START: (1) 1" PVC CONDUIT W/2 /12 TO ATS INPUT VIA LB ENTRANCE ON END OF SHELTER PROPOSED 45KW EXISTING POvwoR PROPANE GENERATOR BATTERY CHARGER/BLOCK HEATER: (1) 1" PVC CONDUIT W/5 #12 TO UTILITY PANEL VIA LB POLE ON B'x10' CONCRETE SLAB® ENTRANCE ON END OF SHELTER. IN GENERATOR. TERMINATE IN 2 DUPLEX OUTLETS. 1 CKT POWER & EACH, IN OUTDOOR QUAD BOX. ALARMS: (1) 1" PVC CONDUIT NO CABLE TO TELCO WALL VIA TELCO JUNCTION BOX ON TELCO PLAN OUTSIDE OF SHELTER ON SIDE BETWEEN DOOR AND ENTRY PANEL 03 PROVIDE 2-1P 20AMP BREAKERS IN PANEL BOARD FOR BATTERY CHARGER & BLOCK HEATER. POWER&TELCO PLAN SCALE: 1/8' 1'-0" GAS SUPPLY PIPE ® INSTALL GENERATOR PLACARD ON HOUSING. rN E-2 SEE SHEET E5 FOR REQUIREMENTS. ® SHELTER COMES PRE WIRED FROM FACTORY. ALL PENETRATIONS INTO SHELTER SHALL BE SEALED ON EXTERIOR AND INTERIOR OF WALL WITH APPROPRIATE SEALANT. • ELECTRICAL SPECIFICATIONS tRR1S GENERAL CONDUCTOR INSULATION IDENTIFICATION OF EQUIPMENT A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR AND A ALL CONDUCTORS SHALL BE COLOR CODED AS REQUIRED BY NEC AND FURTHER A MARK AND PERMANENTLY IDENTIFY ALL ELECTRICAL EQUIPMENT. IDENTIFICATION INCIDENTAL TO THE COMPLETE INSTALLATION AND OPERATION OF ALL ELECTRICAL IDENTIFIED AND CODED AS SPECIFIED HEREINAFTER. COLOR CODING SHALL BE SHALL BE LAMINATED PLASTIC PLATES, BLACK WITH WHITE ENGRAVED LETTERS. USE WORK. ALL WORK SHALL BE DONE BY QUALIFIED PERSONNEL. BY MEANS OF COLORED INSULATING MATERIAL, COLORED BRAID OR JACKET 1/4" HIGH LETTERING. ATTACH PLATES WITH CHROME PLATED OR 316 STAINLESS STEEL 7022 TPC DRIVE B. CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND THE OVER THE INSULATION OR BY MEANS OF SUITABLE COLORED, PERMANENT, SCREWS TO THE DEVICE. USE NOMENCLATURE ON DRAWINGS. NATIONAL ELECTRICAL SAFETY CODE ADOPTED BY THE LOCAL AUTHORITY HAVING NON-AGING, INSULATING TAPE APPLIED TO CONDUCTORS AT EACH CABINET ORLANDO, FL00 2822 JURISDICTION. THE INSTALLATION SHALL COMPLY WITH THESE AND ALL APPLICABLE OR JUNCTION POINT. THE COLOR CODING SHALL BE ACCOMPLISHED AS THE B. ALL EQUIPMENT SHALL BE MARKED WITH WARNING LABELS AND SIGNAGE AS REQUIRED RULES & REGULATIONS OF LOCAL AND STATE AUTHORITIES HAVING JURISDICTION. CONDUCTORS ARE INSTALED. THE FOLLOWING SYSTEMS OF COLOR CODING BY THE NATIONAL ELECTRIC CODE, NFPA AND OTHER APPLICABLE STANDARDS. SHALL BE STRICTLY ADHERED TO: C. COORDINATE THE WORK OF ALL TRADES. A GROUND LEADS: GREEN KCI D. ARRANGE CONDUIT, WIRING, EQUIPMENT, AND OTHER WORK GENERALLY AS SHOWN, B GROUNDED NEUTRAL LEADS: WHITE ELECTRICAL LEGEND PROVIDING PROPER CLEARANCES AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT C 120/208 VOLT (120/240 VOLT) UNGROUNDED PHASE WIRES; DRAWINGS AND FIT THE WORK IN EACH LOCATION WITHOUT SUBSTANTIAL ALTERATION. BLACK, RED, BLUE 1 SEE DRAWING NOTE OF SAME NUMBER TBCHNQLO(�ffiS WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD CONDITIONS OR OTHER THE COLOR CODE ASSIGNED TO EACH PHASE WIRE SHALL BE CONSISTENTLY FLORIDA LICENSE NO.: EB0004898 CAUSES, PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE. THE RIGHT IS FOLLOWED THROUGHOUT. 8, KILOWATTHOUR METER KCI TECHNOLOGIES,INC. RESERVED TO MAKE REASONABLE CHANGES IN LOCATION OF EQUIPMENT, CONDUIT, AND WIRING UP TO THE TIME OF ROUGH-IN OR FABRICATION. CONDUIT SUPPORTS 0' CONDUIT OR CABLE-UP,DOWN 10401 HIGHLAND MANOR DRIVE E. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS, A. SUPPORT SURFACE RUNS OF CONDUIT USING ONE OR TWO HOLE PIPE STRAPS. SUITE 120 BENDS, FITTINGS AND ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH STRAP SPACING 6 FOOT ON CENTERS, MAXIMUM, UNLESS NOTED OTHERWISE. �� /2-AWG BARE, SOUD,TINNED COPPER CONDUCTOR ITEMS AS MAY BE REQUIRED TO FIT THE WORK TO THE CONDITIONS UNDERGROUND TAMPA,FLORIDA 33610 B. FASTEN STRAPS TO CONCRETE USING INSERTS OR EXPANSION BOLTS AND TO �� 2 AWG BARE, SOLID, TINNED COPPER CONDUCTOR ROUTING (813)740-2300 F. THERE SHALL BE NO INTERRUPTION OF POWER TO EXISTING ELECTRICAL SYSTEMS HOLLOW MASONRY USING TOGGLE BOLTS. WOODEN PLUGS ARE UNACCEPTABLE. S SHOWN ON OWG'S WITHOUT PRIOR CONSENT OF THE BUILDING OWNER. SUCH INTERRUPTIONS SHALL BE OUTLET, JUNCTION AND PULL BOXES -H CONDUIT TERMINATED OR TRANSITION AS INDICATED IN PLAN ENGINEER: KEPT TO A MINIMUM AND SHALL BE SCHEDULED WITH TIE OWNER AT LEAST THREE BUSINESS DAYS IN ADVANCE OFTHE OUTAGE. ANY COST FOR WORK THAT MUST BE A. ALL BOXES, WHETHER OUTLET, JUNCTION, PULL, OR EQUIPMENT SHALL BE '-II' STANDARD GROUND ROD-5/8"xl0'-0" DONE ON AN OVERTIME BASIS SHALL BE INCLUDED IN THE BID. FURNISHED WITH APPROPRIATE COVERS. G. VISIT THE SITE AND INSPECT THE EXISTING CONDITIONS BEFORE BID IN ORDER TO B. NO SECTIONALIZED BOXES SHALL BE USED. -E UNDERGROUND CONDUIT,POWER- ENSURE PROPER EVALUATION OF WORKING CONDITIONS AND LOCATION OF EXISTING -T- UNDERGROUND CONDUIT, TELCO STEEL ��\\\ CEN• ' �'S'1111/ CONDITIONS. C. OUTLET, JUNCTION AND PULL BOXES SHALL BE SHEET SEL. WHERE REQUIRED �� S TO FACILITATE PULLING OF WIRES OR CABLES, SUCH BOXES SHALL BE RIGIDLY FUSED SERVICE DISCONNECT SWATCH,NON-FUSED �••"•.• H. WHERE OUTLETS ARE REMOVED OR CIRCUITS INTERRUPTED OR BROKEN, PROVIDE MOUNTED AND INSTALLED IN ACCESSIBLE LOCATIONS. . EXOTHERMIC WELD OR MECHANICAL GROUND BOND THE REQUIRED RELOCATION RECONNECTION OR REARRANGEMENT TO RESTORE SERVICE TO ALL ITEMS, OU'FLETS, ETC. NOT MADE OBSOLETE BY THIS WORK. SAFETY DISCONNECT SWITCH = No. 56545 INSPECTION SLEEVE I. MOUNTING AND SUPPORTING OF ALL EQUIPMENT PROVIDED UNDER THIS SECTION A. PROVIDE SAFETY DISCONNECT SWITCHES AS SHOWN ON THE DRAWINGS AND WHERE GROUND Roo EXOTHERMICALLY WELDED TO SHALL BE COORDINATED WITH THE CONSTRUCTION MANAGER IN THE FIELD. REQUIRED BY THE NATIONAL ELECTRICAL CODE. SWITCHES SHALL BE HORSEPOWER-RATED BURIED GROUND RING = ' WHERE APPLICABLE, AND SHALL BE THE SIZES REQUIRED. SERVICE ENTRANCE SWITCH PERMITS AND FEES SHALL BE SO RATED. - STATE OF •�� A. OBTAIN, PAY FOR, AND DELIVER ALL PERMITS, CERTIFICATES OF INSPECTION, B. SWITCHES SHALL BE HEAVY DUTY TYPE FUSED OR UNFUSED, AS INDICATED; SIDE HANDLE ETC., REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. DELIVER OPERATED, NEMA 1 FOR GENERAL INTERIOR WORK AND NEMA 3R STEEL FOR EXTERIOR, DAMP, OR WET LOCATIONS. SWITCHES SHALL BE EQUIPPED WITH A i Q� "•.FCOR,OP•'� ��� CERTIFICATES TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK. COVER INTERLOCK TO PREVENT OPERATION WITH COVER OPEN. MATERIAL AND EQUIPMENT ABBREVIATIONS& A. MATERIAL AND EQUIPMENT INSTALLED AS A PART OF THE PERMANENT C. PARTS SILVER ORB TIN-PLATED. ALL SWITCHES LLHALLS HAVE OPERATED. OLNSCFOR NOT C LESS THAN SYMBOLS INSTALLATION SHALL BE NEW, UNLESS OTHERWISE INDICATED OR THAN TWO EXTERNAL PADLOCK. SPECIFIED, AND SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LAB, A - AMPERE MGB - MAIN GROUND BAR AFF - ABOVE FINISHED FLOOR M.H. - MOUNTING HEIGHT ERIC S.KOHL,P.E.LICENSE NO.56545 FOR INSTALLATION IN EACH PARTICULAR CASE, WHERE STANDARDS GROUNDING AFG - ABOVE FINISHED GRADE M.L.O. - MAIN LUG ONLY KCI TECHNOLOGIES HAVE BEEN ESTABLISHED. AFB - ABOVE FINISHED ROOF NEC - NATIONAL ELECTRICAL CODE A. PROVIDE GROUND FOR ALL RACEWAYS, DEVICES, AND UTILIZATION EQUIPMENT AGB - ANTENNA GROUND BAR NEMA - NATIONAL ELECTRICAL CUTTING AND PATCHING PERMANENTLY AND EFFECTIVELY IN ACCORDANCE WITH REQUIREMENTS OF THE AHU - AIR HANDLING UNIT MANUFACTURERS ASSOCIATION _ A. PROVIDE ALL CUTTING AND PATCHING NECESSARY FOR THE INSTALLATION OF NATIONAL ELECTRICAL CODE AND AS HEREINAFTER SPECIFIED. ALL GROUNDED AIC - AMPERES INTERRUPTING NETA - NATIONAL ELECTRICAL TESTING NEUTRAL CONDUCTORS SHALL BE CONTINUOUSLY IDENTIFIED. ALL GROUNDING CURRENT ASSOCIATION THE ELECTRICAL WORK. ANY DAMAGE DONE TO THE WORK ALREADY IN PLACE AND BONDING CONNECTIONS HALL BE SOLDERLESS. AWG - AMERICAN WIRE GAUGE BY REASON OF THIS WORK SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE BKR. CB- CIRCUIT BREAKER NFSS - NON-FUSED SAFETY SWITCH BY A QUALIFIED MECHANIC EXPERIENCED IN SUCH WORK. PATCHING SHALL BE B. PROVIDE INSULATED GROUNDING CONDUCTORS FOR FEEDER AND BRANCH CIRCUIT CAT - CATALOG NIC - NOT IN CONTRACT DATE UNIFORM IN APPEARANCE AND SHALL MATCH THE SURROUNDING SURFACE. DO WIRING AS CALLED FOR ON THE PLANS. PROVIDE GROUNDING BLOCKS, C, COND.- CONDUIT NO. - NUMBER CKT - CIRCUIT P. - OVER CURRENT PROTECTION NOT CUT STRUCTURAL MEMBERS WITHOUT APPROVAL BY THE CONSTRUCTION TERMINALS, ETC., FOR CONNECTION OF GROUND WIRE IN ALL DISTRIBUTION DWG - DRAWING P. - POLE MANAGER. WHERE PENETRATIONS ARE NECESSARY THROUGH THE ROOF, PROVIDE EQUIPMENT, OUTLETS, JUNCTION BOXES, AND UTILIZATION EQUIPMENT. TERMINATE EMT - ELECTRICAL METALLIC TUBING PVC - POLYVINYL CHLORIDE ALL NECESSARY CURBS, SLEEVES, SHIELDS, FLASHING, FITTINGS, AND CAULKING TO WITH LUGS OR COMPRESSION TERMINALS. CONDUCTORS LOOPED UNDER BOLTS OR FSS - FUSED SAFETY SWITCH RGS - RIGID GALVANIZED STEEL LL THE CRBS, ABSOLUTELY SLY WATERTIGHT. SCREWS WILL NOT BE ACCEPTABLE. GFI - GROUND FAULT INTERRUPTING SPST - SINGLE POLE, SINGLE THROW GRD - GROUND TYP. - TYPICAL ELECTRICAL WORK UNDER OTHER DIVISIONS C. GROUND RODS WHEN NEEDED SHALL BE STEEL, COPPER CLAD 5/8" DIAMETER KVA - KILOVOLT-AMPERES V - VOLTHERPROOF A. IN GENERAL POWER WIRING FOR SYSTEMS ARE INCLUDED UNDER THIS BY TEN FEET LONG. GROUND ROD SHIELDS TO BE PROVIDED FO DRIVING RODS. MCB - MAIN CIRCUIT BREAKER 0 - PHASE SPECIFICATION. CAREFULLY REVIEW THE CONTRACT DOCUMENTS AND D. PRIOR TO INSTALLATION OF THE GROUNDING SYSTEM, THE EARTH RESISTIVITY COORDINATE THE ELECTRICAL WORK TO BE PERFORMED UNDER THE SHALL BE MEASURED USING WENNER FOUR TERMINAL METHOD. REPORTS OF THE OTHER DIVISIONS. MEASURED RESISTIVITY MUST BE SUBMITTED TO THE CONSTRUCTION MANAGER. E. THE MAXIMUM RESISTANCE OF THE COMPLETED GROUNDING SYSTEM SHALL NOT FROM SOURCE 313/0 AWG IN 2"C GUARANTEE EXCEED 5 OHMS ON ANY PART OF THE SYSTEM. IF DUE TO SOIL OR OTHER A. GUARANTEE THE ELECTRICAL SYSTEM INSTALLED BY THE CONTRACTOR FREE PARAMETERS THIS MAXIMUM VALUE IS EXCEEDED, CONDITIONS CONTACT THE 120/240V, 10, 3W ENGINEER FOR ADDITIONAL INSTRUCTIONS. _ MP SERVICE SWITCH _ FROM ALL MECHANICAL AND ELECTRICAL DEFECTS FOR THE PERIOD OF ONE 2P, 200A FUSED SWITCH, YEAR BEGINNING FROM THE DAY OF FINAL ACCEPTANCE OF THE WORK OR F. GROUND BAR PLATES ARE TO BE MANUFACTURED EXACTLY AS DETAILED AND FUSED AT 200A BENEFICIAL OCCUPANCY BY THE OWNER, WHICHEVER OCCURS FIRST. DIMENSIONED. LOCATED ON E%ISTIN B. UPON RECEIPT OF NOTICE FROM THE OWNER OF FAILURE OF ANY PART OF THE UTILITY RACK ZEPHYRHILLS ELECTRICAL INSTALLATION DURING THE GUARANTEE PERIOD, NEW REPLACEMENT G. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL PARTS SHALL BE FURNISHED AND INSTALLED PROMPTLY AT NO COST TO THE H. ALL BARE COPPER SURFACES SHALL BE COATED PRIOR TO LUGGING. JOINT 12'x26' SHELTER OWNER COMPOUND SHALL BE KOPR-SHIELD BY THOMAS & BETTS. CONDUIT AND FITTINGS I. CONNECTION OF CONDUCTORS BELOW GRADE TO GROUND RODS, GROUND RINGS, GROUND WELL, ETC., SHALL BE EXOTHERMIC TYPE WELDING CONNECTIONS 120/240V 20/240V ATS MTS PANEL20/240V A. MINIMUM CONDUIT SIZE SHALL BE 3/4". (UNLESS OTHERWISE INDICATED) "CADWELD" EXCEPT TO GROUND RODS WHICH SHALL USE TEE TYPE. 10, 3W 10, 3W 10, OW GROUND; #2 AWG 200A 20DA 200A B. SUPPORT ALL CONDUIT NOT EMBEDDED IN CONCRETE OR MASONRY SO THAT J. CONNECTION OF CONDUCTORS ABOVE GRADE TO METALLIC OBJECTS OR IN = / / N529 STRAIN IS NOT TRANSMITTED TO OUTLET BOXES AND PULL BOXES, ETC. HANDHOLES SHALL BE WITH PRESSURE TYPE CRIMP CONNECTORS, BOLTED 3/3/0 AWG& I#4GRD IN 2"C WIRED BY SUPPORTS TO BE SUFFlGIENTLY RIGID TO PREVENT DISTORTION OF CONDUITS CLAMPS, OR SPLIT BOLT CONNECTIONS WITH SOLID BRONZE HARDWARE. CADMIUM FACTORY DURING WIRE PULLING. PLATED STEEL HARDWARE IS NOT ACCEPTABLE. CONNECTIONS TO INTERIOR HALO C. ALUMINUM CONDUIT IS PROHIBITED. GROUND RING SHALL BE WITH 'C' CLAMPS. SOLID TO SOLID AND STRANDED CONDUCTORS REQUIRES TWO (2) CLAMPS. ALL 'C' CLAMPS REQUIRE INSTALLATION D. ALL CONDUITS SHALL BE GALVANIZED ELECTRICAL METALLIC TUBING (EMT), WITH THE CORRECT HYDRAULIC CLAMP TOOL. PVC, OR RIGID GALVANIZED STEEL (EXTERIOR EXPOSED) Cj �� COLORATION E. EMT CONDUIT FITTINGS SHALL BE FERROUS COMPRESSION TYPE. SUPPORTS, HANGERS AND FOUNDATIONS 200A WIRED BY F. IN DAMP OR WET LOCATIONS USE FLEXIBLE, LIQUID-TIGHT METAL CONDUIT A. PROVIDE ALL SUPPORTS, HANGERS, BRACES, ATTACHMENTS, AND FOUNDATIONS FACTORY WITH APPROVED FITTINGS. REQUIRED FOR THE WORK_ SUPPORT AND SET THE WORK IN A THOROUGHLY COORDINATION SUBSTANTIAL AND WORKMANLIKE MANNER WITHOUT PLACING STRAINS ON THE MATERIALS, EQUIPMENT, OR THE BUILDING STRUCTURE. PROPANE GENERATOR A.COORDINATE THE WORK OF POWER,GROUNDING AND TELCO AT 12O/24OV,1O,3W EQUIPMENT WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN. B. SUPPORTS, HANGERS, BRACES AND ATTACHMENTS SHALL BE STANDARD 45KW GENERATOR PLUG ELECTRICAL FINAL TERMINATIONS TO BE AT THE DIRECTION OF THE AS-BUILT MANUFACTURED ITEMS OR FABRICATED STRUCTURAL STEEL SHAPES. GENERATOR FRAME BOND; 4 WiRE,0V, 3 POLE SPECIFICATIONS EQUIPMENT SUPPLIER. 4 WIRE, 200A B. PRIOR TO BEGINNING WORK CONTRACTOR SHALL COORDINATE ALL POWER #2AWG PROVIDED WITH SHELTER & TELCO WITH THE LOCAL UTILITY COMPANY AS IT MAY APPLY TO THIS A. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE CONSTRUCTION MANAGER SITE. ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THE AS-BUILT" DRAWINGS FOR CHANGES OR DEVIATIONS FROM CONTRACT DRAWINGS 3/3/0 AWG&1/4GRD IN 2"C UTILITIES INVOLVED. TO THE FOLLOWING: 1. SOURCE, ORIGIN, AND/OR ROUTING OF MAIN FEEDERS ALL EQUIPMENT IN BOX IS PROVIDED WIRES AND CABLES (600 VOLTS) ONE-LINE DIAGRAM AND WIRED BY SHELTER MANUFACTURER E-1 A. BUILDING WIRE, UNLESS OTHERWISE INDICATED SHALL BE 600 VOLTS, TYPE 2.LOCATION OF MAJOR PIECES OF DISTRIBUTION EQUIPMENT THHN-THWN INSULATION. CONDUCTORS SHALL BE SIZED AND RUN AS INDICATED SUCH AS KILOWATTHOUR METER AND MAIN FEEDER NOT TO SCALE CONDUCTORS SHALL BE SOFT DRAWN COPPER OF NOT LESS THAN 98% OVERCURRENT DEVICES NOTE: ADDITIONAL GENERATOR CONDUITS ARE SHOWN ON E2 FOR CONTROLS AND ALARMS I CONDUCTIVITY. D , B rY.SLAB GENERAL STRUCTURAL NOTES: 3/4" CHAMFER (TYP) G •'' EL. 123' A * SEE SOIL COMPACTED NOTE 8 THIS SHEET E U1. DESIGN: '�•' '� ''• r • ' PERIMETER 2010 FLORIDA BUILDING CODE 7022 TPC DRIVE :.•� '• ''. 3 STIRRUP ® 18" O.C. W/ CLOSED HOOK 0 135 DEC F BEAM WIND LOADS (ASCE 7-10) SUITE 5000 J ULTIMATE WIND SPEED = 170 MPH ORLANDO, FL 32822 +• ° '.!'.: ' i :' (2) 5 BAR CONT. (TOP AND BOTTOM TYP.) NOMINAL WIND SPEED = 132 MPH • - , .e': Y: :f•' MAINTAIN MINIMUM 2" COVER ON ALL REINFORCEMENT RISK CATEGORY II '° WIND EXPOSURE = C ... PROPOSED GRAVEL WITH WEED 2. STRUCTURAL STEEL: ' = CLOTH (RESTORE ADJACENT GRADE d• v' TO EQUAL OR BETTER COND.) _ MATERIAL: C I B V . SECTION B B STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A36 GRADE. TE NOLOGIES . . "P:!•;•'° B STRUCTURAL TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE FLORIDA LICENSE NO EB0004898 1• '• ;''i N.T.S. B.STD PIPE AND TUBING SHALL CONFORM TO ASTM A53 AND SHALL KCI TECHNOLOGIES,INC. ° BE SCHEDULE 40 UNLESS OTHERWISE NOTED. 10401 HIGHLAND MANOR DRIVE ''. ' CONNECTIONS. SUITE 120 PROPOSED A B C D E F C I H j DESIGN SHALL CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION. TAMPA,FLORIDA 33610 i•.:y, 4 ,a:• SHELTER I I WELDING: (813)740-2300 F N ATI 1'-6"1'-6 11'-8"26'-0" 2' 1' 0" FIBER MESH L. 124-6" NAVD 881 SHALL BE DONE BY AN AWS CERTIFIED WELDER AND IN COMPLIANCE WITH AWS 01.1. ALL WELDS SIZES SHALL BE THE MAXIMUM ENGINEER: - ALLOWED BY MATERIAL BEING WELDED WITH E70XX a *VERIFY T.O. FOUNDATION ELEVATION WITH SHELTER DRAWINGS. THE ELECTRODES. \\\\\\111111111111f1////// • • REFER TO MANUFACTURES SHELTER DRAWINGS FOR SHELTER TO FOUNDATION ATTACHMENT DETAILS \\\\\\ \r S ///'''� SHELTER FOUNDATION DETAILS BOLA32TS: 5-X, SIZE AS SHOWN ON DRAWINGS. �c.�•V•''•" ...••.� ''%� r► B NTS S STRUCTURAL SLAB: \� \CENSF -y� I CONCRETE: ••C CONCRETE FOR THE SLAB SHALL HAVE A MINIMUM 28 DAY No. 56545 T.O. COMPRESSIVE STRENGTH OF 3500 PSI, AND A MAXIMUM W/C OF 0.45. _ ' SLAB PEAROCK AGGREGATE MIX SHALL NOT BE USED. * _ •°' •A; PROPOSED A B C D E F •'...��. F FIBER REINFORCEMENT: CONC. 2" 12 4' 4' FIBER MESH EL.124'N B rq r `! USE ONLY 100% VIRGIN STATE OF LANDING AVD 88 REPROCESSED OLEFIN MAOTERPA OPYAPPLICATDIONIBPER COUBIC I YARD SHALL LP CONC. f •:,ti ,�ti'•'..'.•�' 1 SLAB 4" 12" 2.2' 10.5' FIBER MESH EL.124'NAVD 88 3/4" E PROPOSED•GRAVEL WITH WEED- EQUAL 01% (1.5 LBS) BY VOLUME. % �T•••• ,C P,.'•• \\� •, ''� •.'-_• ":� ... :; `. GENRATOR 4" 12"' 8' 10' FIBER MESH 'NAVD88 CHAMFER CLOTH (RESTORE ADJACENT GRADE �i��� COR10 EL.124 ss/•••...••• SLAB (TYP) TO EQUAL OR BETTER COND.) 3. HOT DIP GALVANIZE ALL STRUCTURAL STEEL. TOUCH UP ALL FIELD WELDS AND // ON :',�, ", •,. '' " y ABRADED AREAS WITH TWO COATS OF GALVANIZED PAINT, ///////// \•\�1 CONDUIT STUB UP AREA ; I 11111IIII S E C TI O N B-B 4. CONTRACTOR / STEEL FABRICATOR; ERIC S.KOHL,P.E.LICENSE NO.56545 ..:� • �. VERIFY ALL DIMENSIONS AND EXISTING SITE CONDITION BEFORE ANY STEEL KCI TECHNOLOGIES .'•.`: .. N.T.S. FABRICATION. CARE SHALL BE TAKEN BY THE CONTRACTOR TO VERIFY AND LOCATE ANY EXISTING OBSTRUCTIONS THAT MAY INTERFERE WITH THE �: „ CONCRETE SLAB PLACEMENT OF THE ANTENNAS. IF ANY CONFLICTS EXIST, THE CONTRACTOR 2-J" �� ::' N.T.S. SHALL NOTIFY THE ENGINEER AND SUBMIT ANY PROPOSED CHANGES TO .c i.' .:.•t i.N..: THE ENGINEER FOR APPROVAL DATE CONTRACTOR / STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE • . TIE DOWN REQUIREMENTS `"" '•' •` PLATE CONSTRUCTION. IN ACCORDANCE TO THE AISC MANUAL OF STEEL BUILDING DISTANCE REOUIR WALL BUILDING FLOOR ` 6. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS NOTE: B .. WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT ° r , TOP OF UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. ALL GENERATOR CONDUITS STUB UP THROUGH 0 0 o TIE DOWN-y . FOUNDATION 7. CONTRACTOR / STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS CONCRETE PAD AS SHOWN PLATE REQUIRED TO PREVENT RAINWATER INTRUSION. ° ° ° 8. EXISTING VEGETATION. DEBRIS, ORGANIC AND DELETERIOUS MATERIALS SHALL BE GENERATOR FOUNDATION . REMOVED FROM BELOW THE CONCRETE PAD / FOOTINGS. SOIL WITHIN A METAL ENCLOSURE d° MINIMUM OF 2 FEET BELOW THE BOTTOM OF THE PAD / FOOTINGS SHALL BE COMPACTED TO 98% OF THE MAXIMUM DRY DENSITY PER THE MODIFIED 000 NOTE: PROCTOR TEST (ASTM 01557). oDo TIE DOWN PLATE AND ANCHOR BOLTS 9. ADEQUATE DRAINAGE SHALL BE PROVIDED SUCH THAT NO STANDING WATER IS ZEPHYRHILLS 000 (QUANTITY & SIZE) PER SHELTER ALLOWED ON THE SLAB AND WASHOUT BENEATH THE SLAB IS PREVENTED. 0o m MANUFACURER RECOMMENDATIONS ATTACH WITH (6) DIA HIL11 HY150 00o SHELTER TIE-DOWN DETAIL 1 O CONDITION _OR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER ;...:.-:.: EPDXY ANCHORS WITH o00 4" MIN. EMBEDMENT o0o N.T.S. 11. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE 2" UNLESS NOTED INTO CONCRETE SLAB OTHERWISE. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH N529 (TOTAL OF 4) SHALL HAVE A MINIMUM CONCRETE COVER OF 3". 4 REBAR ® 12" O.C. SHELTER •� ''a' EACH DIRECTION. WALL 12. DESIGN BEARING PRESSURE: 2,500 psf. SOIL CLASSIFICATION: FOOTING TO BE CONCRETE SLAB • 4'-0" x 4'-0" x 6" SHELTER SUPPORTED BY AT LEAST 4'-0" OF WELL COMPACTED SOIL. SEE NOTE 8. \ \ ,\ •,\ .\ .\ .\ \�� CONCRETE STOOP. T FLOOR 3/4" 45' CHAMFER SLOPE 1/4" PER FT. +I GENERATOR ATTACHMENT DETAIL (T�> FLOOD ZONE INFORMATION COLOCATION N.T.S. I la I I=1 • a COMMUNITY PANEL SUFFIX DATE OF FIRM FIRM BASE FLOOD =III=III-_ __ _ NUMBER NUMBER ZONE ELEVATION SHELTER & GENERATOR 6" MIN. DEPTH OF GRAVEL I -III-IIIIIII I -III-III=I I SHELTER FOUNDATION DETAILS BENEATH CONCRETE STOOP. I I II II I II I II I III—III-I �I a FOUNDATION REFER PREFORMED EXPANSION JOINT ITIIII I III : TO DETAIL 3/D-1 MATERIAL BETWEEN SHELTER FOUNDATION AND STOOP. SHELTER STOOP DETAIL S-1 N.T.S. f4J?RIS 7022 TPC DRIVE SUITE 5000 ORLANDO, FL 32822 ICI �TE OLO S FLORIDA LICENSE NO.: E00004898 KCI TECHNOLOGIES,INC. 10401 HIGHLAND MANOR DRIVE SUITE 120 TAMPA,FLORIDA 33610 (813)740-2300 ENGINEER: 7r-O' \\\11111111111111IIIIIIIII/J/j�//i REMOVE E10511NG BBRIRi, Y SD \\��``Q�� S• k ''%. END POST AND CONSS7INC OF 2 ALA \\\� ` •• New a DD oATe 5 R ND E �IGH7 � ,•• \CENS POST �•' •` No. 56545 v ' STATE OF MATCH DOSTNG ////i////�C1�%O•••... •�' \�\\\\\\` J 11111111 HH PROD ERI .KOHL,P.E.LICEN ENO.56545 KCI TECHNOLOGIES 150! X41 50 2'X 4 .. UPRR,f1T ALUM BOTTOM RAIL - a PROPO".,ED FOWER TYP.FOR 4: NEW 4"O.D.CENTER EXISTING FOOTER(TSP.) NEW GATE MID CENTER POSTS) POST 3000 PSI CONTRETE SINGLE-LEAF 12' GATE ELEVATION SWING GATE AND ROLLING GATE SECTIONS EXISTING 12' ROLLING GATE ELEVATION TO BE SECURLY LOCKED TO CENTER POST NOT TO SCALE USING DAISY-CHAIN LOCKING SYSTEM. NOT TO SCALE ZEPHYRHILLS NOTES: 1.12 SINGLE-LEAF SWING GATE PROVIDED BY MASTER-HALCO OR APPROVED EQUAL. 2.ALL HARDWARE COMPONENTS PROVIDED BY MANUFACTURER. N529 3.HARDWARE MAY VARY. 4.CHAIN LINK COMPONENTS TO MATCH EXISTING FEATURES.. 5.COORDINATE WITH HARRIS CORP. CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION. COLOCATION FENCE DETAIL FENCE DETAILS C-6 V1J?R/S 7022 TPC DRIVE SUITE 5000 ORLANDO, FL 32822 1 c I TROLOGIES FLORIDA LICENSE NO.: E60004898 KCI TECHNOLOGIES,INC. 10401 HIGHLAND MANOR DRIVE SUITE 120 2 y ., . TAMPA,FLORIDA 33610 HARRIS HARRIS (813)740.2300 23i<A10F36� 6DSEA10FSEL1 ENGINEER: 285 RX 1"_5 Txp _5 N5292ephyrhills ()O()OK J Self- Viev;from \\\\\\111llllllllllll//////��////// Support Revlson a�11I14 tnSltle Left Right 000000 - - --- --_- ______ ! A/f (y TOWER OWNER;Crown Castle ��•�•`v E'V`O •O SITE$.N528 SI-leltet 000000 \ 250' TWR REG$1011861 No. 56545 • Let:N 28-13-40.6 = _.__.._____._-_ .._...__...._.._. ._.. _.._..__._..._._.._.,. Long.W 8219.15.6 NAC 83 )f 7� ONLY HARRIS ANTENNAS SHOWN •. STATE OF :/�' OTHER LEASEES NOT SHOWN �O•.• NOTES: �// •••••.�•\L OR1�P••••• 200' I A NTENNAS ION5 SHOWN ARE FOR LOAD Leg 1 Leg 1 2.JTF TX LINEIS 15R• //� ��� \ 3.JTF RX LINE IS 7/8• //////IIIIIIIII �\ 4 JIF MW USES EW65 5.STATE FLORIDA JTF B00 MHZ ERIC S.KOHL,P.E.LICENSE NO.56545 ANTENNAS MUST BEAT TOP OF KCI TECHNOLOGIES TOWER FOR OMNI-DIRECTIONAL PATTERN 6.JTF TWIST AND VNAY OFN-1.1 150 �, DEG AT MICROWAVE ANTENNA MOUNTING POI NT AT RATED WIND - - - SPEED 7.800 MHZ ANTENNA MOUNTS ARE INCLUDED WITH TOWER AND MUST PROVIDE 81 MINIMUM SPACING FROM - - TOWER AND OTHER ANTENNAS O __..__. ._____._... ___..__. _-----__.-_.._..._. _._,_____.__._... B.WAVEGUICE LADDER WITH 7/16• O .. .:: HOLE MUST EXTEND TO TOP OF O TOWER O O 9.ANTENNA HIS SUBJECT TO O 100' 5" CHANGE O HARRIS PACE-65E 0 t- hang c?y µ'+1Q -- O O, _._. N p. 4 1 - - -r- - - I 50' -. ZEPHYRHILLS 3 2 Leg 3 Leg 2 0' N529 2 3 4 1 450 135° 2250 3150 45° COLOCATION TOWER LOADING DIAGRAM PLUMBING DIAGRAM - - - ANTENNA PLUMBING DIAGRAM C-5 _%` TOP HIGHEST APPURTENANCE ELE V. 305' AGL I Jflf5 7022 TPC DRIVE TOP OF IOWLR PROPOSED(1)ATSBTMAIO ANTENNA SUITE 5000 ELEV = 285• AGL PROPOSED(I)DSS,1 6U-D ANTENNA ORLANDO, FL 32822 •T ELEV. - 285 AZ.- 0'.D' CL 205' EXISTING ANTENNAS - T FLORIDA LICENSE NO.: EB0004898 KC TECHNOLOGIES,INC. 10401 HIGHLAND MANOR DRIVE SUITE 120 TAMPA,FLORIDA 33610 (813)740-2300 1 ! ENGINEER: CL 227' EXISTING ANTENNAS \\\\\\\1\11111111�I`I 111JJJJJ�J////// INSTALL NEW 18'WADE CL 275' EXISTING aNTEn'NAS \��` 'L�CEN$F'••'S'` �% I CABLE LADDER,RUNG ` GI SPACING-3-0•. No. 56545 CL 203 EXISTING ANTENNAS / CL 194' EXISTING ANTENNAS -o ••• STATE OF CL ,85' EXISTING MW ANTENNA i CL 177' EXISTING ANTENNAS M ////J JJJIIIIIIftt�IF11�� ` OUNLASTINGSTEEL PLATFORMS ERIC S.KOHL,P.E.LIC NSE NO.56545 MOUNTED To TOWER FACE I KCI TECHNOLOGIES PROPOSED WAVEGUIDE BRIDGE PROPOSED EQUIPMENT I DATE SHELTER _ I OPOSED COAX TO EASS EEL ALONG II I I TO PLA LADM DER TO NEW CABLE LADDER PROPOSED PADB-55AC MICROWAVE ANTENNA ____ ZEPHYRHILLS COAX CABLE DETAIL NOT TO SCALE N529 STRUCTURAL NOTES INSTALL NEW IB•WIDE SPACING-3" RUNG COLOCATION 1. STRUCTURAL CALCULATIONS PREPARED BY OTHERS. CONTRACTOR TO COORDINATE WITH PM TO OBTAIN COPY. 2. CONTRACTOR TO REFER TO TOWER TOWER ELEVATION STRUCTURAL ADD ONAL LOADS. D NOERECTION NS & DETAILS OR MODIFICATION OF THE TOWER SHALL BE MADE WffHOUT APPROVAL OF STRUCTURAL ENGINEER. C-4 TOWER ELEVATION NOT TO SCALE fA`_Rms 11 r-i 7022 TPC DRIVE LL BOLLARD WITH 3000 SUITE 5000 PSI CONCRETE.(TYP.) ORLANDO, FL 32822 AINT BOLLARDKCI 1RAFFlC Yf]lOW. TFCENOLOf�S EXISTING FLORIDA LICENSE NO.: EB0004898 ELECOM KCI TECHNOLOGIES,INC. 5EILDING ❑ 10401 HIGHLAND MANOR DRIVE (VRIZON) ❑ 6"o GALV. STEEL PIPE SUITE 120 eaLLARD ') TAMPA,FLORIDA 33610 (813)740-2300 ENGINEER:H [ J cz "a GROUND LEVEL \\\\���G •S'•�• kO///// + v� EXISTING NEMA TELCO it Iiiiiii-i i-_ e\\\ • •��CiE�VS�°•.�i//e�i EXISTING EQUIPMENT ONE © BOX 1=III III I I!I-1 No. 56545 PAD (METRO-POT =II-i I IIII -III= • _ o IIII III LEAN BACKFlLL • •: STATE OF DRAIN ++ SELr ExISTNG SUPPORT TOWER M =111. H .• - BOLLARDS ARE TO BE SET i Q••'•, _ • +• - III IN CIRCULAR CONCRETE ��i ••.! CORI�P'• • \��� FOOTINGS USING 3000 // •.°,,,. O + ,fl ___ + PROPOSED CABLE - - P.S.I. CONCRETE /// S y�\\\ LADDER UP TOWER III ///////�//q%OIIIIIIII• ��\\\`\ '° -III�• �• .•• IIII w\\l� EXISTING ' - I ERIC S.KOHL,P.E.LICENSENO.56545 + EQUIPMEN- =III III=III II KCI TECHNOLOGIES L_] EXISTING EQUIPMENT ON PAD EXI`_;TING T-MOBII_C P R_: ON PAD (T-MOBILE) (SPR'.NT; EXISTING T-MOBILE EQUIPMENT METER & DISCONNECT BOLLARD DETAIL SHETLER NOT TO SCALE LII DATE NEXTEL) EXIMETSTING ER &SPRINT EXISTING CONCRETE EX. GEM. PAD ON PAD fir,, IJ PROPOSED HARRIS CORP. o METER. DISCONNECT & NEMA TELCO BOX MOUNTED ON EXISTING / + + H—FRAME (SEE DETAIL, SHT. GRAVEL E-2A) COMPOUND + STOOP PROPOSED -.� EXISTING METER WAVEGUIDE BOARD BRIDGE _ EXISTING EQUIPMENT PROPOSED IIJ SHELTER 12'X26' ZEPHYRHILLS (NEXTEL) 8-0' SHELTER EXISTING CONCRETE PROPOSED BOLLARDS TRASH BINS (TYPICAL OF 8) EXISTING PALM TREE TO REMAIN N529 REPOSITION EXISTING 4'-0' 12' SLIDING GATE c o 0 O 0 PROPOSED 12 SINGLE-LEAF SWING GATE BY MASTER-HALLO I o OR APPROVED EQUIVALENT EXISTING PALM TREE111i�o O o _ — II o (SEE SHEET C-6) TO BE REMOVED 1 � I iq � �q COLOCATION (TYP. OF 2) I�r ���Id EXISTING ELECTRIC i SWITCH BLOCK W/LOAD s TAPS ,'_�.,., 10' NO SPARK RADIUS \ / a o \ ❑ EXISTING TELco PED DETAILED SITE EXISTING POWER POLE PLAN PROPOSED 1,000 GAL. m EXISTING 6' i., CHAIN LINK FENCE PROPANE TANKON RE a7'—O' #45407 2.2'x10.5' CONCRETE SLAB PROPOSED 45KW EXISTING TELCO PROPANE GENERATOR CABINET ON CONCRETE ON 8'x10' CONCRETE SLAB PAD C_3 SITE PLAN SCALE: 1/16-= 1'-0" GENERAL NOTES STRUCTURAL NOTES UTILITIES PAINTING f ,1 1. ALL REFERENCES TO OWNER HEREIN SHALL BE 1. DESIGN REQUIREMENTS PER LOCAL BUILDING CODE AND 1. CONTRACTOR SHALL CONTACT A SUBSURFACE UTILITY 1. CONTRACTOR TO COORDINATE PAINTING REQUIREMENTS CONSTRUED TO MEAN TOWER OWNER OR IT'S THE E1A/TIA-222-G STRUCTURAL STANDARDS FOR LOCATOR FOR LOCATION OF EXISTING UTILITIES PRIOR TO WITH OWNER. DESIGNATED REPRESENTATIVE. STEEL ANTENNAS TOWERS AND SUPPORTING COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. 7022 TPC DRIVE 2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE STRUCTURES. LOCATION OF EXISTING SEWER, WATER LINES, GAS LINES, 2. PAINT COLORS SHALL BE SELECTED TO MATCH EXISTING SUITE 5000 COMPLETED UNLESS NOTED OTHERWISE. THE 2. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST CONDUITS OR OTHER STRUCTURES ACROSS, UNDERNEATH. COLORS AND TEXTURES. ORLANDO, FL 32822 CONTRACTOR MUST HAVE CONSIDERABLE EXPERIENCE EDITION OF A.I.S.C. SPECIFICATIONS FOR STRUCTURAL OR OTHERWISE ALONG THE LINE OF PROPOSED WORK ARE IN PERFORMANCE OF WORK SIMILAR TO THAT STEEL BUILDINGS-ALLOWABLE STRESS DESIGN AND NOT NECESSARILY SHOWN ON THE PLANS, AND IF SHOWN 3. PROVIDE THE BEST QUALITY GRADE OF COATINGS AS DESCRIBED HEREIN. BY ACCEPTANCE OF THIS PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE ARE ONLY APPROXIMATELY CORRECT. CONTRACTOR REGULARLY MANUFACTURED BY APPROVED PAINT MATERIAL ASSIGNMENT, THE CONTRACTOR IS ATTESTING THAT HE A.I.S.C. CODE OF STANDARD PRACTICE. ASSUMES SOLE RESPONSIBILITY FOR VERIFYING LOCATION MANUFACTURERS. MATERIALS NOT DISPLAYING THE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY. 3. STRUCTURAL STEEL PLATES AND SHAPES SHALL AND ELEVATION OF ALL UNDERGROUND UTILITIES MANUFACTURER'S IDENTIFICATION AS A STANDARD, THAT HE IS KNOWLEDGEABLE OF THE WORK TO BE CONFORM TO ASTM A36. ALL STRUCTURAL STEEL PIPES (INCLUDING TEST PITS BY HAND IF NECESSARY) IN AREAS BEST-GRADE PRODUCT WILL NOT BE ACCEPTABLE. PERFORMED AND THAT HE IS LICENSED AND SHALL CONFORM TO ASTM A53 GRADE 8. ALL OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT FLORIDA LICENSE NO.: EB0004898 PROPERLY REGISTERED TO DO THIS WORK IN THE STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS 4. PROVIDE UNDERCOAT PAINT PRODUCED BY THE SAME TECHNOLOGIES,INC. KCI STATE AND/OR COUNTY IN WHICH IT IS TO BE A500 GRADE 8. ALL STRUCTURAL STEEL COMPONENTS DIFFERENT FROM THAT SHOWN ON THE PLANS, OR IF MANUFACTURER AS THE FINISH COATS. USE ONLY 10401 HIGHAND MANOR DRIVE PERFORMED. AND FABRICATED ASSEMBLIES SHALL BE HOT DIP THERE APPEARS TO BE A CONFLICT. THINNERS APPROVED BY THE PAINT MANUFACTURER AND 3. UNLESS SHOWN OR NOTED OTHERWISE ON THE GALVANIZED AFTER FABRICATION. USE ONLY WITHIN RECOMMENDED LIMITS. SUITE 120 CONTRACT DRAWINGS, OR IN THE SPECIFICATIONS, THE 4. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN 2. CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS TAMPA,FLORIDA 33610 FOLLOWING NOTES SHALL APPLY TO THE MATERIALS WELDING SOCIETY (AWS) D.1.1-96. STRUCTURAL WELDING WITH APPROPRIATE UTILITY OWNERS AND CONSTRUCTION 5. COMPLETELY COVER TO PROVIDE AN OPAQUE, SMOOTH (813)740-2300 LISTED HEREIN, AND TO THE PROCEDURES TO BE CODE-STEEL WELD ELECTRODES SHALL BE E70XX. MANAGER. SURFACE OF UNIFORM FINISH, COLOR, APPEARANCE, AND USED ON THIS PROJECT. 5. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER COVERAGE. CLOUDINESS, SPOTTINGS, HOLIDAYS, LAPS, ENGINEER: 4. ALL HARDWARE ASSEMBLY MANUFACTURER'S EQUIPMENT SHALL BE AS SPECIFIED BY THE OWNER AND 3. DAMAGE BY THE CONTRACTOR TO UTILITIES OR PROPERTY BRUSH MARKS, RUNS, SAGS, ROPINESS, OR OTHER INSTRUCTIONS SHALL BE FOLLOWED EXACTLY AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. OF OTHERS, INCLUDING EXISTING PAVEMENT AND OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. 11111111111 Illl/1���/ SHALL SUPERCEDE ANY CONFLICTING NOTES ENCLOSED THE CONTRACTOR SHALL FURNISH ALL CONNECTION SURFACES DISTURBED BY THE CONTRACTOR DURING C S. HEREIN. HARDWARE REQUIRED TO SECURE THE CABLES. CONSTRUCTION SHALL BE REPAIRED TO PRE CONSTRUCTION FERROUS METALS 5. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO CONNECTION HARDWARE SHALL BE STAINLESS STEEL. CONDITIONS BY THE CONTRACTOR AT NO ADDITIONAL COST SHOP PRIMED .•°�\CENS• 'S' �% DETERMINE ERECTION PROCEDURE AND SEQUENCE TO 6. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE TO THE CLIENT. FOR GRASSED AREAS, SEED AND MULCH TOUCH-UP COAT - RED OXIDE METAL PRIMER • F• ° INSURE THE SAFETY OF THE STRUCTURE AND ITS NORTH. CONTRACTOR SHALL VERIFY NORTH AND INFORM SHALL BE ACCEPTABLE.. FINISH COATS - SEMI-GLOSS-ALKYD ENAMEL COMPONENT PARTS DURING ERECTION AND/OR FIELD OWNER OF ANY DISCREPANCY BEFORE STARTING _ No. 56545 MODIFICATIONS. THIS INCLUDES, BUT IS NOT LIMITED CONSTRUCTION. 4. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, 7. ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND THE REQUIREMENTS FOR AND LIMITS OF OVERHEAD AND/OR = •* * - GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF UNDERGROUND ELECTRICAL SERVICE. TOWER OWNER CONSTRUCTION REQUIREMENTS MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE ACI 318 AND AC1 301, AND SHALL HAVE A 28 DAY PROPERTY OF THE CONTRACTOR AFTER COMPLETION MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI (U.O.N.). 5. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF 'O STATE OF ;• OF THE PROJECT. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED NEW UNDERGROUND TELEPHONE SERVICE WITH THECONDITIONS �O�°•, 6. ALL DIMENSIONS, ELEVATIONS AND EXISTING SOIL UNLESS OTHERWISE NOTED. MINIMUM CONCRETE TELEPHONE UTILITY AND THE OWNER'S REQUIREMENTS. �`�,�'•FLOR��P°'• ���ON THE DRAWINGS SHALL BE COVER SHALL BE 3 DED NTRACTOR WILL BE D SIGN FIELDING AGIEDCBWP TTHE OR CONTRO ACTOR AND THE 8. GRADE ALL 180�DE DEFORMEDRCING STEEL BHLLETSHALL ONFORM STEEL BARSES UNLESS RO ASTM 615 WELD D WIRE 6. ALL TES UNDERGROUND ED SATISFACTORY UTILITIES SHALL BE INSTALLED AND PRIOR TO COMMENCING ANY PAVING WISE NOTED. 1 RETURN AC�OPY OF AN AWARD LETQTEIRE FOR TOWER OWERTEST AND //i/////////S�,/O•• •° �J\\\� ORDERING, FABRICATION OR CONSTRUCTION WORK ON FABRIC REINFORCING SHALL CONFORM TO ASTM A165. OPERATIONS WHERE SUCH UTILITIES ARE WITHIN THE LIMITS 2. CONTRACTOR WILL BE REQUIRED TO PROVIDE PROOF OF OWNER'S FILE. 9. THE FABRICATION AND ERECT10N OF STRUCTURAL STEEL OF PAVEMENT. L P.E. THIS PROJECT. ANY DISCREPANCIES SHALL BE LICENSE TO PERFORM WORK IN JURISDICTION AT TIME OF ERIC S.KOHL,P.E.LICENSE NO.56545 IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SHALL CONFORM TO THE LATEST A.I.S.C. BID AWARD. KCI TECHNOLOGIES OWNER AND THE OWNER'S ENGINEER. THE SPECIFICATIONS. 3. CONTRACTOR WILL PROVIDE A CONSTRUCTION SCHEDULE DISCREPANCIES MUST BE RESOLVED BEFORE THE 10. ALL CONNECTIONS NOT FULLY DETAILED ON THESE PRIOR TO CONSTRUCTION STARTING A JD WILL PROVIDE CONTRACTOR IS TO PROCEED WITH THE WORK. THE PLANS SHALL BE DETAILED BY THE STEEL FABRICATOR GRADING UPDATE/CHANGES (WITH EXPLANATIONS) TO THAT CONTRACT DOCUMENTS DO NOT INDICATE THE METHOD IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS. 11. HOT-DIP GALVANIZE ITEMS SPECIFIED TO BE SCHEDULE WHEN/IF ITEMS ARE DELAYED OR PUSHED OUT. OF CONSTRUCTION. THE CONTRACTOR SHALL ZINC-COATED. 4. CONTRACTOR WILL BE RESPONSIBLE FOR ALL CONCRETE - . AFTER FABRICATION WHERE PRACTICAL. SUPERVISE AND DIRECT THE WORK AND SHALL BE THE E CONTRACTOR SHALL REWORK (DRY, SCARIFY, ETC...) COMPRESSIVE TESTING AND REQUIRED TO SUBMIT FINAL SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, GALVANIZING: ASTM A 123, ASTM A 153/A 153M OR ALL MATERIAL NOT SUITABLE FOR SUB GRADE IN ITS TEST RESULTS WITH CLOSE OUT BOOK. METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, ASTM A 653/A 653M, G90, AS APPLICABLE. PRESENT STATE. IF THE MATERIAL, AFTER REWORKING, 5, CONTRACTOR WILL BE RESPONSIBLE TO PROVIDE PROJECT OBSERVATION VISITS 70 THE SITE BY THE OWNER 12. REPAIR DAMAGED SURFACES WITH GALVANIZING REPAIR REMAINS UNSUITABLE THEN THE CONTRACTOR SHALL MANAGERS WITH PHOTOS OF THE MAJOR CONSTRUCTION - AND/OR THE ENGINEER SHALL NOT INCLUDE METHOD AND PAINT' CONFORMING TO ASTM A 780 OR UNDERCUT THIS MATERIAL AND REPLACE WITH APPROVED MILESTONES. INSPECTION OF THE PROTECTIVE MEASURES OR THE BY APPLICATION OF STICK OR THICK PASTE MATERIAL MATERIAL AT HIS EXPENSE. ALL SUB GRADES SHALL BE 6. CONTRACTOR WILL BE RESPONSIBLE TO ASSIST IN CONSTRUCTION PROCEDURES. SPECIFICALLY DESIGNED FOR REPAIR OF GALVANIZING. PROOF ROLLED WITH A FULLY LOADED TANDEM AXLE DUMP COORDINATING AND OBTAINING PRIMARY POWER TO THE 7. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE CLEAN AREAS TO BE REPAIRED, AND REMOVE SLAG TRUCK PRIOR TO PAVING. ANY SOFT MATERIAL SHALL BE SITE PRIOR TO TOWER ERECTION, AS WELL AS TELCO NEW AND OF GOOD QUALITY, FREE FROM FAULTS AND FROM WELDS. HEAT SURFACES TO WHICH STICK OR REWORKED OR REPLACED. SERVICE BEFORE PROJECT COMPLETION. (ON SITE VISITS DEFECTS AND IN CONFORMANCE WITH THE CONTRACT PASTE MATERIAL IS APPLIED WITH A TORCH TO A WITH UTILITY COMPANY REPRESENTATIVES AS NECESSARY, DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE TEMPERATURE SUFFICIENT TO MELT THE METALLICS. IN 2. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PROPERLY APPROVED AND AUTHORIZED IN WRITING BY STICK OR PASTE, SPREAD MOLTEN MATERIAL UNIFORMLY PIPES, AND OTHER DRAINAGE STRUCTURES FREE FROM ETC....). THE OWNER AND ENGINEER PRIOR TO INSTALLATION. OVER SURFACES TO BE COATED AND WIPE OFF EXCESS OBSTRUCTION UNTIL WORK IS ACCEPTABLE BY THE OWNER. 7. CONTRACTOR SHOULD BE PREPARED FOR RANDOM SAFETY THE CONTRACTOR SHALL FURNISH SATISFACTORY MATERIAL. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES INSPECTIONS IST ALL TIMES. EVIDENCE AS TO THE KIND AND QUALITY OF THE 13. CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S CAUSED BY FAILURE TO MAINTAIN DRAINAGE STRUCTURES 8, ANDPROCEDURES CEEU TO MAINTAIN RO PROPER TA WORKING MATERIALS AND EQUIPMENT BEING SUBSTITUTED. INSTRUCTIONS/ SPECIFICATIONS IF NO INFORMATION IS IN OPERABLE CONDITION. CONDITIONS PER OSHA STANDARDS AT 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTAINED IN THESE PLANS OR IF THEALL O TIMES. AC INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY MANUFACTURER'S SPECIFICATIONS ARE STRICTER. 3. ALL MATERIALS AND WORKMANSHIP SHALL BE WARRANTED 9. CONTRACTOR EWICL ICBE REQUIRED TO ANDO TAIN TTIE ZEPHYRHILLS NECESSARY ELECTRICAL PERMITS INSPECTIONS AS PRECAUTIONS AND PROGRAMS IN CONNECTION WITH FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE. REQUIRED BY JURISDICTION. THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR 10. CONTRACTOR IS EXPECTED TO CLOSE-OUT THE JOB SITE INSURING THAT THIS PROJECT AND RELATED WORK PERMITS 4. ALL DIMENSIONS SHALL BE VERIFIED WITH THE PLANS AS QUICKLY AS POSSIBLE (OBTAINING A CERTIFICATE OF COMPLIES WITH ALL APPLICABLE LOCAL, STATE AND (LATEST REVISION) PRIOR TO COMMENCING CONSTRUCTION. FEDERAL SAFETY CODES AND REGULATIONS GOVERNING NOTIFY THE OWNER IMMEDIATELY IF DISCREPANCIES ARE OCCUPANCY AND GETTING TOWER OWNER'S REGIONAL SITE THIS WORK. 1. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS DISCOVERED. THE CONTRACTOR SHALL HAVE A SET OF MANAGER'S SIGN-OFF/CHECKLIST APPROVAL ON THE SITE). 9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE FOR THIS PROJECT FROM ALL APPLICABLE APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES 11. CONTRACTOR WILL PROVIDE A COMPLETED TOWER HEIGHT N529 WITH THE LATEST EDITION OF THE LOCAL BUILDING GOVERNMENTAL AGENCIES. (NOT SUPPLIED BY OWNER) WHEN WORK IS BEING PRE FORMED. A DESIGNATED VERIFICATION FORM AND TAPE DROP. CODE. RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR 12. CONTRACTOR WILL UTILIZE ALL OF THE PROVIDED 10. ALL PROPOSED RF EQUIPMENT AND FIXTURES SHALL 2. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE CONTACT BY GOVERNING AGENCY INSPECTORS. DOCUMENTATION INCLUDING BUT NOT LIMITED 70: 70WER BE FURNISHED BY OWNER FOR INSTALLATION BY THE THE CONTRACTORS RESPONSIBILITY_ THE CONTRACTOR CONSTRUCTION ACCEPTANCE CHECKLIST, CONSTRUCTION CONTRACTOR, UNLESS SPECIFICALLY NOTED OTHERWISE SHALL BE RESPONSIBLE FOR ABIDING BY ALL SCHEDULE, CONSTRUCTION CLOSE-OUT LIST & TOWER HEREIN. CONDITIONS AND REQUIREMENTS OF THE PERMITS, HEIGHT VERIFICATION. 11. ACCESS TO THE PROPOSED WORK SITE MAY BE (NOT SUPPLIED BY OWNER) 13. CONTRACTOR IS RESPONSIBLE FOR CONCRETE COMPRESSION COLOCATION RESTRICTED. THE CONTRACTOR SHALL COORDINATE TESTING. INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK 3. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL 14. CONTRACTOR IS RESPONSIBLE FOR GROUND MEG TESTING. SCHEDULE AND MATERIALS ACCESS WITH THE CODES AND THE LATEST APPLICABLE CODES AND RESIDENT LEASING AGENT FOR APPROVAL. STANDARDS. 12. RADIO EQUIPMENT INSTALLATION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS. THE MANUFACTURER'S 4. THE JURISDICTIONAL OR(STATE,LCOUNTY, OR CITY) ENGINEER GENERAL CONSTRUCTION 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. NOTES 5. CONTRACTOR RESPONSIBLE FOR CLOSING AND FILING ALL PERMITS ASSOCIATED WITH SITE_ C-2 jRRIS 7022 TPC DRIVE SUITE 5000 ABBREVIATIONS SYMBOLS: ORLANDO, FL 32822 AB ANCHOR BOLT GR GRADE SIM SIMILAR SECTION NUMBER ® MASONRY AC ASPHALTIC CONCRETE GYP GYPSUM SPECS SPECIFICATIONS A/C AIR CONDITIONING GFCI GROUND FAULT CIRCUIT SS STAINLESS STEEL 1 ® BRICK TSCANOLO(�S — "'>�c?.'^:^''=ri.ri:'�r A.F.F. ABOVE FINISH FLOOR GND GROUND STOR STORAGEiiIIIIII KCI TECHNOLOGIES,INC. ADJ ADJUSTABLE INTERRUPT STL STEEL CONCRETE FLORIDA LICENSE NO.: EB0004898 SHEET NUMBER EARTH 10401 HIGHLAND MANOR DRIVE ARCH ARCHITECTURAL HC HOLLOW CORE STRUCT STRUCTURAL SUITE 120 APPROX APPROXIMATELY HOW HARDWARE SUSP SUSPENDED ® STEEL TAMPA,FLORIDA 33610 BUILDING SECTION REFERENCE (813)740-2300 A.G.L. ABOVE GRADE LEVEL HTR HEATER SW SWITCH o°o°o°o°o°o°o°o GRAVEL A.M.S.L. ABOVE MEAN SEA LEVEL HM HOLLOW METAL SWBO SWITCHBOARD ENGINEER: BD BOARD HORIZ HORIZONTAL THK THICK - CENTER LINE \\\�\V ilIII1111111/������ BLDG BUILDING HR HOUR TI TENANT IMPROVEMENT DETAIL NUMBER \C S. PROPERTY LINE \`\\\\\�\ BLKG BLOCKING HT HEIGHT TMA TOWER MOUNTED AMPLIFIER 1 -- LEASE LINE ���\ �/.,••'\CEN /� /��i BOT BOTTOM HV HIGH VOLTAGE TOS TOP OF SURFACE BSMT BASEMENT ID INSIDE DIMENSION TS TUBE STEEL - - EASEMENT LINE BTS BASE TRANSCEIVER INS INSULATION TYP TYPICAL SHEET NUMBER - - - RIGHT-OF-WAY No. 56545 STATION INT INTERIOR U UNDERGROUND - - C COURSE(S) JT JOINT UNO UNLESS NOTED -X X- CHAIN LINK FENCE DETAIL REFERENCE CEM CEMENT LAM LAMINATED OTHERWISE -❑ ❑- WOOD FENCE -c STATE OF CL CHAIN LINK LBS POUNDS VCT VINYL % •• CLG CEILING LT LIGHT COMPOSITION -o o- SILT FENCE -� ��•,,• F P,•'••• .,,L0Rti0,, CLR CLEAR LA LIGHTNING ARRESTOR TILE SECTION NUMBER - -UE- - BELOW GRADE COL COLUMN LNA LOW NOISE AMPLIFIER VERT VERTICAL ELECTRIC ////// S/ON • \\\ CONC CONCRETE MFR MANUFACTURER V.I.F. VERIFY IN FIELD 1 — —UT— — BELOW GRADE a/////1111111111111 �` CONST CONSTRUCTION MAT MATERIAL VG VERTICAL GRAIN _ TELEPHONE ERIC S.KOHL,P.E.LICENSE NO.58545 KCI TECHNOLOGIES CONT CONTINUOUS MAX MAXIMUM W/ WITH OVERHEAD CORR CORRIDOR MECH MECHANICAL WD WOOD SHEET NUMBER OE/OT ELECTRIC/TELEPHONE CO CONDUIT ONLY MIN MINIMUM WR WATER RESISTANT OVERHEAD DIA DIAMETER MISC MISCELLANEOUS WT WEIGHT DETAIL SECTION REFERENCE UT TELEPHONE DATE DBL DOUBLE ML METAL LATH XFMR TRANSFORMER OVERHEAD DEPT DEPARTMENT MO MASONRY OPENING Q AT UE ELECTRIC DEMO DEMOLITION MS MACHINE SCREW r SECTION NUMBER DIM DIMENSION MTD MOUNTED L CHANNEL 276 CONTOUR ON DOWN MTL METAL CENTERLINE 1 T TREE PROTECTION DR DOOR (N) NEW L ANGLE - FENCE DTL DETAIL NIC NOT IN CONTRACT PROPERTY LINE TREE LINE DWG DRAWING NO NUMBER R SHEET NUMBER (E) EXISTING NTS NOT TO SCALE c9 EA EACH 0 OVERHEAD ELEVATION VIEW REFERENCE l�/r TREES, SHRUBS, BUSHES ELEC ELECTRIC OA OVERALL ELEV ELEVATION O.C. ON CENTER SAN SANITARY SEWER LINE EQUIP EQUIPMENT OPNG OPENING KEY NOTE REFERENCE WL WATER LINE ZEPHYRHILLS EXP EXPANSION OPP OPPOSITE EXT EXTERIOR PARTN PARTITION 101 DOOR NUMBER NG NATURAL GAS LINE FA FIRE ALARM PL PLATE FB FLAT BAR PLAS PLASTER 1 1 AREA AND/OR ROOM NUMBER N529 FF FINISH FLOOR PLYWD PLYWOOD a 2 MECHANICAL UNIT FH FLAT HEAD POC POINT OF CONNECTION FIN FINISH(ED) PROP PROPERTY �)UTILITY POLE - - FLR FLOOR PT PRESSURE TREATED FOS FACE OF STUDS R RISER FS FINISH SURFACE REOD REQUIRED WORK POINT COLOCATION FT FOOT, FEET RD ROOF DRAIN FTC FOOTING RM ROOM A REVISION OR CONTROL POINT FW FINISH WALL RMS ROOMS F.G. FINISH GRADE RD ROUGH OPENING $ (REFERENCE POINT) ELEVATION FUT FUTURE SC SOLID CORE (ELEVATION) REFERENCE ABBREVIATIONS GA GAUGE SCHED SCHEDULE & SYMBOLS GALV GALVANIZED SECT SECTION GL GLASS SHT SHEET C-1 S1� PROJECT SUMARY INDEX OF SHEETS - - - T1 TITLE SHEET 7022 TPC DRIVE SUITE 5000 SITE NAME: ZEPHYRHILLS ORLANDO, FL 32822 r/T Cl ABBREVIATIONS&SYMBOLS SITE ADDRESS: ZEPH38522 A AVENUE ptC2 GENERAL CONSTRUCTION NOTES KCI ZEPHYRHILLS, FL 33542 PARCEL ID.: 14-26-21-0010-01700-0060 C3 DETAILED SITE PLAN rsc�voLoc�s PROPERTY SIZE: 0.45 ACRES C4 TOWER ELEVATION&DETAILS FLORIDA LICENSENO.: EB0D04898 KCI TECHNOLOGIES,INC. JURISDICTION: CITY OF ZEPHYRHILLS / C5 ANTENNA PLUMBING DIAGRAM 10401 HIGHLAND MANOR DRIVE SUITE 120 COUNTY: PASCO COUNTY " C6 FENCE DETAILS TAMPA,FLORIDA 33610 (813)740-2300 ZONING: ZH Si SHELTER&GENERATOR FOUNDATION DETAILS ENGINEER: HARRIS C O R P O RATION El ELECTRICAL SPECIFICATIONSIIIIII/111����� APPLICANT: HARRIS CORPORATION \\\\\ S.S ,- "ii,, 7022 TPC DRIVE,SUITE 5000 E2 POWER&TELCO PLAN ,s • 'i�� ORLANDO, FL 32822 E2A PANEL SCHEDULE �.•''�LICENS- y� PUBLIC SAFETY AND TOWER OWNER: CROWN CASTLE CORP. E3 GROUNDING PLAN No. 56545 PROFESSIONAL COMMUNICATION E4 GROUNDING DETAILS 7022 TPC DRIVE E5 LPG TANK DETAILS -p•� �• � E6 GROUNDING R , STATE 0FISER DIAGRAM �•••. SITE COORDINATES: N28° 13'40.63" SUITE 5000 W82°10'45.6" ORLANDO, FL 32822 t "I1111 11111 '`� ERIC S.KOHL,P.E.LICENSE NO.56545 CONSTRUCTION TYPE: COLOCATION ON EXISTING KCI TECHNOLOGIES SELF SUPPORT TOWER SITE NAME: HANDICAPPED REQUIREMENTS ZEPHYRHILLS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAP ACCESS NOT SITE I D a N 529 REQUIRED. PLUMBING REQUIREMENTS CROWN CASTLE BU#: 816298 FACILTY HAS NO PLUMBING CONSULTING TEAM LOCATION MAP VICINITY MAP ZEPHYRHILLS PROJECT MANAGER: "h =":ar,:cn:ys and F i vr. DAWSON HUFF 41 .. �, t HARRIS CORPORATION la.d �g zed 407-341-7189 it 3;' ` Orange Croak )3 -nx C .�" Villas N529 _ Vrt s G 111 f ist Ave A&E: j On:Aikn Ro ssa r i.$„ p c,h 7.C s'r air µa t KCI TECHNOLOGIES,INC. -d _ p' z� >, s n 6 '' 301; '� 10401 HIGHLAND MANOR DRIVE- --1 ( C Estates ham ls,mbertO SUITE 120 South Ave TAMPA,FL 33610 ® Ol s+. ?e«i� rrxe t_ 'fl COLOCATION 813-740-2300 f77 1l sar 6�dan,a im: a I m rtas A Ave _ -B A Ave +n ENGINEER: e .�j� Zephyrhifsf, ; 4'a s ERIC S. KOHL,PE "'•, k 54 cnav - Y FL LICENSE NO.56545 C �. BAvr ` as>nG ttd 3���.r• �� � ,� $Ave TITLE SHEET SITE E SITE i s>9F s m Ave C Ave .Y T-1 Crystal •fir 4y x Justin Ave 9p Dr a _ ` o *a u r m r•^w a*Springs REVISIONS FNieh11q two CHG. APPR. DATE REY BY BY a. Refer to Fastening Schedule Drawing flO1562. COLING CABLE TRAY HANGER /'V�'� ��WASHER,FLAT,SS,3/8' Refer to manufacturing work order for exterior BOLT,HH,PL,3/B-16x1-1/2 (VIP. NO. 165005-106) and interior finish of building. Refer to detail C this page for floor covering. (VFP. NO. 165019-015) d. Refer to interior layout sheets before routing * WASHER,LOCK,PL 3/B interior sheathing for miscellaneous openings. (VFP.NO. 165025-006) Ui BOLT,LAG,SS,3/8x l-1/2 NUT,HH,PL,3/8-16 (VFP. NO. 165000-112) (VFP.NO. 165004-007) J 4 PPRO VW L) CABLE TRAY 2 1/4' (1-1/2'RAIL) l E 5/21/12 1 1/2'INSULATION PANELS NUPOLY SHEET111 1 1 l r ��� CORPORATION "s' ? a CABLE LADDER INSTALLATION � 1 ,� OUTSIDE E TRIM OUTSIDE CORNER TRIM _... • H *(TAPPED HANGERS DO NOT REQUIRE THESE TIEMS) ♦ a aW �3�I��� "(IF METAL OR CONCRETE CAN NOT BE HR USE, LHR OR RHR 1 1/2'INSULATION PANELS BOLT,LAG,PL,3/BX1-1/2 W. NO. 165000-012) !!� �'� �i� M DOOR — •W Lfl Q O x CONCRETE WALL ' Cl)4,, V�`O VALOR OPENING WALL OPENING ?�� �.•��+��►y♦`� '��A�f►f 11 ,` treated 2X4 0 24 o.c. 45' ' i' EXTERIOR g INTERIOR Y 1/2'PVC CONDUIT CONCRETE ROOF CORLATH BEARING PAD , 18x1 x 1 1 2x48 strips +. f- Y WILLIAM J. BLANKENSHIP, PE 3531 PETERS CREEK RD NW 1302 BtrtYl ROPE ` PVC NIPPLE INSTALLATION PEE LK. VVIRGINIA 24019 3 8 « 3 4 r FOUNDATION TREATED 2x4-'s FLORIDA _56398 BLT,ANCHD 3/4-10x6 1/4 VFP N C! 1 1/2' NUPOLY/ RIGID INSULATION PANEL R-9.8 ...., . WELDING PLATE W/FIAT WASHER FER AND NUTW/2x4 =� IINSULATTREATED PDLYRMRMGURAT R-9B TOTAL R39 s o ;��' EXTERIOR A ISH c ( . N0. 3A464) '� CORPORATE OFFICE 1701 Midland Road Salem, VA floor-base : ceiing/walls-cove 4'CONCRETE WALL (540)977-0500 (540)977-5555 2 4 fax en wa sown 11/2' NUPOLY/RIGID INSULATION PANEL R-9.8 MANUFACTURING FACILITY w%b4 TREATED FRURIQ ADD I ADDIRONU.LAYER DF WELDING PLATE W ST1X)5 402 Industrial Park Road RISIUTTON,P0LYIS0CYAMIRATE R-9.8 TOTAL RIO uw Virginia 24244 SIDE VIEW (276)(276)433 1-4D0O (276)431-1756 fax CORlAT1i BEARING PAD 1/8 x 1 1/2x48 strips pu °' "q.nw.* b.°`-WW by m WELDING ANGLE I TE STRAIGHT,GALV,1/2xiOx12 a••k^^d wnx. —ur�• fl r VFP.k�.n�y Ruud wEt cannamee, 14'h. VINYL TILE WILL SEAL (LOCATED AT(4 EACH) .m 4 . WV.x rtd. t pt.iunm t�.mt.„ 3/16 x 3/4 OUTSIDE UFT POINTS) °`� "°' ' 'T ; DRwN ar a�rz (VFP. NO. 265653-1) 1W CARICO 4/25/IS 8'CONCRETE W T88S024'OC MAX n REBAR tlli • COVER INSIDE LIFT ASSEMBLIES WITH o�ar ursuu,0ONE PAINTED ALUMINUM PLATES PROVIDED. ATTACH WITH SEAT ' (- LW _ SEE DETAIL D �m 00 NOT SCALE DRAWING FOUNDATION B NO PLATE s3zz3 ow 3/4'WEDGE ANCHOR 3/4 X 6-1/4 WEDGE ANCHOR �ooa — FRONT VIEW +/4'=r'D' 4383 REF SLAB 11'8"x 26'0"x 9'2" ,rte BUILDING CONSTRUCTION n BUILDING ATTACHMENT IFlELD W0RKI CONCRETE SHELTER elevation cut away — from detail c CONSTRUCTION DETAILS Dom'M 204383 Or REVISIONS lt1G,C-TAP,SMALI,ORG,2M,2-38 CHG. APPR. �o11-, k �, (VFP. NO. 355028-003) #2 GRN BY BY DATE REV c`t' c� ,p1• LUG,C—TAP,SµAIL.PNK,2M,6-128 rye. e , ^ (VFP. NO. 355028-002) 2 A �2 GRN Il WG GREEN WIRE 1/8 MIN. 1/4 MAX. 8'R MIN. 12 AWG GREEN WIRE 16 AWG GREEN WIRE ALL,AXES `6T _ LUG,C-TAP,SMALL.DRG,2M,2-3B 1 8' MIN. (VFP. NO. 355028-003) 1/4,MAX. 'R MIN. ALL AXES II / to grounded item p6 COPPER NED SORE HALO TAP G�CABLE LADDER GROUND TAP WIRE G7 HALO CORNER DROP :" MP 6'4r Gs CABLE LADDER BOND 1 6 AWG ,•• �'•�✓ (2) BRKT,STDOFF,CBL11E,4.fi5 I DOOR TRIM ••.•Z C0 Q 4; _ (VFP. NO. 165260-003) II METAL DOOR FRAME — 'Lul I-OR (2) BRSTDOFF,CBLTIE1.15 LUG,f6,(2)1/4H,CRIMP,CU j 0% F ��O (VFP. NO. 1fi5260-001) (VFP.NO.355027-405) u 2 n . > z rn4•� DOOR yy� ,.•04�`,. LUG, 6,(2)1/4H,CRIMP,CU WASHER,FLAT,S5,1/4 BOLT, HEX, 1/4(20)x1, SS BOLT, HEX, 1/4(20)x1, SS (VFP. NO. 165019-103 � (VFP, NO. 355027-405) (VFP. N0, 165019-103) ) � �� ,p� � �6 AWG, GREEN WIRE (2)TY RAP WASHER,FlAT,55,1/4(VFP NO. 165005-104)FEED ONE OVER & (VFP. NO. 165005-104) C UNDER. i WASHER,LOCK,SS,1/4 K,SS,1165025/104) 110 x 1 HEX HINGE LINE (V NNO. 1ST 22-002j2x18L(�6AWG) (2) WSHR SLOTTED PIERCE PT ZP GROUND BAR/ VFP. NO. 10N10OTVWZ BRACKE METAL ENCLOSURE �NUT,HNO. 1/4-20 ( ) BRacKETs DOOR BONDING STRAP (VFP. NO. 165004-105) (2) 110 xOR HEX WSHR TEK SCREW ZP TOGETHER �°+� Installation Notes (VFP. NO. 1ON1000HWZ) 12 AWG, GREEN WIRE a. select bolt length to provide a minimum of two exposed threads. C. app anti—oxidant compound to ma ting surface of lug and wipe clean excess compound. b, burnish mounting surface to remove paint in the area of lug contact. WIWAM J. BLANKENSHIP, PE ly �1 HALO GROUND INSTALLATION 3531 LEPERS CREEK RD NW 1302 d. use solid copper wire and mechanical 2—hole lug for all exterior grounding. u7 e. stainless steel hardware screw to Interior wall O 24 D.C., typ #2 GRN TO CABLE LADDER only EQUIPMENT GROUND STRINGER PE L NSEV1RGSTATE OF WILA 9 G3 GROUNDING CONNECTION #2 GRN HALO #2 GRN HALO FLORIDA #56396 #2 GRN DT VFP, INC. CABLE LADDER LUG, 2,(2)3/BH,CRIMP,CU CORPORATE OFFICE WASHER,FLAT,SS,3/8e VFP (355027-418) LUG,#2,(2)3/BH,CRIMP,CU 1701 Midland Road �1 Salem, VA 24153-6424 VFP. NO. 165005-106) VFP (355027-418) 0 OR (540)977-0500 (540)977-5555 fox • WASHER,FIAT,SS,1/4 O 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 O MANUFACTURING FA (VFP. NO, 165005-104) �+ O 0 0 0 0 0 O O O 0 O 0 0 O 0 O 402 Industrial Paris Road CILElY P�S','- APPROVED 0 Duffield, Virginia 24244 • O O O O O 0 O 0 0 0 0 O O O O O O O (276)431-4000 (276)431-1756 fax ® ° ® O O O O O �saept a.nvy wn.m..b.pmded ay aantrae. O 0 O O 0 O O 0 0 0 O 0 Inez drag nqe and Canaepte arc Aa sak property al ° BOLTANCHOR,WDG,LOT,3/8x4 5/21/12 Ina,urcrr ore k.,ad ulat wnraenca,and snag ° nat ba rePradr�in aha4 ar pant aithaat the wrtttan • 0 ° o (VFP. NO. 165020-003)0 I3 FS QTR© LUG, 2,(2)3/BH,CRIMP,CU parmkson a,VW.�a. VFP (355027-418) LUG,THRD,#2SOL,(2)7/16- a asei of °"` WALL ° TIM rwxo 4/23/12 ° SCREW,TEK, HEX, 1/4x2 SS VFP#(EM2522DH.875.625.437) er wyc ° (VFP. NO. 165301-142) ��� #2 GRN (MIN.) TO SD1 iOR NEUTRAL GROUND BUS •SCR,CON,HH,SS,1/4x2-3/4 NEUTRAL/GROUND TINNED TO ) (SIZE PER NEC) (VFP, NO. 165295-160) EXTERIOR COIL 6 DO NOT SCALE DRAWING GCE Ro REV 53223 — �GROUND BAR DETAIL r/+"=1'a" 4383 GI Modification Notes 1 _ 11'81'X 260"x 9'2" LJGROUND BAR INSTALLATION CONCRETE SHELTER a. Mount with brackets and insulators at location shown on layout. GROUNDING DETAILS b. Mirror this detail for mirrored shelters. *Awp NO. 204383 OF g REVISIONS Ery CHG. APPR. REV BY TOLERANCES ALL DIMENSIONS ARE IN INCHES UNLESS SPECIFIED OTHERWISE LEGEND 126 I I f rl I zl bi 126 STANDARD: ACHI-AR CONDITIONER/HEATER )1 DFRAC S ECIMALS } 52' ACH2-AR CONDITIONER/HEATER 12 113 TL CKT1 0 @ CKTB o ANGLES ± 3' MS- AUTOMATIC TRANSFER SWITCH CKT2 o KT9 0 86 o CKTI6- -CKT21-o CFE- CUSTOMER FURNISHED EQUIPMENT B6 m IF NOTED WITH SYMBOL CIE- CUSTOMER INSTALLED EQUIPMENT 153 62 92 • DECIMALS ± 0 3/4 5' CKT - CIRCUIT 91 IL 1 CKT3 0 a —CKT1O o 2 61 10 o CKT17 CKT22 0 ' CL - CABLE LADDER 85 -_-�J !a CKT4 0 `S CKT11 0 '� ANGLES ± V CUi- CABLE LADDER HANGER 75 1/2 TL o I IF NOTED WITH SYMBOL' Dl- DETECTOR,SMOKE CKT6 •FRACTIONS f 1' DA - DOOR ALARM CKT13 CKT18 ANGLES t 5' ECB1- ENCLOSED CIRCUIT BREAKER(UPS1) J ii I ECB2- ENCLOSED CIRCUIT BREAKER (LA1) 55-- n CKT7 0 CCKT 0 o CKT19 t�lt— wt ECB2-B- ENCLOSED CIRCUIT BREAKER(PEA) 15 CKT� o o CKT20 10 Cj I t�( ) + 78 SPL 3/4'ECB3- ENCLOSED CIRCUIT BREAKER LA2 < mEGB- EXTERIOR GROUND BAR(TINNED) 79 )'°EXT- EXTERIOR ` 86 `� r - �p0 FE- FIRE EXTINGUISHER `5 93 W;''HTA- HIGH TEMPERATURE ALARM (SET 0 85') 16 SPL _Q c+�INN- INTERIOR _+.a ca KT- RELAY(POWER FAIL) _ LA1,2,3 - LIGHTNING ARRESTORS 0 O v r mil; LE/PC- LIGHT EXTERIOR W/PHOTOCELL i Z NC: LF- LIGHT FLUORESCE T e6 92 108 SPL i �� '• t L ", LM— EMERGENCY/EXIT LIGHT �' • •``� /1li LTA— LOW TEMP ALARM (SET 0 50') Q�ttt MGB - MASTER GROUND BAR "" REFLECTED CEILING ELECTRICAL MTS- MANUAL TRANSFER SWITCH PFS ` APPROVED • NP- NIPPLE PB- PUNCH BLOCK 5/21/12 PC- PHOTO CELL PFA - POWER FAIL ALARM PFS CORPORATION PL-PLACES ' !'_sJ• wl,t:. "�, o `� PP1- POWER PANEL�1 (UTILITY) - NI PP2- POWER PANEL 12 (TECH) 126 I I I I v REF- REFERENCE RCPT- RECEPTACLE Si- SWITCH 11 (INTERIOR A') o W 1.IAM J. BLANKENSHIP. PE S2 — SWITCH 12 (INTERIOR 'B') 0 0 a 3531 PETERS CREEK RD NW 1302 ROANOKE, VIRGINIA 24019 S3— SWITCH 3 (M(DITERIOR) 3 L '�� PE LICENSE STATE OF SDI— SAFETY SWITCH (MAIN) H • FLORIDA 156396 T1— THERMOSTAT 11 (LEAD/LAG) ° ° ° o (SET®72') 823 0 0 124 TELCO—TELCO BOARD VFP,P, INC. TYP— TYPICAL 65 1/2 _CL [: 1 — ` WOE —WAVE GUIDE ENTRY 126 12 126 JJ —125 12 CORPORATE OFFICE WR— RCPT. WEATHER • Salem, 1a01 A VA 24153-6424 ®— RCPT., DUPLEX C l( (540)977-0500 (540)977-5555 fax ❑o — RCPT.,TWISTLOCK 128 12B 128 12 r� s MANUFACTURING FACILITY ❑ JUNCTION BOX 4 X 4 Ic, 402 Industrlan Paris Road ®— Duffield, Virglnta 24244 RCPT, DUPLEX, WR "4 • (276)431-4000 (276)431-1756 fax ©—JUNCTION BOX, 2 X 4 n — Rff PART LIST REM NUMBER I _ Al •�.„e.Mq.„e wz��.,.u,.ea wo"rh„ YEP,k., u.mutl n.frfc+can(ie. 7 mM.haA O— REF DWG NO]E(SEE SHEET 1) 0 N Q DELTA REVISION u� 12 #`2 GRN TO MGB 120 20PL I n I ,.� ri_A_Cp -4/73/+2 •CLH •CLH .r NOTES: DO NOT SCALE DRAWING cwx is Inv 33623 — a. ALL CONDUIT FITTINGS SHALL BE COMPRESSION TYPE. / +/4•=+'0 4383 11'8"x 26'0"x 9'2" CONCRETE SHELTER OCOIL AND TAG ENOUGH FLEX TO REACH FLOOR PLUS 4' WIRES PAST END. REFLECTED CEILING CABLE LADDER REFLECTED CEILING PP1-16, PPI-18 O TWIST LOCK RECEPTACLES ARE FROM PP2 OF REVISIONS TOLERANCES Ely APPR. DATE REV ALL DIMENSIONS ARE IN INCHES BY 8Y UNLESS SPECIFIED OTHERWISE °O IfJ N STANDARD: ^ I m o w n FRACTIONS ± 1/2' DECIMALS ± 05 I I I ANGLES ± Y C) C) C) IF NOTED WITH SYMBOL 110 `r I 110 A FRACTIONS f 1/4' PF r- APPROVE VE HALO 104 DECIMALS ± 0.25 ate^.ANGLES ± 11 5/21/12 IF NOTED WITH SYMBOL• .- --- FRACTIONS t 1' ' it E1 l Q DECIMALS ± T.0" ;- -4t I ANGLES ± 5' I I I I I I I I I I 1 I I I I I I I t1, 1 11 trrrr< i LEAVE 6' EXTRA SEALTTIE ♦ << 7 I I i i i TO ALLOW MOVING UPS. ♦ ♦ �'�`' EXT 18 RCPT ' i i o • 6 �. Q1 G 24 - rC) 22 4PL c PPI-12 PP1-12 PP1-12 PP1-12 • 126 I i N i \' i i ___ _________________ __� 126 = d 0: i 2VC i CFEI /CIE - 3/4'PVC 11 I I I N ICOMMON I 3O CFE� FOR UPS 1 I > I 1109 z 1 IEQUIP. I 0 UPS ' GROUND 28 102 1/2 REF i i a i i gp i i STAT.I-2 BYPASS 16 17 18 J9 BYPASS 103 �i ,�'• •'��e4�� i BS i a �FE/CIE I CFE/CIE 1-1/4" < ���� Q���♦` L ' ' I COMBINER i :STAT.3-6i r PP2 78 "'In rrrr �♦♦ 1�• le`.`,J' w CFEI /CIE I L 3 2PL 7 86 92 108 HTA 45 I\ o I 48 1 7TATION i 102 IOC E/CIE I r PP1 1 3PL 40 LTA I I ECT. i O3 THRU O9 NIP 19 20 61 a a BATTERIE L_ PP7 59 1/2 90 85 39 `� i 3/4 11 46 47 48 114 75 74 c MTS 9 NIP _ 40 91 67 11 - M I.- 38 23 1/2 REF i ai 26 7 110 N C 43 42 28 ECB3 N� _ EL I I 9P 86 69 C,ffFE I =I I I I 11 AIS LA2 _ 23 Inl 21 25 i B6 < i _NTEXXT 106 77 _-______ PE 2PL 1 2PL__ 2PL 11 O LA1 NIP_6 3531 PETERS CREEKLliAM J. RD INW 1302 0 L--- ATS 0 ROANOKE, VIiGIN41 24019 L------_-- ECB2 PE IJCENSE: STATE OF ~ ib 18 ECB2-B z z it 13 ^I FLORIDA #56396 24 D 23 h PP1-J2 _ 2_'T'LCO ENTRY PP1-12 PPT-12 M I EXT 24 TELC 8PLO ```J .r n I S o � 1 ■ FE 30 M I I I B6 91 75 115 B6 94 I5 10 PP1-12 -- I 19 CORPORATE OFFICC E GENERAL NOTES: 44 PB PB 58 86 9515 S3 2PL 1701 Midland Road S3 Salem, VA0500 24153-6424 9 £F F 12 GRN TO SDI 56 r 4I 42x84 �I 1'2 (540)977— (540)977-5555 fax a. ALL CONDUIT FITTINGS SHALL BE COMPRESSION TYPE. ( DOOR MANUFACTURING FACILITY 71 1/2 MGg I6 THRU ) 402 Industrial Park Road e 199 180 Duffield, Virg)nla 24244 CONNECT A MINIMUM #2 CRN TO AC MAIN DISCONNECT(501) WHERE THE £g — a NEUTRAL TO GROUND BOND IS LOCATED (SIZE PER NEC CODE) k MGB__ G G 1;,s (276)431-4000 (276}431-1756 fax Oa 92 1 4 0 0 0 0 0 0.1 7 7 DA 1., f Fnm�m hp°nYY... r eonl�e #6 SOLID FROM HALO / _ WOE 1 jILt4 - 1.000000GI ,�I 0 13513613 EXT - f Od DROM COVER/INSULATE ALL C-TAPS WITH EITHER TAPE OR PLASTIC SNAP COVERS. 110 1T0 0 TM CANICo 4/23/12 GALL GROUND LEADS CONNECTED TO THE MOB MUST BE LABELED, 0 86 3I I c~°i l IaI �'I �I EXT 92 I I �I I �I 96 a¢.co w a O#6 GROUND FROM CONDUIT RUN TO HALO. I I c 11 I I I Z$4PL a ORI M NOT TO SCALE O GROUND ALL METAWC BOXES TO HALO WITH 16 GRN. ^( ^ I I r I ^ I 9 53223 — N S GGL ix1 REY NI NI NI a O BEHIND SHEATHING, CADWELD 12 TINNED TO WELD PLATE RUN THRU PVC TO EXTERIOR I I 1/4"=1b' 4383 TAG "BUILDING STEEL GROUND'COIL 10'. 11'8"x 26'0"x 9'2" Q#2 GRN TO C/L GROUND INTERIOR FOLDOUT CONCRETE SHELTER �k 12 TO C/L EQUIPMENT GROUND INTERIOR LAYOUT Mme'NM 204383 @ OF QTY U PART N0. DESCRIPTION ITEM QTY U M PART NO. DESCRIPTION ITEM QTY U/ PART N0. DESCRIPTION ITEM REVISIONS ® 1 n ra R O 1/ 1 155041-001 CONN CTING BLOCK,50PR,TEL 58 CHG. APPR. DATE REV fir 1 195003-009 ,INCAN,LX ,100 137 �, 1 EA 1950O -OO7 LIGHT FlXT,EXT,INCAN,100W,1 2 136 IV EA 155041-201 COVFR,CONNBLK,5OPR,TEL 57 5/21J].2 1 155017-001 PHOTO C I2OV, 0 60HZ 133- 50 EA 1 41-301 BRIDGE-CLIP 56 r±_ r BRIDGE CUP 1 EA 350081-011 ENCLOSURE,3R,SC,12xi2x6 50 1 EA 7802 -436 ENTRY,WA GUIDE,4,3x6 AC AN WOE 207 4 EA 3502 8-018 jjTRAYY, 18x11fi. CL 128 2 EA 350248-018 ]8x48 CL 1 1 EA OS200GK GROUND KiT, 200A 48 1 0 -10 U Y, 4x4x ,W 1 T 0 20 TA 2 3 248-01818x CL 126 1 EA DT200NK NEUTRAL KIT, 200A 47 POWER FAIL ALARM J PFA - NO - 36 3028-1016 CABLE TRAY i6 Cl. T5 HANGER, 14 CU 124 1 EA DTU224NRB SWiTCH,iW_T,200A,NF,SN,3R,240V MIS 46 3/22 SOL l PFA - C ® _ 8 006 -001 CABLE TRAY CORNER ] HVAC I FAIL ACF1 - NO 1 EA 5XB52 SOCKET,RELAY,B PIN 43 ~ 3/22 SOL ACF1 - C ® - HVAC 2 FAIL ACF2 - NODLX ® - 1 144 OW GROUND PLATE SY,1 x4x3 M 199 20 165335-101 RUBBER CAP 1 0 1 EA 355012-240 RELAY,IOA DPDT,240VAC K1 42 ® 0]454-002 GROUND ASSY, 1/4 X 4 X 20 TIN 1 2 _ A L Ti g ,`lillllll 1/j, 3/22 SOL ACF2 - C LOW TEMP ALARM 1 LTA - NO 3/22 SOL ` LTA - C ® - HTA - NO - EA 350075-209 NI G x 11 �.•� �••�� °i HIGH 3/22 2MP SOL ALARM ® - 1350075-207G , 2 x 114 2 1 - Y, 200A • �� DA - C200A ,S , SD 44 . DA - NO - EA -1 0 NI D, 1 x 0 1 1 . _ O _ DOOR ALARM { DA - C ® - G 00 N K , = 3/22 SOL 1 EA 010 GROUND ,6 10020 32 •W Fw-. Qs SMOKE DETECTOR D1 - NO DLX T EI - AIT TA 350075-081NI D' X 10 10 •o { ¢ O� - 3/22 SOL D] - C - -06 NI X 1 109 1 U • ,Z �w IJGHTNIN ARRRESTOR5 { LA - NO - i 19 00 -001 UI H 10 1 EA 350075-050 NIPPLE, ROD, T X CHAS 1 322 SOL WIRE IN PARALLEL LA - C C W - ® - ] ATS 2B ° '/,'/ 0 X 10 26 ® - 2 TA DOH 30XX06 RGRILLE, X. RETURN,IL AC. SUPPLY, 30 X 16 - ® - - ______________ ___________________________________ - __________ ________________________________ TA 3iT-048 FLASHINGJL.i45,1x2x48 24 N - ® - 1 48A- XWXXXJ C,WM,4 ,000 W LAYS AC 3 .\ n 1 R GENR- NO - 1 355020-003 FORM DA 180 i 48L-AO 4 ,0 30V,W R I 22 { GENR- C - ; TA 208 DOOR SWEEP.014_ AWNING, 6 M N 178 265255-008S A LY,3 x x - 2,24GA N FAIL J GNF- NO - 3 - ,4, 177 11214 0 ,L ,1P,i2 LA1,2, 3JF22 SOL l GNF- C ® - 2 - - STRIKE 176 12 1 -1ADAPTER, PVC, 1-1/4 19 GEN. 0 IN AUTO NIA- NO - 1 EA 3650 0-001 D , HYD. CLOSURE i EA IA 103E 6— GROUND KIT C K ,2 12 18 322 SDL { 1 0 —046 N 14 4,1 x x b 1 350039-001 R, SQ, L SW 9 T 103056-3 NIA— C E� _ 1P N 1 91 1 EA 165422-001 LOCK,MORTiSESS,W LEVERSET,FL APPROVED 173 A EA 0 -001 V SQ,SGL SW 9 103055-1SUR , ,100 CB 1 AT32rR?L ATSN - NO ® - 2 ST 178133-001 GASKL7,DOOR,BRONZE,3 x6 8 172 2 350040-002 COVER,4 i.6D,TLK 2 103055-2ENCLOSED B 14 22 00 { ATSN - C - 1 EA 178135-001 STRIKE, FACE, PLATE,2-1 4x1-1 8 1 1 AR 000 - CO Q, 92 1 GROUND KIT 13 WILLIAM J. BLANKENSHIP, PE ATS EMERGFLNCY {ATSE - NO - 1 EA 178136-001 STRIKE FILLER, PLATE,FRAME 170 000 - 1 CO ,4 1- UP g 3531 PETERS CREEK RD NW #302 ROANOKE. VIRGINIA 24019 3 22 50 - 1 4R BUMPER, SS, CONCAVE 169 AR 00 -00 0 -1 B,BLK 90 PE LICENSE STATE OF ATSE - C - ® _ f EA 150022-002 GROUND STRAP, DOOR, 18 LONG 168 F EA l- 04 C V ,W ,DUP GEl, VERT 89 2 EA PKIBGTA GROUND KIT 10 FLOR_4 _56396 ® - EA 165193-001 DOOR HOLDER ]6 K42 EA 00120 CKT BKR, 1 20A 9 1 EA 265192-001 THRESHOLD, 6x42 3 4 166 EA 3 0 9-10 , W P, SG, -1 B EA 00130 CKT BKR, 1 30A 8VFP IHC1 EA 1C7A1626 CORE, BEST. 7 PIN, A-TYPE 165 350001-002 X 4 SO X 2-1 8D 1 - 4 KO 8 EA 00215 CKT BKR, 2 15A 7 i 365379-2624 DOORGALV 26 42x84UNIVFL APPROV FL4304 164 00O - 1 BOX, 2- 8 X 4, i KOBY OTHERS EA 00120GFl CKi BKR, 1 20A,GFI 6 CORPORATE OFFICE — ® — 1 EA 165156-001 LATCH GUARD 2—] 8x6 55 163 2 IA 00250 CKT BKR, 2/50A 5 1701 Midland Raad — ® — I EA 00260 CKT BKR, 2/60A 4 Salem, VA 24153-6424 — — 1 EA 002125 CKT BKR, 2/125A 3 (540)977-0500 (540)977-5555 fax 1 EA 00132M100 LOAD CENTER,100A,1P 3W,MB PP2 2 1 I FA 001301,1200 LOAD CENTER,200A,1P 3W,MB PP1 1 MANUFACTURING FACNITY 23 FA 70520—NP PLUG,2 20A,V12 79 Q U P N0.. DESCRIPTION ITEi�A 402 Industrial Park Road 23 EA 70520—FR RECEPT, 20A 125V, DUP TL 78 Duffield, Virginia 24244 — — 1 EA 350091-001 ENCLOSURE, Ni, SC, 6 X 6 X 4 77 (276)431-4000 (276)431-1756 fax 3 TA 355098-120 SWITCH, 1P, 20A SI,2.3,2, i 1O EA 355096-520 RECEPT, 20A, 125V. DUP 75 x"'°'ro�u. °�°" `°U N°=oa ds' nd o ALARM CONTACTS ARE SHOWN IN A DE—ENERGIZED STATE 20 11-04 LAMP, FLUOR, 2W, C WHITE, B 1 2 EA 355096-521 RECEPT, 20A, 125V. OUP,WR 74 i-.11 VFP, �°"'°°`"�°"�°"""" 1TA 155016-014 R , FLUOR, 2 TUBE. 4 F1'. 18 1Y 1 „ __ 1 IA 155032-017 EMERG N Y G , 12 60HZ LM 1 TM CALICO 4/25/12 �._ wrc NOTE o w ITEMS ARE SUBJECT TO CHANGE DUE TO AVAILABILITY I - - __________ _________________________ - AND EQUAL SUBSTITUTES WILL BE USED. ELECTRICAL DO Nar sa16 OMWiNG OR MECHANICAL REQUIREMENTS MAY CHANGE DUE TO a 53223 s: AOJA20044-200R5 C 20 ,4W,4 , ,W BX6rD 1 MANUFACTURER'S SPECIFICATIONS, vooa r/4*=V0' I 4383 - - L Li PART AR- AS REQUIRED I 1'S„X 26'0„X 9'2" 1 014 -001 1C OVER, a B�LL QF MAERIALR1 100 D 204383 NO. I M QTY PART 4OF REVISIONS 316 144 CHG. APPR. DATE REV BY BY r----------------------------------------------------------------------------------- -------------------------------------- PFS!,-r APPROVED PFS CORPORATION I ; II I I I WR Li III! ----------------------------------- l__ r� 70 `� REAR WALL ELEVATION C M _ co 140 ~ cc: C.) O LEFT WALL ELEVATION B CONCRETE ROOF WITH HENRY rr1f I ELASTOMERIC COATING IHE260DC FLORIDA APPROVAL 14600.2 166 MAX • 353 MAX r---------------------------- =1 TOWER 11GNF ENTRY - - - 1 __________________________ 000000.; I I WILLIAM J. BIANKENSHIP, PE I 1000000 , I 0 0 0 0 0 0 35 3531ROA ER , VIRGINIA 240 i I3O2 34 PE LICENSE SFATE Of annua°rr I 2"NIP I 19 COIL 10' OF N2 ! 32 POWER ENTRY I FLORIDA 156396 TINNED FROM MGB SDi 1� �' INC. 2 PIACES. (LEAVE INSIDE FOR TRANSPORT) 7 6 GNR 1e NIP 94 1/2 I WALLTHICKNES5 BLOCK HEATER I 9 t+ CORPORATE OFFICE � 1701 Midbnd Road 124153-6424 2 PVC TELCO ENTRY d 14 (540)977—Sem, VA 2O5OO (540)977-5555 fax G 12x12 NEMA 3R I S2 2 e NIP ALT POWER WR 1e NIP ® 402 Industrial FACILITY GEN ALARMS 402 Industrial Park Road �4° (276)431-4000 (276)431-1756 fax inia 24244 __________________________________________________________________ ______________ E,eepl d nvy olhnwLe M provided by mnlral, Une dr\eipe and croncepls ere IM fo4 Property al KP,Inc, er\aeued in eVct cp ith.A e•end toe n)l d n ebte ar purl eilhnut the.dttm COL t0' OF f2 TINNED ��a� � FROM BUILDING STEEL 57 1/2 14 1/2 \ ova 71 1/2 £ TY CAM 4/24/12 34 1/2 °%TE 100 1/2 @ 45i/2 E t ._:° m a 106 1/2 E E DO NOT SCALE DRAWING 312 66 1/2 - B rro[ 33223 xtv uooct r/4- 1O 4383 FRONT WALL ELEVATION A EXTERIOR ELEVATIONS RIGHT WALL ELEVATION D 1 i'8"x 26'0"x 9'2" 1. ELECTRICAL DIMENSIONS SHOWN ARE APPROXIMATE CONCRETE SHELTER EXTERIOR ELEVATIONS 2. THE MEASUREMENTS IAAY BE SLIGHTLY DIFFERENT TO CORRECTLY w,m 204383 INSFALLED RIGID NIPPLES. t,� PP 1 UTILITY 200A, 120/240VAC, 10/3W, 60Hz, M.BKR PP2 TECH 100A, 120/240VAC, 10/3W, 60Hz, M.BKR REVISIONS HTA CHG. APR. DATE REV VOLT AMPERES WIR BREAKER BREAKER IRE VOLT AMPERES VOLT AMPERES WIR BREAKER BREAKER IRE VOLT AMPERES BY BY LOAD (WATTS) (WATTS) LOAD LOAD (WATTS) (WATTS) �/ TEMP A B P TRIP TRIP P A 8 A B P TRIP TRIP P A B LOAD J ALARM LIGHTNING ARRESTOR 13 60 4 2 60 1 1T 15 2 — — SPARE ss ROW1 CKTI 180 12 1 20 1 2 20 1 12 180 a ROW1 CKT 2 — ss ROW1 CK13 180 12 1 20 3 4 2O i12 12 :' 180 ss ROW1 CKT 4 LTA ACHI 5500 8 2 50 5 6 50 2 8 5500 `_ ." ACH2 ss ROWI CKT5 180 12 1 20 5 6 LOW 20 1 12 180 s+ ROW1 CKT 6 TEMP 5500 5500 ss ROWI CKT7 180 12 1 20 7 8 20 1 12 IBD ss ROW2 CKT 8 ALARM LIGHTS, EXT 100 12 1 20 9 10 20 1 12 360 EXT. RECEPTACLE, WR, GA is ROW2 CKT9 180 12 1 20 s—. 10 20 1 12 180 •+ROW2 CKT 10 SMOKE DETECTOR 120 12 1 20 11 12 20 1 12 1800 WALL RECEPTACLES is ROW2 CKTI1 180 12 1 20 11 12 20 1 12 188 ++ROW2 CKT 12 LA12 3 UPS 2160 1 2 125 13 14 20 1 12 120 TOWER LIGHT ++ is ROW2 CKT13 L180 ' 12 1 20 13 14 20 1 12 180 ssROW2 CKT 14 J LIGHTNING ARRESTOR 1980 16 30 1 10 350 RECTIFIER 1 ss •s ROW2 CKT15 180 12 1 20 15 16 20 1 12 180 ++ROW3 CKT 16 }ALARM LIGHTS, INT/EMERG. 1060 12 1 20 17 18 30 1 10 350 RECTIFIER 2 ++ is ROW3 CKr17 180 12 1 20 17 1B 20 1 12 180 n ROW3 CKT 18 SPARE — — 1 20 14 2D Z0 1 - - SPARE ss ROW3 CKT19 180 12 1 20 19 20 20 1 12 180 ++ROW3 CKT 20 SPARE - - 1 20 21 22 20 1 - - SPARE ss ROW4 CKT21 160 12 1 20 21 22 20 1 12 ISO s•ROW4 CKT 22 SPARE - - 1 20 23 24 20 1 - SPARE is ROW4 CKT23 180 12 1 20 23 24 30 1 - - SPARE ,,�1t1 1 SPARE - - 1 20 25 26 20 1 - - SPARE SPARE - - 1 30 25 26 20 1 - - SPARE ♦� `S�`P 1S4' SPARE - - 1 20 27 28 20 1 - - SPARE SPARE - - 1 20 27 28 y BLANK Dl ��`�►�•' •••f ••'. �.��i SPARE - - 1 20 29 30 20 1 - - SPARE BLANK - - - - 29 30 - - - - BLANK oRC SMOKE `�:`�:<(s rn ur6 VOLT AMPERES PER PHASE 8880 7660 6330 7650 VOLT AMPERES PER PHASE BLANK - - - - 31 32 - - - _ BLANK �}ALARM '@ 2 0 O 15210 15310 TOTAL VOLT AMPERES VOLT AMPERES PER PHASE 1080 i080 1080 900 VOLT AMPERES PER PHASE u Ui i cc: 127 128 - - TOTAL AMPS PER PHASE DA •C) ASSUMED LOADS ________-.-._ 2160 1980 TOTAL VOLT AMPERES 160 AMPS x125% - -------------- - :f o ►- j.0 --------------- so ASSUMED LOADS 1B 17 TOTAL AMPS PER PHASE DOOR ;, Z Q ; 176 x 110% for MAIN r23 - - AMPS x125X }ALARM ��d ••. . ` PFS PPROVED 25 x 110% for MAIN " ?/4ç. n ACH1 LO. _ 5/21/12 (TRANSFER SWITCH) (TRANSFER SWITCH) ALARM PFA Lri�''..#!tlsTI �1 1 TB1 6 K240VAC N.O, BLK NO NO EC82—B 2 7 C, WF1T USE 3/22 AWG NC RED I R SOL WIRE ELK !_ LE ., C m N.G. PP1-CKT 9 ! N 3 c B C ALARM WIRE COLOR CODE C WHIT 3 S3 8 6 NOTE- EXTERIOR LTG. CKT. (ATSN) NORMAL POWER ALARM (ATSE) EMERGENCY POWER ALARM 5 1 l POWER ALL ALARMS TO BE WIRED N/0 ALAARMLO. FAILURE CLOSED ON ALARM CONDITION ALARM LM IXR ALARM WIRING DIAGRAM PFA WIRING DIAGRAM NG RED WILIlA61 J. BLANKEN5liIP, PE EXIT N SEE SHEET #4 FOR PUNCH DOWN DETAILS TECH I 3531 PETERS CREEK RD NW E S1 LF •A• N EXTERNAL PP2 NO BLK 2 ROANOKE, VIRGINIA 24019 J1 AWG BYPASS (CFE) #1 AWG C WHT PE LICENSE. STATE OF PP1-CKT 17 52 LF •B• LUG,C-TAP,SMALL PNK,2M,6-128 6 GNO 6 GND 100A 3 FLORIDA #56396 N TO PFA (VFP PART NO. 355028-002) VFP, INC. ECB2—B ECB2 ' INTERIOR LTG. CKT. #12 AWG 20A 6on� LAI CORPORATE OFFICE •; 1701 Midland Road • ' I Salem, VA 24153-6424 LUG,C—TAP,SMALL,YEL,1/OM,1/0-1B �4 AWG a (540)977-0500 (540)977-5555 fax (VFP PART NO. 355028-005) s- i'1 AWG 1 AWG MANUFACTURING FACILITY �o ac UTILITY }6 GND 1 �6 GND 402 Industrial Park Road SD1 200A ATS a; MIS 0� PP1 Duffield, Virginia 24244 UTILITY SERVICE M. 276431-4000 (276)431-1756 fax 200A 200A '✓T•.i. NEUTRAL SHALL BE UPS1 18.0 1% i CFE ( ) 120/240 VAC 10/3W 60Hz 200A ( ) ca* agar arc, KEYWAY � __ __ __ PULLED WHEN rna,+d,o.+,q•ana aaacepr+an ma•a"11. ar (BY OTHERS, SUBJECT 125A REQUIRED BY STATIC BYPASS .1 b. w is h.n.W a1PAt :u; i h..5t n CFE O TO LOCAL CODES) MANUFACTURER P.an.La.ar vvo,ma. OIL10' 4z ww•w m osie ECB1 TV CARICO ♦/23/12 1 AWG 1251 GENERATOR SERVICE M� COIL 12. OF WIRE 60A CONVERTER MIYERTER er aac O O 120/240 VAC 10/3W 60Hz ti8 GND w—__—__—__—____ FOR CUSTOMER TAP _ /1 uraoEner u+ (BY OTHERS, SUBJECT #4 AWG O TO LOCAL CODES) EC83 a rwr SCALE orvwrrra� 60A LA2 BAIT _ .. B 33223 }� xr/4•=r'o' .00a 4383 FRONT EXTERIOR NEW s T APPLETON ADJA20044-200RS a GENERATOR RECPT WIRING = 3/0 c G I CONCRETE'0"x TE SHELTER GENERATR INLET ONE—LINE DIAGRAM ONE—LINE / PANEL SCHD 120/ 40 vAc 10�3W 6OHz — ` .� 204383 BY 011 SUBJEC f g a TO LOCAL COOES� L . C3 or o REVISIONS NOTES ® CHG. APR, DATE REV VFr� , INCORPORATED I. REFER TO OWG. 101116 FOR GENERAL NOTES. 2. INSTALL HALO GROUNDING AS SHOWN ON SHEETS 5 & 6, REFER TO SHEET 7 FOR GROUNDING DETAILS. 3. FABRICATE TO THE MIRROR IMAGE OF THIS DRAWING WHERE REQUIRED BY ECN, SALES ORDER, OR NEW DRAWING RELEASE. 4. REFER TO SHEET NOTES ON SPECIFIC PAGES FOR ADDITIONAL INSTRUCTIONS. 5. THIS BUILDING MUST BE USED ON A SLAB FOUNDATION TO INSURE THAT ALL F OR R A R I S COT" PORDATION OF THE LDI IS TRANSFERRED TO R 6, REFER TO DRAWING $277034 FOR SPECIFIC SETUP INSTRUCTIONS. 7. THIS SHELTER IS NOT GOING TO MIAMI-DADE OR BROWARD COUNTIES AND IS . ��� DESIGNED TO THE STATED WIND LOADS. R IS NOT DESIGNED FOR HVHZ CONDITIONS. ` t111 I f7° • GO, 603 N inc. MATERIAL SPECIFlCATIONS = �: 2010 Florida Building Code n V 2008 Notional Electrical Code 1.1 FLOOR •LIVE LOAD = 20OPSF STEEL PLATE A36 •♦ O °�` cnkv,-�, Not Subject to Florida Fire Prevention Code 1.2 ROOF LIVE LOAD = 100PSF OED_ � WELDING WIRE FABRIC (FLAT SHEETS) ASTMA185 4X4—W4XW4 ••� z : eft Florida Manufactured Building Act and Rules; Rule 9N-3 FAC ASTM 65 KSI YIELD �'�/ •'s s•s .••Oo�C ���, for Product Approval 1.3 ROOF SNOW LOAD WITH A GROUND SNOW LOAD OF 100PSF n NELSON STUDS SOKSI YIELD /°,I4, rf�� t 1) FLAT—ROOF SNOW LOAD = 1 OOPSF DEFORMED BAR ANCHORS ASTM A496, 70NSI -% V-B REINFORCING BARS, DEFORMED ASTM A615 GRADE 60 C 2) SNOW EXPOSURE FACTOR = 1.0 S-2 CONCRETE 95-100 PCF 3000 PSI 0 7 DAYS ie Code Classification Occy Constr 3) SNOW IMPORTANCE FACTOR = 1.2 _ 1 20110 PSI 0 UNMOLD sec — SBCCI S2 w (u) 4) THERMAL FACTOR = i.0 r € _ 15C) 4000 PSI ® 28 DAYS ,., NBC B0CA 52 VB 2.Hour WELDING ELECTRODE E6OXX, E70XX (SMAW) UBC — ICBO s2 V(n) 1.4 WIND LOADit 200 MIN, CHARPY V—NOTCH TOUGHNESS = 20#-1O-20'F IBC— INTERNATIONAL BUILDING CODE S2 VB 1) BASIC WIND SPEED = 150MPH, RISK CATEGORY 1 ,,:.. 5/Zi/ 2 Allowable Stresses 2) OCCUPANCY CATEGORY I .,, uniform floor load (while on foundation) 200psf 3) WIND EXPOSURE _ 'C' WILLIAM J. BLANKEN HIP, PE ' ' ,' 3531 PETERS CREEK RD NW #302 uniform roof live load 100 psf ..� „� MP O 0 0 2 0 ROANOKE, VIRGINIA 24019 wind load (including sliding 4) INTERNAL PRESSURE COEFFICIENT = F/- 0.55 PE LICENSE STATE OF and overturning moments) 150 mph - FLORIDA j56396 5) COMPONENTS AND CLADDING = N/A wind pressure for compononls and designpressure 1.5 EARTHQUAKE DESIGN DATA FOR CONCRETE SHELTERS seismic CAT.ro 1) SEISMIC, IMPORTANCE FACTOR = 1.5 & OCCUPANCY CATEGORY=l Index of Drawings CORPORATE OBE estimated shipping weight 59,000 Ibs fire rating wall 2 hour 2) MAPPED SPECTRAL RESPONSE ACCELERATIONS, SS = 1.85, Si = 0.10 Din Iteserrntion Salem, VA 24153—(540)977-5555 6424 'D' 204383, sheet I Tide, Allowable Stresses, Revision Status setup instructions 277034 3) SITE CLASS = (540)977-0500 fax recommended foundation 4383FND 204383' sheet 2 One Line/Panel Schedule MMNFACTURING FACILITY overall building area is 303 sgfl. 4) SPECTRAL RESPONSE COEFFICIENTS SDS = 1.24, SDI = 0.19 204383, sheet 3 Exterior Elevations 402 Industrial Pak Road 204383, sheet 4 BIN of Material Duffield,Virginia 24244 overall building height is 130 in. 5) SEISMIC DESIGN CATEGORY = D 204383, sheet 5 Interior Ltiyout (276)431-4000 (276)431-1756 fax 1 ur'�` Y ceseep�N mi Vie iy of min. compresive strength of precast concrete 4000 psi 6) BASIC SEISMIC—FORCE RESISTING SYSTEM = 204383, sheet 6 Reflected Ceiling , IBC Code Reference — Per Table 721.2.1.1 —3.6' Min. LW Concrete Wall Material is Solid Concrete (BEARING WALL SYSTEM W/ INTERMEDIATE PRECAST CONCRETE SHEAR WALLS) 204383, sheet B • Construction Details o� Item #4-1.1 — Lightweight Concrete 4' Minimum 2 Hour Fire Rating 8) SEISMIC RESPONSE COEFFICIENT CS = .465 FOR lr=1.5 204383, sheet Si (Floor& Root) Castings >d ciulww /zs/ts Door Has a Manufacturer Fire Rating of 2 Hours 204383, sheet S2 (Long Wall) Castings `' 9) RESPONSE MODIFICATION FACTOR, R. = 4.0 204383, sheet S3 (Short Wall) Castings All products that have a Florida Approval # are installed according to the '" rat sc � manufacturers installation instructions. 10) ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE , r Field Notes: — 101116 General Notes 114', a a. Allowable stresses calculated using the recommended 1 4383 foundation while anchored with VFP—designated hardware. 11'$" X 26'0• X 9'2" b. Uniform floor loading while being lifted is 125 psf. CONCRETE SHELTER C. 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